Bell Gardens City Council
October 27, 2025

FTIP #: LA9919452
Subregion ID: Gateway Cities

Project#: MR306.65
FA# 9200000000MR30665

Rev: 05.16.2023 4 Measure R Funding Agreement – Highways – General

PART I

SPECIFIC TERMS OF THE FA

1. Title of the Project (the "Project"): Clara Street Corridor Intersection Improvements Project –Project Approval/Environmental Document (PAED), Plans, Specifications and Estimates (PS&E), Project Development, Right-of-Way, and Construction. LACMTA Project ID# MR306.65, FTIP# LA9919452.

2. Grant Funds:

2.1 Programmed Funds for this Project consist of the following: Measure R Funds.

2.2 To the extent the Measure R Funds are available; LACMTA shall make to GRANTEE a grant of the Measure R funds in the amount of $3,716,000 (the “Funds”) for the Project.

LACMTA Board of Directors’ action of January 25, 2024 granted the Measure R Funds for the Project. The Funds are programmed over one year for Fiscal Years (FY) 2022-23.

3. This grant shall be paid on a reimbursement basis. GRANTEE must provide the appropriate supporting documentation with the Quarterly Progress/Expenditure Report. GRANTEE Funding Commitment, if applicable, must be spent in the appropriate proportion to the Funds with each quarter’s expenditures. LACMTA will withhold five percent (5%) of eligible expenditures per invoice as retention pending an audit of expenditures and completion of scope of work.

4. Attachment A the “Project Funding” documents all sources of funds programmed for the Project as approved by LACMTA. The Project Funding includes the total programmed funds for the Project, including the Funds programmed by LACMTA and, if any, the GRANTEE Funding Commitment of other sources of funding. The Project Funding also includes the fiscal years in which all the funds for the Project are programmed. The Funds are subject to adjustment by subsequent LACMTA Board Action.

5. Attachment B-1 is the Expenditure Plan- Cost & Cash Flow Budget (the "Expenditure Plan"). It is the entire proposed cash flow, the Budget and financial plan for the Project, which includes the total sources of all funds programmed to the Project, including GRANTEE and other entity funding commitments, if any, for this Project as well as the fiscal year and quarters the Project funds are anticipated to be expended. GRANTEE shall update the Expenditure Plan annually, no later than December 31, and such update shall be submitted to LACMTA’s Executive Officer of Countywide Planning, Complete Streets & Highway in writing. If the LACMTA’s Executive Officer of Countywide Planning, Complete Streets & Highway concurs with such updated Expenditure Plan in writing, Attachment B-1 shall be replaced with the new Attachment B-1 setting forth the latest approved Expenditure Plan. Payments under this FA shall be consistent with Attachment B-1 as revised from time to time. Any change to the final milestone date must be made by a fully executed amendment to this FA.

FTIP #: LA9919452
Subregion ID: Gateway Cities

Project#: MR306.65
FA# 9200000000MR30665

Rev: 05.16.2023 5 Measure R Funding Agreement – Highways – General

6. Attachment C is the “Scope of Work”. The GRANTEE shall complete the Project as described in the Scope of Work. This Scope of Work shall include a detailed description of the Project and the work to be completed, including anticipated Project milestones and a schedule consistent with the lapsing policy in Part II, Section 9, and a description of the Project limits, if applicable. No later than December 31 of each year, GRANTEE shall notify LACMTA if there are any changes to the final milestone date set forth in the schedule or any changes to the Scope of Work. If LACMTA agrees to such changes, the parties shall memorialize such changes in an amendment to this FA. Work shall be delivered in accordance with the schedule and scope identified in this FA unless otherwise agreed to by the parties in writing in an amendment to this FA. If GRANTEE fails to meet milestones or fails to deliver the Project, LACMTA will have the option to suspend or terminate the FA for default as described in Part II, Sections 2, 9, 10 and 11 herein below. To the extent interim milestone dates are not met but GRANTEE believes and can show documentation acceptable to LACMTA supporting GRANTEE’S ability to make up the time so as to not impact the final milestone date, GRANTEE shall notify LACMTA of such changes in its Quarterly Progress/Expenditure Reports and such interim milestone dates will automatically be amended to the latest interim milestone dates provided in the Quarterly Progress/Expenditure Reports Attachment D-2. In no event can the final milestone date be amended by a Quarterly Progress/Expenditure Report.

7. No changes to this FA, including but not limited to the Funds, and any other source of funds from LACMTA in the Project Funding, Expenditure Plan or the Scope of Work shall be allowed without an amendment to the original FA, approved and signed by both parties.

8. Attachment D is the “Project Reporting & Expenditure Guidelines”. GRANTEE shall complete the “Quarterly Progress/Expenditure Report”. The Quarterly Progress/ Expenditure Report are attached to this FA as Attachment D-2 in accordance with Attachment D – Project Reporting and Expenditure Guidelines.

9. Attachment E, the "FTIP PROJECT SHEET (PDF)", is required to ensure that the Project is programmed correctly in the most up-to-date FTIP document. The FTIP PROJECT SHEET (PDF) can be found in ProgramMetro FTIP database under the reports section at https://programmetro.ecointeractive.com/secure2/login.asp . All projects that receive funding through Measure R must be programmed into the FTIP, which includes locally funded regionally significant projects for information and air quality modeling purposes. GRANTEE shall review the Project in ProgramMetro each year and update or correct the Project information as necessary during a scheduled FTIP amendment or adoption. GRANTEE will be notified of amendments and adoptions to the FTIP via e-mail. Changes to the FTIP through ProgramMetro should be made as soon as possible after GRANTEE is aware of any changes to the Project, but no later than October 1 of the year the change or update is effective. Should GRANTEE fail to meet this date, it may affect GRANTEE's ability to access funding, delay the Project and may ultimately result in the Funds being lapsed.

FTIP #: LA9919452
Subregion ID: Gateway Cities

Project#: MR306.65
FA# 9200000000MR30665

Rev: 05.16.2023 6 Measure R Funding Agreement – Highways – General

10. LACMTA anticipates it may need to avail itself of lower cost bonds or other debt, the interest on which is tax exempt for federal tax purposes and/or Build America Bonds as defined in the American Reinvestment and Recovery Act of 2009 or similar types of bonds (collectively, the 'Bonds") to provide at least a portion of its funding commitments under this Agreement to GRANTEE. GRANTEE shall ensure that the expenditure of the Funds disbursed to GRANTEE does not jeopardize the tax-exemption of the interest, the Federal subsidy payment or the tax credit, as applicable, as specified in the Bond Requirements attached as Attachment F to this Agreement. GRANTEE agrees to provide LACMTA with progress reports, expenditure documentation, and any other documentation as reasonably requested by LACMTA and necessary for LACMTA to fulfill its responsibilities as the grantee or administrator or bond issuer of the Funds. With regard to LACMTA debt financing to provide any portion of the Funds, GRANTEE shall take all reasonable actions as may be requested of it by LACMTA's Project Manager for the Project, to assist LACMTA in demonstrating and maintaining over time, compliance with the relevant sections of the Federal Tax Code to maintain such bonds tax status.

11. GRANTEE shall comply with the “Special Grant Conditions” attached as Attachment G, if any.

12. No changes to the (i) Grant amount, (ii) Project Funding, (iii) the Scope of Work (except as provided herein), (iv) Final milestone date or (v) Special Grant Conditions, shall be allowed without a written amendment to this FA, approved and signed by the LACMTA Chief Executive Officer or his/her designee and GRANTEE. Modifications that do not materially affect the terms of this FA, such as redistributing Funds among existing budget line items or non-material schedule changes must be formally requested by GRANTEE and approved by LACMTA in writing. Non-material changes are those changes which do not affect the grant amount or its schedule, Project Funding, or the Scope of Work, including the Work schedule.

13. LACMTA's Address:

Los Angeles County Metropolitan Transportation Authority One Gateway Plaza
Los Angeles, CA 90012
Attention: Nicole Hernandez
LACMTA Project Manager
Mail Stop 99-18-2
Phone (213) 547-4264
E-mail [email protected]

14. GRANTEE's Address:

City of Bell Gardens

FTIP #: LA9919452
Subregion ID: Gateway Cities

Project#: MR306.65
FA# 9200000000MR30665

Rev: 05.16.2023 7 Measure R Funding Agreement – Highways – General

7100 Garfield Ave
Bell Gardens, CA 90201
Bernardo Iniguez
Title: Public Works Director
Phone: 562-334-1790
Email: [email protected]

FTIP #: LA9919452
Subregion ID: Gateway Cities

Project#: MR306.65
FA# 9200000000MR30665

Rev: 05.16.2023 8 Measure R Funding Agreement – Highways – General

PART II

GENERAL TERMS OF THE FA

1. TERM

The term of this FA shall commence on the Effective Date of this FA, and shall terminate upon the occurrence of all of the following, unless terminated earlier as provided herein: (i) the agreed upon Scope of Work has been completed; (ii) all LACMTA audit and reporting requirements have been satisfied; and (iii) the final disbursement of the Funds has been made to GRANTEE. All eligible Project expenses as defined in the Reporting and Expenditure Guidelines (Attachment D), incurred after the FA Effective Date shall be reimbursed in accordance with the terms and conditions of this FA unless otherwise agreed to by the parties in writing.

2. SUSPENSION OR TERMINATION

Should LACMTA determine there are insufficient Measure R Funds available for the Project, LACMTA may suspend or terminate this FA by giving written notice to GRANTEE at least thirty (30) days in advance of the effective date of such suspension or termination. If a Project is suspended or terminated pursuant to this section, LACMTA will not reimburse GRANTEE any costs incurred after that suspension or termination date, except those costs necessary to: (i) to return any facilities modified by the Project construction to a safe and operable state; and (ii) suspend or terminate the construction contractor’s control over the Project. LACMTA’s share of these costs will be consistent with the established funding percentages outlined in this FA.

3. INVOICE BY GRANTEE

Unless otherwise stated in this FA, the Quarterly Progress/ Expenditure Report, with supporting documentation of expenses, Project progress and other documents as required, which has been pre-approved by LACMTA, all as described in Part II, Section 6.1 of this FA, shall satisfy LACMTA invoicing requirements. Grantee shall only submit for payment the LACMTA pre-approved Quarterly Progress/ Expenditure Report Packets to the LACMTA Project Manager at the email address shown in Part I and to LACMTA Accounts Payable Department as shown below.

Submit invoice with supporting documentation to:

[email protected] (preferable)
or
mail to:

Los Angeles County Metropolitan Transportation Authority Accounts Payable
P. O. Box 512296
Los Angeles, CA 90051-0296
All invoice material must contain the following information:

Re: LACMTA Project ID# MR306.65 and FA# FA9200000000MR30665

FTIP #: LA9919452
Subregion ID: Gateway Cities

Project#: MR306.65
FA# 9200000000MR30665

Rev: 05.16.2023 9 Measure R Funding Agreement – Highways – General

Nicole Hernandez; Mail Stop 99-18-2

4. USE OF FUNDS

4.1 GRANTEE shall utilize the Funds to complete the Project as described in the Scope of Work and in accordance with the Reporting and Expenditure Guidelines and the specifications for use for the transportation purposes described in the Ordinance.

4.2 Attachment C shall constitute the agreed upon Scope of Work between LACMTA and GRANTEE for the Project. The Funds, as granted under this FA, can only be used towards the completion of the Scope of Work detailed in Attachment C.

4.3 GRANTEE shall not use the Funds to substitute for any other funds or projects not specified in this FA. Further, GRANTEE shall not use the Funds for any expenses or activities above and beyond the approved Scope of Work (Attachment C) without an amendment to the FA approved and signed by the LACMTA Chief Executive Officer or his Designee. To the extent LACMTA provides GRANTEE with bond or commercial paper proceeds, such Funds may not be used to reimburse for any costs that jeopardize the tax exempt nature of such financings as reasonably determined by LACMTA and its bond counsel.

4.4 GRANTEE must use the Funds in the most cost-effective manner. If GRANTEE intends to use a consultant or contractor to implement all or part of the Project, LACMTA requires that such activities be procured in accordance with GRANTEE’s contracting procedures and consistent with State law as appropriate. GRANTEE will also use the Funds in the most cost-effective manner when the Funds are used to pay “in-house” staff time. This effective use of funds provision will be verified by LACMTA through on-going Project monitoring and through any LACMTA interim and final audits.

4.5 GRANTEE’S employee, officers, councilmembers, board member, agents, or consultants (a “GRANTEE Party”) are prohibited from participating in the selection, award, or administration of a third-party contract or sub-agreement supported by the Funds if a real or apparent conflict of interest would be involved. A conflict of interest would include, without limitation, an organizational conflict of interest or when any of the following parties has a financial or other interest in any entity selected for award: (a) a GRANTEE Party (b) any member of a GRANTEE Party’s immediate family, (c) a partner of a GRANTEE Party; (d) any organization that employs or intends to employ any of the above. This conflict of interest provision will be verified by LACMTA through on-going Project monitoring and through any LACMTA interim and final audits.

4.6 If a facility, equipment (such as computer hardware or software), vehicle or property, purchased or leased using the Funds, ceases to be used for the proper use as originally stated in the Scope of Work, or the Project is discontinued, any Funds expended for that purpose must be returned to LACMTA as follows: GRANTEE shall be required to repay the Funds in

FTIP #: LA9919452
Subregion ID: Gateway Cities

Project#: MR306.65
FA# 9200000000MR30665

Rev: 05.16.2023 10 Measure R Funding Agreement – Highways – General

proportion to the useful life remaining and in an equal proportion of the grant to GRANTEE Funding Commitment ratio.

4.7 If the Project requires the implementation of an Intelligent Transportation Systems (“ITS”) project, GRANTEE shall ensure the Project is consistent with the Regional ITS Architecture. Attachment E-1, the Los Angeles County Regional ITS Architecture (CONNECT-IT) Consistency Self-Certification Form, must be completed and signed for planned ITS projects and/or ITS projects that use local, state, or federal funds programmed or administered through LACMTA. Refer to www.laconnect-it.com to find information about the CONNECT-IT Service Packages.

4.8 If any parking facilities are designed and/or constructed using the Funds, GRANTEE shall coordinate with LACMTA parking program staff (see www.metro.net for staff listing) in the planning, design and management of the facility and shall ensure that its implementation is consistent with the LACMTA adopted parking policy. For the parking policy, see
http://media.metro.net/projects_studies/call_projects/images/09%20Appendix%20D%20Parki ng%20Policy.pdf

5. REIMBURSEMENT OF FUNDS

Funds will be released on a reimbursement basis in accordance with invoices submitted in support of the Quarterly Progress/Expenditure Reports. LACMTA will make all disbursements electronically unless an exception is requested in writing. Reimbursements via Automated Clearing House (ACH) will be made at no cost to GRANTEE. GRANTEE must register in LACMTA’s iSupplier portal and submit an application before grant payments can be made. The link to the portal can be found at http://media.metro.net/uploads/EBB/Vendor Portal Registration.pdf.

GRANTEE must provide detailed supporting documentation with its Quarterly Progress/Expenditure Reports. GRANTEE Funding Commitment, if any, must be spent in direct proportion to the Funds with each quarter’s payment.

6. REPORTING AND AUDIT REQUIREMENTS/PAYMENT ADJUSTMENTS

6.1 GRANTEE shall submit the draft of Quarterly Progress/Expenditure Report (Attachment D-2) within sixty (60) days after the close of each quarter on the last day of the months November, February, May and August to the LACMTA Project Manager for review and pre-approval of the applicable report. LACMTA Project Manager shall review and respond in writing to the draft Quarterly Progress/Expenditure Reports within thirty (30) calendar days from receipt. Grantee shall submit the LACMTA pre-approved Quarterly Progress/Expenditure Report no later than five (5) days after receipt of LACMTA’s written approval. Should GRANTEE fail to submit either the draft or pre-approved reports within five (5) days of the due date and/or submit incomplete reports, LACMTA will not reimburse GRANTEE until the completed required reports are received, reviewed, and approved. The Quarterly Progress/Expenditure Reports shall include all

FTIP #: LA9919452
Subregion ID: Gateway Cities

Project#: MR306.65
FA# 9200000000MR30665

Rev: 05.16.2023 11 Measure R Funding Agreement – Highways – General

appropriate documentation (such as contractor invoices, timesheets, receipts, etc.), and any changes to interim milestone dates that do not impact the final milestone date. All supporting documents must include a clear justification and explanation of their relevance to the Project. If no activity has occurred during a particular quarter, GRANTEE will still be required to submit the Quarterly Progress/Expenditure Reports indicating no dollars were expended that quarter. If a request for reimbursement exceeds $500,000 in a single month, then GRANTEE can submit such an invoice once per month with supporting documentation. Expenses that are not invoiced to LACMTA Accounts Payable within ninety (90) days after the lapsing date specified in Part II, Section

9.1 below are not eligible for reimbursement.

6.2 GRANTEE shall submit the Project expenditure estimates for the subsequent fiscal year by February of each year. LACMTA will use the estimates to determine the Project budget for the upcoming fiscal year.

6.3 LACMTA, and/or its designee, shall have the right to conduct audits of the Project as deemed appropriate, such as financial and compliance audits, interim audits, pre-award audits, performance audits and final audits. LACMTA will commence a final audit within six (6) months of receipt of acceptable final invoice, provided the Project is ready for final audit (meaning all costs and charges have been paid by GRANTEE and invoiced to LACMTA, and such costs, charges and invoices are properly documented and summarized in the accounting records to enable an audit without further explanation or summarization including actual indirect rates for the period covered by the FA period under review). GRANTEE agrees to establish and maintain proper accounting procedures and cash management records and documents in accordance with Generally Accepted Accounting Principles (GAAP). GRANTEE shall reimburse LACMTA for any expenditure not in compliance with the Scope of Work and/or not in compliance with other terms and conditions of this FA. The allowability of costs for GRANTEE’s own expenditures submitted to LACMTA for this Project shall be in compliance with Office of Management and Budget (OMB) Circular A-87. The allowability of costs for GRANTEE’s contractors, consultants and suppliers expenditures submitted to LACMTA through GRANTEE’s Quarterly Progress/Expenditures shall be in compliance with OMB Circular A-87 or Federal Acquisition Regulation (FAR) Subpart 31 and 2 CFR Subtitle A, Chapter II, Part 225 (whichever is applicable). Findings of the LACMTA audit are final. When LACMTA audit findings require GRANTEE to return monies to LACMTA, GRANTEE agrees to return the monies within thirty (30) days after the final audit is sent to GRANTEE.

6.4 GRANTEE’s records shall include, without limitation, accounting records, written policies and procedures, contract files, original estimates, correspondence, change order files (including documentation covering negotiated settlements), invoices, and any other supporting evidence deemed necessary by LACMTA to substantiate charges related to the Project (all collectively referred to as “records”). Such records shall be open to inspection and subject to audit and reproduction by LACMTA auditors or authorized representatives to the extent deemed necessary by LACMTA to adequately permit evaluation of expended costs. Such records subject to audit shall also include, without limitation, those records deemed necessary

FTIP #: LA9919452
Subregion ID: Gateway Cities

Project#: MR306.65
FA# 9200000000MR30665

Rev: 05.16.2023 12 Measure R Funding Agreement – Highways – General

by LACMTA to evaluate and verify, direct and indirect costs, (including overhead allocations) as they may apply to costs associated with the Project. These records must be retained by GRANTEE for three years following final payment under this Agreement. Payment of retention amounts shall not occur until after the LACMTA’s final audit is completed.

6.5 GRANTEE shall cause all contractors to comply with the requirements of Part II, Section 5, paragraphs 6.2 and 6.3 above. GRANTEE shall cause all contractors to cooperate fully in furnishing or in making available to LACMTA all records deemed necessary by LACMTA auditors or authorized representatives related to the Project.

6.6 LACMTA or any of its duly authorized representatives, upon reasonable written notice, shall be afforded access to all GRANTEE’S records and its contractors related to the Project, and shall be allowed to interview any employee of GRANTEE and its contractors through final payment to the extent reasonably practicable.

6.7 LACMTA or any of its duly authorized representatives, upon reasonable written notice, shall have access to the offices of GRANTEE and its contractors, shall have access to all necessary records, including reproduction, at no charge to LACMTA, and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the terms and conditions of this FA.

6.8 When business travel associated with the Project requires use of a vehicle, the mileage incurred shall be reimbursed at the mileage rates set by the Internal Revenue Service (IRS), as indicated in the United States General Services Administration Federal Travel Regulation, Privately Owned Vehicle Reimbursement Rates.

6.9 GRANTEE shall be responsible for ensuring all contractors/ subcontractors for the Project comply with the terms of the Ordinance. GRANTEE shall cooperate with LACMTA Management Audit Services Department such that LACMTA can meet its obligations under the Ordinance.

6.10 GRANTEE shall certify each invoice by reviewing all subcontractor costs and maintaining internal control to ensure that all expenditures are allocable, allowable and reasonable and in accordance with OMB A-87 or FAR subpart 31 and 2 CFR Subtitle A, Chapter II, part 225, (whichever is applicable) and the terms and conditions of this FA.

6.11 GRANTEE shall also certify final costs of the Project to ensure all costs are in compliance with OMB A-87 or FAR subpart 31 and 2 CFR Subtitle A, Chapter II, part 225, (whichever is applicable) and the terms and conditions of this FA.

6.12 In addition to LACMTA’s other remedies as provided in this FA, LACMTA may withhold the Funds if the LACMTA audit has determined that GRANTEE failed to comply with the Scope of Work (such as misusing Funds or failure to return Funds owed to LACMTA in

FTIP #: LA9919452
Subregion ID: Gateway Cities

Project#: MR306.65
FA# 9200000000MR30665

Rev: 05.16.2023 13 Measure R Funding Agreement – Highways – General

accordance with LACMTA audit findings) and /or is severely out of compliance with other terms and conditions as defined by this FA, including the access to records provisions of Part II, Section 6.

7. GRANT

This is a one-time only grant of the Measure R Funds subject to the terms and conditions agreed to herein. This grant does not imply nor obligate any future funding commitment on the part of LACMTA.

8. SOURCES AND DISPOSITION OF FUNDS

8.1 The obligation for LACMTA to grant the Funds for the Project is subject to sufficient Funds being made available for the Project by the LACMTA Board of Directors. If such Funds are not made available as anticipated from Measure R Program revenues, LACMTA will have the right to adjust the cash flow accordingly until such funds become available. LACMTA shall have no obligation to provide any other funds for the Project, unless otherwise agreed to in writing by LACMTA.

8.2 GRANTEE shall fully fund and contribute the Grantee Funding Commitment, if any is identified in the Project Funding (Attachment A), towards the cost of the Project. If the Funds identified in Attachment A are insufficient to complete the Project, GRANTEE may request additional Measure R funds from its sub-region earmark pending support of the sub-region’s Governing Board. A particular sub-region’s Measure R funds are limited to the amount specified in the Ordinance and is still subject to approval of the LACMTA Board. Nothing in this FA shall obligate, or be construed to obligate, the LACMTA Board to approve such request for additional funds. If the Funds are still insufficient to complete the Project, GRANTEE agrees to secure and provide such additional non-LACMTA programmed funds necessary to complete the Project.

8.3 GRANTEE shall be responsible for any and all cost overruns for the Project pursuant to Section 8.2.

8.4 GRANTEE shall be eligible for the Funds up to the grant amount specified in Part I, Section 2 of this FA subject to the terms and conditions contained herein. Any Funds expended by GRANTEE prior to the Effective Date of this FA shall not be reimbursed nor shall they be credited toward the GRANTEE Funding Commitment requirement, without the prior written consent of LACMTA. GRANTEE Funding Commitment dollars expended prior to the year the Funds are awarded shall be spent at GRANTEE’s own risk, or as delineated in a Letter of No Prejudice executed by the prospective GRANTEE and LACMTA.

8.5 If GRANTEE receives outside funding for the Project in addition to the Funds identified in the Project Funding and the Expenditure Plan at the time this grant was awarded, this FA shall be amended to reflect such additional funding. If, at the time of final invoice or voucher,

FTIP #: LA9919452
Subregion ID: Gateway Cities

Project#: MR306.65
FA# 9200000000MR30665

Rev: 05.16.2023 14 Measure R Funding Agreement – Highways – General

funding for the Project (including the Funds, GRANTEE Funding Commitment, and any additional funding) exceeds the actual Project costs, then the cost savings shall be applied in the same proportion as the sources of funds from each party to this FA as specified in the Project Funding and both the Funds and GRANTEE Funding Commitment required for the Project shall be reduced accordingly. LACMTA shall have the right to use any cost savings associated with the Funds at its sole discretion, including, without limitation, programming the unused Funds to another project or to another grantee. If, at the time of final voucher, it is determined that GRANTEE has received Funds in excess of what GRANTEE should have received for the Project, GRANTEE shall return such overage to LACMTA within 30 days from final voucher.

9. TIMELY USE OF FUNDS / REPROGRAMMING OF FUNDS

9.1 GRANTEE must demonstrate timely use of the Funds by:

(i) Executing this FA within ninety (90) days of receiving formal transmittal of the FA from LACMTA, or by December 31 of the first Fiscal Year in which the Funds are programmed, whichever date is later; and
(ii) Beginning Project Design, Preliminary Engineering-(PE) within six (6) months from completion of environmental clearance, if appropriate.
(iii) Expending Project Development or Right-of-Way costs (including by deposit into a condemnation action) by the end of the second (2nd ) fiscal year following the year the Funds were first programmed; and (iv) Executing Contracts for Construction or Capital purchase within twelve (12) months from the date of completion of design; and (v) Delivering Work in accordance with schedule; changes to the schedule will require an Amendment to Attachment C to reflect updated milestone dates. Meeting the Project milestone due dates as agreed upon by the LACMTA and GRANTEE in Attachment C (Scope of Work) of this FA; and
(vi) Submitting the Quarterly Progress/Expenditure Reports as described in Part II, Section 6.1 of this FA; and
(vii) Expending the Funds granted under this FA for allowable costs within three years or 36 months from July 1 of the Fiscal Year in which the Funds are programmed, unless otherwise stated in this FA. All Funds programmed for FY 2022-23 are subject to lapse by June 30, 2028.

9.2 In the event that the timely use of the Funds is not demonstrated as described in Part II, Section 9.1 of this FA, the Project will be reevaluated by LACMTA and the Funds may be reprogrammed to another project by the LACMTA Board of Directors in accordance

FTIP #: LA9919452
Subregion ID: Gateway Cities

Project#: MR306.65
FA# 9200000000MR30665

Rev: 05.16.2023 15 Measure R Funding Agreement – Highways – General

with the Ordinance. In the event that all the Funds are reprogrammed, this FA shall automatically terminate.

10. DEFAULT

A Default under this FA is defined as any one or more of the following: (i) GRANTEE fails to comply with the terms and conditions contained herein; and/or (ii) GRANTEE fails to perform satisfactorily or make material changes, as determined by LACMTA at its sole discretion, to the Expenditure Plan, the Scope of Work, or the Project Funding without LACMTA’s prior written consent or approval as provided herein.

11. REMEDIES

11.1 In the event of a Default by GRANTEE, LACMTA shall provide written notice of such Default to GRANTEE with a 30-day period to cure the Default. In the event GRANTEE fails to cure the Default, or commit to cure the Default and commence the same within such 30-day period to the satisfaction of LACMTA, LACMTA shall have the following remedies: (i) LACMTA may terminate this FA; (ii) LACMTA may make no further disbursements of Funds to GRANTEE; and/or (iii) LACMTA may recover from GRANTEE any Funds disbursed to GRANTEE as allowed by law or in equity.

11.2 Effective upon receipt of written notice of termination from LACMTA, GRANTEE shall not undertake any new work or obligation with respect to this FA unless so directed by LACMTA in writing. Any Funds expended after termination shall be the sole responsibility of GRANTEE.

11.3 The remedies described herein are non-exclusive. LACMTA shall have the right to enforce any and all rights and remedies herein or which may be now or hereafter available at law or in equity.

12. COMMUNICATIONS

12.1 GRANTEE shall ensure that all Communication Materials contain recognition of LACMTA’s contribution to the Project as more particularly set forth in “Funding Recipient Communications Guidelines” available online at http://metro.net/partners-civic . The Funding Recipient Communications Guidelines may be changed from time to time during the course of this Agreement. GRANTEE shall be responsible for complying with the latest Funding Recipient Communications Guidelines during the term of this Agreement, unless otherwise specifically authorized in writing by the LACMTA Chief Communications Officer.

12.2 For purposes of this Agreement, “Communications Materials” include, but are not limited to, press events, public and external newsletters, printed materials, advertising, websites radio and public service announcements, electronic media, and

FTIP #: LA9919452
Subregion ID: Gateway Cities

Project#: MR306.65
FA# 9200000000MR30665

Rev: 05.16.2023 16 Measure R Funding Agreement – Highways – General

construction site signage. A more detailed definition of “Communications Materials” is found in the Funding Recipient Communications Guidelines.

12.3 The Metro logo is a trademarked item that shall be reproduced and displayed in accordance with specific graphic guidelines. The preferred logo lock-up for Funding Recipients to use is included in the Funding Recipient Communications Guidelines.

12.4 GRANTEE shall ensure that any subcontractor, including, but not limited to, public relations, public affairs, and/or marketing firms hired to produce Project Communications Materials for public and external purposes will comply with the requirements contained in this Section.

12.5 The LACMTA Project Manager shall be responsible for monitoring GRANTEE’s compliance with the terms and conditions of this Section. GRANTEE’s failure to comply with the terms of this Section shall be deemed a default hereunder and LACMTA shall have all rights and remedies set forth herein.

13. OTHER TERMS AND CONDITIONS

13.1 This FA, along with its Attachments, constitutes the entire understanding between the parties, with respect to the subject matter herein. The FA shall not be amended, nor any provisions or breach hereof waived, except in writing signed by the parties who agreed to the original FA or the same level of authority. Adoption of revisions or supplements to the Guidelines shall cause such revisions or supplements to become incorporated automatically into this Agreement as though fully set forth herein.

13.2 GRANTEE is obligated to continue using the Project dedicated to the public transportation purposes for which the Project was initially approved. The Project right-of-way, the Project facilities constructed or reconstructed on the Project site, and/or Project property purchased, excluding construction easements and excess property (whose proportionate proceeds shall be distributed in an equal proportion of the grant to GRANTEE Funding Commitment ratio), shall remain dedicated to public transportation use in the same proportion and scope and to the same extent as described in this FA. Equipment acquired as part of the Project, including office equipment, vehicles, shall be dedicated to that use for their full economic life cycle, including any extensions of that life cycle achieved by reconstruction, rehabilitation, or enhancements.

13.3 In the event that there is any legal court (e.g., Superior Court of the State of California, County of Los Angeles, or the U.S. District Court for the Central District of California) proceeding between the parties to enforce or interpret this FA, to protect or establish any rights or remedies hereunder, the prevailing party shall be entitled to its costs and expenses, including reasonable attorney’s fees.

FTIP #: LA9919452
Subregion ID: Gateway Cities

Project#: MR306.65
FA# 9200000000MR30665

Rev: 05.16.2023 17 Measure R Funding Agreement – Highways – General

13.4 Neither LACMTA nor any officer or employee thereof shall be responsible for any damage or liability occurring by reason of anything done or committed to be done by GRANTEE under or in connection with any work performed by and or service provided by GRANTEE, its officers, agents, employees, contractors and subcontractors under this FA. GRANTEE shall fully indemnify, defend and hold LACMTA and its subsidiaries, and its officers, agents and employees harmless from and against any liability and expenses, including without limitation, defense costs, any costs or liability on account of bodily injury, death or personal injury of any person or for damage to or loss of risk of property, any environmental obligation, any legal fees and any claims for damages of any nature whatsoever arising out of the Project, including without limitation: (i) use of the Funds by GRANTEE, or its officers, agents, employees, contractors or subcontractors; (ii) breach of GRANTEE’s obligations under this FA; or (iii) any act or omission of GRANTEE, or its officers, agents, employees, contractors or subcontractors in the performance of the work or the provision of the services, in connection with the Project including, without limitation, the Scope of Work, described in this FA.

13.5 Neither party hereto shall be considered in default in the performance of its obligation hereunder to the extent that the performance of any such obligation is prevented or delayed by unforeseen causes including acts of God, acts of a public enemy, and government acts beyond the control and without fault or negligence of the affected party. Each party hereto shall give notice promptly to the other of the nature and extent of any such circumstances claimed to delay, hinder, or prevent performance of any obligations under this FA.

13.6 GRANTEE shall comply with and ensure that work performed under this FA is done in compliance with Generally Accepted Accounting Principles (GAAP), all applicable provisions of federal, state, and local laws, statutes, ordinances, rules, regulations, and procedural requirements including Federal Acquisition Regulations (FAR), and the applicable requirements and regulations of LACMTA. GRANTEE acknowledges responsibility for obtaining copies of and complying with the terms of the most recent federal, state, or local laws and regulations, and LACMTA requirements including any amendments thereto.

13.7 GRANTEE agrees that the applicable requirements of this FA shall be included in every contract entered into by GRANTEE or its contractors relating to work performed under this FA and LACMTA shall have the right to review and audit such contracts.

13.8 GRANTEE shall not assign this FA, or any part thereof, without prior approval of the LACMTA Chief Executive Officer or his designee. Any assignment by GRANTEE without said prior consent by LACMTA shall be void and unenforceable.

13.9 This FA shall be governed by California law. If any provision of this FA is held by a court of competent jurisdiction to be invalid, void, or unenforceable, the remaining provisions shall nevertheless continue in full force without being impaired or invalidated in any way.

FTIP #: LA9919452
Subregion ID: Gateway Cities

Project#: MR306.65
FA# 9200000000MR30665

Rev: 05.16.2023 18 Measure R Funding Agreement – Highways – General

13.10 The covenants and agreements of this FA shall inure to the benefit of, and shall be binding upon, each of the parties and their respective successors and assigns.

13.11 GRANTEE will advise LACMTA prior to any key Project staffing changes.

Notice will be given to the parties at the address specified in Part I, unless otherwise notified in writing of change of address.

13.12 GRANTEE, in the performance of the work described in this FA, is not a contractor nor an agent or employee of LACMTA. GRANTEE attests to no organizational or personal conflicts of interest and agrees to notify LACMTA immediately in the event that a conflict, or the appearance thereof, arises. GRANTEE shall not represent itself as an agent or employee of LACMTA and shall have no powers to bind LACMTA in contract or otherwise.

FTIP #: LA9919452
SOURCES OF FUNDS Prior Years FY2022-23 FY 2023-24 FY2024-25 FY2025-26 Total Budget
% of Budget

LACMTA PROGRAMMED FUNDING
MEASURE R FUNDS 3,716,000$ 3,716,000$

LACMTA PROGRAMMED FUNDS BY
YEAR SUBTOTAL -$ 3,716,000$ -$ 3,716,000$ 100% OTHER SOURCES OF FUNDING:

LOCAL:-$ 0%
STATE:-$ 0%
FEDERAL:-$ 0%
PRIVATE OR OTHER:-$ 0%
OTHER FUNDING SUBTOTAL -$ -$ -$ -$ -$ -$ 0% TOTAL PROJECT FUNDS -$ 3,716,000$ -$ -$ -$ 3,716,000$ 100%

ATTACHMENT A - PROJECT FUNDING
Measure R Program - Funding Agreement Projects - FA# 9200000000MR306.65 Project Title: Clara Street Corridor Intersection Improvements Project#: MR306.65

PROGRAMMED BUDGET - SOURCES OF FUNDS
Rev. 05.03.19 FA Measure R Hwys Gen Attachment A Project Funds Pa
g
e

1 8
4 o
f

3 5
2 FTIP #: LA9919452
Subregion ID: Gateway Cities

Project#: MR306.65
FA# 9200000000MR3065

Rev: 11-1-14 1 FA Measure R Hwys Sub Attachment B
Measure R Expenditure Guidelines

ATTACHMENT B

MEASURE R EXPENDITURE PLAN GUIDELINES

PROJECT DEVELOPMENT AND RIGHT OF WAY

State Law Requires All Measure R Project and Program Sponsors to Submit an Expenditure Plan

To be eligible to receive Measure R revenues, an agency sponsoring a capital project or program must by state law (AB 2321) submit an expenditure plan that is acceptable to the Los Angeles County Metropolitan Transportation Authority (LACMTA). Pursuant to this law, LACMTA cannot release Measure R funds to capital project or program sponsors until an expenditure plan containing the following elements is submitted, reviewed and deemed satisfactory by LACMTA. LACMTA staff will request that an expenditure plan be submitted before making a recommendation to the LACMTA Board to program funds to that project:

o The estimated total cost for each project and program and/or each project or program activity;
o Funds other than Measure R that the project or program sponsor anticipates will be expended on the projects and programs and/or each project or program activity; o The schedule during which the project sponsor anticipates funds will be available for each project and program and/or each project or program activity; and, o The expected completion dates for each project and program and/or project or program activity.

Each of the above elements must be provided in enough detail to determine consistency with Measure R, the Long Range Transportation Plan for Los Angeles County, and the Los Angeles County Transportation Improvement Program (also a statutorily mandated function), as follows:

o Project or program scope of work, including sufficient information to determine funding eligibility, including, but not limited to, the anticipated proportional use of current rail rights-of-way, state highways, and below-ground subways versus any other rights-of-way or above-ground work;
o A current-year cost estimate breakdown of the major sub-elements of the project such as overhead, environmental and permit work, design and engineering, right-of-way, construction/installation (including maintenance facilities, rail yard, equipment and other major components), construction/installation support, interest costs, rolling stock, and other supporting components;
o Any extraordinary project cost escalation issues, such as extraordinary commodity, right-of- way, surety, energy costs, etc.;
o A specific and accurate description of the source, commitment, and anticipated annual availability of any federal, state, local, or private funding identified for the project if

FTIP #: LA9919452
Subregion ID: Gateway Cities

Project#: MR306.65
FA# 9200000000MR3065

Rev: 11-1-14 2 FA Measure R Hwys Sub Attachment B
Measure R Expenditure Guidelines

applicable including a 3% local funding contribution to rail projects if indicated in Measure R and necessary to meet project expenses, and if the source funds are in current or year-of- expenditure dollars;
o An annual schedule, in current dollars, of anticipated costs by the cost estimate categories described above; and;
o The expected completion by month and year of project or program completion.

Below is an excerpt of AB 2321 (2008, Feuer), the state legislation that requires the expenditure plan.

What AB 2321 (2008, Feuer) Says About the Expenditure Plan:

Section b (3) B

(f) Prior to submitting the ordinance to the voters, the MTA shall adopt an expenditure plan for the net revenues derived from the tax. The expenditure plan shall include, in addition to other projects and programs identified by the MTA, the specified projects and programs listed in paragraph (3) of subdivision (b), the estimated total cost for each project and program, funds other than the tax revenues that the MTA anticipates will be expended on the projects and programs, and the schedule during which the MTA anticipates funds will be available for each project and program. The MTA shall also identify in its expenditure plan the expected completion dates for each project described in subparagraph (A) of paragraph (3) of subdivision (b). To be eligible to receive revenues derived from the tax, an agency sponsoring a capital project or capital program shall submit to te MTA an expenditure plan for its project or program containing the same elements as the expenditure plan that MTA is required by this subdivision to prepare.

(k) No later than 365 days prior to the adoption of an amendment described in paragraph (1) to an expenditure plan adopted pursuant to subdivision (f), including, but not limited to, the expenditure plan adopted by the MTA board as "Attachment A" in Ordinance #08 -01 adopted by the board on July 24, 2008, and in addition to any other notice requirements in the proposing ordinance, the board shall notify the Members of the Legislature representing the County of Los Angeles of all of the following:
(1) A description of the proposed amendments to the adopted expenditure plan that would do any of the following:
(A) Affect the amount of net revenues derived from the tax imposed pursuant to this act that is proposed to be expended on a capital project or projects identified in the adopted expenditure plan.
(B) Affect the schedule for the availability of funds proposed to be expended on a capital project or projects identified in the adopted expenditure plan. (C) Affect the schedule for the estimated or expected completion date of a capital project or projects identified in the adopted expenditure plan.

FTIP #: LA9919452
Subregion ID: Gateway Cities

Project#: MR306.65
FA# 9200000000MR3065

Rev: 11-1-14 3 FA Measure R Hwys Sub Attachment B
Measure R Expenditure Guidelines

(2) The reason for the proposed amendment.
(3) The estimated impact the proposed amendment will have on the schedule, cost, scope, or timely availability of funding for the capital project or projects contained in the adopted expenditure plan.

SOURCES OF FUNDS FY 2025-26
Qtr 1
FY 2025-26
Qtr 2
FY 2025-26
Qtr 3
FY 2025-26
Qtr 4
FY 2026-27
Qtr 1
FY 2026-27
Qtr 2
FY 2026-27
Qtr 3
FY 2026-27
Qtr 4
TOTAL
BUDGET
LACMTA PROGRAMMED FUNDS:

MEASURE R FUNDS:

PAED $9,230 $9,230 $9,230 $9,230 $3,080 $40,000
PS&E $88,000 $132,000 $132,000 $44,000 $396,000
RW Support $0
Const. Support $0
RW $112,500 $112,500 $112,500 $112,500 $112,500 $112,500 $675,000 Construction $0
Total MEASURE R $9,230 $9,230 $121,730 $121,730 $203,580 $244,500 $244,500 $156,500 $1,111,000 SUM PROG LACMTA FUNDS:$9,230 $9,230 $121,730 $121,730 $203,580 $244,500 $244,500 $156,500 $1,111,000

PROJECT FUNDING
FY25-26 and FY26-27 $9,230 $9,230 $121,730 $121,730 $203,580 $244,500 $244,500 $156,500 $1,111,000 SOURCES OF FUNDS FY 2027-28
Qtr 1
FY 2027-28
Qtr 2
FY 2027-28
Qtr 3
FY 2027-28
Qtr 4
FY 2028-29
Qtr 1
FY 2028-29
Qtr 2
FY 2028/29
Qtr 3
FY 2028-29
Qtr 4
TOTAL
BUDGET
LACMTA PROGRAMMED FUNDS:

MEASURE R FUNDS:

PAED $0
PS&E $0
RW Support $0
Const. Support $55,000 $165,000 $110,000 $330,000
RW $75,000 $75,000
Construction $366,665 $1,100,000 $733,335 $2,200,000
Total MEASURE R $75,000 $421,665 $1,265,000 $843,335 $0 $0 $0 $0 $2,605,000 SUM PROG LACMTA FUNDS:$75,000 $421,665 $1,265,000 $843,335 $0 $0 $0 $0 $2,605,000

PROJECT FUNDING
FY27-28 and FY28-29 $75,000 $421,665 $1,265,000 $843,335 $0 $0 $0 $0 $2,605,000

SUMMARY OF ALL FUNDS
PAED $9,230 $9,230 $9,230 $9,230 $3,080 $0 $0 $0 $40,000 PS&E $0 $0 $0 $0 $88,000 $132,000 $132,000 $44,000 $396,000 RW Support $0 $0 $0 $0 $0 $0 $0 $0 $0
Const. Support $0 $55,000 $165,000 $110,000 $0 $0 $0 $0 $330,000 RW $75,000 $0 $112,500 $112,500 $112,500 $112,500 $112,500 $112,500 $750,000 Construction $0 $366,665 $1,100,000 $733,335 $0 $0 $0 $0 $2,200,000 TOTAL MILESTONES $84,230 $430,895 $1,386,730 $965,065 $203,580 $244,500 $244,500 $156,500 $3,716,000 SUM PROG LACMTA FUNDS $84,230 $430,895 $1,386,730 $965,065 $203,580 $244,500 $244,500 $156,500 $3,716,000 SUM NON-LACMTA FUNDS $0 $0 $0 $0 $0 $0 $0 $0 $0
TOTAL PROJECT FUNDING $84,230 $430,895 $1,386,730 $965,065 $203,580 $244,500 $244,500 $156,500 $3,716,000 ATTACHMENT B-1 - EXPENDITURE PLAN COST & CASH FLOW BUDGET Measure R Program - Funding Agreement Projects - FA# 9200000000MR306.65 Project Title: Clara Street Corridor Intersection Improvements Project Project#: MR306.65

PROGRAMMED SOURCES OF FUNDS

FTIP #: LA9919452
Subregion ID: Gateway Cities

Project#: MR306.65
FA# 9200000000MR306.65

Rev: 05.03.19 1 FA Measure R Hwys Gen Attachment C
Scope of Work

ATTACHMENT C

SCOPE OF WORK

PROJECT TITLE:

Clara Street Corridor Intersection Improvements Project

PROJECT LOCATION:

The project is located along the corridor of Clara Street in the City of Bell Gardens, in Los Angeles County.

PROJECT LIMITS:

This project’s limits are:
• Intersection of Clara Street and Eastern Avenue
• Intersection of Clara Street and Jaboneria Road
• Intersection of Clara Street and Garfield Avenue
• Intersection of Clara Street/Scout Street and Florence Avenue

NEXUS TO HIGHWAY OPERATION, DEFINITION/PROJECT PURPOSE:

Caltrans, in cooperation with other agencies, proposed to improve Interstate 710 (I-710) in Los Angeles County between Ocean Boulevard and State Route 60 (SR-60). The I-710 Corridor is a vital transportation artery, linking the communities along it and the Port of Los Angeles and Port of Long Beach to Southern California and beyond.

The purpose of this project is to improve transportation conditions on local roadways, which will have a positive effect for the I-710 Corridor and the surrounding communities, including Bell Gardens. The project will improve air quality and public health by reducing congestion and improving traffic flow. The project will improve traffic safety by implementing collision countermeasures and modernizing intersection designs. The project will modernize freeway design to accommodate projected traffic volumes an d enhance operational efficiency. The project will address projected growth in population, employment, and activities related to goods movement, based on SCAG population projections and projected container volume increases at the Ports of Los Angeles and Long Beach.

PROJECT BACKGROUND:

The Clara Street corridor runs parallel south of Florence Avenue from Huntington Park to the Bell Gardens/Downey boundary. Clara Street crosses both the I-710 and Los Angeles River, providing a vital local crossing. For these reasons Clara Street was selec ted for the project location as it will allow the project to address projected traffic volumes, improve operations and intersection capacity, and enhance safety to address accident history.

FTIP #: LA9919452
Subregion ID: Gateway Cities
Project#: MR306.65
FA# 9200000000MR306.65
Rev: 05.03.19 2 FA Measure R Hwys Gen Attachment C
Scope of Work
PROJECT BUDGET:

COMPONENT
PA&ED
PS&E
ROW
Construction Support
AMOUNT
$ 40,000
$ 396,000
$ 750,000
$ 330,000
Construction Capital $ 2,200,000
Total Budget $ 3,716,000
PROJECT SCOPE/DESCRIPTION:

The Project involves improvements at several key intersections along Clara Street:

Intersection of Clara Street and Eastern Avenue
Restriping for dedicated right turn lanes; reducing sidewalk width for dedicated left, thru, and right turn lanes; signal and roadway improvements for left turn phasing.

Intersection of Clara Street and Jaboneria Road
Restriping for dedicated left, thru, and right lanes; changing signal operations to normal versus split phase.

Intersection of Clara Street and Garfield Avenue
Constructing an island for increased turn radius, requiring right-of-way acquisition at one corner.

Intersection of Clara Street/Scout Street and Florence Avenue Narrowing sidewalks for dedicated left, thru, and right turn lanes; restriping existing lanes.

PA&ED
I.Project Approval – 35% Work Product
Tasks to be performed include, but are not limited to, the following:

A.Account for field visits of the project area to identify design issues. Record existing site conditions in photographs and/or video.

B.Provide a complete survey of the project area, establishing horizontal and vertical control for the project. Mapping shall include topographic features within 50 feet of project area.

C.Identify and coordinate with all utilities in the project area to facilitate the final design of the Project.

D.Prepare permit applications to obtain County Public Works Flood E.Control permits with submittals to be conducted concurrently with all plan submittals and SCE for pole relocation.

FTIP #: LA9919452
Subregion ID: Gateway Cities

Project#: MR306.65
FA# 9200000000MR306.65

Rev: 05.03.19 3 FA Measure R Hwys Gen Attachment C
Scope of Work

F. Conduct geotechnical investigations within project area.

G. Identify right-of-way acquisitions, and/or vacations to provide for the optimal alignment of Road, which shall incorporate roadway widening, development build outs and preservation of existing improvements and scenic character of the area.

H. Identify street pavement structural sections for project area.

I. Identify all drainage/BMP structure improvements, based upon hydrology, hydraulic calculations and water quality issues. Structural BMPs shall be incorporated into the street design for stormwater quality improvements prior to entering natural waterways.

J. Prepare and submit PA plans for roadway improvements, as well as the recommended ultimate repair strategy. The Engineer shall prepare and provide CAD drawings of the proposed alignment, which shall include vertical and horizontal alignment, improvements, and drainage/BMP structures. Right-of-way acquisitions and/or vacations shall be clearly identified.

K. Prepare and submit an Engineer's construction cost estimate for all recommended improvements.

II. Environmental Analysis
Tasks to be performed include, but are not limited to, the following:

A. Define a complete and detailed project description and delineate project study areas that will meet the needs of technical analyses and Initial Study/Mitigated Negative Declaration or Categorical Exemption (IS/MND/CE).

B. Conduct the required technical analysis for the project.

C. Prepare, following completion of appropriate technical analysis, an Administrative Draft IS, consistent with CEQA Guidelines Appendix G, for review and approval by the City.

D. Prepare the Draft IS and Draft MND for public circulation or Draft CE.

E. Prepare responses to public review of Draft and prepare a Final MND or prepare Notice of Exemption/CE and submit for review to the City.

F. Prepare an MMRP, if applicable.

G. Coordinate with the City and prepare permit applications/notifications for the Project as applicable.

PS&E

I. 65%, 95%, and Final Design – Plans, Specifications, and Estimates Tasks to be performed include, but are not limited to, the following:

A. Prepare the 65%, 95% and Final civil roadway plans for the required improvements, consistent with City format. At a minimum, the plan set shall include Title Sheet, Site Plan, General Construction Notes, Horizontal Control, Typical Sections and Details, Plan and Profile, Drainage/BMP Structure(s) Details, Traffic Striping/Signage/Signal Plans, Street Lighting/ Electrical, Bike Lane Plans, and Median/Landscaping Plans.

FTIP #: LA9919452
Subregion ID: Gateway Cities

Project#: MR306.65
FA# 9200000000MR306.65

Rev: 05.03.19 4 FA Measure R Hwys Gen Attachment C
Scope of Work

B. Submittal of plan set shall be delivered at 65% and 95% complete and Final (three (3) sets per submittal). When project is complete, the Engineer shall provide AutoCAD files for all plan sheets.

C. Assist the City for the Community Information Workshop after the 90% submittal by preparing exhibits and attending workshop and be prepared to discuss concerns of the property owner, particularly with issues of right-of-way acquisition.

D. Prepare construction specifications consistent with City format (SSPWC "Greenbook" APWA, current edition with updates).

E. Submittal of specifications shall be delivered to the City at 65%, 95% and Final submittals.

When project is complete, the Consultant shall provide a digital file of specification package in Microsoft Word format for Windows.

F. Prepare an engineer's construction cost estimate based on the itemized quantity take-off from the contract documents at the 65%, 95% and Final submittals.

G. Submittal of the engineer's construction cost estimate shall be delivered to the City at all submittals complete and Final in a spreadsheet format.

II. Project Management and Preparation of Periodic Updated Schedule, Deliverables, and Meetings Tasks to be performed include, but are not limited to, the following:

A. Meet as needed with the City to accomplish Project tasks as outlined. Meetings expected between the Consultant and City, shall be and not be limited to: Project Kick -off Meeting, presentation of plan exhibits, progress meetings and preparation for the Comm unity Information Workshop at 95% design completion.

B. Provide periodic schedule updates on deliverables and meetings as changes to original schedule occur or as needed based on the needs of the project.

ROW

I. Right-of-Way Support
Tasks to be performed include, but are not limited to, the following:

A. Prepare and provide exhibits, plats and legal descriptions for the properties requiring right of way acquisition, slope easements, temporary construction easements and/or rights-of-entry.

B. Meet as needed with the City to accomplish Project tasks as outlined. Meetings expected between the Consultant and City, shall be and not be limited to: Project Kick-off Meeting, site visits, progress meetings and preparation for City Council meetings.

C. Provide periodic schedule updates on deliverables and meetings as changes to original schedule occur or as needed based on the needs of the project.

II. Right-of-Way Capital
Tasks to be performed include, but are not limited to, the following:

A. Order title reports/litigation guarantees.

FTIP #: LA9919452
Subregion ID: Gateway Cities

Project#: MR306.65
FA# 9200000000MR306.65

Rev: 05.03.19 5 FA Measure R Hwys Gen Attachment C
Scope of Work

B. Present conceptual plans to property owners adjacent to project.

C. Choose an Appraiser to prepare and provide appraisal of properties requiring right of way acquisition.

D. Authorize appraisals and improvements pertaining to properties.

E. Notify and meet with property owners of appraisals and detailed improvements to their properties.

F. Set just compensation.

G. Present written offer letters and appraisal summaries to property owners.

H. Conduct negotiations to settlement.

Construction

Grantee expects to provide construction oversight to facilitate the bidding process, award a contract for construction, and to perform the following tasks:

A. Coordinate with city staff to initiate and complete the bidding phase including award of the construction contract by the City Council.

B. Provide management and inspection of construction activities, including change order analysis and review, RFI processing, submittal processing, budget analysis and updates and closeout.

C. Complete project management activities for compliance with Funding Agreement requirements and guidelines.

D. Complete project closeout.

The Engineer shall meet as needed with the Grantee to accomplish Project tasks as outlined. Meetings expected between the Engineer and Grantee shall include, but not be limited to, Pre-Construction Meeting, progress meetings and preparation of responses to RFls.

MILESTONES: The implementation schedule for this project will be as follows.

START DATE COMPLETION DATE
PLANNING July 2025 September 2025
PRELIMINARY DESIGN October 2025 February 2026
PA&ED March 2026 July 2026
PS&E August 2026 April 2027
ROW January 2026 August 2027
CON BID & AWARD September 2027 November 2027
CON December 2027 May 2028
CLOSEOUT June 2028 July 2028

FTIP #: LA9919452
Subregion ID: Gateway Cities

Project#: MR306.65
FA# 9200000000MR306.65

Rev: 05.03.19 6 FA Measure R Hwys Gen Attachment C Scope of Work

ATTACHMENT C – Location Map(s)

Pa
g
e

1 9
4 o
f

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2 FTIP #: LA9919452 Subregion ID: Gateway Cities Project#: MR306.65 FA# 9200000000MR30665

Rev: 06.18.2020 FA Measure R Hwys Gen Attachment D Project Reporting & Expenditure Guidelines

1 FA ATTACHMENT D PROJECT REPORTING & EXPENDITURE GUIDELINES REPORTING PROCEDURES • Quarterly Progress/Expenditure Report (Attachment D-2) are required for all projects. The GRANTEE shall be subject to and comply with all applicable requirements of the funding agency regarding project-reporting requirements. In addition, GRANTEE will submit the Quarterly Expenditure Report to the LACMTA, after receiving LACMTA Project Manager’s acceptance of the draft report, at [email protected] or by mail to Los Angeles Metropolitan Transportation Authority, Accounts Payable, P. O. Box 512296, Los Angeles, California 90051-0296. Please note that letters or other forms of documentation may not be substituted for this form. • The Quarterly Progress/Expenditure Report covers all activities related to the project and lists all costs incurred. It is essential that GRANTEE provides complete and adequate response to all the questions. The expenses listed must be supported by appropriate documentation with a clear explanation of the purpose and relevance of each expense to the project. • In cases where there are no activities to report, or problems causing delays, clear explanation, including actions to remedy the situation, must be provided. • GRANTEE is required to track and report on the project schedule. LACMTA will monitor the timely use of funds and delivery of projects. Project delay, if any, must be reported each quarter. • The draft Quarterly Progress/Expenditure Report is due to the LACMTA as soon as possible after the close of each quarter, but no later than the following dates for each fiscal year: Quarter Report Due Date July –September November 30 October - December February 28 January - March May 31 April - June August 31 LACMTA Project Manager shall review and respond in writing to the draft Quarterly Expenditure Report within thirty (30) calendar days from receipt.

FTIP #: LA9919452 Subregion ID: Gateway Cities Project#: MR306.65 FA# 9200000000MR30665

Rev: 06.18.2020 FA Measure R Hwys Gen Attachment D Project Reporting & Expenditure Guidelines

2 Upon completion of the Project a final report that includes project’s final evaluation must be submitted. EXPENDITURE GUIDELINES • Any activity or expense charged above and beyond the approved Scope of Work (FA Attachment C) is considered ineligible and will not be reimbursed by the LACMTA unless prior written authorization has been granted by the LACMTA Chief Executive Officer or his/her designee. • Any expense charged to the grant must be clearly and directly related to the project. • Administrative cost is the ongoing expense incurred by the GRANTEE for the duration of the project and for the direct benefit of the project as specified in the Scope of Work (Attachment C). Examples of administrative costs are personnel, office supplies, and equipment. As a condition for eligibility, all costs must be necessary for maintaining, monitoring, coordinating, reporting and budgeting of the project. Additionally, expenses must be reasonable and appropriate to the activities related to the proj ect. • LACMTA is not responsible for, and will not reimburse any costs incurred by the GRANTEE prior to the Effective Date of the FA, unless written authorization has been granted by the LACMTA Chief Executive Officer or his/her designee. DEFINITIONS • Allowable Cost: To be allowable, costs must be reasonable, recognized as ordinary and necessary, consistent with established practices of the organization, and consistent with industry standard of pay for work classification. • Excessive Cost: Any expense deemed “excessive” by LACMTA staff would be adjusted to reflect a “reasonable and customary” level. For detail definition of “reasonable cost”, please refer to the Federal Register OMB Circulars A-87 Cost Principals for State and Local Governments; and A-122 Cost Principals for Nonprofit Organizations. • Ineligible Expenditures: Any activity or expense charged above and beyond the approved Scope of Work is considered ineligible.

Invoice #
QUARTERLY PROGRESS / EXPENSE REPORT Invoice Date
FA#
Quarterly Report #

GRANTEES ARE REQUESTED TO EMAIL THIS REPORT TO
[email protected]
or submit by mail to:

Los Angeles County Metropolitan Transportation Authority Accounts Payable
P. O. Box 512296
Los Angeles, California 90051-0296
after the close of each quarter, but no later than November 30, February 28, May 31 and August 31. Please note that letters or other forms of documentation may not be substituted for this form. Refer to the Reporting and Expenditure Guidelines (Attachment D) for further information.

Balance Remaining

% of Project Budget Expended to
Date
Please itemize grant-related charges for this Quarter on Page 5 of this report and include totals in this Section.

Retention Amount
This Quarter Expenditure
Project Quarter Expenditure
Net Invoice Amount (Less
Retention)
LACMTA Measure R Grant $
Grantee To Complete
LACMTA FA MEASURE R ATTACHMENT D-2
SECTION 1: QUARTERLY EXPENSE REPORT
Total Project Budget
-$

Project-to-Date Expenditure
Funds Expended to Date (Include
this Quarter)
Rev: 05.28.21 1 FA Measure R Hwys Gen Attachment D-2 Quarterly ReportPage 197 of 352

PROJECT TITLE:

QUARTERLY REPORT SUBMITTED FOR:

Fiscal Year :2020-2021 2021-2022 2022-2023
2023-2024 2024-2025 2025-2026
Quarter :Q1: Jul - Sep Q2: Oct - Dec
Q3: Jan - Mar Q4: Apr - Jun
DATE SUBMITTED:

LACMTA MODAL CATEGORY:

RSTI Pedestrian
TDM Goods Movement
Transit
Phone Number:

E-mail:
213-547-4264
Job Title:

Bicycle
Name:

FA #:

LACMTA Project Manager
Project Sponsor Contact /
Project Manager
Phone Number:

Mailing Address:

City / Agency:

Department:

Highways
[email protected]
Nicole Hernandez
9200000000MR3065
Signal Synchronization
Clara Street Corridor Improvement Project
SECTION 2: GENERAL INFORMATION
Contact Name:

E-mail:

Rev: 05.28.21 2 FA Measure R Hwys Gen Attachment D-2 Quarterly ReportPage 198 of 352

Start Date End Date
On schedule per original FA schedule Less than 12 months behind original schedule Between 12-24 months behind original schedule More than 24 months behind original schedule Yes No Not Applicable
Yes No Not Applicable
Construction
Ground Breaking Event
Design Bid & Award
Environmental Clearance
Right-of-Way Acquisition
Start Date
Construction Bid & Award
Design
FA Milestones
SECTION 3 : QUARTERLY PROGRESS REPORT
Actual Schedule
End Date

1.      DELIVERABLES & MILESTONES
Original FA Schedule in Scope of Work
List all deliverables and milestones as stated in the FA,with start and end dates.Calculate the total project duration.DO NOT CHANGE THE ORIGINAL FA MILESTONE START AND END DATES SHOWN IN THE 2 ND AND 3 RD COLUMNS BELOW.

Grantees must make every effort to accurately portray milestone dates in the original FA Scope of Work,since this will provide the basis for calculating any project delay.If milestone start and/or end dates change from those stated in the Original FA Scope of Work,indicate the new dates under Actual Schedule below and re- calculate the project duration.However,this does not change the original milestones in your FA.PER YOUR FA AGREEMENT,ANY CHANGES TO THE PROJECT SCHEDULE MUST BE FORMALLY SUBMITTED UNDER SEPARATE COVER TO LACMTA FOR WRITTEN CONCURRENCE.

B. Was the project design started within 6 months of the date originally stated in the FA? C. Was a construction contract or capital purchase executed within 9 months after completion of design / specifications?

2. PROJECT COMPLETION
Total Project Duration (Months)
Ribbon Cutting Event
A. Based on the comparison of the original and actual project milestone schedules above, project is (select only one) :

Rev: 05.28.21 3 FA Measure R Hwys Gen Attachment D-2 Quarterly ReportPage 199 of 352

4. PROJECT DELAY
If project is delayed, describe reasons for delay (this quarter). Pay particular attention to schedule delays. If delay is for the same reason as mentioned in previous quarters, please indicate by writing "Same as Previous Quarter".

5. ACTION ITEMS TO RESOLVE DELAY
List tasks or milestones accomplished and progress made this quarter.

3. TASKS / MILESTONES ACCOMPLISHED
If the project is delayed (as described in #4), include action items that have been, or will be, undertaken to resolve the delay.

Rev: 05.28.21 4 FA Measure R Hwys Gen Attachment D-2 Quarterly ReportPage 200 of 352

1 2
3 4
5 6
7 8
9 10
11 12
13 Invoice Payment Information:

LACMTA will make all disbursements electronically unless an exception is requested in writing.

ACH Payments require that you complete an ACH Request Form and fax it to Accounts Payable at 213-922-6107.

ACH Request Forms can be found at www.metro.net/callforprojects .

Written exception requests for Check Payments should be completed and faxed to Accounts Payable at 213-922-6107.

Signature Date
Name Title
TOTAL

TOTAL EXPENSES CHARGED TO LACMTA MEASURE R GRANT
SECTION 4: ITEMIZED LISTING OF EXPENSES AND CHARGES THIS QUARTER INVOICE #
All expenses and charges must be itemized and listed below. Each item listed must be verifiable by an invoice and/or other proper documentation.

The total amounts shown here must be equal to this quarter’s expenditures listed on page 1 of this report. All expenses and charges must be reflective of the approved budget and rates as shown in the FA Attachment B, Scope of Work. Use additional pages if needed.

ITEM
stated in this report is true and correct.

All receipts, invoices, and time sheets, attached and included with this Expense Report must be listed and shown under the Invoice Number column of the Itemized Listing (above).

Note:
and that to the best of my knowledge and belief the information I certify that I am the responsible Project Manager or fiscal officer and representative of Rev: 05.28.21 5 FA Measure R Hwys Gen Attachment D-2 Quarterly ReportPage 201 of 352

Los Angeles Metropolitan Transportation Authority
2025 Federal Transportation Improvement Program ($000)
LA9919452TIP ID Implementing Agency Bell Gardens, City of SCAG RTP Project #:

Conformity Category: EXEMPT - 93.127
Project Description: Improvements at intersections of Clara St and Eastern Ave, Jaboneria Rd, Garfield Ave, and Florence Ave.

Restriping for dedicated LT, RT, thru lanes; narrowing sidewalks for dedicated LT, RT, thru lanes; signal & roadway improvements for LT phasing; change signal operations to normal vs split phase; construct island for increased turn radius, requiring ROW at one corner; restriping existing lanes.

Study:N/A Is Model: Model #:

PM: Bernardo Iniguez - (562)806-7770
LS: N LS GROUP#:

PPNO:EA #:

Program Code: NCRH1 - INTERSECTION IMPROVEMENTS/CHANNELIZATION Stop Loc:

Air Basin: SCAB Envir Doc: CATEGORICAL EXEMPTIONS -- CEQA - 07/31/2026
Uza: Los Angeles-Long
Beach-Santa Ana
Sub-Area: Sub-Region: Gateway Cities
COG
CTIPS ID:

Lane # Extd: Lane # Prop: Imprv Desc:

Hov acs eg loc: Toll Rate:

0.00 Toll Colc Loc: Toll Method:

System :Local Hwy Completion Date 12/31/2032Phase: No Project ActivityDistance: Postmile: Route :

PRIOR PROG TOTAL BEYONDPHASE29/3028/2927/2826/2725/2624/25 $0 $436 $436 PEMR20H - Measure R 20% Highway
CON
RW
SUBTOTAL $3,716 $2,530 $1,186
$2,530 $2,530 $0
$750 $0 $750
$1,186 $2,530 TOTAL
TOTAL PE: $436 TOTAL RW: $750 TOTAL CON: $2,530
$3,716
TOTAL PROGRAMMED: $3,716
- General Comment:
- Modeling Comment:
- TCM Comment:
- Amendment Comment:
- CMP Comment:
- Narrative:

Change reason:NEW PROJECT Total Project CostLast Revised Amendment 25-12 - Submitted $3,716 1Page Tuesday, May 20, 2025

FTIP #: LA9919452
Subregion ID: Gateway Cities

Project#: MR306.65
FA# 9200000000MR30665

Rev: 05.15.19 FA Measure R Hwys Gen Attachment F Bond Requirements

1 ATTACHMENT F

BOND REQUIREMENTS

The provisions of this Attachment F apply only if and to the extent some or all of the Funds are derived from LACMTA issued Bonds or other debt, the interest on which is tax exempt for federal tax purposes (collectively, the "Bonds").

GRANTEE acknowledges that some or all of the Funds may be derived from Bonds, the interest on which is tax-exempt for federal tax purposes or with respect to which LACMTA receives a Federal subsidy for a portion of the interest cost or the investor receives a tax credit. GRANTEE further acknowledges its understanding that the proceeds of the Bonds are subject to certain ongoing limitations relating to the use of the assets financed or provided with such proceeds ("Project Costs" or "Project Components") in the trade or business of any person or entity other than a governmental organization (any such use by a person or enti ty other than a governmental organization is referred to as "Private Use"). Private Use will include any sale, lease or other arrangement pursuant to which a nongovernmental person or entity receives a legal entitlement of a Project Component and also includes certain agreements pursuant to which a nongovernmental person will operate or manage a Project Component. Each quarterly invoice submitted by GRANTEE to reimburse prior expenditures (or to be received as an advance) shall provide information regarding the specific Project Costs or Project Components to which the Funds which pay that invoice will be allocated and whether there is or might be any Private Use associated with such Project Costs or Project Components. GRANTEE will, for the entire time over which LACMTA's Bonds or other debt remains outstanding , (1) notify and receive LACMTA' s approval prior to entering into any arrangement which will or might result in Private Use and (2) maintain records, including obtaining records from contractors and subcontractors as necessary, of all allocations of Funds to Project Costs or Project Components and any Private Use of such Project Costs or Project Components in sufficient detail to comply and establish compliance with Section 141 of the Internal Revenue Code of 1986, as amended (the "Code"), or similar code provision then in effect and applicable, as determined by the LACMTA in consultation with its bond counsel.

GRANTEE will designate one or more persons that will be responsible for compliance with the obligations described in this Attachment F and notify LACMTA of such designations.

CITY OF BELL GARDENS

OFFICE OF THE CITY MANAGER

EXECUTIVE SUMMARY
TO:Honorable Mayor and City Council Members
FROM:Michael O’Kelly, City Manager
BY: Daisy Gomez, City Clerk
SUBJECT:Local Commissions Appointment List
MEETING DATE:October 27, 2025
RECOMMENDATION:

It is staff's recommendation that the City Council review the Commissions Appointments List and by motion, remove commissioners and/or make appointments to the posted vacancies.

BACKGROUND / DISCUSSION:

The Local Appointments List includes all Bell Gardens Commissions and Commissioners. The City Council adopted Ordinance No. 825 on July 13, 2009 establishing minimum requirements for service on commissions. All Commissioners must reside within the City of Bell Gardens and may only serve on one Commission at a time. Once appointed, each Commissioner must adhere to the requirements of the City's Conflict of Interest Code and state-mandated AB 1234 ethics training and AB 1661 harassment training.

Ordinance No. 825 allows each Council Member to remove or appoint one candidate per Commission, subject to the approval of the Council majority. Appointed Commission Members serve terms that coincide with the term of the Council Member who made the appointment.

CONCLUSION:

After an appointment is made, Commission members will receive their Oath of Office before beginning service with their respective Commission at the next regularly scheduled Commission meeting. The City Clerk's Office will arrange for the proper filing of Conflict of Interest Code forms and schedule trainings for AB 1234 and AB 1661.

FISCAL IMPACT:

No fiscal impact.

ELECTRONICALLY APPROVED BY:

Michael B. O'Kelly, City Manager
Stephanie Vasquez, City Attorney
Manual Carrillo, Director of Finance and Administrative Services

Updated: 10/9/2025

CITY OF BELL GARDENS

NOTICE OF COMMISSION VACANCIES

AND ACTIVE COMMISSIONERS

EDUCATION COMMISSION

PLANNING COMMISSION

RECREATION, CULTURAL AND YOUTH COMMISSION

SENIOR CITIZEN COMMISSION

TRAFFIC AND SAFETY COMMISSION
The City Council is seeking applications for the following vacancies:

Meeting Date: Second Thursday of every month, City Hall Council Chamber, 5:00 p.m.

Staff Liaison - Ana Avalos, Recreation and Community Services Supervisor, (562) 806-7650 Meeting Date: Third Wednesday of every month, City Hall Council Chamber, 5:15 p.m.

Staff Liaison - Steven Jones, City Planner, (562) 806-7722 VACANT Barcena 9/17/2025
Meeting Date: Third Thursday of every month, City Hall Council Chamber, 6:00 p.m.

Staff Liaison – Armando Andrade, Recreation and Community Services Supervisor, (562) 806-7650 Meeting Date – Second Wednesday of every month, City Hall Council Chamber, 6:00 p.m.

Staff Liaison – Diana Ortiz, Recreation and Community Services Supervisor (562) 806-7650 Meeting Date – First Tuesday of every month, City Hall Council Chamber, 5:30 p.m.

Staff Liaison – Bernardo Iniguez , Director of Public Works/Facilities (562) 806-7770 Applicants must be residents of the City. No person previously convicted of a felony in this state or elsewhere shall be permitted to serve on any City Commission. Before assuming the duties of a commissioner, each person appointed shall take and file with the City Clerk the same constitutional oath of office required of members of the city council. Any member of a commission shall be deemed to have resigned from the commission, and his or her office as a member of the commission shall automatically vacated, in the event, the member ceases to be a resident of the City or is convicted of a felony. (Bell Gardens Municipal Code Sections 2.68.030, 2.28.030, 2.22.030, 2.35.030) Applications may be obtained from the City Clerk’s Office: 7100 Garfield Ave, Bell Gardens, CA 90201. Applications will be accepted in the City Clerk’s Office on a continuous basis until an appointment is made. Please call the City Clerk’s Office at (562) 806-7705 or email [email protected] for more information.

Daisy Gomez, City Clerk
Ereni de la Paz Barcena 9/22/2025
Linda Judith Lopez Chavez 4/28/2025
Crystal Jimenez De La Rosa 1/13/2025
Juan Manuel Rojas Guillen 1/27/2025
Miguel Maravilla Sanchez 1/13/2025
Carlos Jose Barrera Chavez 1/13/2024
Kenneth Preciado De La Rosa 1/13/2025
Yorgelys Monroy Guillen 2/11/2025
Oscar Boado Sanchez 9/11/2023
VACANT Barcena 1/6/2025
Katelynn Cabrera Chavez 4/28/2025
Ainslee Preciado De La Rosa 2/24/2025
VACANT Guillen 3/11/2025
Carmen Vargas Sanchez 7/22/2024
Ana Maria Sanchez Flores Barcena 1/9/2023
Mayra Teresa Yañez Chavez 4/28/2025
Karina Garcia De La Rosa 5/12/2025
VACANT Guillen
Stephanie Perez Sanchez 1/23/2023
David Heredia Barcena 1/9/2023
Edgar Juvenal Lopez Bustillos Chavez 4/28/2025
Gustavo Mendez De La Rosa 4/14/2025
Samuel Perez Guillen 2/24/2025
VACANT Sanchez 10/9/2025

NAME APPOINTED BY VACANCY
POSTED

APPOINTMENT
DATE

CITY OF BELL GARDENS

OFFICE OF THE CITY MANAGER

EXECUTIVE SUMMARY
TO:Honorable Mayor and City Council Members
FROM:Michael O’Kelly, City Manager
BY: Jennifer Pineda, Senior Management Analyst SUBJECT:Support for the California Proposition 50 Election Rigging Response Act
MEETING DATE:October 27, 2025
RECOMMENDATION:

It is staff's recommendation that the City Council take an official position in support of the California Proposition 50 Election Rigging Response Act.

BACKGROUND / DISCUSSION:

Ordinarily, states redraw congressional boundaries only once per decade, following the U.S. Census. However, in August 2025, the Texas Legislature passed, and the Texas Governor signed, a bill to adopt new congressional maps for the 2026 elections without a court order. Analysts describe the Texas plan as highly partisan, designed to create five additional Republican-leaning districts. Republicans currently hold 220 seats and Democrats hold 213 seats. With control of the U.S. House often determined by only a few seats, any change can significantly shift the national balance of power.

In response to President Trump’s partisan attempt to consolidate political power in coordination with state leaders in Texas, Governor Gavin Newsom and the California State Legislature have called a special election to consider Proposition 50. The measure aims to protect fair representation and ensure that California’s congressional influence is not undermined by partisan gerrymandering in other states. Proposition 50 reflects California’s long-standing role in defending its diverse communities from politically motivated federal actions, including past efforts to restrict immigration, reduce public funding, and target working-class neighborhoods such as Bell Gardens.

The outcome of Proposition 50 could have direct consequences for representation in the U.S. House and, in turn, for major federal funding and policy decisions that affect all Bell Gardens residents. Control of Congress determines the future immigration policies and critical federal funding for programs such as Medicaid, Supplemental Nutrition Assistance Program (SNAP) food assistance, Section 8 Housing Choice Vouchers, and disaster relief. Many of these safety net programs disproportionately benefit low-income households, immigrant communities, and unhoused residents.

Proposition 50 would establish new congressional boundaries in California designed to offset the five partisan seats created in Texas, potentially resulting in up to five additional

Democratic-leaning districts. Supporters argue this adjustment would help maintain balance in Congress and safeguard California’s ability to serve as a check on federal overreach.

The proposition includes several other key provisions:
•Reaffirms Independent Redistricting: Proposition 50 reinforces California’s commitment to independent redistricting and calls for a nationwide commitment to fair and impartial maps.
•Empowers Voters: Proposition 50 provides the residents of California with the direct democratic power to approve emergency congressional district maps in response to the federal administration’s election rigging scheme. •Temporary and Proportional: Applies only through the 2030 election, ensuring emergency maps expire with the next census cycle.
•Preserves Reforms: Protects the California Citizens Redistricting Commission’s long-term authority to draw future congressional districts.

Adopting Proposition 50 would help preserve balance in a narrowly divided U.S. House by countering Texas’ mid-cycle addition of Republican-leaning districts with offsetting Democratic-leaning seats in California. The measure offers a crucial safeguard to ensure that Californians representation in Congress remains fair and that the voices of the state’s diverse communities are not diminished by partisan gerrymandering elsewhere.

CONCLUSION:

Proposition 50 offers Californians a temporary but essential tool to protect fair representation in Congress amid unprecedented partisan redistricting efforts in other states. Staff recommends that the City Council take an official position regarding Proposition 50.

FISCAL IMPACT:

Fiscal Impact Pending.

APPROVED ELECTRONICALLY BY:

Michael B. O'Kelly, City Manager
Stephanie Vasquez, City Attorney
Manuel Carrillo, Director of Finance and Administrative Services

QUICK-REFERENCE GUIDE
AUTHORIZES TEMPORARY CHANGES TO PROP CONGRESSIONAL DISTRICT MAPS IN RESPONSE50 TO TEXAS’ PARTISAN REDISTRICTING.LEGISLATIVE CONSTITUTIONAL AMENDMENT.

SUMMARY Put on the Ballot by the Legislature
Requires temporary use of new congressional district
maps through 2030. Directs independent Citizens
Redistricting Commission to resume enacting
congressional district maps in 2031. Establishes policy supporting nonpartisan redistricting commissions nationwide. Fiscal Impact: One-time costs to counties of up to a few million dollars statewide to update election materials to refect new congressional district maps.

WHAT YOUR VOTE MEANS
YES A YES vote on thismeasure means: The state would use new, legislatively drawn congressional district maps starting in 2026. California’s
new maps would be used
until the California Citizens
Redistricting Commission
draws new maps following
the 2030 U.S. Census.

ARGUMENTS
PRO Proposition 50—
The Election Rigging Response Act— approves temporary, emergency congressional district maps to counter Donald Trump’s scheme to rig next year’s congressional election and reafrms California’s commitment to independent, nonpartisan redistricting after the next census. Vote Yes on 50 for democracy in all 50 states. Learn more at StopElectionRigging.com.

FOR ADDITIONAL INFORMATION
FOR Governor Gavin Newsom Yes on 50, The Election Rigging Response Act, Governor Newsom’s Ballot Measure Committee 555 Capitol Mall, Suite 400 Sacramento, CA 95814 [email protected] StopElectionRigging.com NO A NO vote on thismeasure means: Current congressional district maps drawn by the California Citizens Redistricting Commission
(Commission) would
continue to be used in
California until the
Commission draws new
maps following the 2030
U.S. Census.

CON Prop. 50 was
written by politicians, for politicians— dismantling safeguards that keep elections fair, removes requirements to keep local communities together, and eliminates voter protections that ban maps designed to favor political parties. Vote NO to protect fair elections and keep citizens—not politicians—in charge of redistricting.

AGAINST No on Prop. 50—Protect Voters First, Sponsored by Hold Politicians Accountable 2350 Kerner Blvd., Suite 250 San Rafael, CA 94901 (916) [email protected] VotersFirstAct.org Election Day Information
Polling locations are open from 7:00 a.m. to
8:00 p.m. on Tuesday, November 4, 2025.

If you are in line before 8:00 p.m., you can
still vote.

Find Your Polling Place or a
Vote Center
Polling places and vote centers are
established by county elections ofcials.

Look for your polling place address or
vote center locations in the county Voter
Information Guide that you receive in the
mail a few weeks before Election Day.

You may also visit the Secretary of State’s
website at vote.ca.gov or call our toll-free
Voter Hotline at (800) 345-VOTE (8683).

Election results for the
November 4, 2025,
Statewide Special
Election are available
after the polls close
at 8:00 p.m. on the
California Secretary
of State’s Election
Results website at
electionresults.sos.ca.gov.

Results will begin to be posted at 8:00 p.m.
and will be updated throughout Election
Night. In the days afterwards, the results
will be updated at 5:00 p.m. each day
throughout the canvass as counties count
the remaining ballots.

The ofcial certifed results of the election
will be posted by December 12, 2025, at
sos.ca.gov/elections.

Quick-Reference Guide | 5 Page 208 of 352

CITY OF BELL GARDENS

OFFICE OF THE CITY MANAGER

EXECUTIVE SUMMARY
TO:Honorable Mayor and City Council Members
FROM:Michael O’Kelly, City Manager
BY: Daisy Gomez, City Clerk
SUBJECT:Introduction of Ordinance No. 960 Amending Section 2.04.040 (Robert’s Rules of Order) of Chapter 2.04 (City Council) of Title 2 (Administration and Personnel) of the Bell Gardens Municipal Code MEETING DATE:October 27, 2025
RECOMMENDATION:

It is recommended that the City Council waive full reading and introduce Ordinance No. 960 by title only, to amend Section 2.04.040 (Robert’s Rules of Order) of Chapter 2.04 (City Council) of Title 2 (Administration and Personnel) of the Bell Gardens Municipal Code to replace the existing requirement for utilizing Robert’s Rules of Order 1915 revised edition to the most current edition.

BACKGROUND / DISCUSSION:

The City of Bell Gardens code requires the use of Robert’s Rules of Order for all official meetings of the City Council and advisory boards and commissions. Section 2.04.040 (Robert’s Rules of Order) of Chapter 2.04 (City Council) of Title 2 (Administration and Personnel) of the Bell Gardens Municipal Code references an outdated edition. While the core principles remain the same, relying on older versions can lead to conflicts with updated provisions. It is important to ensure the City’s meeting rules are based on the latest and most comprehensive edition.

CONCLUSION:

The proposed Ordinance will amend Section 2.04.040 (Robert’s Rules of Order) of Chapter 2.04 (City Council) of Title 2 (Administration and Personnel) of the Bell Gardens Municipal Code relating to Robert’s Rules of Order to follow the most up to date edition.

FISCAL IMPACT:

No fiscal impact.

APPROVED ELECTRONICALLY BY:

Michael B. O'Kelly, City Manager
Stephanie Vasquez, City Attorney
Manuel Carrillo, Director of Finance and Administrative Services

ORDINANCE NO. 960

AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF BELL
GARDENS, CALIFORNIA, AMENDING SECTION 2.04.040 (ROBERT’S RULES OF ORDER) OF CHAPTER 2.04 (CITY COUNCIL) OF TITLE 2 (ADMINISTRATION AND PERSONNEL) OF THE BELL GARDENS

MUNICIPAL CODE
WHEREAS, the City of Bell Gardens ("City") is a general law city, incorporated under the laws of the State of California; and
WHEREAS, on August 1, 1961, the City Council adopted Ordinance No. 1 codified as Section 2.04.040 (Robert’s Rules of Order) of Chapter 2.04 (City Council) of Title 2 (Administration and Personnel) to the Bell Gardens Municipal Code; and WHEREAS, it has come to the City’s attention that the language set in Chapter

2.04.040 (Robert’s Rules of Order) of Chapter 2.04 (City Council) of Title 2 (Administration and Personnel) of the Bell Gardens Municipal Code references an outdated edition; and
WHEREAS, it is the City’s wishes to amend Chapter 2.04.040 (Robert’s Rules of Order) of Chapter 2.04 (City Council) of Title 2 (Administration and Personnel) of the Bell Gardens Municipal Code to allow the City to be compliant with the latest edition of Robert’s Rules of Order.

NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF BELL GARDENS DOES HEREBY ORDAIN AS FOLLOWS:

SECTION 1. The recitals above are true and correct and incorporated herein by reference.

SECTION 2.Chapter 2.04.040 (Robert’s Rules of Order) of Chapter 2.04 (City Council) of Title 2 (Administration and Personnel) of the Bell Gardens Municipal Code is hereby amended in its entirety to read as follows:

Section 2.04.040 – Robert’s Rules of Order
In all matters and things not otherwise provided for in this code, the proceedings of the council shall be governed by the latest edition of the “Robert’s Rules of Order.” 1915 revised current edition. However, no ordinance, resolution, proceeding or other action of the city council shall be invalidated, or the legality thereof otherwise affected, by the failure or omission to observe or follow said rules.

SECTION 3. The City Clerk shall certify to the passage and adoption of this Ordinance, causing it to be posted as required by law, and it shall be effective thirty (30) days after its adoption.

Ordinance No. 960
PASSED, APPROVED, AND ADOPTED this day of November, 2025.

THE CITY OF BELL GARDENS
________________________________
Marco Barcena, Mayor
APPROVED AS TO FORM: ATTEST:
________________________________ ________________________________ Stephanie Vasquez Daisy Gomez
City Attorney City Clerk

Ordinance No. 960
I, Daisy GOmez, City Clerk of the City of Bell Gardens, hereby CERTIFY that City Council Ordinance No. 960 was adopted by the Bell Gardens City Council at a regular meeting of the City Council held on Monday, October 27, 2025 and was approved and passed by the following vote:

AYES: Council Members Chavez, Guillen, Sanchez, Mayor Pro Tem De La Rosa, Mayor Barcena
NOES: None
ABSTAIN: None
ABSENT: None
________________________________
Daisy Gomez
City Clerk

CITY OF BELL GARDENS

OFFICE OF THE CITY MANAGER

EXCUTIVE SUMMARY
TO:Honorable Mayor and City Council Members
FROM:Michael B. O’Kelly, City Manager
BY: Bernardo Iniguez, Director of Public Works/Facilities Douglas Benash, P.E., City Engineer
SUBJECT:Introduction of Ordinance No. 961 Adopting the Recertification of the 2015 Citywide Supplemental Speed Survey Affirming the Accuracy of the City’s Posted Speed Limits Through October 12, 2029 MEETING DATE:October 27, 2025
RECOMMENDATION:

It is staff’s recommendation that the City Council waive full reading and introduce Ordinance No. 961, by title only, to amend Section 13.08.020 (Citywide speed survey) of Chapter 13.08 (Speed Limits) of Title 13 (VEHICLES AND TRAFFIC) of the Bell Gardens Municipal Code, recertifying the 2015 Citywide Supplemental Speed Survey to affirm the accuracy of the City’s Posted Speed Limits through October 12, 2029.

BACKGROUND / DISCUSSION:

The California Vehicle Code requires that speed limits, as set by local officials, be justified on the basis of an engineering and traffic survey if radar is to be used for speed enforcement by the Police Department. These engineering and traffic surveys are typically conducted every five years to comply with the California Vehicle Code.

In 2015, the City authorized staff to conduct an engineering and traffic speed limit survey for 26 roadway segments within the City, which are detailed in the 2015 Supplemental Speed Survey. On November 9, 2015, the City Council approved Ordinance No. 872 and adopted the 2015 Supplemental Speed Survey for radar speed enforcement. The Survey was valid for five (5) years.

On May 11, 2020, the City Council adopted Ordinance No. 906 per California Vehicle Code Section 40802 (c)(2)(B)(II), allowing the 2015 Supplement Speed Survey for radar enforcement to extend an additional five (5) years to the fall of 2025.

Starting January 1, 2022, Assembly Bill (“AB”) 43 allows local agencies to extend traffic surveys for up to fourteen years for purposes of speed enforcement, if evaluated by a registered engineer. In October 2025, the City Traffic Engineer reviewed the existing roadway and traffic conditions on each section of the highways as listed in the 2015 Supplement Speed Survey. The City Traffic Engineer certified that no significant changes in the roadway and traffic conditions have occurred as per California Vehicle Code

Section 40802(c)(2)(B)(II), and in compliance with AB 43. This certification allows the City of Bell Gardens to extend the 2015 Supplement Speed Survey for an additional four (4) years, through October 12, 2029.

The 26 roadway segments have the necessary justifications to maintain their existing speed limits. All roadway segments were reviewed including traffic volumes, collision history, adjacent land uses, roadway characteristics, and field observations.

CONCLUSION:

Adoption of the proposed Ordinance ensures that the City complies with the California Vehicle Code and allows the Police Department to enforce speed limits.

FISCAL IMPACT:

No fiscal impact.

APPROVALS:

Michael B. O'Kelly, City Manager
Stephanie Vasquez, City Attorney
Manuel Carrillo, Director of Finance and Administrative Services

ORDINANCE NO. 961

AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF BELL

GARDENDS CALIFORNIA, ADOPTING THE RECERTIFICATION OF
THE 2015 CITYWIDE SUPPLEMENTAL SPEED SURVEY AFFIRMING
THE ACCURACY OF THE CITY’S POSTED SPEED LIMITS THROUGH
OCTOBER 12, 2029
WHEREAS, California Vehicle Code sections 22357 and 22358 expressly authorize local authorities to increase or decrease the speed limits prescribed by state law; and
WHEREAS, when a local authority determines on the basis of an engineering and speed survey that a speed limit would facilitate the orderly movement of vehicular traffic and would be reasonable and safe, the local authority may by ordinance determine and declare prima facie speed limit for that roadway; and
WHEREAS, the City of Bell Gardens (“City”) last updated the citywide Supplemental Speed Survey in 2015 in accordance with the California Vehicle Code; and WHEREAS, the City conducted the 2015 Supplemental Speed Survey, and the results were compiled in the report dated October 12, 2015, and filed with the City Clerk and which is incorporated herein by this reference; and WHEREAS, the findings of that report support the City’s current posted speed limits at 26 locations that were part of the survey; and WHEREAS, on June 8, 2020, the City recertified the 2015 Supplemental Speed Survey, extending the report to October 2025, pursuant to then-existing California Vehicle Code Section 40802(c)(2)(B)(II); and
WHEREAS, the City’s Traffic Engineer inspected the 26 segments and certifies that no significant changes in the roadway and traffic conditions have occurred per California Vehicle Code section 40802(c)(2)(B)(II); and WHEREAS, the passage of AB 43 authorizes the City to recertify and extend the 2015 Supplemental Speed Survey report for an additional four (4) years for a total of fourteen (14) years; and
WHEREAS, pursuant to AB 43 and California Code section 40802(c)(2)(B)(II), the City may recertify and extend the 2015 Supplemental Speed Survey through October 12, 2029.

Ordinance No. 961
2 of 4

NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF BELL GARDENS DOES HEREBY ORDAIN AS FOLLOWS:

SECTION 1. The Recitals set forth above are true and correct and incorporated into this Ordinance.

SECTION 2. Pursuant to California Vehicle Code Section 40802(c)(2)(B)(II), as amended by Assembly Bill 43, the City Council hereby recertifies and extends the validity of the 2015 Citywide Supplemental Speed Survey, as no significant changes in the roadway and traffic conditions have occurred. This recertification shall remain in effect through October 12, 2029.

SECTION 3.Section 13.08.020 (Citywide speed survey) of Chapter 13.08 (Speed Limits) of Title 13 (VEHICLES AND TRAFFIC) of the Bell Gardens Municipal Code, adopted on November 9, 2015, is hereby amended in its entirety to read as follows:

13.08.020 Citywide speed survey.

This chapter is adopted in its current form as supported by the 2015 Supplemental Speed Survey report in accordance with the California Vehicle Code. Pursuant to the California Vehicle Code, including Section 40802(c)(2)(B)(II) as amended by Assembly Bill 43, the 2015 Supplemental Speed Survey is hereby recertified and shall remain valid through October 12, 2029.

SECTION 4.If any section, subsection, sentence, clause, phrase, or portion of this Ordinance is for any reason held to be invalid or unconstitutional by the decision of any court of competent jurisdiction, such decision shall not affect the invalidity of the remaining portion of this Ordinance. The City Council hereby declares that it would have adopted this Ordinance, and each section, subsection, subdivision, sentence, clause, phrase, or portion thereof, irrespective of the fact that any one or more sections, subsections, subdivisions, sentences, clauses, phrases, or portions might subsequently be declared invalid or unconstitutional.

SECTION 5.The City Clerk shall certify to the passage and adoption of this Ordinance, causing it to be posted as required by law, and it shall be effective thirty (30) days after its adoption.
[Signatures on the following page]

Ordinance No. 961
3 of 4
PASSED, APPROVED, AND ADOPTED this day of , 2025.

THE CITY OF BELL GARDENS
________________________________
Marco Barcena, Mayor
APPROVED AS TO FORM: ATTEST:
________________________________ _______________________________ Stephanie Vasquez Daisy Gomez
City Attorney City Clerk

Ordinance No. 961
4 of 4
I, ___________, City Clerk of the City of Bell Gardens, hereby CERTIFY that Ordinance No. __ was introduced and placed upon its first reading at a regular meeting of the Bell Gardens City Council held on____________________, and that thereafter said ordinance was duly adopted at a regular meeting of the Bell Gardens City Council held on ________________________ and was approved and passed by the following vote:

AYES:

NOES:

ABSTAIN:

ABSENT:

______________________________
Daisy Gomez, City Clerk

Dennis D. Barnes, MSCE, PE, TE - TR-1171
City Traffic Engineer
Date: 10-10-25

SURVEY FOR SPEED LIMITS EXTENDED
TO 14 YEARS THROUGH 10-12-2029 PER AB 43

346Exhibit2 Page 221 of 352

3060 Saturn Street, Suite 250
Brea, CA 92821
Tel.: (714) 940-0100
Fax: (714) 940-0700
www.infrastructure-engineers.com

April 20, 2020

Ms. Chau Vu
Director of Public Works
City of Bell Gardens
8327 Garfield Avenue
Bell Gardens, CA 90201

RE: Engineering and Traffic Survey Evaluation of Existing 2015 Citywide Speed Survey - Recommended Extension of 2015 Supplemental Engineering and Traffic Survey to Ten Years – October 12, 2025
Dear Ms. Chau Vu:

In response to your request, I have personally reviewed the existing roadway and traffic conditions on each section of highway as listed in the 2015 Citywide Supplemental Speed Zone Survey report. I certify that no significant changes in the roadway and traffic conditions have occurred per California Vehicle Code Section 40802 (c) II. This certification allows the City of Bell Gardens to extend the 2015 Supplemental Citywide Speed Zone Survey report for ten years until 2025.

The California Vehicle Code Section 40802 allows an Engineering and Traffic Survey (E&T) for Speed Limits to remain valid under certain circumstances and be extended to ten years providing that no significant changes in roadway and traffic conditions have occurred on any of the roadway segments.

Should you have any questions or comments, please do not hesitate to contact me by phone at (714) 940-0100, or email at [email protected].

Respectfully submitted,

Infrastructure Engineers

Dennis D. Barnes, MSCE, P.E., T.E.

Principal Engineer/City Traffic Engineer
Municipal Services

Attachments: Updated Cover Sheet for Extension of 2015 Supplemental Speed Survey to 2025 347Exhibit3 Page 222 of 352

W-1U*- M-e -'='-
WM 'TE

INFRASTRUCTURE

ENGINEERS
1815 E. Heim Avenue, Suite 100
Orange, CA 92865
714) 940 -0100
Project No. 6027.194
Date: October 12, 2015
Ki Beum Kim, P.E., T.E. Date
Traffic Engineer
TR 2613
Exhibit 5 352 Page 223 of 352

City of Bell Gardens
Supplemental Speed Survey — October 2015
SUMMARY...................................................................................................... ..............................1 BACKGROUND.............................................................................................. ..............................1 SPEED SURVEY DATA ................................................................................. ..............................8 Procedures Used for the Speed Survey Program ....................................... ..............................8 RoadwayConditions .................................................................................. .............................10 SpeedLimit Posting ................................................................................... .............................10 RESULTS OF THE SURVEYS AND RECOMMENDATIONS ....................... .............................11 Table 1 Speed Survey Summary .......................................................... .............................12 Table 2 Survey supports current posted speed limit - NO CHANGE ..... .............................13 Table 3 Survey speeds differ from posted speed - Speed limit can be JUSTIFIED ............ 14 Appendix `A' Engineering and Traffic Survey Sheets ................................... ............................... A Appendix `B' Speed Survey Field Data Sheets ............................................. ............................... B Exhibit 5 v 353
Page i
ENGINEERS Page 224 of 352

City of Bell Gardens
Supplemental Speed Survey — October 2015

CITY OF BELL GARDENS

SPEED LIMIT ANALYSIS

SUMMARY
This report documents the results of an engineering and traffic survey conducted to update the speed limits of certain streets within the City of Bell Gardens arterial and collector street network. The study will verify, increase or decrease existing speed limits within existing city boundaries based on the survey results and engineering evaluation.

Spot speed surveys were conducted by City Traffic Counters at 26 locations in conformance with the State law for the purpose of establishing prima facie speed limits. The streets were driven by a California registered traffic engineer from Infrastructure Engineers. The majority of the 26 roadway segments have the necessary justifications to maintain their existing speed limits. All roadway segments were reviewed in detail including traffic volumes, collision history, adjacent land uses, roadway characteristics and field observations.

Statutes within the California Vehicle Code (CVC) require that governmental agencies periodically review and update their posted speed limits. These periodic updates are required in order that the City's enforcement agency may enforce speed limits with radar. The process involves the review of existing posted speed limits for adequacy in terms of adjacent land -use, traffic demands, roadway conditions, continuity of speed limits, collisions, and field surveys of motorist driving patterns (speed survey). The City of Bell Gardens has established speed limits on many streets in the City.

The Bell Gardens Police Department performs the City of Bell Gardens' enforcement of speed limits on City roadways. The enforcement of speed limits and response to speed - related issues are primarily through the use of radar. Speed enforcement involves routine enforcement throughout the City and selective enforcement at locations where a disproportionate number of traffic collisions have occurred and on those roadways where complaints of high -speed vehicles are received.

Exhibit 5 v 354

ENGINEERS Page 225 of 352

City of Bell •-
Supplemental Speed Survey — October 20
The method prescribed by the 2015 California Vehicle Code is performance of an Engineering and Traffic Survey. The definition of an "Engineering and Traffic Survey" is contained in section 627 of the Vehicle Code and is presented in the shaded box that follows:

Engineering and Traffic Survey
627. (a) "Engineering and traffic survey," as used in this code, means a survey of highway and traffic conditions in accordance with methods determined by the Department of Transportation for use by state and local authorities.
b) An engineering and traffic survey shall include, among other requirements deemed necessary by the department, consideration of all of the following:
1) Prevailing speeds as determined by traffic engineering measurements. 2) Accident records.
3) Highway, traffic, and roadside conditions not readily apparent to the driver. c) When conducting an engineering and traffic survey, local authorities, in addition to the factors set forth in paragraphs (1) to (3), inclusive, of subdivision (b) may consider all of the following:
1) Residential density, if any of the following conditions exist on the particular portion of highway and the property contiguous thereto, other than a business district:

A) Upon one side of the 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.

B) Upon both sides of the 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.

C) The portion of highway is longer than one - quarter of a mile but has the ratio of separate dwelling houses or business structures to the length of the highway described in either subparagraph (A) or (B).
2) Pedestrian and bicyclist safety.

Amended Ch. 466, Stats. 1982. Effective January 1, 1983.

Amended Sec. 1, Ch. 45, Stats. 2000. Effective January 1, 2001.

The California Vehicle Code has set certain regulations regarding the posting and enforcement of speed zones. These regulations generally reflect the viewpoint that speed zoning should be based on traffic conditions and natural driver behavior and not because of an arbitrary response to a traffic event or occurrence. This concept is known as the "Basic Speed Law." All fifty states of the United States base their speed regulations on the Basic Speed Law. In California CVC 22350 defines the basic speed law as:

Basic Speed Law
22350. No person shall drive a vehicle upon a highway at a speed greater than is reasonable or prudent having due regard for weather, visibility, the traffic on, and the surface and width of, the highway, and in no event at a speed which endangers the safety of persons or property.

Amended Ch. 252, Stats. 1963. Effective September 20, 1963.

This law recognizes that driving conditions vary widely from time -to -time and place -to- place; therefore, no set or fixed driving rules would adequately serve all conditions. The motorists would constantly adjust their driving behavior to fit the conditions they encounter. Drivers must learn to do this with minimum assistance from law enforcement. The Basic speed Law is founded on the belief that a majority of motorists are able to modify their driving behavior properly, as long as they are aware of conditions around them.

Exhibit 5 v 355

ENGINEERS Page 226 of 352

City of Bell •-
Supplemental Speed Survey — October 20
Several other statutes of the Vehicle Code are also significant in evaluating speed limits.

Among these are:

Maximum Speed Limit
CVC 22349 states in California the maximum speed for any passenger vehicle is 65 miles per hour. The Maximum speed for most trucks and for vehicles towing any trailer is 55 miles per hour.

CVC Section 22356 permits a maximum speed limit of 70 MPH on some highways.

Prima Facie Speed Limits (CVC 22352)
All other speed limits are prima facie limits, which, "on the face of it," are reasonable and prudent under normal conditions. A driver may exceed any prima facie limit if it is safe to do so under prevailing conditions. However, when a police officer cites driver for exceeding a prima facie speed limit, it is up to the driver to prove, if he can, that he was driving in a reasonable and prudent manner under the existing conditions. The opportunity given to the driver to exceed a prima facie speed limit when it is safe to do so recognizes the fact that any posted speed limit cannot adequately reflect the many different conditions of traffic, weather, visibility, etc., that may be found on the same highway at different times.

CVC 22352 establishes 15 MPH limit in alleys, blind intersections, and blind railroad crossings and 25 MPH limit in business and residence districts as prima facie limits. There is also a part - time 25 MPH limit in school zones when children are present enroute to or from school or adjacent to a senior center.

Business and residence districts are defined in the Vehicle Code as specific areas meeting a specified minimum density of roadside development. CVC Section 235, 240 and 515 define their regulations. A count of houses or active businesses facing on a highway must be made to determine whether or not a valid business or residence district exists. The law does not require posting of prima facie speed limits when such roadside conditions are readily apparent.

However, Bell Gardens has adopted a policy to identify major residential areas with postings of 25 MPH signs.

CVC Excerpt
Business District
235. A "business district' is that portion of a highway and the property contiguous thereto (a) upon one side of which highway, for a distance of 600 feet, 50 percent or more of the contiguous property fronting thereon is occupied by buildings in use for business, or (b) upon both sides of which highway, collectively, for a distance of 300 feet, 50 percent or more of the contiguous property fronting thereon is so occupied. A business district may be longer than the distances specified in this section if the above ratio of buildings in use for business to the length of the highway exists.

Exhibit 5 v 356

ENGINEERS Page 227 of 352

City of Bell Gardens
Supplemental Speed Survey — October 2015
CVC Excerpt
Business and Residence Districts: Determination
240. In determining whether a highway is within a business or residence district, the following limitations shall apply and shall qualify the definitions in Sections 235 and 515:
a) No building shall be regarded unless its entrance faces the highway and the front of the building is within 75 feet of the roadway.
b) Where a highway is physically divided into two or more roadways only those buildings facing each roadway separately shall be regarded for the purpose of determining whether the roadway is within a district.
c) All churches, apartments, hotels, multiple dwelling houses, clubs, and public buildings, other than schools, shall be deemed to be business structures. d) A highway or portion of a highway shall not be deemed to be within a district regardless of the number of buildings upon the contiguous property if there is no right of access to the highway by vehicles from the contiguous property.

CVC Excerpt
Residence District
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. A residence district may be longer than one - quarter of a mile if the above ratio of separate dwelling houses or business structures to the length of the highway exists.

Intermediate Speed Zones
State law permits local authorities to lower the maximum speed limit (65 MPH) or to raise the speed limit in business and residence districts (25 MPH) on the basis of a traffic and engineering survey. These "intermediate speed limits" between 25 and 65 MPH must be posted to clearly define the limits of the zone and the prima facie speed established. CVC 22357 authorizes the increase in limits.

These intermediate speed zones are the zones most typically enforced by radar. As a result, a current Engineering and Traffic survey is required to facilitate or justify these zones.

Speed Zoning Procedures
The MUTCD California Edition section 26.116 Speed Limits and Zones specifies a method for providing an Engineering and Traffic survey of speed limits on City and County roadways and Local Streets. It is excerpted as follows:

Exhibit 5 v 357

ENGINEERS Page 228 of 352

City of Bell Gardens
Supplemental Speed Survey — October 2015
California MUTCD excerpts
2014 Edition)
Engineering and Traffic Survey (E &TS)
Support:
24 CVC Section 627 defines the term "Engineering and traffic survey" and lists its requirements.

Standard:
25 An engineering and traffic survey (E &TS) shall include, among other requirements deemed necessary by the department, consideration of all of the following:

A. Prevailing speeds as determined by traffic engineering measurements.

B. Collision records.

C. Highway, traffic, and roadside conditions not readily apparent to the driver.

Guidance:
26 The E &TS should contain sufficient information to document that the required three items of CVC Section 627 are provided and that other conditions not readily apparent to a driver are properly identified. 27 Prevailing speeds are determined by a speed zone survey. A speed zone survey should include:

A. The intent of the speed measurements is to determine the actual speed of unimpeded traffic. The speed of traffic should not be altered by concentrated law enforcement, or other means, just prior to, or while taking the speed measurements.

B. Only one person is required for the field work. Speeds should be read directly from a radar or other electronic speed measuring devices; or,
C. Devices, other than radar, capable of accurately distinguishing and measuring the unimpeded speed of free flowing vehicles may be used.

D. A location should be selected where prevailing speeds are representative of the entire speed zone section. If speeds vary on a given route, more than one speed zone section may be required, with separate measurements for each section. Locations for measurements should be chosen so as to minimize the effects of traffic signals or stop signs.

E. Speed measurements should be taken during off -peak hours between peak traffic periods on weekdays. If there is difficulty in obtaining the desired quantity, speed measurements may be taken during any period with free flowing traffic.

F. The weather should be fair (dry pavement) with no unusual conditions prevailing.

G. The surveyor and equipment should not affect the traffic speeds. For this reason, an unmarked car is recommended, and the radar speed meter located as inconspicuously as possible.

H. In order for the sample to be representative of the actual traffic flow, the minimum sample should be 100 vehicles in each survey. In no case should the sample contain less than 50 vehicles.

I. Short speed zones of less than 0.5 mile should be avoided, except in transition areas.

J. Speed zone changes should be coordinated with changes in roadway conditions or roadside development.

K. Speed zoning should be in 10 mph increments except in urban areas where 5 mph increments are preferable.

L. Speed zoning should be coordinated with adjacent jurisdictions.

Support:
28 Physical conditions such as width, curvature, grade and surface conditions, or any other condition readily apparent to the driver, in the absence of other factors, would not require special downward speed zoning. Refer to CVC 22358.5.

Option:
29 When qualifying an appropriate speed limit, local authorities may also consider all of the following findings:

Exhibit 5 v 358

ENGINEERS Page 229 of 352

City of Bell •-
Supplemental Speed Survey — October 20
A. Residential density, if any of the following conditions exist on the particular portion of highway and the property contiguous thereto, other than a business district:

1. Upon one side of the highway, within 0.25 mile, the contiguous property fronting thereon is occupied by 13 or more separate dwelling houses or business structures.

2. Upon both sides of the highway, collectively, within a distance of 0.25 mile the contiguous property fronting thereon is occupied by 16 or more separate dwelling houses or business structures.

3. The portion of highway is larger than 0.25 mile but has the ratio of separate dwelling houses or business structures to the length of the highway described in either subparagraph a or b.

B. Pedestrian and bicyclist safety.
3o The following two methods of conducting E &TS may be used to establish speed limits:

1. State Highways - The E &TS for State highways is made under the direction of the Department of Transportation's District Traffic Engineer. The data includes:
a. One copy of the Example of Speed Zone Survey Sheet (See Figure 213-101 (CA)) showing:

A north arrow
Engineer's station or post mileage
Limits of the proposed zones
Appropriate notations showing type of roadside development, such as "scattered business," "solid residential," etc. Schools adjacent to the highway are shown, but other buildings need not be plotted unless they are a factor in the speed recommendation or the point of termination of a speed zone.

Collision rates for the zones involved
Average daily traffic volume
Location of traffic signals, signs and markings
If the highway is divided, the limits of zones for each direction of travel Plotted 85th percentile and pace speeds at location taken showing speed profile b. A report to the District Director that includes:

The reason for the initiation of speed zone survey.

Recommendations and supporting reasons.

The enforcement jurisdictions involved and the recommendations and opinions of those officials.

The stationing or reference post in mileage at the beginning and ending of each proposed zone and any intermediate equations. Location ties must be given to readily identifiable physical features.

2. City and County Through Highways, Arterials, Collector Roads and Local Streets. a. The short method of speed zoning is based on the premise that a reasonable speed limit is one that conforms to the actual behavior of the majority of motorists, and that by measuring motorists' speeds, one will be able to select a speed limit that is both reasonable and effective. Other factors that need to be considered include but are not limited to: the most recent two -year collision record, roadway design speed, safe stopping sight distance, superelevation, shoulder conditions, profile conditions, intersection spacing and offsets, commercial driveway characteristics, and pedestrian traffic in the roadway without sidewalks. b. Determination of Existing Speed Limits - Figures 28- 103(CA) & 28- 104(CA) show examples of data sheets which may be used to record speed observations. Specific types of vehicles may be tallied by use of letter symbols in appropriate squares.
31 In most situations, the short form for local streets and roads will be adequate; however, the procedure used on State highways may be used at the option of the local agency.

Guidance:
32 The factors justifying a reduction below the 85th percentile speed for the posted speed limit are the same factors mentioned above. Whenever such factors are considered to establish the speed limit, they should be documented on the speed zone survey or the accompanying engineering report.

Exhibit 5 v 359

ENGINEERS Page 230 of 352

City of Bell •-
Supplemental Speed Survey — October 20
33 The establishment of a speed limit of more than 5 mph below the 85th percentile speed should be done with great care as studies have shown that establishing a speed limit at less than the 85th percentile generally results in an increase in collision rates; in addition, this may make violators of a disproportionate number of the reasonable majority of drivers.

Support:
34 Generally, the most decisive evidence of conditions not readily apparent to the driver surface in collision histories. 35 Speed limits are established at or near the 85th percentile speed, which is defined as that speed at or below which 85th percent of the traffic is moving. The 85th percentile speed is often referred to as the critical speed. Pace speed is defined as the 10 mph increment of speed containing the largest number of vehicles (See Figure 2B- 102(CA)). The lower limit of the pace is plotted on the Speed Zone Survey Sheets as an aid in determining the proper zone limits.

Speed limits higher than the 85th percentile are not generally considered reasonable and prudent. Speed limits below the 85th percentile do not ordinarily facilitate the orderly movement of traffic and require constant enforcement to maintain compliance. 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.
36 The majority of drivers comply with the basic speed law. Speed limits set at or near the 85th percentile speed provide law enforcement officers with a limit to cite drivers who will not conform to what the majority considers reasonable and prudent.

Further studies show that establishing a speed limit at less than the 85th percentile (Critical Speed) generally results in an increase in collision rates.
37 When roadside development results in traffic conflicts and unusual conditions which are not readily apparent to drivers, as indicated in collision records, speed limits somewhat below the 85th percentile may be justified.

Concurrence and support of enforcement officials are necessary for the successful operation of a restricted speed zone.

Guidance:
38 Speed zones of less than 0.5 mile and short transition zones should be avoided.

Definitions
Percentile Speeds — The percentile speed is a speed at or below which that percentage of the total sample is traveling.
50th Percentile — The median speed
85th Percentile — The critical speed is the 85th percentile. Motorists exceeding the 85th percentile speed are generally considered to be driving faster than is safe under prevailing conditions. This percentile may serve as the guide for establishing the posted speed limit.

Pace — The pace is the 10 MPH range of speeds containing the largest number of observation.

This can usually be determined by visual inspection of the Vehicle Speed Survey Sheet. After determining the pace, it is useful to compute the percentage of vehicles in the pace, the percentage over the pace and the percentage under the pace. A normal speed distribution will contain approximately 70% of the sample within the pace with 15% above and 15% below.

Collision Rate — Collision rates are calculated for each roadway segment surveyed, and are summarized. Rates are calculated based on collisions per million vehicles miles of travel on uuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuu Exhibit 5 v 360

ENGINEERS Page 231 of 352

City of Bell •-
Supplemental Speed Survey — October 20
that segment of roadway. This analysis has utilized the expected collision rates published by Caltrans in the "2010 Collision Data on California State Highways" publication. Los Angeles County guidelines classify as excessive any collision rate that exceeds 1.6 times the County expected rate. If the City mid -block collision rates are in excess of 1.6 times the County expected rate, a 5 MPH reduction of speed limit may be justified.

Local Street Exceptions (CVC 40802)
Many streets are designated as "Local" streets per CVC 40802(2)(b). The speed limit for these streets does not require special jurisdictions. The code is as follows:

For purposes of this section, a local street or road is one that is functionally classified as "local" on the "California Road System Maps," that are approved by the Federal Highway Administration and maintained by the Department of Transportation. When a street or road does not appear on the "California Road System Maps," it may be defined as a "local street or road" if it primarily provides access to abutting residential property and meets the following three conditions:

1. Roadway width of not more than 40 feet.

2. Not more than one -half of a mile of uninterrupted length. Interruptions shall include official traffic control signals as defined in Section 445.

3. Not more than one traffic lane in each direction.

Other Considerations — Every street should be inspected for unusual traffic, roadway and roadside conditions not readily apparent to a motorist. A check should be made of the adequacy of traffic control devices, roadway alignment, width, surface condition, collision history, and any unique traffic hazards that may exist. Any of these conditions may warrant the selection of a speed lower than the 85th percentile speed for speed zoning.

The 25 -mile per hour prima facie limit in residence districts may not be reduced except on narrow streets as authorized by Section 22358.3 of the vehicle Code.

SPEED SURVEY DATA
Procedures Used for the Speed Survey Program
To identify the speed characteristics of vehicular traffic on the street system in Bell Gardens, a spot speed survey program was performed. Locations were selected on arterial and collector streets as designated by the City of Bell Gardens. Sufficient spot speed survey locations were selected to obtain a speed profile on each roadway.

City Traffic Counters accomplished the spot speed survey data collection. The summary of the data is shown in Appendix "B ". In order to ensure the creditability of vehicular speed analysis, the following guidelines were adhered to in the spot speed survey field data collection:
a. It was imperative that drivers may not be influenced to slow down by the presence of the speed survey vehicle, the equipment or the personnel. The survey vehicle and uuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuu Exhibit 5 v 361

ENGINEERS Page 232 of 352

City of Bell Gardens
Supplemental Speed Survey — October 2015
equipment were unmarked and emphasis was placed on locating them in an inconspicuous location.
b. Measurements were made at sufficient distance from intersections where signals or other control devices could affect normal operating speeds. c. Measurements were not taken at locations where geometric or roadway factors exist that could cause drivers to slow down from normal speeds. Such factors were sharp horizontal or vertical curve, poor pavement surface, roadway construction, etc. d. The data was recorded on the "Radar Speed Meter — Data and Analysis Forms." e. The Vehicles were selected on a random basis. The samples are representative and do not include unusually high or low proportions of "speeders," sports cars, trucks, etc. f. The sample size is large enough to form a bell- shaped curve. This normally requires 50 or more observations for each location, depending on the size and use of the streets. g. The traffic conditions during the period of measurement were representative of normal traffic conditions.

Exhibit 5 MI.A.T.U.v... 362

ENGINEERS Page 233 of 352

City of Bell Gardens
Supplemental Speed Survey — October 2015
Roadway Conditions
Field reviews of the roadways in the City of Bell Gardens were conducted and incorporated into the final recommended speed limits. These are pertinent roadway characteristics, surrounding land uses, and other factors that could have a bearing on the establishment of speed zones.

For this study, each roadway was divided into study sections. All data was then correlated and reviewed, and summarized in Appendix `A'.

Speed Limit Posting
Speed limit signing should be installed in conformance with the California MUTCD. All speed limit signs must be reflective and conform to the current standards of the State of California, Department of Transportation. The following policies are recommended by the California MUTCD, for the placement of speed limit signs.

Section 28.13 Speed Limit Sign (112 -1)
Standard:

Speed Limit (R2 -1) signs, indicating speed limits for which posting is required by law, shall be located at the points of change from one speed limit to another.

At the downstream end of the section to which a speed limit applies, a Speed Limit sign showing the next speed limit shall be installed. Additional Speed Limit signs shall be installed beyond major intersections and at other locations where it is necessary to remind road users of the speed limit that is applicable.

Speed limits signs should be located at the beginning of all restricted speed zones.

Speed limit signs should be posted on street entrances to the City approximately 200 to 400 feet beyond the City entrance sign, no matter what the speed limit is.

Speed limit signs should be installed approximately 200 feet, but not more than 500 feet beyond major intersections.

Speed limit signs should be posted so that distance between speed limit signs will be approximately one mile.

Streets with speed prima facie limits of 25 MPH need not be posted with speed limit signs, unless the streets are arterials or may appear to the driver to be arterials, and engineering and traffic investigation indicates that speed limit signing for a 25 MPH is required. Bell Gardens has adopted a policy to identify most major residence areas with posting of 25- MPH signs.

A speed limit sign should not be installed within 500 feet in advance of or within a curve or turn, which has been posted with a curve or a turn warning sign.

Pavement markings are not required, but may be used in conjunction with postings. Bell Gardens has adopted a policy to add pavement markings to key traffic control signs. uuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuu Exhibit 5 v 363

ENGINEERS Page 234 of 352

City of Bell Gardens
Supplemental Speed Survey — October 2015

RESULTS OF THE SURVEYS AND RECOMMENDATIONS
The results of the surveys and findings as found in the "Study" are summarized in Tables 1 through 4. Supporting documentation is presented within Appendix W. Descriptions of the tables and recommendations for speed limit adjustment are indicated below in the following four categories:

1. Table 1 presents a summary of the all locations surveyed and subsequent speed posting recommendations.

2. Table 2 presents a summary of the locations where the current speed limit remains the same. These are locations where the 85th percentile speed complies with the current posted speed limit or the segment is exempt due to residential or business prima facie speed zones and no adverse conditions exist which would suggest or require a change to the speed limit.

3. Table 3 presents a summary of the locations where the 85th percentile speed exceeds current posted speed limit. However, the existing posted speed limit can be justified based on the posted limit of adjacent segments or other factors not readily apparent to the driver. Justifications are presented in remarks section of the engineering and traffic survey sheets contained in Appendix W.

Exhibit 5 v 364

ENGINEERS Page 235 of 352

City of Bell Gardens
Supplemental Speed Survey - October 2015 ° ^
Table 1
Speed Survey Summary
Note: Justifications are presented in remarks section of the engineering and traffic survey sheets contained in Appendix `A'
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ENGINEERS
Length Mid 85th Posted Recom'd
in Block Collision Expected Percentile Speed Speed
No. Street Segment Miles ADT Collisions Rate Rate mph) Lirrit Lirnit Adjustment 1 Clara St. West City Lirrits to 0.29 18,312 5 0.86 1.83 39.00 30 30 JUSTIFIED Eastern Ave.
2 Clara St. Eastern Ave. to 0.66 8,490 8 1.30 1.83 31.00 30 30 NO CHANGE Garfield Ave.
3 Clara St. Garfield Ave. to 0.42 8,478 2 0.51 1.83 32.00 30 30 NO CHANGE Scout Ave.
4 Eastern Ave. North City Lirrits to 0.25 26,940 6 0.81 2.14 39.50 40 40 NO CHANGE Gage Ave.
5 Eastern Ave. Gage Ave. to 0.27 29,751 6 0.68 2.14 39.50 40 40 NO CHANGE Lubec St.
6 Eastern Ave. Lubec St. to 0.26 28,134 9 1.12 2.14 41.00 40 40 NO CHANGE Florence Ave.
7 Eastern Ave. Florence Ave. to 0.33 26,258 11 1.16 2.14 42.00 40 40 NO CHANGE Clara St.
8 Eastern Ave. Clara St. to 0.71 22,670 14 0.79 2.14 40.50 40 40 NO CHANGE Garfield Ave.
9 Florence Ave. West City Lirrits to 0.46 22,791 28 2.44 2.14 44.50 40 40 JUSTIFIED Jaboneria Rd.
10 Emil Ave. Florence Ave. to 0.19 2,946 1 1.63 1.83 31.00 25 25 JUSTIFIED Scout Ave.
11 Florence Ave. Jaboneria Rd. to 0.38 28,203 4 0.34 2.14 42.00 40 40 NO CHANGE Garfield Ave.
12 Florence Ave. Garfield Ave. to 0.56 25,916 5 0.31 2.14 40.50 40 40 NO CHANGE East City Lirrits.
13 Florence PI. Florence Ave. to 0.13 11,535 3 1.83 1.55 32.50 30 30 NO CHANGE Garfield Ave.
14 Florence PI. Garfield Ave. to 0.64 3,870 2 0.74 1.55 37.50 30 30 JUSTIFIED Scout Ave.
15 Gage Ave. West City Lirrits to 1.25 23,803 27 0.83 1.55 39.50 35 35 JUSTIFIED Garfield Ave.
16 Gage Ave. Garfield Ave. to 0.36 23,683 6 0.64 1.55 42.00 35 35 JUSTIFIED Emil Ave.
17 Gage Ave. Emil Ave. to 0.59 20,674 9 0.67 1.55 41.50 35 35 JUSTIFIED East City Lirrits
18 Garfield Ave. Gage Ave. to 0.56 31,253 5 0.26 2.14 38.50 35 35 JUSTIFIED Florence PI.
19 Garfield Ave. Florence Ave. to 0.48 21,102 8 0.72 2.14 41.50 35 35 JUSTIFIED Ira Ave.
20 Garfield Ave. Ira Ave. to 0.63 22,065 6 0.39 2.14 42.50 35 35 JUSTIFIED South City Lirnits
21 Jaboneria Rd. Gage Ave. to 0.58 5,972 2 0.53 1.83 37.00 30 30 JUSTIFIED Florence Ave.
22 Jaboneria Rd. Florence Ave. to 0.67 5,615 5 1.21 1.83 32.50 30 30 JUSTIFIED Eastern Ave.
23 Park Ln. Garfield Ave. to 0.27 3,852 1 0.88 1.83 31.00 30 30 NO CHANGE Gotham St.
24 Scout Ave. Foster Bridge Blvd. to 0.26 6,499 0 0.00 1.83 37.50 30 30 JUSTIFIED Florence PI.
25 Scout Ave. Florence PI. to 0.41 5,786 4 1.54 1.83 34.50 30 30 JUSTIFIED Florence Ave.
26 Scout Ave. Florence Ave. to 0.41 3,113 1 0.72 1.83 35.50 30 30 JUSTIFIED1GothamSt. 1 1 Note: Justifications are presented in remarks section of the engineering and traffic survey sheets contained in Appendix `A'
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ENGINEERS Page 236 of 352

Iq a
City of Bell Gardens
Supplemental Speed Survey — October 2015
Table 2
Survey supports current posted speed limit - NO CHANGE
111P ENGINEER S
Exhibit 5 366

Length 85th Posted Recom'd
in Percentile Speed Speed
No. Street Segment Miles ADT mph) Limit Limit Justification 2 Clara St. Eastern Ave. to 0.66 8,490 31.00 30 30 Rounding of 85th percentile speed in accordance Garfield Ave.
with MUTCD supports current posted limit.
3 Clara St. Garfield Ave. to 0.42 8,478 32.00 30 30 Rounding of 85th percentile speed in accordance Scout Ave.
with MUTCD supports current posted limit.
4 Eastern Ave. North City Limits to 0.25 26,940 39.50 40 40 Rounding of 85th percentile speed in accordance Gage Ave.
with MUTCD supports current posted limit.
5 Eastern Ave. Gage Ave. to 0.27 29,751 39.50 40 40 Rounding of 85th percentile speed in accordance Lubec St.
with MUTCD supports current posted limit.
6 Eastern Ave. Lubec St. to 0.26 28,134 41.00 40 40 Rounding of 85th percentile speed in accordance Florence Ave.
with MUTCD supports current posted limit.
7 Eastern Ave. Florence Ave. to 0.33 26,258 42.00 40 40 Rounding of 85th percentile speed in accordance Clara St.
with MUTCD supports current posted limit.
8 Eastern Ave. Clara St. to 0.71 22,670 40.50 40 40 Rounding of 85th percentile speed in accordance Garfield Ave.
with MUTCD supports current posted limit.
11 Florence Ave. Jaboneria Rd. to 0.38 28,203 42.00 40 40 Rounding of 85th percentile speed in accordance Garfield Ave.
with MUTCD supports current posted limit.
12 Florence Ave. Garfield Ave. to 0.56 25,916 40.50 40 40 Rounding of 85th percentile speed in accordance East City Limits. with MUTCD supports current posted limit. 13 Florence PI. Florence Ave. to 0.13 11,535 32.50 30 30 Rounding of 85th percentile speed in accordance Garfield Ave.
with MUTCD supports current posted limit.
23 Park Ln. Garfield Ave. to 0.27 3,852 31.00 30 30 Rounding of 85th percentile speed in accordance Gotham St.
with MUTCD supports current posted limit.
111P ENGINEER S
Exhibit 5 366

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City of Bell Gardens
Supplemental Speed Survey — October 2015
Table 3
Survey speeds differ from posted speed - Speed limit can be JUSTIFIED Note: Justifications are presented in remarks section of the engineering and traffic survey sheets contained in Appendix `A' 111P ENGINEER S
Exhibit 5 367

Length 85th Posted Recom'd
in Percentile Speed Speed
No. Street Segment Miles ADT mph) Limit Limit Adjustment Justification 1 Gara St. West City Limits to 0.29 18,312 39.00 30 30 JUSTIFIED Combined 85th percentile speed of 39 rounded to 35 MPH. However, high Eastern Ave. density of residential area justifies reducing the speed by 5 MPH. 9 Florence Ave. West City Limits to 0.46 22,791 44.50 40 40 JUSTIFIED Combined 85th percentile speed of 44.5 is rounded to 45 MPH. However, Jaboneria Rd. higher than expected midblock accident rates justify reducing the speed by 5 MPH.
10 Emil Ave. Florence Ave. to 0.19 2,946 31.00 25 25 JUSTIFIED Combined 85th percentile speed of 31 must be rounded to 30 MPH. However, Scout Ave. high density of residential area and school area justify reducing the speed by 5 MPH.
14 Florence PI. Garfield Ave. to 0.64 3,870 37.50 30 30 JUSTIFIED Combined 85th percentile speed of 37.50 is boarderline to rounding up to 40 Scout Ave. MPH. However, engineering judgement recommends rounding down and applying a 5 MPH reduction to 30 MPH to be consistent with adjacent zone and adjacent school & residential uses.
15 Gage Ave. West City Limits to 1.25 23,803 39.50 35 35 JUSTIFIED Combined 85th percentile speed of 39.50 must be rounded to 40 MPH.

Garfield Ave. However, engineering judgement recommends applying a 5 MPH reduction due to the uncontrolled crosswalk and adjacent residential uses. 16 Gage Ave. Garfield Ave. to 0.36 23,683 42.00 35 35 JUSTIFIED Combined 85th percentile speed of 42 must be rounded to 40 MPH. However, Emil Ave. high density of residential area justifies reducing the speed by 5 MPH. 17 Gage Ave. Emil Ave. to 0.59 20,674 41.50 35 35 JUSTIFIED Combined 85th percentile speed of 41.5 must be rounded to 40 MPH. Higher East City Limits than expected midblock accident rates justify reducing the speed by 5 MPH. 18 Garfield Ave. Gage Ave. to 0.56 31,253 38.50 35 35 JUSTIFIED Combined 85th percentile speed of 38.5 must be rounded to 40 MPH.

Florence PI. However, residential and school area justify reducing the speed by 5 MPH. 19 Garfield Ave. Florence Ave. to 0.48 21,102 41.50 35 35 JUSTIFIED Combined 85th percentile speed of 41.5 must be rounded to 40 MPH. High Ira Ave. density of residential area justifies reducing the speed by 5 MPH.

Note: Justifications are presented in remarks section of the engineering and traffic survey sheets contained in Appendix `A' 111P ENGINEER S
Exhibit 5 367

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2 City of Bell Gardens (
11110SupplementalSpeedSurvey — October 201
Table 3
Survey speeds differ from posted speed - Speed limit can be JUSTIFIED (Continued) Note: Justifications are presented in remarks section of the engineering and traffic survey sheets contained in Appendix `A' 111P ENGINEER S
Exhibit 5 368

Length 85th Posted Recom'd
in Percentile Speed Speed
No. Street Segment Miles ADT mph) Limit Limit Adjustment Justification 20 Garfield Ave. Ira Ave. to 0.63 22,065 42.50 35 35 JUSTIFIED Combined 85th percentile speed of 42.50 is boarderline to rounding up to 45 South City Limits MPH. However, engineering judgement recommends rounding down and applying a 5 MPH reduction to 35 MPH to be consistent with adjacent zone. 21 Jaboneria Rd. Gage Ave. to 0.58 5,972 37.00 30 30 JUSTIFIED Combined 85th percentile speed of 37 rounded to 35 MPH. Engineering Florence Ave. judgement recommends applying a 5 MPH reduction due to the adjacent school and adjacent residential uses.
22 Jaboneria Rd. Florence Ave. to 0.67 5,615 32.50 30 30 JUSTIFIED Combined 85th percentile speed of 32.50 is boarderine to rounding up to 35 Eastern Ave. MPH. However, engineering judgement recommends rounding down to 30 MPH to be consistent with adjacent zone and adjacent school & residential uses.
24 Scout Ave. Foster Bridge Blvd. to 0.26 6,499 37.50 30 30 JUSTIFIED Combined 85th percentile speed of 37.50 is boarderine to rounding up to 40 Florence PI. MPH. However, engineering judgement recommends rounding down and applying a 5 MPH reduction to 30 MPH to be consistent with adjacent zone and adjacent school uses.
25 Scout Ave. Florence PI. to 0.41 5,786 34.50 30 30 JUSTIFIED Combined 85th percentile speed of 34.50 is rounded to 35 MPH. However, high Florence Ave. density of residential area justifies reducing the speed by 5 MPH. 26 Scout Ave. Florence Ave. to 0.41 3,113 35.50 30 30 JUSTIFIED Combined 85th percentile speed of 35.50 is boarderine to rounding up to 35 Gotham St. MPH. However, engineering judgement recommends applying a 5 MPH reduction due to the adjacent park and residential uses.

Note: Justifications are presented in remarks section of the engineering and traffic survey sheets contained in Appendix `A' 111P ENGINEER S
Exhibit 5 368

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2 City of Bell Gardens
Supplemental Speed Survey — October 20
Appendix `A'
Engineering and Traffic Survey Sheets
MI ... T ... T...

Exhibit 5 ENGIN EERS A9T110" Page 240 of 352

www.ctcounters.com
Clara Street
Btwn West City Limits & Eastern Ave
Start 02- Jun -15 West Hour Totals East Hour Totals Combined Totals Time Tue Morninq Afternoon Morninq Afternoon Morninq Afternoon Morninq Afternoon Morninq Afternoon 12:00 24 120
3206 4719
9 92
Percent 28.0% 72.0% 40.5%
12:15 37 134
Grand
2909
12 114
4719 6115 12197
Total
12:30 21 135 19 91

28.0% 72.0% 40.5% 59.5%
12:45 26 136 108 525 11 91 51 388 159 913
01:00 17 123 14 112
01:15 16 139 11 119
01:30 20 131 13 112
01:45 15 119 68 512 4 121 42 464 110 976
02:00 15 133 11 125
02:15 12 165 9 124
02:30 11 186 4 120
02:45 7 157 45 641 10 107 34 476 79 1117
03:00 5 210 5 127
03:15 9 187 4 121
03:30 13 196 6 97
03:45 11 213 38 806 16 114 31 459 69 1265
04:00 12 209 16 104
04:15 6 215 17 125
04:30 9 177 33 115
04:45 20 208 47 809 35 109 101 453 148 1262
05:00 20 206 34 102
05:15 13 215 39 119
05:30 33 223 72 85
05:45 27 215 93 859 117 113 262 419 355 1278
06:00 37 210 81 102
06:15 59 211 80 104
06:30 41 196 94 102
06:45 66 192 203 809 128 115 383 423 586 1232
07:00 107 173 109 137
07:15 168 201 112 101
07:30 191 191 181 128
07:45 188 173 654 738 157 125 559 491 1213 1229
08:00 178 165 130 105
08:15 125 137 150 109
08:30 107 141 133 94
08:45 90 145 500 588 102 91 515 399 1015 987
09:00 94 156 117 91
09:15 100 151 84 76
09:30 93 148 101 109
09:45 87 148 374 603 90 84 392 360 766 963
10:00 82 115 110 81
10:15 89 75 92 50
10:30 92 103 102 61
10:45 98 75 361 368 104 45 408 237 769 605
11:00 94 66 92 37
11:15 101 56 110 37
11:30 102 53 105 40
11:45 121 45 418 220 121 36 428 150 846 370
Total 2909 7478 3206 4719 6115 12197
Percent 28.0% 72.0% 40.5% 59.5% 33.4% 66.6%
Grand
2909 7478 3206 4719 6115 12197
Total
Percent 28.0% 72.0% 40.5% 59.5% 33.4% 66.6%
ADT ADT 18,312 AADT 18,312
Exhibit 5 370 Page 241 of 352

CITY OF BELL GARDENS
Client: AAE
Street: Clara Street
Spt.Spd. Location: West City Limits to Eastern Ave. Ref. # ? Cumulative Date: 5/27/2015 Day: Wednesday
Speed Frequency Percent Percent Weather: Partly Sunny
Hours: 1:15 PM To 2:00 PM1300.00% 0.00%
14 0 0.00% 0.00% Number of Lanes: 01 WB / 01 BB Pea activity: Low 15 0 0.00% 0.00% Posted Speed: 30
16 0 0.00% 0.00% Channelization: Skip dash 2 way traffic 17 0 0.00% 0.00% Street Width: 40' Sidewalks: Yes
18 0 0.00% 0.00% Comm. /Resid.: Comm /Res Driveways: No 19 0 0.00% 0.00% Direction: Eastbound Median: No
20 0 0.00% 0.00% DATA ANALYSIS:
21 0 0.00% 0.00% Mean Speed: 34
22 0 0.00% 0.00% Standard Deviation: 4
23 1 0.93% 0.93% Standard error of the mean: 0.39
24 0 0.00% 0.93% 50th Percentile: 34
25 1 0.93% 1.87% 85th Percentile: 38
26 2 1.87% 3.74% 97th Percentile: 41
27 4 3.74% 7.48% 10 Mile Pace: 29 to 38
28 3 2.80% 10.28% of Samples in 10 -Mile Pace: 74.77%
29 6 5.61% 15.89% Comments:
30 5 4.67% 20.56%
31 6 5.61% 26.17%
Cumulative Frequency Distribution
32 8 7.48% 33.64%
33 10 9.35% 42.99% 120%
34 10 9.35% 52.34%
35 13 12.15% 64.49% 1(P%
36 8 7.48% 71.96% c7
37 9 8.41% 80.37%
38 5 4.67% 85.05%
U.
39 4 3.74% 88.79%
E4076.54% 95.33%
41 2 1.87% 97.20% 8D%
42 3 2.80% 100.00%
43 0 0.00% 100.00%
0%
3 ^b ^l:lj titi ti ti 3^ 3k 3A o° <P
44 0 0.00% 100.00% Spot Speed, mph
45 0 0.00% 100.00%
Frequency Distribution4600.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00% 18
49 0 0.00% 100.00%
16 14
25000.00% 100.00%
51 0 0.00% 100.00% d10
52 0 0.00% 100.00% 8
53 0 0.00% 100.00% LL 6
54 0 0.00% 100.00% 4
55 0 0.00% 100.00%
2 56 0 0.00% 100.00%
0 3 ^1b ^O, 11' j^
AjD` nj D° Nlb DrO b <j
57 0 0.00% 100.00 %
Spot Speed, mph
Total: 107 100%
Exhibit 5 371 Page 242 of 352

CITY OF BELL GARDENS
Client: AAE
Street: Clara Street
Spt.Spd. Location: West City Limits to Eastern Ave. Ref. # ? Cumulative Date: 5/27/2015 Day: Wednesday
Speed Frequency Percent Percent Weather: Partly Sunny
Hours: 1:15 PM To 2:00 PM1300.00% 0.00%
14 0 0.00% 0.00% Number of Lanes: 01 WB / 01 BB Pea activity: Low 15 0 0.00% 0.00% Posted Speed: 30
16 0 0.00% 0.00% Channelization: Skip dash 2 way traffic 17 0 0.00% 0.00% Street Width: 40' Sidewalks: Yes
18 0 0.00% 0.00% Comm. /Resid.: Comm /Res Driveways: No 19 0 0.00% 0.00% Direction: Westbound Median: No
20 0 0.00% 0.00% DATA ANALYSIS:
21 0 0.00% 0.00% Mean Speed: 34
22 0 0.00% 0.00% Standard Deviation: 6
23 0 0.00% 0.00% Standard error of the mean: 0.57
24 0 0.00% 0.00% 50th Percentile: 32
25 5 4.46% 4.46% 85th Percentile: 40
26 7 6.25% 10.71% 97th Percentile: 46
27 5 4.46% 15.18% 10 Mile Pace: 26 to 35
28 8 7.14% 22.32% of Samples in 10 -Mile Pace: 58.93%
29 6 5.36% 27.68% Comments:
30 14 12.50% 40.18%
31 8 7.14% 47.32%
Cumulative Frequency Distribution
32 4 3.57% 50.89%
33 5 4.46% 55.36% 120%
34 3 2.68% 58.04%
35 6 5.36% 63.39% 1(P%
36 4 3.57% 66.96% c7
37 7 6.25% 73.21%
38 3 2.68% 75.89%
U.
39 7 6.25% 82.14%
E4054.46% 86.61%
41 3 2.68% 89.29% D%
42 2 1.79% 91.07%
43 1 0.89% 91.96%
0%
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44 3 2.68% 94.64% Spot Speed, mph
45 1 0.89% 95.54%
Frequency Distribution4621.79% 97.32%
47 2 1.79% 99.11%
48 1 0.89% 100.00% 18
49 0 0.00% 100.00%
16 14
25000.00% 100.00%
51 0 0.00% 100.00% d10
52 0 0.00% 100.00% 8
53 0 0.00% 100.00% LL 6
54 0 0.00% 100.00% 4
55 0 0.00% 100.00%
2 56 0 0.00% 100.00%
0 3 ^1b ^O, titi tip' ti ^ 3k o° Nlb o
57 0 0.00% 100.00%
Spot Speed, mph
TTotal: 112 100%
Exhibit 5 372 Page 243 of 352

www.ctcounters.com
Clara Street
Btwn Eastern Ave & Garfield Ave
Start 02- Jun -15 East Hour Totals West Hour Totals Combined Totals Time Tue Morninq Afternoon Morninq Afternoon Morninq Afternoon Morninq Afternoon Morninq Afternoon 12:00 4 55
1256 2813
5 50
Percent 33.3% 66.7% 30.9%
12:15 3 61
Grand
1471
6 65
2813 2727 5763
Total
12:30 5 48 3 61

33.3% 66.7% 30.9% 69.1%
12:45 2 46 14 210 7 41 21 217 35 427
01:00 3 58 4 58
01:15 5 64 1 61
01:30 2 74 5 57
01:45 1 70 11 266 1 44 11 220 22 486
02:00 4 67 0 47
02:15 2 80 8 73
02:30 5 79 3 66
02:45 3 91 14 317 3 70 14 256 28 573
03:00 2 84 0 98
03:15 1 88 2 72
03:30 3 75 5 84
03:45 6 94 12 341 7 80 14 334 26 675
04:00 10 75 6 83
04:15 5 97 0 92
04:30 20 80 1 68
04:45 15 82 50 334 6 75 13 318 63 652
05:00 9 69 8 72
05:15 12 100 5 77
05:30 28 92 9 86
05:45 49 93 98 354 11 85 33 320 131 674
06:00 33 91 12 71
06:15 31 86 21 80
06:30 39 81 18 75
06:45 45 79 148 337 26 64 77 290 225 627
07:00 50 90 47 66
07:15 58 83 64 76
07:30 72 65 85 53
07:45 79 60 259 298 103 73 299 268 558 566
08:00 78 47 86 53
08:15 82 45 58 48
08:30 67 42 61 51
08:45 49 49 276 183 55 64 260 216 536 399
09:00 53 40 40 49
09:15 44 33 47 67
09:30 45 55 35 53
09:45 44 39 186 167 35 36 157 205 343 372
10:00 60 36 42 32
10:15 57 13 40 28
10:30 50 20 45 24
10:45 38 16 205 85 35 20 162 104 367 189
11:00 44 17 41 19
11:15 56 18 50 13
11:30 45 11 50 20
11:45 53 12 198 58 54 13 195 65 393 123
Total 1471 2950 1256 2813 2727 5763
Percent 33.3% 66.7% 30.9% 69.1% 32.1% 67.9%
Grand
1471 2950 1256 2813 2727 5763
Total
Percent 33.3% 66.7% 30.9% 69.1% 32.1% 67.9%
ADT ADT 8,490 AADT 8,490
Exhibit 5 373 Page 244 of 352

CITY OF BELL GARDENS
Client: AAE
Street: Clara Street
Spt.Spd. Location: Eastern Ave to Garfield Ave Ref. # ? Cumulative Date: 6/2/2015 Day: Tuesday
Speed Frequency Percent Percent Weather: Sunny
Hours: 11:35 AM To 12:15 PM1300.00% 0.00%
14 0 0.00% 0.00% Number of Lanes: 01 WB / 01 BB Pea activity: Low 15 0 0.00% 0.00% Posted Speed: 30
16 0 0.00% 0.00% Channelization: Skip dash 2 way traffic 17 0 0.00% 0.00% Street Width: 40' Sidewalks: Yes
18 0 0.00% 0.00% Comm. /Resid.: Comm /Res Driveways: No 19 0 0.00% 0.00% Direction: Eastbound Median: No
20 0 0.00% 0.00% DATA ANALYSIS:
21 2 1.82% 1.82% Mean Speed: 28
22 4 3.64% 5.45% Standard Deviation: 4
23 9 8.18% 13.64% Standard error of the mean: 0.38
24 7 6.36% 20.00% 50th Percentile: 27
25 14 12.73% 32.73% 85th Percentile: 31
26 12 10.91% 43.64% 97th Percentile: 35
27 10 9.09% 52.73% 10 Mile Pace: 23 to 32
28 14 12.73% 65.45% of Samples in 10 -Mile Pace: 88.18% 29 9 8.18% 73.64% Comments:
30 8 7.27% 80.91%
31 5 4.55% 85.45%
Cumulative Frequency Distribution
32 9 8.18% 93.64%
33 1 0.91% 94.55% 120%
34 0 0.00% 94.55%
35 3 2.73% 97.27% 1(P%
36 0 0.00% 97.27% c7
37 1 0.91% 98.18%
38 0 0.00% 98.18%
U.
39 0 0.00% 98.18%
E4010.91% 99.09%
41 0 0.00% 99.09% 8D%
42 0 0.00% 99.09%
43 1 0.91% 1 00.00%
0%
3 ^b ^l:lj titi 1P ti 3'` 174, 3A 0° 0 0 0 hti <P
44 0 0.00% 100.00% Spot Speed, mph
45 0 0.00% 100.00%
Frequency Distribution4600.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00% 18
49 0 0.00% 100.00%
16 14
25000.00% 100.00%
51 0 0.00% 100.00% d10
52 0 0.00% 100.00% 8
53 0 0.00% 100.00% LL 6
54 0 0.00% 100.00% 4
55 0 0.00% 100.00%
2 56 0 0.00% 100.00%
0 3 ^ro ^0
571 01 0.00%1 100.00%
Spot Speed, mph
Total: 110 100%
Exhibit 5 374 Page 245 of 352

CITY OF BELL GARDENS
Client: AAE
Street: Clara Street
Spt.Spd. Location: Eastern Ave to Garfield Ave Ref. # ? Cumulative Date: 6/2/2015 Day: Tuesday
Speed Frequency Percent Percent Weather: Sunny
Hours: 11:35 AM To 12:15 PM1300.00% 0.00%
14 0 0.00% 0.00% Number of Lanes: 01 WB / 01 BB Pea activity: Low 15 0 0.00% 0.00% Posted Speed: 30
16 0 0.00% 0.00% Channelization: Skip dash 2 way traffic 17 0 0.00% 0.00% Street Width: 40' Sidewalks: Yes
18 0 0.00% 0.00% Comm. /Resid.: Comm /Res Driveways: No 19 0 0.00% 0.00% Direction: Westbound Median: No
20 0 0.00% 0.00% DATA ANALYSIS:
21 2 1.89% 1.89% Mean Speed: 28
22 3 2.83% 4.72% Standard Deviation: 3
23 4 3.77% 8.49% Standard error of the mean: 0.29
24 9 8.49% 16.98% 50th Percentile: 28
25 8 7.55% 24.53% 85th Percentile: 31
26 9 8.49% 33.02% 97th Percentile: 34
27 15 14.15% 47.17% 10 Mile Pace: 23 to 32
28 14 13.21% 60.38% of Samples in 10 -Mile Pace: 88.68% 29 13 12.26% 72.64% Comments:
30 12 11.32% 83.96%
31 5 4.72% 88.68%
Cumulative Frequency Distribution
32 5 4.72% 93.40%
33 3 2.83% 96.23% 120%
34 1 0.94% 97.17%
35 2 1.89% 99.06% 1 QP%
36 0 0.00% 99.06% c7
37 1 0.94% 100.00%
38 0 0.00% 100.00%
U.
39 0 0.00% 100.00%
E4000.00% 100.00%
41 0 0.00% 100.00% 8D%
42 0 0.00% 100.00%
43 0 0.00% 100.00%
0%
3 ^b ^l:lj titi ti ti 3^ 3k 3A o° <P
44 0 0.00% 100.00% Spot Speed, mph
45 0 0.00% 100.00%
Frequency Distribution4600.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00% 18
49 0 0.00% 100.00%
16 14
25000.00% 100.00%
51 0 0.00% 100.00% d10
52 0 0.00% 100.00% 8
53 0 0.00% 100.00% LL 6
54 0 0.00% 100.00% 4
55 0 0.00% 100.00%
2 56 0 0.00% 100.00%
0 3 ^ro ^0
57 0 0.00% 100.00%
Spot Speed, mph
Total: 106 100%
Exhibit 5 375 Page 246 of 352

www.ctcounters.com
Clara St
Btwn Garfield Ave & Scout Ave
Start 02- Jun -15 East Hour Totals West Hour Totals Combined Totals Time Tue Morninq Afternoon Morninq Afternoon Morninq Afternoon Morninq Afternoon Morninq Afternoon 12:00 5 52
1272 2220
1 40
Percent 36.1% 63.9% 36.4%
12:15 2 53
Grand
1802
3 65
2220 3074 5404
Total
12:30 6 62 4 42

36.1% 63.9% 36.4% 63.6%
12:45 5 70 18 237 2 37 10 184 28 421
01:00 5 47 1 41
01:15 3 59 3 38
01:30 4 67 4 36
01:45 1 90 13 263 2 58 10 173 23 436
02:00 3 80 0 49
02:15 2 82 5 64
02:30 5 79 2 49
02:45 6 125 16 366 6 55 13 217 29 583
03:00 10 114 2 72
03:15 15 76 2 74
03:30 19 92 7 75
03:45 25 98 69 380 2 101 13 322 82 702
04:00 30 122 3 86
04:15 22 96 2 82
04:30 26 94 5 80
04:45 24 102 102 414 4 71 14 319 116 733
05:00 26 120 17 102
05:15 23 109 18 82
05:30 45 101 12 65
05:45 49 110 143 440 16 64 63 313 206 753
06:00 56 98 21 70
06:15 39 91 18 59
06:30 38 105 28 51
06:45 52 101 185 395 43 46 110 226 295 621
07:00 73 89 44 37
07:15 65 72 69 41
07:30 95 72 93 38
07:45 81 58 314 291 90 27 296 143 610 434
08:00 102 39 76 32
08:15 89 35 64 32
08:30 72 48 58 24
08:45 71 48 334 170 50 23 248 111 582 281
09:00 62 39 58 48
09:15 47 30 40 29
09:30 46 24 42 25
09:45 79 23 234 116 39 19 179 121 413 237
10:00 35 22 41 23
10:15 63 23 42 12
10:30 50 25 40 12
10:45 49 15 197 85 38 16 161 63 358 148
11:00 37 10 48 11
11:15 38 12 34 10
11:30 42 4 37 5
11:45 60 1 177 27 36 2 155 28 332 55
Total 1802 3184 1272 2220 3074 5404
Percent 36.1% 63.9% 36.4% 63.6% 36.3% 63.7%
Grand
1802 3184 1272 2220 3074 5404
Total
Percent 36.1% 63.9% 36.4% 63.6% 36.3% 63.7%
ADT ADT 8,478 AADT 8,478
Exhibit 5 376 Page 247 of 352

CITY OF BELL GARDENS
Client: AAE
Street: Clara Street
Spt.Spd. Location: Garfield Ave to Scout Ave Ref. # ?
Cumulative Date: 6/2/2015 Day: Tuesday
Speed Frequency Percent Percent Weather: Sunny
Hours: 12:15 PM To 12:50 PM1300.00% 0.00%
14 0 0.00% 0.00% Number of Lanes: 01 WB / 01 BB Pea activity: Low 15 0 0.00% 0.00% Posted Speed: 30
16 0 0.00% 0.00% Channelization: Skip dash 2 way traffic 17 0 0.00% 0.00% Street Width: 40' Sidewalks: Yes
18 0 0.00% 0.00% Comm. /Resid.: Ind /Res Driveways: No
19 0 0.00% 0.00% Direction: Eastbound Median: No
20 4 3.70% 3.70% DATA ANALYSIS:
21 7 6.48% 10.19% Mean Speed: 28
22 3 2.78% 12.96% Standard Deviation: 4
23 5 4.63% 17.59% Standard error of the mean: 0.38
24 5 4.63% 22.22% 50th Percentile: 28
25 7 6.48% 28.70% 85th Percentile: 32
26 5 4.63% 33.33% 97th Percentile: 36
27 7 6.48% 39.81% 10 Mile Pace: 23 to 32
28 11 10.19% 50.00% of Samples in 10 -Mile Pace: 75.00% 29 15 13.89% 63.89% Comments:
30 11 10.19% 74.07%
31 8 7.41% 81.48%
Cumulative Frequency Distribution
32 7 6.48% 87.96%
33 2 1.85% 89.81% 120%
34 6 5.56% 95.37%
35 1 0.93% 96.30% 1(P%
36 1 0.93% 97.22% c7
37 1 0.93% 98.15%
38 0 0.00% 98.15%
U.
39 0 0.00% 98.15%
E4010.93% 99.07%
41 0 0.00% 99.07% D%
42 0 0.00% 99.07%
43 1 0.93% 100.00%
0%
3 ^b ^
titi 1P ti 3^ 3k 3A o° <P
44 0 0.00% 100.00% Spot Speed, mph
45 0 0.00% 100.00%
Frequency Distribution4600.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00% 18
49 0 0.00% 100.00%
16 14
25000.00% 100.00%
51 0 0.00% 100.00% d10
52 0 0.00% 100.00% 8 LJUA5300.00% 100.00% LL 6
54 0 0.00% 100.00% 4
55 0 0.00% 100.00%
2 56 0 0.00% 100.00%
0 3 ^ro ^0
57 Ol 0.00% 100.00%
Spot Speed, mph
Total: 108 100%
Exhibit 5 377 Page 248 of 352

CITY OF BELL GARDENS
Client: AAE
Street: Clara Street
Spt.Spd. Location: Garfield Ave to Scout Ave Ref. # ?
Cumulative Date: 6/2/2015 Day: Tuesday
Speed Frequency Percent Percent Weather: Sunny
Hours: 12:15 PM To 12:50 PM1300.00% 0.00%
14 0 0.00% 0.00% Number of Lanes: 01 WB / 01 BB Pea activity: Low 15 0 0.00% 0.00% Posted Speed: 30
16 0 0.00% 0.00% Channelization: Skip dash 2 way traffic 17 0 0.00% 0.00% Street Width: 40' Sidewalks: Yes
18 0 0.00% 0.00% Comm. /Resid.: Ind /Res Driveways: No
19 0 0.00% 0.00% Direction: Westbound Median: No
20 4 3.70% 3.70% DATA ANALYSIS:
21 7 6.48% 10.19% Mean Speed: 28
22 3 2.78% 12.96% Standard Deviation: 4
23 5 4.63% 17.59% Standard error of the mean: 0.38
24 5 4.63% 22.22% 50th Percentile: 28
25 7 6.48% 28.70% 85th Percentile: 32
26 5 4.63% 33.33% 97th Percentile: 36
27 7 6.48% 39.81% 10 Mile Pace: 23 to 32
28 11 10.19% 50.00% of Samples in 10 -Mile Pace: 75.00% 29 15 13.89% 63.89% Comments:
30 11 10.19% 74.07%
31 8 7.41% 81.48%
Cumulative Frequency Distribution
32 7 6.48% 87.96%
33 2 1.85% 89.81% 120%
34 6 5.56% 95.37%
35 1 0.93% 96.30% 1(P%
36 1 0.93% 97.22% c7
37 1 0.93% 98.15%
38 0 0.00% 98.15%
U.
39 0 0.00% 98.15%
E4010.93% 99.07%
41 0 0.00% 99.07% D%
42 0 0.00% 99.07%
43 1 0.93% 100.00%
0%
3 ^b ^
titi 1P ti 3^ 3k 3A o° <P
44 0 0.00% 100.00% Spot Speed, mph
45 0 0.00% 100.00%
Frequency Distribution4600.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00% 18
49 0 0.00% 100.00%
16 14
25000.00% 100.00%
51 0 0.00% 100.00% d10
52 0 0.00% 100.00% 8 LJUA5300.00% 100.00% LL 6
54 0 0.00% 100.00% 4
55 0 0.00% 100.00%
2 56 0 0.00% 100.00%
0 3 ^ro ^0
57 Ol 0.00% 100.00%
Spot Speed, mph
Total: 108 100%
Exhibit 5 378 Page 249 of 352

www.ctcounters.com
Eastern Ave
Btwn North City Limits & Gage Ave
Start 02- Jun -15 South Hour Totals North Hour Totals Combined Totals Time Tue Morninq Afternoon Morninq Afternoon Morninq Afternoon Morninq Afternoon Morninq Afternoon 12:00 37 207
6221 7079
31 160
Percent 26.7% 73.3% 46.8%
12:15 50 249
Grand
3640
38 168
7079 9861 17079
Total
12:30 38 256 34 154

26.7% 73.3% 46.8% 53.2%
12:45 29 225 154 937 26 123 129 605 283 1542
01:00 29 207 40 188
01:15 36 260 26 185
01:30 18 222 25 153
01:45 41 213 124 902 47 126 138 652 262 1554
02:00 14 196 39 134
02:15 28 237 38 118
02:30 16 214 44 165
02:45 30 288 88 935 24 213 145 630 233 1565
03:00 12 261 29 193
03:15 39 268 34 179
03:30 27 262 23 179
03:45 19 319 97 1110 36 185 122 736 219 1846
04:00 21 303 41 189
04:15 34 323 55 169
04:30 16 273 54 193
04:45 34 338 105 1237 59 152 209 703 314 1940
05:00 19 274 56 184
05:15 51 341 87 196
05:30 53 293 122 169
05:45 53 323 176 1231 193 164 458 713 634 1944
06:00 54 312 218 177
06:15 60 338 159 152
06:30 73 294 211 169
06:45 93 279 280 1223 249 141 837 639 1117 1862
07:00 96 236 300 143
07:15 130 251 263 154
07:30 120 210 321 150
07:45 131 159 477 856 307 140 1191 587 1668 1443
08:00 114 133 283 145
08:15 110 147 282 136
08:30 116 123 275 144
08:45 120 117 460 520 231 153 1071 578 1531 1098
09:00 101 119 230 123
09:15 113 102 177 142
09:30 119 108 185 148
09:45 122 71 455 400 151 143 743 556 1198 956
10:00 126 87 140 104
10:15 151 96 167 108
10:30 129 99 129 118
10:45 147 75 553 357 169 76 605 406 1158 763
11:00 153 64 132 94
11:15 170 105 145 57
11:30 164 56 135 50
11:45 184 67 671 292 161 73 573 274 1244 566
Total 3640 10000 6221 7079 9861 17079
Percent 26.7% 73.3% 46.8% 53.2% 36.6% 63.4%
Grand
3640 10000 6221 7079 9861 17079
Total
Percent 26.7% 73.3% 46.8% 53.2% 36.6% 63.4%
ADT ADT 26,940 AADT 26,940
Exhibit 5 379 Page 250 of 352

CITY OF BELL GARDENS
Client: AAE
Street: Eastern Avenue
Spt.Spd. Location: North City Limits to Gage Ave Ref. # ? Cumulative Date: 5/27/2015 Day: Wednesday
Speed Frequency Percent Percent Weather: Partly Sunny
Hours: 10:45 AM To 11:25 AM1300.00% 0.00%
14 0 0.00% 0.00% Number of Lanes: 02 NB / 02 SB Ped activity: Med 15 0 0.00% 0.00% Posted Speed: 40
16 0 0.00% 0.00% Channelization: Median 2 way traffic
17 0 0.00% 0.00% Street Width: 75' Sidewalks: Yes
18 0 0.00% 0.00% Comm. /Resid.: Commercial Driveways: Yes 19 0 0.00% 0.00% Direction: Northbound Median: Yes
20 0 0.00% 0.00% DATA ANALYSIS:
21 0 0.00% 0.00% Mean Speed: 35
22 0 0.00% 0.00% Standard Deviation: 5
23 0 0.00% 0.00% Standard error of the mean: 0.46
24 0 0.00% 0.00% 50th Percentile: 35
25 1 0.84% 0.84% 85th Percentile: 40
26 2 1.68% 2.52% 97th Percentile: 42
27 5 4.20% 6.72% 10 Mile Pace: 31 to 40
28 6 5.04% 11.76% of Samples in 10 -Mile Pace: 68.91%
29 5 4.20% 15.97% Comments:
30 6 5.04% 21.01%
31 8 6.72% 27.73%
Cumulative Frequency Distribution
32 9 7.56% 3529%
33 6 5.04% 40.34% 120%
34 7 5.88% 46.22%
35 10 8.40% 54.62% 1(P%
36 8 6.72% 61.34% c7
37 7 5.88% 67.23%
38 8 6.72% 73.95%
U.
39 8 6.72% 80.67%
E40119.24% 89.92%
41 6 5.04% 94.96% D%
42 3 2.52% 97.48%
43 2 1.68% 99.16%
0%
3 ^b ^l:lj titi 1P ti 3^ 3k 3A o° 03 hti <P
44 1 0.84% 100.00% Spot Speed, mph
45 0 0.00% 100.00%
Frequency Distribution4600.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00% 18
49 0 0.00% 100.00%
16 14
25000.00% 100.00%
51 0 0.00% 100.00% d10
52 0 0.00% 100.00% 8
53 0 0.00% 100.00% LL 6
54 0 0.00% 100.00% 4
55 0 0.00% 100.00%
2 56 0 0.00% 100.00%
0 3 ^
57 0 0.00% 100.00%
Spot Speed, mph
Total: 119 100%
Exhibit 5 380 Page 251 of 352

CITY OF BELL GARDENS
Client: AAE
Street: Eastern Avenue
Spt.Spd. Location: North City Limits to Gage Ave Ref. # ? Cumulative Date: 5/27/2015 Day: Wednesday
Speed Frequency Percent Percent Weather: Partly Sunny
Hours: 10:45 AM To 11:25 AM1300.00% 0.00%
14 0 0.00% 0.00% Number of Lanes: 02 NB / 02 SB Ped activity: Med 15 0 0.00% 0.00% Posted Speed: 40
16 0 0.00% 0.00% Channelization: Median 2 way traffic
17 0 0.00% 0.00% Street Width: 75' Sidewalks: Yes
18 0 0.00% 0.00% Comm. /Resid.: Commercial Driveways: Yes 19 0 0.00% 0.00% Direction: Southbound Median: Yes
20 0 0.00% 0.00% DATA ANALYSIS:
21 0 0.00% 0.00% Mean Speed: 34
22 0 0.00% 0.00% Standard Deviation: 4
23 0 0.00% 0.00% Standard error of the mean: 0.38
24 0 0.00% 0.00% 50th Percentile: 33
25 0 0.00% 0.00% 85th Percentile: 39
26 0 0.00% 0.00% 97th Percentile: 42
27 0 0.00% 0.00% 10 Mile Pace: 29 to 38
28 0 0.00% 0.00% of Samples in 10 -Mile Pace: 83.93%
29 10 8.93% 8.93% Comments:
30 12 1 0.71% 19.64%
31 15 13.39% 33.04%
Cumulative Frequency Distribution
32 11 9.82% 42.86%
33 15 13.39% 56.25% 120%
34 14 12.50% 68.75%
35 6 5.36% 74.11% 1(P%
36 4 3.57% 77.68% c7
37 4 3.57% 81.25%
38 3 2.68% 83.93%
U.
39 5 4.46% 88.39%
E4043.57% 91.96%
41 3 2.68% 94.64% 8D%
42 3 2.68% 97.32%
43 0 0.00% 97.32%
0%
3 ^Ib ^l:lj titi ti ti 3^ 3k 'b\ o° 03 v hti <P
44 0 0.00% 97.32% Spot Speed, mph
45 1 0.89% 98.21%
Frequency Distribution4610.89% 99.11%
47 0 0.00% 99.11%
48 0 0.00% 99.11% 18
49 0 0.00% 99.11%
16 14
25010.89% 100.00%
51 0 0.00% 100.00% d10
52 0 0.00% 100.00% 8 Aii5300.00% 100.00% LL 6
54 0 0.00% 100.00% 4
55 0 0.00% 100.00%
2 i i i i i i i i i i i i i Itit 1[
56 0 0.00% 100.00%
0 3 ^1b ^O, rl' rl 1j^ 1j1 nj D° Nib 0 b <j
57 0 0.00% 100.00%
Spot Speed, mph
Total: 112 100%
Exhibit 5 381 Page 252 of 352

www.ctcounters.com
Eastern Ave
Btwn Gage Ave & Lubec St
Start 10- Jun -15 South Hour Totals North Hour Totals Combined Totals Time Wed Morninq Afternoon Morninq Afternoon Morninq Afternoon Morninq Afternoon Morninq Afternoon 12:00 38 234
6282 8460
40 175
Percent 29.7% 70.3% 42.6%
12:15 40 260
Grand
4463
57 176
8460 10745 19006
Total
12:30 76 238 26 210

29.7% 70.3% 42.6% 57.4%
12:45 36 242 190 974 38 256 161 817 351 1791
01:00 28 246 34 240
01:15 48 285 26 232
01:30 26 225 28 228
01:45 26 253 128 1009 24 254 112 954 240 1963
02:00 25 204 20 282
02:15 35 262 26 255
02:30 10 231 36 234
02:45 26 307 96 1004 22 226 104 997 200 2001
03:00 31 290 25 216
03:15 38 252 22 192
03:30 23 283 25 204
03:45 22 326 114 1151 38 174 110 786 224 1937
04:00 18 294 38 190
04:15 27 324 35 208
04:30 44 290 53 200
04:45 56 334 145 1242 99 202 225 800 370 2042
05:00 50 290 84 192
05:15 73 330 73 194
05:30 88 333 103 210
05:45 88 332 299 1285 160 189 420 785 719 2070
06:00 90 280 168 186
06:15 91 312 124 198
06:30 94 274 184 198
06:45 136 301 411 1167 214 178 690 760 1101 1927
07:00 145 255 262 162
07:15 144 226 270 200
07:30 166 183 298 160
07:45 176 178 631 842 323 151 1153 673 1784 1515
08:00 156 160 338 156
08:15 120 210 304 136
08:30 134 165 305 162
08:45 127 148 537 683 279 150 1226 604 1763 1287
09:00 130 139 270 162
09:15 138 126 230 134
09:30 148 134 173 138
09:45 134 109 550 508 185 141 858 575 1408 1083
10:00 156 96 161 114
10:15 157 121 142 112
10:30 130 96 131 103
10:45 151 96 594 409 155 109 589 438 1183 847
11:00 154 63 150 86
11:15 202 80 154 55
11:30 195 66 144 66
11:45 217 63 768 272 186 64 634 271 1402 543
Total 4463 10546 6282 8460 10745 19006
Percent 29.7% 70.3% 42.6% 57.4% 36.1% 63.9%
Grand
4463 10546 6282 8460 10745 19006
Total
Percent 29.7% 70.3% 42.6% 57.4% 36.1% 63.9%
ADT ADT 29,751 AADT 29,751
Exhibit 5 382 Page 253 of 352

CITY OF BELL GARDENS
Client: AAE
Street: Eastern Avenue
Spt.Spd. Location: Gage Ave to Lubec Street Ref. # ?
Cumulative Date: 5/27/2015 Day: Wednesday
Speed Frequency Percent Percent Weather: Partly Sunny
Hours: 11:25 AM To 12:00 PM1300.00% 0.00%
14 0 0.00% 0.00% Number of Lanes: 02 NB / 02 SB Ped activity: Med 15 0 0.00% 0.00% Posted Speed: 40
16 0 0.00% 0.00% Channelization: Median 2 way traffic
17 0 0.00% 0.00% Street Width: 75' Sidewalks: Yes
18 0 0.00% 0.00% Comm. /Resid.: Commercial Driveways: Yes 19 0 0.00% 0.00% Direction: Northbound Median: Yes
20 0 0.00% 0.00% DATA ANALYSIS:
21 0 0.00% 0.00% Mean Speed: 35
22 0 0.00% 0.00% Standard Deviation: 4
23 0 0.00% 0.00% Standard error of the mean: 0.38
24 0 0.00% 0.00% 50th Percentile: 36
25 0 0.00% 0.00% 85th Percentile: 39
26 0 0.00% 0.00% 97th Percentile: 41
27 0 0.00% 0.00% 10 Mile Pace: 31 to 40
28 3 2.78% 2.78% of Samples in 10 -Mile Pace: 83.33%
29 3 2.78% 5.56% Comments:
30 7 6.48% 12.04%
31 10 9.26% 21.30%
Cumulative Frequency Distribution
32 8 7.41% 28.70%
33 5 4.63% 33.33% 120%
34 4 3.70% 37.04%
35 10 9.26% 46.30% 1(P%
36 11 10.19% 56.48% c7
37 10 9.26% 65.74%
38 10 9.26% 75.00%
U.
39 14 12.96% 87.96%
E4087.41% 95.37%
41 3 2.78% 98.15% 8D%
42 1 0.93% 99.07%
1 1 1 1 IoZ I I I i i i i i i i i i i i i i i i i i i i i i 43 1 0.93% 1 00.00%
0% -H
3 ^b ^l
titi 1P 1 1 3^ 3k 3A o°
44 0 0.00% 100.00% Spot Speed, mph
45 0 0.00% 100.00%
Frequency Distribution4600.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00% 18
49 0 0.00% 100.00%
16 14
25000.00% 100.00%
51 0 0.00% 100.00% d10
52 0 0.00% 100.00% 8
53 0 0.00% 100.00% LL 6
54 0 0.00% 100.00% 4
55 0 0.00% 100.00%
2 56 0 0.00% 100.00%
0 57 0 0.00% 100.00%
Spot Speed, mph
TTotal: 108 100%
Exhibit 5 383 Page 254 of 352

CITY OF BELL GARDENS
Client: AAE
Street: Eastern Avenue
Spt.Spd. Location: Gage Ave to Lubec Street Ref. # ?
Cumulative Date: 5/27/2015 Day: Wednesday
Speed Frequency Percent Percent Weather: Partly Sunny
Hours: 11:25 AM To 12:00 PM1300.00% 0.00%
14 0 0.00% 0.00% Number of Lanes: 02 NB / 02 SB Ped activity: Med 15 0 0.00% 0.00% Posted Speed: 40
16 0 0.00% 0.00% Channelization: Median 2 way traffic
17 0 0.00% 0.00% Street Width: 75' Sidewalks: Yes
18 0 0.00% 0.00% Comm. /Resid.: Commercial Driveways: Yes 19 0 0.00% 0.00% Direction: Southbound Median: Yes
20 0 0.00% 0.00% DATA ANALYSIS:
21 0 0.00% 0.00% Mean Speed: 35
22 0 0.00% 0.00% Standard Deviation: 4
23 0 0.00% 0.00% Standard error of the mean: 0.38
24 0 0.00% 0.00% 50th Percentile: 35
25 0 0.00% 0.00% 85th Percentile: 40
26 0 0.00% 0.00% 97th Percentile: 42
27 0 0.00% 0.00% 10 Mile Pace: 31 to 40
28 0 0.00% 0.00% of Samples in 10 -Mile Pace: 79.65%
29 6 5.31% 5.31% Comments:
30 7 6.19% 11.50%
31 11 9.73% 21.24%
Cumulative Frequency Distribution
32 11 9.73% 30.97%
33 8 7.08% 38.05% 120%
34 7 6.19% 44.25%
35 10 8.85% 53.10% 1(P%
36 12 1 0.62% 63.72% c7
37 5 4.42% 68.14%
38 5 4.42% 72.57%
U.
39 9 7.96% 80.53%
E401210.62% 91.15%
41 5 4.42% 95.58% D%
42 3 2.65% 98.23%
43 0 0.00% 98.23%
0%
3 ^Ib ^l:lj titi 1P ti 3^ 3k 3\ o° 03 vro hti <P
44 1 0.88% 99.12% Spot Speed, mph
45 0 0.00% 99.12%
Frequency Distribution4600.00% 99.12%
47 1 0.88% 100.00%
48 0 0.00% 100.00% 18
49 0 0.00% 100.00%
16 14
25000.00% 100.00%
51 0 0.00% 100.00% d10
52 0 0.00% 100.00% 8
53 0 0.00% 100.00% LL 6
54 0 0.00% 100.00% 4
55 0 0.00% 100.00%
2 56 0 0.00% 100.00%
0 3 ^ ^ titi tip' ti ^ 3k ItA o°
57 0 0.00% 100.00%
Spot Speed, mph
Total: 113 100%
Exhibit 5 384 Page 255 of 352

www.ctcounters.com
Eastern Ave
Btwn Lubec St & Florence Ave
Start 02- Jun -15 South Hour Totals North Hour Totals Combined Totals Time Tue Morninq Afternoon Morninq Afternoon Morninq Afternoon Morninq Afternoon Morninq Afternoon 12:00 34 208
5653 7606
47 174
Percent 30.5% 69.5% 42.6%
12:15 36 245
Grand
4544
34 167
7606 10197 17937
Total
12:30 40 257 37 196

30.5% 69.5% 42.6% 57.4%
12:45 31 221 141 931 34 217 152 754 293 1685
01:00 26 216 21 230
01:15 36 244 25 198
01:30 25 250 37 215
01:45 31 222 118 932 20 209 103 852 221 1784
02:00 18 227 33 224
02:15 29 235 18 208
02:30 14 217 27 181
02:45 26 262 87 941 24 188 102 801 189 1742
03:00 18 302 16 200
03:15 35 268 17 176
03:30 22 266 24 187
03:45 23 277 98 1113 39 188 96 751 194 1864
04:00 23 310 39 167
04:15 31 269 35 161
04:30 28 312 44 188
04:45 48 345 130 1236 72 133 190 649 320 1885
05:00 53 305 90 183
05:15 71 322 56 156
05:30 89 306 65 195
05:45 85 330 298 1263 144 160 355 694 653 1957
06:00 83 326 176 173
06:15 85 306 131 165
06:30 134 287 150 145
06:45 135 299 437 1218 187 154 644 637 1081 1855
07:00 148 218 219 172
07:15 166 250 243 152
07:30 208 226 268 149
07:45 191 193 713 887 261 159 991 632 1704 1519
08:00 192 161 265 161
08:15 161 191 256 180
08:30 145 142 242 134
08:45 143 130 641 624 243 140 1006 615 1647 1239
09:00 124 154 234 131
09:15 136 130 211 147
09:30 139 143 160 138
09:45 127 90 526 517 164 125 769 541 1295 1058
10:00 158 104 150 120
10:15 152 107 169 94
10:30 160 90 159 97
10:45 186 75 656 376 153 104 631 415 1287 791
11:00 160 61 147 87
11:15 179 100 151 62
11:30 157 68 143 63
11:45 203 64 699 293 173 53 614 265 1313 558
Total 4544 10331 5653 7606 10197 17937
Percent 30.5% 69.5% 42.6% 57.4% 36.2% 63.8%
Grand
4544 10331 5653 7606 10197 17937
Total
Percent 30.5% 69.5% 42.6% 57.4% 36.2% 63.8%
ADT ADT 28,134 AADT 28,134
Exhibit 5 385 Page 256 of 352

CITY OF BELL GARDENS
Client: AAE
Street: Eastern Avenue
Spt.Spd. Location: Lubec Street to Florence Ave Ref. # ? Cumulative Date: 5/27/2015 Day: Wednesday
Speed Frequency Percent Percent Weather: Partly Sunny
Hours: 12:00 PM To 1:15 PM1300.00% 0.00%
14 0 0.00% 0.00% Number of Lanes: 02 NB / 02 SB Ped activity: Med 15 0 0.00% 0.00% Posted Speed: 40
16 0 0.00% 0.00% Channelization: Median 2 way traffic
17 0 0.00% 0.00% Street Width: 75' Sidewalks: Yes
18 0 0.00% 0.00% Comm. /Resid.: Commercial Driveways: Yes 19 0 0.00% 0.00% Direction: Northbound Median: Yes
20 0 0.00% 0.00% DATA ANALYSIS:
21 0 0.00% 0.00% Mean Speed: 37
22 0 0.00% 0.00% Standard Deviation: 5
23 0 0.00% 0.00% Standard error of the mean: 0.48
24 0 0.00% 0.00% 50th Percentile: 38
25 0 0.00% 0.00% 85th Percentile: 41
26 1 0.92% 0.92% 97th Percentile: 46
27 2 1.83% 2.75% 10 Mile Pace: 33 to 42
28 1 0.92% 3.67% of Samples in 10 -Mile Pace: 73.39%
29 3 2.75% 6.42% Comments:
30 6 5.50% 11.93%
31 3 2.75% 14.68%
Cumulative Frequency Distribution
32 3 2.75% 17.43%
33 5 4.59% 22.02% 120%
34 4 3.67% 25.69%
35 8 7.34% 33.03% 1(P%
36 9 8.26% 41.28% c7
37 8 7.34% 48.62%
38 7 6.42% 55.05%
U.
39 15 13.76% 68.81%
E% 40 11 10.09% 78.90%
41 9 8.26% 87.16% 8D%
42 4 3.67% 90.83%
43 2 1.83% 92.66%
0%
3 ^b ^l
titi ti ti 3^ 3k 3A o° <P
44 2 1.83% 94.50% Spot Speed, mph
45 1 0.92% 95.41%
Frequency Distribution4621.83% 97.25%
47 2 1.83% 99.08%
48 0 0.00% 99.08% 18
49 1 0.92% 100.00%
16 14
25000.00% 100.00%
51 0 0.00% 100.00% d10
52 0 0.00% 100.00% 8 i5300.00% 100.00% LL 6
54 0 0.00% 100.00% 4
55 0 0.00% 100.00%
2 56 0 0.00% 100.00%
0 ..............
3 ^1b ^O, titi tip' ti ^ 3k o° Nlb 0 o
57 0 0.00% 100.00%
Spot Speed, mph
TTotal: 109 100%
Exhibit 5 386 Page 257 of 352

CITY OF BELL GARDENS
Client: AAE
Street: Eastern Avenue
Spt.Spd. Location: Lubec Street to Florence Ave Ref. # ? Cumulative Date: 5/27/2015 Day: Wednesday
Speed Frequency Percent Percent Weather: Partly Sunny
Hours: 12:00 PM To 1:15 PM1300.00% 0.00%
14 0 0.00% 0.00% Number of Lanes: 02 NB / 02 SB Ped activity: Med 15 0 0.00% 0.00% Posted Speed: 40
16 0 0.00% 0.00% Channelization: Median 2 way traffic
17 0 0.00% 0.00% Street Width: 75' Sidewalks: Yes
18 0 0.00% 0.00% Comm. /Resid.: Commercial Driveways: Yes 19 0 0.00% 0.00% Direction: Southbound Median: Yes
20 0 0.00% 0.00% DATA ANALYSIS:
21 0 0.00% 0.00% Mean Speed: 36
22 0 0.00% 0.00% Standard Deviation: 4
23 0 0.00% 0.00% Standard error of the mean: 0.39
24 0 0.00% 0.00% 50th Percentile: 36
25 0 0.00% 0.00% 85th Percentile: 41
26 0 0.00% 0.00% 97th Percentile: 45
27 0 0.00% 0.00% 10 Mile Pace: 31 to 40
28 0 0.00% 0.00% of Samples in 10 -Mile Pace: 78.50%
29 2 1.87% 1.87% Comments:
30 4 3.74% 5.61%
31 11 1 0.28% 15.89%
Cumulative Frequency Distribution
32 7 6.54% 22.43%
33 10 9.35% 31.78% 120%
34 7 6.54% 38.32%
35 6 5.61% 43.93% 1(P%
36 8 7.48% 51.40% c7
37 7 6.54% 57.94%
38 14 13.08% 71.03%
U.
39 7 6.54% 77.57%
E4076.54% 84.11%
41 4 3.74% 87.85% 8D%
42 5 4.67% 92.52%
43 3 2.80% 95.33%
0%
3 ^b ^l:lj titi ti ti 3^ 3k 3A o° <P
44 1 0.93% 96.26% Spot Speed, mph
45 3 2.80% 99.07%
Frequency Distribution4610.93% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00% 18
49 0 0.00% 100.00%
16 14
25000.00% 100.00%
51 0 0.00% 100.00% d10
52 0 0.00% 100.00% 8
53 0 0.00% 100.00% LL 6
54 0 0.00% 100.00% 4
55 0 0.00% 100.00%
2 56 0 0.00% 100.00%
0 ,4$L ......
3 ^1b ^O, titi tip' ti ^ 3k o° Nlb b o
57 01 0.00% 100.00%
Spot Speed, mph
TTotal: 107 100%
Exhibit 5 387 Page 258 of 352

www.ctcounters.com
Eastern Ave
Btwn Florence Ave & Clara St
Start 02- Jun -15 South Hour Totals North Hour Totals Combined Totals Time Tue Morninq Afternoon Morninq Afternoon Morninq Afternoon Morninq Afternoon Morninq Afternoon 12:00 48 164
5405 7571
31 137
Percent 27.6% 72.4% 41.7%
12:15 31 161
Grand
3662
36 160
7571 9067 17191
Total
12:30 38 173 28 177

27.6% 72.4% 41.7% 58.3%
12:45 34 179 151 677 24 168 119 642 270 1319
01:00 23 172 22 193
01:15 32 188 22 133
01:30 18 179 11 188
01:45 28 178 101 717 26 183 81 697 182 1414
02:00 29 201 26 200
02:15 23 239 37 218
02:30 26 208 25 181
02:45 23 221 101 869 28 210 116 809 217 1678
03:00 10 235 31 185
03:15 21 219 28 201
03:30 17 219 27 156
03:45 16 255 64 928 33 174 119 716 183 1644
04:00 16 294 29 194
04:15 15 255 23 176
04:30 21 301 45 179
04:45 27 297 79 1147 47 177 144 726 223 1873
05:00 49 291 70 166
05:15 33 265 69 187
05:30 58 259 90 218
05:45 73 275 213 1090 154 192 383 763 596 1853
06:00 62 319 137 157
06:15 49 286 137 180
06:30 76 299 140 190
06:45 85 276 272 1180 201 188 615 715 887 1895
07:00 99 233 195 179
07:15 93 235 230 168
07:30 152 262 260 167
07:45 178 235 522 965 277 170 962 684 1484 1649
08:00 202 186 259 149
08:15 117 166 250 173
08:30 113 161 208 151
08:45 113 157 545 670 220 150 937 623 1482 1293
09:00 102 145 198 145
09:15 106 141 197 146
09:30 112 180 142 125
09:45 138 157 458 623 155 110 692 526 1150 1149
10:00 117 140 151 116
10:15 130 111 145 108
10:30 157 117 154 101
10:45 158 88 562 456 153 95 603 420 1165 876
11:00 161 87 150 58
11:15 146 67 144 75
11:30 142 72 181 53
11:45 145 72 594 298 159 64 634 250 1228 548
Total 3662 9620 5405 7571 9067 17191
Percent 27.6% 72.4% 41.7% 58.3% 34.5% 65.5%
Grand
3662 9620 5405 7571 9067 17191
Total
Percent 27.6% 72.4% 41.7% 58.3% 34.5% 65.5%
ADT ADT 26,258 AADT 26,258
Exhibit 5 388 Page 259 of 352

CITY OF BELL GARDENS
Client: AAE
Street: Eastern Avenue
Spt.Spd. Location: Florence Ave to Clara St Ref. # ?
Cumulative Date: 6/2/2015 Day: Tuesday
Speed Frequency Percent Percent Weather: Sunny
Hours: 10:00 AM To 10:50 AM1300.00% 0.00%
14 0 0.00% 0.00% Number of Lanes: 02 NB / 02 SB Ped activity: Med 15 0 0.00% 0.00% Posted Speed: 40
16 0 0.00% 0.00% Channelization: Median 2 way traffic
17 0 0.00% 0.00% Street Width: 75' Sidewalks: Yes
18 0 0.00% 0.00% Comm. /Resid.: Commercial Driveways: Yes 19 0 0.00% 0.00% Direction: Northbound Median: Yes
20 0 0.00% 0.00% DATA ANALYSIS:
21 0 0.00% 0.00% Mean Speed: 39
22 0 0.00% 0.00% Standard Deviation: 4
23 0 0.00% 0.00% Standard error of the mean: 0.39
24 0 0.00% 0.00% 50th Percentile: 39
25 1 0.95% 0.95% 85th Percentile: 43
26 0 0.00% 0.95% 97th Percentile: 45
27 0 0.00% 0.95% 10 Mile Pace: 34 to 43
28 0 0.00% 0.95% of Samples in 10 -Mile Pace: 81.90%
29 1 0.95% 1.90% Comments:
30 1 0.95% 2.86%
31 0 0.00% 2.86%
Cumulative Frequency Distribution
120%
32 33
4 4

3.81%

3.81%

6.67%
1 0.48%
34 7 6.67% 17.14%
35 7 6.67% 23.81% 1(P%
36 7 6.67% 30.48% c7
U.
37 38
39 40
41 7
8 8
10 12

6.67%

7.62%

7.62%

9.52%

11.43%

37.14%

44.76%

52.38%

61.90%

73.33%
E
8D%
42 43
44 10
10 4

9.52%

9.52%

3.81%

82.86%

92.38%

96.19%
0%
3 ^Ib ^l
titi ti ti 3^ 3k 'b\ o° 03 v
Spot Speed, mph
45 3 2.86% 99.05%
Frequency Distribution
18 46
47 48
49 50
0 1
0 0
0 0.00%

0.95%

0.00%

0.00%

0.00%

99.05%
100.00%
100.00%
100.00%
100.00%
16 14
2 51
52 0
0 0.00%

0.00%
100.00%
100.00%
d10
8 53 0 0.00% 100.00% LL 6
54 55
56 57
0 0
0 0

0.00%

0.00%

0.00%

0.00%
100.00%
100.00%
100.00%
100.00%
4 HIM2
0 3 ^1b ^O, titi tip' ti ^ 3k o° Nlb b o
Spot Speed, mph
TTotal: 105 100%
Exhibit 5 389 Page 260 of 352

CITY OF BELL GARDENS
Client: AAE
Street: Eastern Avenue
Spt.Spd. Location: Florence Ave to Clara St Ref. # ?
Cumulative Date: 6/2/2015 Day: Tuesday
Speed Frequency Percent Percent Weather: Sunny
Hours: 10:00 AM To 10:50 AM1300.00% 0.00%
14 0 0.00% 0.00% Number of Lanes: 02 NB / 02 SB Ped activity: Med 15 0 0.00% 0.00% Posted Speed: 40
16 0 0.00% 0.00% Channelization: Median 2 way traffic
17 0 0.00% 0.00% Street Width: 75' Sidewalks: Yes
18 0 0.00% 0.00% Comm. /Resid.: Commercial Driveways: Yes 19 0 0.00% 0.00% Direction: Southbound Median: Yes
20 0 0.00% 0.00% DATA ANALYSIS:
21 0 0.00% 0.00% Mean Speed: 37
22 0 0.00% 0.00% Standard Deviation: 4
23 0 0.00% 0.00% Standard error of the mean: 0.39
24 0 0.00% 0.00% 50th Percentile: 37
25 1 0.94% 0.94% 85th Percentile: 41
26 1 0.94% 1.89% 97th Percentile: 43
27 0 0.00% 1.89% 10 Mile Pace: 33 to 42
28 2 1.89% 3.77% of Samples in 10 -Mile Pace: 79.25%
29 1 0.94% 4.72% Comments:
30 2 1.89% 6.60%
31 4 3.77% 10.38%
Cumulative Frequency Distribution
32 5 4.72% 15.09%
33 7 6.60% 21.70% 120%
34 8 7.55% 29.25%
35 11 10.38% 39.62% 1(P%
36 10 9.43% 49.06% c7
37 8 7.55% 56.60%
38 10 9.43% 66.04%
U.
39 7 6.60% 72.64%
E401211.32% 83.96%
41 5 4.72% 88.68% 8D%
42 6 5.66% 94.34%
43 4 3.77% 98.11%
0%
10, ti ti 3^ 3k 'b\ o° rb v
44 2 1.89% 100.00% Spot Speed, mph
45 0 0.00% 100.00%
Frequency Distribution4600.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00% 18
49 0 0.00% 100.00%
16 14
25000.00% 100.00%
51 0 0.00% 100.00% d10
52 0 0.00% 100.00% 8
53 0 0.00% 100.00% LL 6
54 0 0.00% 100.00% 4
55 0 0.00% 100.00%
2 56 0 0.00% 100.00%
0 3 ^ro ^0
57 Ol 0.00% 100.00%
Spot Speed, mph
Total: 106 100%
Exhibit 5 390 Page 261 of 352

www.ctcounters.com
Eastern Ave
Btwn Clara St & Garfield Ave
Start 02- Jun -15 South Hour Totals North Hour Totals Combined Totals Time Tue Morninq Afternoon Morninq Afternoon Morninq Afternoon Morninq Afternoon Morninq Afternoon 12:00 25 136
4213 7271
27 110
Percent 30.9% 69.1% 36.7%
12:15 22 143
Grand
3457
36 146
7271 7670 15000
Total
12:30 24 115 20 135

30.9% 69.1% 36.7% 63.3%
12:45 17 154 88 548 19 168 102 559 190 1107
01:00 19 128 23 166
01:15 22 136 17 153
01:30 13 150 9 177
01:45 16 149 70 563 21 158 70 654 140 1217
02:00 16 134 19 172
02:15 18 195 10 178
02:30 9 203 13 187
02:45 15 205 58 737 13 164 55 701 113 1438
03:00 15 196 14 168
03:15 11 171 8 183
03:30 14 172 9 150
03:45 20 201 60 740 14 165 45 666 105 1406
04:00 18 264 16 182
04:15 24 221 15 174
04:30 26 274 17 175
04:45 32 305 100 1064 28 198 76 729 176 1793
05:00 40 233 31 197
05:15 42 224 33 206
05:30 47 212 45 210
05:45 72 231 201 900 58 167 167 780 368 1680
06:00 58 232 71 196
06:15 61 204 70 166
06:30 91 227 101 165
06:45 112 206 322 869 124 149 366 676 688 1545
07:00 109 209 159 152
07:15 128 214 181 186
07:30 168 207 195 163
07:45 139 193 544 823 251 154 786 655 1330 1478
08:00 182 152 248 169
08:15 149 144 204 183
08:30 128 146 196 135
08:45 132 98 591 540 185 156 833 643 1424 1183
09:00 114 124 193 175
09:15 84 97 177 148
09:30 108 108 139 129
09:45 111 129 417 458 130 120 639 572 1056 1030
10:00 111 73 119 129
10:15 117 88 138 98
10:30 135 77 122 105
10:45 132 53 495 291 131 90 510 422 1005 713
11:00 129 58 141 62
11:15 125 42 139 66
11:30 140 48 145 44
11:45 117 48 511 196 139 42 564 214 1075 410
Total 3457 7729 4213 7271 7670 15000
Percent 30.9% 69.1% 36.7% 63.3% 33.8% 66.2%
Grand
3457 7729 4213 7271 7670 15000
Total
Percent 30.9% 69.1% 36.7% 63.3% 33.8% 66.2%
ADT ADT 22,670 AADT 22,670
Exhibit 5 391 Page 262 of 352

CITY OF BELL GARDENS
Client: AAE
Street: Eastern Avenue
Spt.Spd. Location: Clara St to Garfield Ave Ref. # ?
Cumulative Date: 6/2/2015 Day: Tuesday
Speed Frequency Percent Percent Weather: Sunny
Hours: 10:50 AM To 11:35 AM1300.00% 0.00%
14 0 0.00% 0.00% Number of Lanes: 02 NB / 02 SB Ped activity: Med 15 0 0.00% 0.00% Posted Speed: 40
16 0 0.00% 0.00% Channelization: Median 2 way traffic
17 0 0.00% 0.00% Street Width: 75' Sidewalks: Yes
18 0 0.00% 0.00% Comm. /Resid.: Commercial Driveways: Yes 19 0 0.00% 0.00% Direction: Northbound Median: Yes
20 0 0.00% 0.00% DATA ANALYSIS:
21 0 0.00% 0.00% Mean Speed: 35
22 0 0.00% 0.00% Standard Deviation: 4
23 0 0.00% 0.00% Standard error of the mean: 0.38
24 0 0.00% 0.00% 50th Percentile: 35
25 0 0.00% 0.00% 85th Percentile: 40
26 3 2.70% 2.70% 97th Percentile: 44
27 2 1.80% 4.50% 10 Mile Pace: 31 to 40
28 4 3.60% 8.11% of Samples in 10 -Mile Pace: 77.48%
29 2 1.80% 9.91% Comments:
30 5 4.50% 14.41%
31 5 4.50% 1 8.92%
Cumulative Frequency Distribution
32 7 6.31% 2523%
33 7 6.31% 31.53% 120%
34 12 1 0.81% 42.34%
35 15 13.51% 55.86% 1(P%
36 10 9.01% 64.86% c7
37 8 7.21% 72.07%
38 7 6.31% 78.38%
U.
39 5 4.50% 82.88%
E40109.01% 91.89%
41 3 2.70% 94.59% 8D%
42 1 0.90% 95.50%
43 1 0.90% 96.40%
0%
3 ^b ^l
titi 1P 1 1 3^ 3k 3A o° 03 hti <P
44 2 1.80% 98.20% Spot Speed, mph
45 1 0.90% 99.10%
Frequency Distribution4610.90% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00% 18
49 0 0.00% 100.00%
16 14
25000.00% 100.00%
51 0 0.00% 100.00% d10
52 0 0.00% 100.00% 8
53 0 0.00% 100.00% LL 6
54 0 0.00% 100.00% 4
55 0 0.00% 100.00%
2 56 0 0.00% 100.00%
0 3 ^
57 0 0.00% 100.00%
Spot Speed, mph
Total: 111 100%
Exhibit 5 392 Page 263 of 352

CITY OF BELL GARDENS
Client: AAE
Street: Eastern Avenue
Spt.Spd. Location: Clara St to Garfield Ave Ref. # ?
Cumulative Date: 6/2/2015 Day: Tuesday
Speed Frequency Percent Percent Weather: Sunny
Hours: 10:50 AM To 11:35 AM1300.00% 0.00%
14 0 0.00% 0.00% Number of Lanes: 02 NB / 02 SB Ped activity: Med 15 0 0.00% 0.00% Posted Speed: 40
16 0 0.00% 0.00% Channelization: Median 2 way traffic
17 0 0.00% 0.00% Street Width: 75' Sidewalks: Yes
18 0 0.00% 0.00% Comm. /Resid.: Commercial Driveways: Yes 19 0 0.00% 0.00% Direction: Southbound Median: Yes
20 0 0.00% 0.00% DATA ANALYSIS:
21 0 0.00% 0.00% Mean Speed: 35
22 0 0.00% 0.00% Standard Deviation: 5
23 0 0.00% 0.00% Standard error of the mean: 0.47
24 0 0.00% 0.00% 50th Percentile: 35
25 1 0.89% 0.89% 85th Percentile: 41
26 2 1.79% 2.68% 97th Percentile: 44
27 0 0.00% 2.68% 10 Mile Pace: 30 to 39
28 9 8.04% 10.71% of Samples in 10 -Mile Pace: 63.39%
29 4 3.57% 14.29% Comments:
30 8 7.14% 21.43%
31 9 8.04% 29.46%
Cumulative Frequency Distribution
32 6 5.36% 34.82%
33 5 4.46% 39.29% 120%
34 9 8.04% 47.32%
35 7 6.25% 53.57% 1(P%
36 6 5.36% 58.93% c7
37 6 5.36% 64.29%
38 6 5.36% 69.64%
U.
39 9 8.04% 77.68%
E4076.25% 83.93%
41 6 5.36% 89.29% 8D%
42 4 3.57% 92.86%
43 3 2.68% 95.54%
0%
3 ^b ^l:lj titi ti ti 3^ 3k 3A o° <P
44 3 2.68% 98.21% Spot Speed, mph
45 0 0.00% 98.21%
Frequency Distribution4600.00% 98.21%
47 0 0.00% 98.21%
48 1 0.89% 99.11% 18
49 1 0.89% 100.00%
16 14
25000.00% 100.00%
51 0 0.00% 100.00% d10
52 0 0.00% 100.00% 8
53 0 0.00% 100.00% LL 6
54 0 0.00% 100.00% 4
55 0 0.00% 100.00%
2 56 0 0.00% 100.00%
0 3 ^1b ^O, 11' j^
AjD` nj D° Nib DrO b <j
57 0 0.00% 100.00%
Spot Speed, mph
Total: 112 100%
Exhibit 5 393 Page 264 of 352

www.ctcounters.com
Florence Ave
Btwn West City Limits & Jaboneria Rd
Start 10- Jun -15 West Hour Totals East Hour Totals Combined Totals Time Wed Morninq Afternoon Morninq Afternoon Morninq Afternoon Morninq Afternoon Morninq Afternoon 12:00 32 70
5932 11301
52 226
Percent 38.5% 61.5% 34.4%
12:15 34 83
Grand
2140
52 218
11301 8072 14719
Total
12:30 26 85 46 243

38.5% 61.5% 34.4% 65.6%
12:45 24 82 116 320 46 254 196 941 312 1261
01:00 28 84 43 248
01:15 22 76 33 271
01:30 24 85 34 263
01:45 20 80 94 325 27 262 137 1044 231 1369
02:00 20 72 17 264
02:15 20 83 32 308
02:30 18 84 20 316
02:45 17 92 75 331 22 313 91 1201 166 1532
03:00 14 98 27 294
03:15 19 109 27 334
03:30 25 80 36 272
03:45 27 97 85 384 50 298 140 1198 225 1582
04:00 21 83 39 286
04:15 28 98 40 344
04:30 46 77 54 276
04:45 44 86 139 344 64 303 197 1209 336 1553
05:00 44 86 74 338
05:15 52 82 94 354
05:30 44 84 98 340
05:45 52 96 192 348 150 342 416 1374 608 1722
06:00 56 90 127 307
06:15 50 84 132 326
06:30 45 78 128 274
06:45 50 78 201 330 170 310 557 1217 758 1547
07:00 48 70 173 302
07:15 54 68 202 243
07:30 56 66 203 231
07:45 58 64 216 268 269 233 847 1009 1063 1277
08:00 59 58 282 196
08:15 52 54 201 188
08:30 53 57 207 172
08:45 56 47 220 216 192 170 882 726 1102 942
09:00 64 55 175 170
09:15 57 61 204 170
09:30 63 56 186 153
09:45 74 57 258 229 169 138 734 631 992 860
10:00 64 40 216 124
10:15 62 56 216 128
10:30 69 41 188 122
10:45 64 32 259 169 222 106 842 480 1101 649
11:00 68 44 231 65
11:15 72 42 184 84
11:30 68 32 242 68
11:45 77 36 285 154 236 54 893 271 1178 425
Total 2140 3418 5932 11301 8072 14719
Percent 38.5% 61.5% 34.4% 65.6% 35.4% 64.6%
Grand
2140 3418 5932 11301 8072 14719
Total
Percent 38.5% 61.5% 34.4% 65.6% 35.4% 64.6%
ADT ADT 22,791 AADT 22,791
Exhibit 5 394 Page 265 of 352

CITY OF BELL GARDENS
Client: AAE
Street: Florence Avenue
Spt.Spd. Location: West City Limits to Jaboneria Rd Ref. # ? Cumulative Date: 5/28/2015 Day: Thursday
Speed Frequency Percent Percent Weather: Partly Sunny
Hours: 12:50 PM To 1:35 PM1300.00% 0.00%
14 0 0.00% 0.00% Number of Lanes: 02 WB / 02 BB Ped activity: Med 15 0 0.00% 0.00% Posted Speed: 40
16 0 0.00% 0.00% Channelization: Skip Dash 2 way traffic 17 0 0.00% 0.00% Street Width: 75' Sidewalks: Yes
18 0 0.00% 0.00% Comm. /Resid.: Commercial Driveways: Yes 19 0 0.00% 0.00% Direction: Eastbound Median: No
20 0 0.00% 0.00% DATA ANALYSIS:
21 0 0.00% 0.00% Mean Speed: 37
22 0 0.00% 0.00% Standard Deviation: 5
23 0 0.00% 0.00% Standard error of the mean: 0.49
24 0 0.00% 0.00% 50th Percentile: 38
25 0 0.00% 0.00% 85th Percentile: 42
26 1 0.94% 0.94% 97th Percentile: 47
27 2 1.89% 2.83% 10 Mile Pace: 32 to 41
28 2 1.89% 4.72% of Samples in 10 -Mile Pace: 64.15%
29 7 6.60% 11.32% Comments:
30 6 5.66% 1 6.98%
31 3 2.83% 19.81%
Cumulative Frequency Distribution
32 5 4.72% 24.53%
33 3 2.83% 27.36% 120%
34 5 4.72% 32.08%
35 9 8.49% 40.57% 1(P%
36 3 2.83% 43.40% c7
37 5 4.72% 48.11%
38 9 8.49% 56.60%
U.
39 15 14.15% 70.75%
E4087.55% 78.30%
41 6 5.66% 83.96% 8D%
42 3 2.83% 86.79%
43 4 3.77% 90.57%
0%
10, ti ti 3^ 3k 'b\ o° rb v hti <P
44 3 2.83% 93.40% Spot Speed, mph
45 2 1.89% 95.28%
Frequency Distribution4610.94% 96.23%
47 1 0.94% 97.17%
48 1 0.94% 98.11% 18
49 1 0.94% 99.06%
16 14
25010.94% 100.00%
51 0 0.00% 100.00% d10
52 0 0.00% 100.00% 8
53 0 0.00% 100.00% LL 6
54 0 0.00% 100.00% 4
55 0 0.00% 100.00%
2 56 0 0.00% 100.00%
0 3 ^1b ^O, rl' j^
AjD` nj D° Nlb Db b <j 1 jp
57 0 0.00% 100.00%
Spot Speed, mph
Total: 106 100%
Exhibit 5 395 Page 266 of 352

CITY OF BELL GARDENS
Client: AAE
Street: Florence Avenue
Spt.Spd. Location: West City Limits to Jaboneria Rd Ref. # ? Cumulative Date: 5/28/2015 Day: Thursday
Speed Frequency Percent Percent Weather: Partly Sunny
Hours: 12:50 PM To 1:35 PM1300.00% 0.00%
14 0 0.00% 0.00% Number of Lanes: 02 WB / 02 BB Ped activity: Med 15 0 0.00% 0.00% Posted Speed: 40
16 0 0.00% 0.00% Channelization: Skip Dash 2 way traffic 17 0 0.00% 0.00% Street Width: 75' Sidewalks: Yes
18 0 0.00% 0.00% Comm. /Resid.: Commercial Driveways: Yes 19 0 0.00% 0.00% Direction: Westbound Median: No
20 0 0.00% 0.00% DATA ANALYSIS:
21 0 0.00% 0.00% Mean Speed: 37
22 0 0.00% 0.00% Standard Deviation: 5
23 0 0.00% 0.00% Standard error of the mean: 0.48
24 0 0.00% 0.00% 50th Percentile: 37
25 0 0.00% 0.00% 85th Percentile: 42
26 3 2.73% 2.73% 97th Percentile: 48
27 1 0.91% 3.64% 10 Mile Pace: 32 to 41
28 0 0.00% 3.64% of Samples in 10 -Mile Pace: 70.00%
29 6 5.45% 9.09% Comments:
30 3 2.73% 11.82%
31 3 2.73% 14.55%
Cumulative Frequency Distribution
32 3 2.73% 1727%
33 6 5.45% 22.73% 120%
34 6 5.45% 28.18%
35 4 3.64% 31.82% 1(P%
36 10 9.09% 40.91% c7
37 10 9.09% 50.00%
38 10 9.09% 59.09%
U.
39 10 9.09% 68.18%
E401311.82% 80.00%
41 5 4.55% 84.55% 8D%
42 2 1.82% 86.36%
43 2 1.82% 88.18%
0%
3 ^b ^l:lj titi 1P ti 3'` 174, 3A 0° 0 0 0 hti <P
44 3 2.73% 90.91% Spot Speed, mph
45 1 0.91% 91.82%
Frequency Distribution4632.73% 94.55%
47 1 0.91% 95.45%
48 3 2.73% 98.18% 18
49 2 1.82% 100.00%
16 14
25000.00% 100.00% 1
51 0 0.00% 100.00% d10
52 0 0.00% 100.00% 8
53 0 0.00% 100.00% LL 6
54 0 0.00% 100.00% 4
55 0 0.00% 100.00%
2 56 0 0.00% 100.00%
0 3 ^ro ^0
57 0 0.00% 100.00%
Spot Speed, mph
Total: 110 100%
Exhibit 5 396 Page 267 of 352

www.ctcounters.com
Emil Ave
Btwn Florence Ave & Scout Ave
Start 02- Jun -15 North Hour Totals South Hour Totals Combined Totals Time Tue Morninq Afternoon Morninq Afternoon Morninq Afternoon Morninq Afternoon Morninq Afternoon 12:00 0 32
902 1133
1 48
Percent 31.2% 68.8% 44.3%
12:15 3 17
Grand
284
5 35
1133 1186 1760
Total
12:30 1 14 5 36

31.2% 68.8% 44.3% 55.7%
12:45 0 11 4 74 2 32 13 151 17 225
01:00 0 14 2 42
01:15 0 16 3 40
01:30 0 14 1 34
01:45 0 14 0 58 0 45 6 161 6 219
02:00 1 9 1 40
02:15 1 15 1 38
02:30 1 20 2 38
02:45 0 16 3 60 0 36 4 152 7 212
03:00 2 12 2 42
03:15 0 21 1 44
03:30 0 21 1 27
03:45 3 11 5 65 3 18 7 131 12 196
04:00 0 10 0 18
04:15 5 14 2 20
04:30 4 13 4 21
04:45 2 11 11 48 3 13 9 72 20 120
05:00 1 11 8 14
05:15 2 18 6 24
05:30 1 21 12 32
05:45 3 15 7 65 18 20 44 90 51 155
06:00 4 21 8 24
06:15 4 16 16 24
06:30 2 21 17 24
06:45 3 15 13 73 40 13 81 85 94 158
07:00 9 9 34 10
07:15 10 8 55 14
07:30 10 20 62 32
07:45 17 12 46 49 72 17 223 73 269 122
08:00 8 18 64 29
08:15 14 10 50 12
08:30 13 7 38 11
08:45 9 8 44 43 35 10 187 62 231 105
09:00 5 20 26 37
09:15 8 22 25 40
09:30 14 18 24 28
09:45 17 11 44 71 19 20 94 125 138 196
10:00 14 3 21 7
10:15 12 2 30 2
10:30 5 3 20 3
10:45 8 1 39 9 32 2 103 14 142 23
11:00 13 2 29 3
11:15 15 5 26 6
11:30 24 2 46 4
11:45 16 3 68 12 30 4 131 17 199 29
Total 284 627 902 1133 1186 1760
Percent 31.2% 68.8% 44.3% 55.7% 40.3% 59.7%
Grand
284 627 902 1133 1186 1760
Total
Percent 31.2% 68.8% 44.3% 55.7% 40.3% 59.7%
ADT ADT 2,946 AADT 2,946
Exhibit 5 397 Page 268 of 352

CITY OF BELL GARDENS
Client: AAE
Street: Emil Avenue
Spt.Spd. Location: Florence Ave to Scout Ave Ref. # ?
Cumulative Date: 5/27/2015 Day: Wednesday
Speed Frequency Percent Percent Weather: Partly Sunny
Hours: 2:00 PM To 3:00 PM1300.00% 0.00%
14 0 0.00% 0.00% Number of Lanes: 01 NB/01 SB Pea activity: Low 15 0 0.00% 0.00% Posted Speed: 25
16 0 0.00% 0.00% Channelization: Skip Dash 2 way traffic 17 0 0.00% 0.00% Street Width: 40' Sidewalks: Yes
18 0 0.00% 0.00% Comm. /Resid.: Comm /Res Driveways: Yes 19 0 0.00% 0.00% Direction: Northbound Median: No
20 3 2.70% 2.70% DATA ANALYSIS:
21 2 1.80% 4.50% Mean Speed: 27
22 7 6.31% 10.81% Standard Deviation: 3
23 8 7.21% 18.02% Standard error of the mean: 0.28
24 12 10.81% 28.83% 50th Percentile: 26
25 14 12.61% 41.44% 85th Percentile: 31
26 11 9.91% 51.35% 97th Percentile: 33
27 9 8.11% 59.46% 10 Mile Pace: 22 to 31
28 10 9.01% 68.47% of Samples in 10 -Mile Pace: 85.59%
29 10 9.01% 77.48% Comments:
30 7 6.31% 83.78%
31 7 6.31% 90.09%
Cumulative Frequency Distribution
32 5 4.50% 94.59%
33 3 2.70% 97.30% 120%
34 1 0.90% 98.20%
35 1 0.90% 99.10% 1(P%
36 1 0.90% 100.00% c47
37 0 0.00% 100.00%
38 0 0.00% 100.00%
U.
39 0 0.00% 100.00%
E4000.00% 100.00%
41 0 0.00% 100.00% 8D%
42 0 0.00% 100.00%
43 0 0.00% 100.00%
0%
3 ^b ^l:lj titi ti ti 3^ 3k 3A o° <P
44 0 0.00% 100.00% Spot Speed, mph
45 0 0.00% 100.00%
Frequency Distribution4600.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00% 18
49 0 0.00% 100.00%
16 14
25000.00% 100.00%
51 0 0.00% 100.00% d10
52 0 0.00% 100.00% 8
53 0 0.00% 100.00% LL 6
54 0 0.00% 100.00% 4
55 0 0.00% 100.00%
2 56 0 0.00% 100.00%
0 57 0 0.00% 100.00%
Spot Speed, mph
Total: 111 100%
Exhibit 5 398 Page 269 of 352

CITY OF BELL GARDENS
Client: AAE
Street: Emil Avenue
Spt.Spd. Location: Florence Ave to Scout Ave Ref. # ?
Cumulative Date: 5/27/2015 Day: Wednesday
Speed Frequency Percent Percent Weather: Partly Sunny
Hours: 2:00 PM To 3:00 PM1300.00% 0.00%
14 0 0.00% 0.00% Number of Lanes: 01 NB/01 SB Pea activity: Low 15 0 0.00% 0.00% Posted Speed: 25
16 0 0.00% 0.00% Channelization: Skip Dash 2 way traffic 17 0 0.00% 0.00% Street Width: 40' Sidewalks: Yes
18 0 0.00% 0.00% Comm. /Resid.: Comm /Res Driveways: Yes 19 0 0.00% 0.00% Direction: Southbound Median: No
20 0 0.00% 0.00% DATA ANALYSIS:
21 0 0.00% 0.00% Mean Speed: 28
22 4 3.70% 3.70% Standard Deviation: 4
23 10 9.26% 12.96% Standard error of the mean: 0.38
24 10 9.26% 22.22% 50th Percentile: 27
25 11 10.19% 32.41% 85th Percentile: 31
26 13 12.04% 44.44% 97th Percentile: 35
27 14 12.96% 57.41% 10 Mile Pace: 23 to 32
28 9 8.33% 65.74% of Samples in 10 -Mile Pace: 86.11%
29 7 6.48% 72.22% Comments:
30 6 5.56% 77.78%
31 8 7.41% 85.19%
Cumulative Frequency Distribution
32 5 4.63% 89.81%
33 3 2.78% 92.59% 120%
34 2 1.85% 94.44%
35 3 2.78% 97.22% 1(P%
36 1 0.93% 98.15% c7
37 0 0.00% 98.15%
38 1 0.93% 99.07%
U.
39 1 0.93% 100.00%
E4000.00% 100.00%
41 0 0.00% 100.00% 8D%
42 0 0.00% 100.00%
43 0 0.00% 100.00%
0%
3 ^b ^l:lj titi ti ti 3^ 3k 3A o° <P
44 0 0.00% 100.00% Spot Speed, mph
45 0 0.00% 100.00%
Frequency Distribution4600.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00% 18
49 0 0.00% 100.00%
16 14
25000.00% 100.00%
51 0 0.00% 100.00% d10
52 0 0.00% 100.00% 8
53 0 0.00% 100.00% LL 6
54 0 0.00% 100.00% 4
55 0 0.00% 100.00%
2 56 0 0.00% 100.00%
0 titi tip' ti
57 0 0.00% 100.00%
Spot Speed, mph
TTotal: 108 100%
Exhibit 5 399 Page 270 of 352

www.ctcounters.com
Florence Ave
Btwn Jaboneria Rd & Garfield Ave
Start 02- Jun -15 East Hour Totals West Hour Totals Combined Totals Time Tue Morninq Afternoon Morninq Afternoon Morninq Afternoon Morninq Afternoon Morninq Afternoon 12:00 36 166
5663 8429
46 198
Percent 34.0% 66.0% 40.2%
12:15 32 188
Grand
4798
32 189
8429 10461 17742
Total
12:30 22 176 34 192

34.0% 66.0% 40.2% 59.8%
12:45 22 184 112 714 27 178 139 757 251 1471
01:00 20 208 23 200
01:15 16 186 22 168
01:30 17 228 27 168
01:45 11 204 64 826 13 186 85 722 149 1548
02:00 17 234 14 187
02:15 14 272 20 196
02:30 18 291 20 220
02:45 13 266 62 1063 13 205 67 808 129 1871
03:00 11 286 4 198
03:15 15 253 14 270
03:30 21 265 24 212
03:45 28 244 75 1048 36 237 78 917 153 1965
04:00 24 249 18 192
04:15 40 274 39 212
04:30 29 250 40 218
04:45 47 306 140 1079 50 242 147 864 287 1943
05:00 50 210 47 216
05:15 60 282 74 238
05:30 86 258 90 202
05:45 95 276 291 1026 102 244 313 900 604 1926
06:00 70 294 120 200
06:15 110 288 184 221
06:30 102 241 156 192
06:45 136 240 418 1063 240 164 700 777 1118 1840
07:00 152 281 234 198
07:15 174 220 276 160
07:30 206 219 260 204
07:45 257 176 789 896 277 163 1047 725 1836 1621
08:00 299 175 266 193
08:15 214 148 268 148
08:30 194 160 208 158
08:45 157 140 864 623 237 174 979 673 1843 1296
09:00 154 142 186 168
09:15 146 118 159 202
09:30 166 101 182 142
09:45 162 92 628 453 174 134 701 646 1329 1099
10:00 150 87 191 100
10:15 150 87 156 124
10:30 192 88 190 69
10:45 166 67 658 329 152 102 689 395 1347 724
11:00 166 60 188 76
11:15 158 43 140 64
11:30 207 50 216 64
11:45 166 40 697 193 174 41 718 245 1415 438
Total 4798 9313 5663 8429 10461 17742
Percent 34.0% 66.0% 40.2% 59.8% 37.1% 62.9%
Grand
4798 9313 5663 8429 10461 17742
Total
Percent 34.0% 66.0% 40.2% 59.8% 37.1% 62.9%
ADT ADT 28,203 AADT 28,203
Exhibit 5 400 Page 271 of 352

CITY OF BELL GARDENS
Client: AAE
Street: Florence Avenue
Spt.Spd. Location: Jaboneria Rd to Garfield Ave Ref. # ? Cumulative Date: 5/28/2015 Day: Thursday
Speed Frequency Percent Percent Weather: Cloudy
Hours: 9:30 AM To 10:25 AM1300.00% 0.00%
14 0 0.00% 0.00% Number of Lanes: 02 WB / 02 BB Pea activity: MBD 15 0 0.00% 0.00% Posted Speed: 40
16 0 0.00% 0.00% Channelization: Skip Dash 2 way traffic 17 0 0.00% 0.00% Street Width: 75' Sidewalks: Yes
18 0 0.00% 0.00% Comm. /Resid.: Commercial Driveways: Yes 19 0 0.00% 0.00% Direction: Eastbound Median: No
20 0 0.00% 0.00% DATA ANALYSIS:
21 0 0.00% 0.00% Mean Speed: 37
22 0 0.00% 0.00% Standard Deviation: 6
23 0 0.00% 0.00% Standard error of the mean: 0.54
24 0 0.00% 0.00% 50th Percentile: 37
25 0 0.00% 0.00% 85th Percentile: 42
26 2 1.64% 1.64% 97th Percentile: 48
27 4 3.28% 4.92% 10 Mile Pace: 32 to 41
28 2 1.64% 6.56% of Samples in 10 -Mile Pace: 63.11%
29 6 4.92% 11.48% Comments:
30 6 4.92% 16.39%
31 4 3.28% 19.67%
Cumulative Frequency Distribution
32 8 6.56% 2623%
33 4 3.28% 29.51% 120%
34 6 4.92% 34.43%
35 9 7.38% 41.80% 1(P%
36 5 4.10% 45.90% c7
37 7 5.74% 51.64%
38 10 8.20% 59.84%
U.
39 8 6.56% 66.39%
E40119.02% 75.41%
41 9 7.38% 82.79% 8D%
42 3 2.46% 85.25%
43 4 3.28% 88.52%
0%
3 ^b ^l:lj titi 1P ti 3'` 174, 3A 0° 0 0 0 hti <P
44 3 2.46% 90.98% Spot Speed, mph
45 5 4.10% 95.08%
Frequency Distribution4610.82% 95.90%
47 1 0.82% 96.72%
48 1 0.82% 97.54% 18
49 0 0.00% 97.54%
16 14
25000.00% 97.54%
51 1 0.82% 98.36% d10
52 1 0.82% 99.18% 8
53 0 0.00% 99.18% ii 6
54 0 0.00% 99.18% 4
55 1 0.82% 100.00%
2 56 0 0.00% 100.00%
0 3 ^1b ^O, titi tip' ti ^ 3k o° Nlb 0 o hti 1 p
571 01 0.00%1 100.00%
Spot Speed, mph
TTotal: 122 100%
Exhibit 5 401 Page 272 of 352

CITY OF BELL GARDENS
Client: AAE
Street: Florence Avenue
Spt.Spd. Location: Jaboneria Rd to Garfield Ave Ref. # ? Cumulative Date: 5/28/2015 Day: Thursday
Speed Frequency Percent Percent Weather: Cloudy
Hours: 9:30 AM To 10:25 AM1300.00% 0.00%
14 0 0.00% 0.00% Number of Lanes: 02 WB / 02 BB Pea activity: MBD 15 0 0.00% 0.00% Posted Speed: 40
16 0 0.00% 0.00% Channelization: Skip Dash 2 way traffic 17 0 0.00% 0.00% Street Width: 75' Sidewalks: Yes
18 0 0.00% 0.00% Comm. /Resid.: Commercial Driveways: Yes 19 0 0.00% 0.00% Direction: Westbound Median: No
20 0 0.00% 0.00% DATA ANALYSIS:
21 1 0.88% 0.88% Mean Speed: 36
22 1 0.88% 1.77% Standard Deviation: 6
23 0 0.00% 1.77% Standard error of the mean: 0.56
24 0 0.00% 1.77% 50th Percentile: 37
25 1 0.88% 2.65% 85th Percentile: 42
26 3 2.65% 5.31% 97th Percentile: 46
27 4 3.54% 8.85% 10 Mile Pace: 30 to 39
28 3 2.65% 11.50% of Samples in 10 -Mile Pace: 62.83%
29 4 3.54% 15.04% Comments:
30 9 7.96% 23.01%
31 6 5.31% 28.32%
Cumulative Frequency Distribution
32 4 3.54% 31.86%
33 5 4.42% 36.28% 120%
34 4 3.54% 39.82%
35 5 4.42% 44.25% 1(P%
36 6 5.31% 49.56% c7
37 15 13.27% 62.83%
38 9 7.96% 70.80%
U.
39 8 7.08% 77.88%
E4054.42% 82.30%
41 1 0.88% 83.19% 8D%
42 7 6.19% 89.38%
43 2 1.77% 91.15%
0%
3 ^b ^l:lj titi ti ti 3^ 3k 3A o°
44 5 4.42% 95.58% Spot Speed, mph
45 1 0.88% 96.46%
Frequency Distribution4610.88% 97.35%
47 2 1.77% 99.12%
48 1 0.88% 100.00% 18
49 0 0.00% 100.00%
16 14
25000.00% 100.00%
51 0 0.00% 100.00% d10
52 0 0.00% 100.00% 8
53 0 0.00% 100.00% LL 6
54 0 0.00% 100.00% 4
55 0 0.00% 100.00%
2 56 0 0.00% 100.00%
0 01 titi tip' ti ^ 3k ItA o°
57 0 0.00% 100.00%
Spot Speed, mph
Total: 113 100%
Exhibit 5 402 Page 273 of 352

www.ctcounters.com
Florence Ave
Btwn Garfield Ave & East City Limits
Start 02- Jun -15 East Hour Totals West Hour Totals Combined Totals Time Tue Morninq Afternoon Morninq Afternoon Morninq Afternoon Morninq Afternoon Morninq Afternoon 12:00 20 86
8125 11617
60 238
Percent 33.3% 66.7% 41.2%
12:15 16 94
Grand
2059
48 229
11617 10184 15732
Total
12:30 16 96 36 256

33.3% 66.7% 41.2% 58.8%
12:45 12 84 64 360 37 262 181 985 245 1345
01:00 16 79 29 247
01:15 17 94 29 221
01:30 12 92 34 227
01:45 10 92 55 357 16 260 108 955 163 1312
02:00 9 102 19 252
02:15 10 104 24 270
02:30 14 107 14 234
02:45 7 122 40 435 20 282 77 1038 117 1473
03:00 11 134 9 364
03:15 12 123 20 340
03:30 15 132 22 347
03:45 18 130 56 519 34 322 85 1373 141 1892
04:00 16 134 30 300
04:15 26 150 28 312
04:30 24 141 35 330
04:45 22 129 88 554 44 326 137 1268 225 1822
05:00 24 129 70 308
05:15 31 126 70 330
05:30 28 128 96 335
05:45 36 114 119 497 144 333 380 1306 499 1803
06:00 28 114 140 337
06:15 32 98 204 280
06:30 47 100 247 291
06:45 40 84 147 396 348 236 939 1144 1086 1540
07:00 51 88 374 288
07:15 61 82 460 261
07:30 62 66 505 267
07:45 70 70 244 306 488 232 1827 1048 2071 1354
08:00 70 61 490 238
08:15 65 60 384 223
08:30 70 56 372 206
08:45 56 58 261 235 325 233 1571 900 1832 1135
09:00 60 56 279 221
09:15 56 47 246 204
09:30 76 50 238 188
09:45 80 40 272 193 254 156 1017 769 1289 962
10:00 74 36 238 143
10:15 91 36 217 154
10:30 90 44 247 120
10:45 96 27 351 143 203 100 905 517 1256 660
11:00 83 30 226 96
11:15 97 30 208 82
11:30 96 29 256 78
11:45 86 31 362 120 208 58 898 314 1260 434
Total 2059 4115 8125 11617 10184 15732
Percent 33.3% 66.7% 41.2% 58.8% 39.3% 60.7%
Grand
2059 4115 8125 11617 10184 15732
Total
Percent 33.3% 66.7% 41.2% 58.8% 39.3% 60.7%
ADT ADT 25,916 AADT 25,916
Exhibit 5 403 Page 274 of 352

CITY OF BELL GARDENS
Client: AAE
Street: Florence Avenue
Spt.Spd. Location: Garfield Ave to East City Limits Ref. # ? Cumulative Date: 5/28/2015 Day: Thursday
Speed Frequency Percent Percent Weather: Cloudy
Hours: 10:25 AM To 11:10 AM1300.00% 0.00%
14 0 0.00% 0.00% Number of Lanes: 02 WB / 02 BB Pea activity: MBD 15 0 0.00% 0.00% Posted Speed: 40
16 0 0.00% 0.00% Channelization: Skip Dash 2 way traffic 17 0 0.00% 0.00% Street Width: 75' Sidewalks: Yes
18 0 0.00% 0.00% Comm. /Resid.: Commercial Driveways: Yes 19 0 0.00% 0.00% Direction: Eastbound Median: No
20 0 0.00% 0.00% DATA ANALYSIS:
21 0 0.00% 0.00% Mean Speed: 36
22 0 0.00% 0.00% Standard Deviation: 5
23 0 0.00% 0.00% Standard error of the mean: 0.46
24 2 1.72% 1.72% 50th Percentile: 37
25 1 0.86% 2.59% 85th Percentile: 41
26 3 2.59% 5.17% 97th Percentile: 45
27 5 4.31% 9.48% 10 Mile Pace: 33 to 42
28 3 2.59% 12.07% of Samples in 10 -Mile Pace: 63.79%
29 5 4.31% 16.38% Comments:
30 3 2.59% 1 8.97%
31 4 3.45% 22.41%
Cumulative Frequency Distribution
32 3 2.59% 25.00%
33 7 6.03% 31.03% 120%
34 7 6.03% 37.07%
35 6 5.17% 42.24% 1(P%
36 8 6.90% 49.14% c7
37 13 11.21% 60.34%
38 9 7.76% 68.10%
U.
39 8 6.90% 75.00%
E4086.90% 81.90%
41 4 3.45% 85.34% 8D%
42 4 3.45% 88.79%
43 4 3.45% 92.24%
0%
3 ^Ib ^l:lj titi ti ti 3^ 3k 'b\ o° 03 v hti <P
44 3 2.59% 94.83% Spot Speed, mph
45 3 2.59% 97.41%
Frequency Distribution4610.86% 98.28%
47 1 0.86% 99.14%
48 1 0.86% 100.00% 18
49 0 0.00% 100.00%
16 14
25000.00% 100.00%
51 0 0.00% 100.00% d10
52 0 0.00% 100.00% 8
53 0 0.00% 100.00% LL 6
54 0 0.00% 100.00% 4
55 0 0.00% 100.00%
2 56 0 0.00% 100.00%
0 3 ^ro ^0
571 01 0.00%j 100.00%
Spot Speed, mph
TTotal: 116 100%
Exhibit 5 404 Page 275 of 352

CITY OF BELL GARDENS
Client: AAE
Street: Florence Avenue
Spt.Spd. Location: Garfield Ave to East City Limits Ref. # ? Cumulative Date: 5/28/2015 Day: Thursday
Speed Frequency Percent Percent Weather: Cloudy
Hours: 10:25 AM To 11:10 AM1300.00% 0.00%
14 0 0.00% 0.00% Number of Lanes: 02 WB / 02 BB Pea activity: MBD 15 0 0.00% 0.00% Posted Speed: 40
16 0 0.00% 0.00% Channelization: Skip Dash 2 way traffic 17 0 0.00% 0.00% Street Width: 75' Sidewalks: Yes
18 0 0.00% 0.00% Comm. /Resid.: Commercial Driveways: Yes 19 0 0.00% 0.00% Direction: Westbound Median: No
20 0 0.00% 0.00% DATA ANALYSIS:
21 0 0.00% 0.00% Mean Speed: 36
22 0 0.00% 0.00% Standard Deviation: 5
23 0 0.00% 0.00% Standard error of the mean: 0.48
24 1 0.93% 0.93% 50th Percentile: 36
25 1 0.93% 1.85% 85th Percentile: 40
26 1 0.93% 2.78% 97th Percentile: 47
27 4 3.70% 6.48% 10 Mile Pace: 31 to 40
28 1 0.93% 7.41% of Samples in 10 -Mile Pace: 75.93%
29 2 1.85% 9.26% Comments:
30 2 1.85% 11.11%
31 5 4.63% 15.74%
Cumulative Frequency Distribution
120%
32 33
11 7

10.19%

6.48%

25.93%

32.41%
34 8 7.41% 39.81%
35 36
9 6

8.33%

5.56%

48.15%

53.70%
1(P%
c7
37 6 5.56% 59.26%
38 39
40 41
11 9
10 3

10.19%

8.33%

9.26%

2.78%

69.44%

77.78%

87.04%

89.81%
U.

E
8D%
42 43
44 2
1 1

1.85%

0.93%

0.93%

91.67%

92.59%

93.52%
0%
titi ti ti 3^ 3k 'b\ o° rb v hti <P
Spot Speed, mph
45 1 0.93% 94.44%
Frequency Distribution
18 46
47 48
49 50
2 1
3 0
0 1.85%

0.93%

2.78%

0.00%

0.00%

96.30%

97.22%
100.00%
100.00%
100.00%
16 14
2 51 0 0.00% 100.00% d10
52 0 0.00% 100.00% 8
53 0 0.00% 100.00% LL 6
54 55
56 0
0 0

0.00%

0.00%

0.00%
100.00%
100.00%
100.00%
4 2
0 3 ^1b ^ '
j^
AjD` nj D° Nib Db b <j
57 0 0.00% 100.00%
Spot Speed, mph
Total: 108 100%
Exhibit 5 405 Page 276 of 352

Exhibit 5 406
City Traffic Counters Page I
www.ctcounters.com
Florence Place
Btwn Florence Ave & Garfield Ave
Start 02-Jun-15 East Hour Totals West Hour Totals— Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 11 70 12 114-
12:15 23 64 18 98
12:30 5 71 16 76
12:45 18 67 57 272 9 89 55 377 112 649
01:00 7 66 10 82
01:,15 22 70 7 102
01:30 9 80 7 86
01:45 12 89 50 305 7 110 31 380 81 685
02:00 9 83 10 113
02:15 10 73 8 98
02:30 17 88 9 120
02:45 10 89 46 333 14 106 41 437 87 770
03:00 8 94 3 160
03:15 10 72 8 124
03:30 14 96 11 130
03:45 30 87 62 349 8 ill 30 525 92 874
04:00 21 78 16 107
04:15 20 82 15 102
04:30 28 76 20 130
04:45 29 90 98 326 29 103 80 442 178 768
05:00 30 79 25 90
05:15 49 68 46 104
05:30 69 78 42 83
05:45 95 at 243 306 42 88 155 365 398 671
06:00 62 92 75 97
06:15 65 66 63 92
06:30 58 56 77 86
06:45 60 76 245 290 73 85 288 360 533 650
07:00 55 67 86 69
07:15 69 65 105 80
07:30 63 64 129 78
07:45 ill 59 298 255 94 90 414 317 712 572
08:00 63 56 110 71
08:15 57 53 92 69
08:30 63 42 97 65
08:45 66 39 249 190 89 58 388 263 637 453
WOO 58 45 87 50
09:15 70 46 94 42
09:30 61 38 102 29
09:45 54 42 243 171 84 35 367 156 610 327
10:00 57 34 ill 40
10:16 66 37 86 42
10:30 56 22 100 33
10:45 71 20 250 113 101 15 398 130 648 243
11:00 51 23 87 24
11:15 58 18 107 25
11:30 72 11 110 28
11:45 64 1.9 245 71 69 19 373 916 618
ToW 2086 2981 2620620 3848 4706 6829
Percent 41.2% 58.8% 40.5% 59.5% 40.8% 59.2%
Grand
Total 2086 2981 2620 3848 4706 6829
Percent 41,2% 58.8% 40.5% 59.5% 40.8% 59.2%
ADT ADT 11,535 AADT 11,535
Exhibit 5 406 Page 277 of 352

CITY OF BELL GARDENS
Client: AAE
Street: Florence Place
Spt.Spd. Location: Florence Ave to Garfield Ave Ref. # ? Cumulative Date: 5/28/2015 Day: Thursday
Speed Frequency Percent Percent Weather: Partly sunny
Hours: 11:10 AM To 12:00 PM1300.00% 0.00%
14 0 0.00% 0.00% Number of Lanes: 02 WB / 02 BB Pea activity: MBD 15 0 0.00% 0.00% Posted Speed: 30
16 0 0.00% 0.00% Channelization: Skip Dash 2 way traffic 17 0 0.00% 0.00% Street Width: 75' Sidewalks: Yes
18 1 0.92% 0.92% Comm. /Resid.: Commercial Driveways: Yes 19 2 1.83% 2.75% Direction: Eastbound Median: No
20 0 0.00% 2.75% DATA ANALYSIS:
21 6 5.50% 8.26% Mean Speed: 28
22 7 6.42% 14.68% Standard Deviation: 5
23 5 4.59% 19.27% Standard error of the mean: 0.48
24 4 3.67% 22.94% 50th Percentile: 28
25 8 7.34% 30.28% 85th Percentile: 33
26 11 10.09% 40.37% 97th Percentile: 36
27 6 5.50% 45.87% 10 Mile Pace: 22 to 31
28 11 10.09% 55.96% of Samples in 10 -Mile Pace: 71.56% 29 11 10.09% 66.06% Comments:
30 7 6.42% 72.48%
31 8 7.34% 79.82%
Cumulative Frequency Distribution
32 5 4.59% 84.40%
33 4 3.67% 88.07% 120%
34 5 4.59% 92.66%
35 3 2.75% 95.41% 1(P%
36 2 1.83% 97.25% c7
37 0 0.00% 97.25%
38 0 0.00% 97.25%
U.
39 1 0.92% 98.17%
E4021.83% 100.00%
41 0 0.00% 100.00% 8D%
42 0 0.00% 100.00%
43 0 0.00% 100.00%
0%
3 ^Ib ^1:11 titi ti ti 3^ 3k 'b\ o° 03 V hti <P
44 0 0.00% 100.00% Spot Speed, mph
45 0 0.00% 100.00%
Frequency Distribution4600.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00% 18
49 0 0.00% 100.00%
16 14
25000.00% 100.00%
51 0 0.00% 100.00% d10
52 0 0.00% 100.00% 8
53 0 0.00% 100.00% LL 6
54 0 0.00% 100.00% 4
55 0 0.00% 100.00%
2 56 0 0.00% 100.00%
0 57 0 0.00% 100.00%
Spot Speed, mph
Total: 109 100%
Exhibit 5 407 Page 278 of 352

CITY OF BELL GARDENS
Client: AAE
Street: Florence Place
Spt.Spd. Location: Florence Ave to Garfield Ave Ref. # ? Cumulative Date: 5/28/2015 Day: Thursday
Speed Frequency Percent Percent Weather: Partly sunny
Hours: 11:10 AM To 12:00 PM1300.00% 0.00%
14 0 0.00% 0.00% Number of Lanes: 02 WB / 02 BB Pea activity: MBD 15 0 0.00% 0.00% Posted Speed: 30
16 0 0.00% 0.00% Channelization: Skip Dash 2 way traffic 17 0 0.00% 0.00% Street Width: 75' Sidewalks: Yes
18 0 0.00% 0.00% Comm. /Resid.: Commercial Driveways: Yes 19 0 0.00% 0.00% Direction: Westbound Median: No
20 0 0.00% 0.00% DATA ANALYSIS:
21 2 1.80% 1.80% Mean Speed: 29
22 5 4.50% 6.31% Standard Deviation: 4
23 2 1.80% 8.11% Standard error of the mean: 0.38
24 4 3.60% 11.71% 50th Percentile: 28
25 8 7.21% 18.92% 85th Percentile: 32
26 8 7.21% 26.13% 97th Percentile: 36
27 14 12.61% 38.74% 10 Mile Pace: 25 to 34
28 15 13.51% 52.25% of Samples in 10 -Mile Pace: 82.88% 29 12 10.81% 63.06% Comments:
30 12 1 0.81% 73.87%
31 7 6.31% 80.18%
Cumulative Frequency Distribution
32 6 5.41% 85.59%
33 3 2.70% 8829% 120%
34 7 6.31% 94.59%
35 2 1.80% 96.40% 1 QP%
36 1 0.90% 97.30% c7
37 0 0.00% 97.30%
38 1 0.90% 98.20%
U.
39 2 1.80% 100.00%
E4000.00% 100.00%
41 0 0.00% 100.00% 8D%
42 0 0.00% 100.00%
43 0 0.00% 100.00%
0%
3 ^b ^l:lj titi ti ti 3^ 3k 3A o° 03
44 0 0.00% 100.00% Spot Speed, mph
45 0 0.00% 100.00%
Frequency Distribution4600.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00% 18
49 0 0.00% 100.00%
16 14
25000.00% 100.00%
51 0 0.00% 100.00% d10
52 0 0.00% 100.00% 8
53 0 0.00% 100.00% LL 6
54 0 0.00% 100.00% 4
55 0 0.00% 100.00%
2 56 0 0.00% 100.00%
0 1 571 01 0.00%1 100.00%
Spot Speed, mph
Total: 111 100%
Exhibit 5 408 Page 279 of 352

City Traffic Counters
www.ctcounters,corn
Start 02-Jun-15 East Combined TotalsHourTotals
Time Tue Morning_ Afternoon Morning Afterno
12:00 10 18
102
12:15 7 30
175
12:30 2 23
152
12:45 2 20 21
01:00 1 18
122
01:115 1 20
83 01:30 1 26
73 01:45 0 49 3
02:00 2 38
42 02:15 4 38
25 02:30 4 31
11 02;45 4 49 14
03:00 1 53
0315 7 45
03:30 2 34
03:45 9 43 19
04:00 4 44
04:15 7 38
04:30 6 29
04:45 6 53 23
05:00 6 32
05:15 17 34
05:30 17 47
05:45 21 37 61
06:00 13 50
06:15 18 31
06:30 14 43
06:45 20 24 65
07:00 20 38
07:15 25 29
07:30 38 20
07:45 66 26 149
08:00 28 14
08:15 15 15
08:30 26 13
08:45 21 19 90
09:00 15 18
09:15 21 19
09:30 16 18
09:45 18 10 70
10:00 15 10
10:15 21 11
10:30 22 3
10:45 24 7 82
11:00 30 8
11:15 21 6
11:30 23 7
11:45 24 2 98
Total 695 1290
Percent 35.0% 65,0%
Grand
Total
695 1290
Percent 35.0% 65.0%
ADT ADT 3,870 AADT 3,870
West
Morning Afternoon
3 24
5 17
2 19
1 17
1 28
4 19
0 23
2 32
1 89
1 28
3 27
1 31
0 47
2 43
3 42
3 20
2 46
2 34
12 31
6 29
10 32
10 32
15 25
9 33
16 19
26 18
22 25
24 21
27 16
48 20
46 17
66 20
84 16
24 12
29 9
28 a
23 13
23 9
27 9
21 11
30 5
18 7
21 7
12 6
21 2
22 3
44 4
38 2
838 1047
44,5% 55.5%
Exhibit 5 409
838 1047

44.5% 55.5%

Florence Place
Btwn Garfield Ave & Scout Ave
Hour Totals Combined Totals
Morning Aflemoon Morning Afternoon
11 77 32 168
7 102 10 215
6 175 20 331
8 152 27 327
22 140 45 304
44 122 105 272
88 83 153 231
187 73 336 186
165 45 255 106
94 42 164 107
81 25 163 56
1215. 11 223 34
1533 2337

39.6% 60.4%
1533 2337

39.6% 60.4%

CITY OF BELL GARDENS
Client: AAE
Street: Florence Place
Spt.Spd. Location: Garfield Ave to Scout Ave Ref. # ?
Cumulative Date: 5/28/2015 Day: Thursday
Speed Frequency Percent Percent Weather: Partly sunny
Hours: 12:00 PM To 12:50 PM1300.00% 0.00%
14 0 0.00% 0.00% Number of Lanes: 02 WB / 02 BB Pea activity: MBD 15 0 0.00% 0.00% Posted Speed: 30
16 0 0.00% 0.00% Channelization: Skip Dash 2 way traffic 17 0 0.00% 0.00% Street Width: 75' Sidewalks: Yes
18 0 0.00% 0.00% Comm.ixesid.: Residential Driveways: Yes 19 0 0.00% 0.00% Direction: Eastbound Median: No
20 0 0.00% 0.00% DATA ANALYSIS:
21 0 0.00% 0.00% Mean Speed: 31
22 0 0.00% 0.00% Standard Deviation: 5
23 2 1.85% 1.85% Standard error of the mean: 0.48
24 5 4.63% 6.48% 50th Percentile: 31
25 4 3.70% 10.19% 85th Percentile: 37
26 10 9.26% 19.44% 97th Percentile: 41
27 5 4.63% 24.07% 10 Mile Pace: 24 to 33
28 11 10.19% 34.26% of Samples in 10 -Mile Pace: 70.37% 29 6 5.56% 39.81% Comments:
30 8 7.41% 47.22%
31 9 8.33% 55.56%
32 14 12.96% 68.52%
Cumulative Frequency Distribution
33 4 3.70% 72.22% 120%
34 4 3.70% 75.93%
35 3 2.78% 78.70% 1(P%
36 6 5.56% 84.26% c7
37 4 3.70% 87.96%
38 2 1.85% 89.81%
U.
39 3 2.78% 92.59%
E4032.78% 95.37%
41 2 1.85% 97.22% 8D%
42 1 0.93% 98.15%
43 1 0.93% 99.07%
0%
3 ^b ^l:lj titi ti ti 3^ 3k 3A o° <P
44 0 0.00% 99.07% Spot Speed, mph
45 1 0.93% 100.00%
Frequency Distribution4600.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00% 18
49 0 0.00% 100.00%
16 14
25000.00% 100.00%
51 0 0.00% 100.00% d10
52 0 0.00% 100.00% 8
53 0 0.00% 100.00% LL 6
54 0 0.00% 100.00% 4
55 0 0.00% 100.00%
2 56 0 0.00% 100.00%
0 3 ^1b ^O, 11' j^
AjD` nj D° Nlb Db b <j
57 0 0.00% 100.00%
Spot Speed, mph
Total: 108 100%
Exhibit 5 410 Page 281 of 352

CITY OF BELL GARDENS
Client: AAE
Street: Florence Place
Spt.Spd. Location: Garfield Ave to Scout Ave Ref. # ?
Cumulative Date: 5/28/2015 Day: Thursday
Speed Frequency Percent Percent Weather: Partly sunny
Hours: 12:00 PM To 12:50 PM1300.00% 0.00%
14 0 0.00% 0.00% Number of Lanes: 02 WB / 02 BB Pea activity: MBD 15 0 0.00% 0.00% Posted Speed: 30
16 0 0.00% 0.00% Channelization: Skip Dash 2 way traffic 17 0 0.00% 0.00% Street Width: 75' Sidewalks: Yes
18 0 0.00% 0.00% Comm.ixesid.: Residential Driveways: Yes 19 0 0.00% 0.00% Direction: Westbound Median: No
20 0 0.00% 0.00% DATA ANALYSIS:
21 0 0.00% 0.00% Mean Speed: 32
22 1 0.92% 0.92% Standard Deviation: 5
23 2 1.83% 2.75% Standard error of the mean: 0.48
24 3 2.75% 5.50% 50th Percentile: 31
25 3 2.75% 8.26% 85th Percentile: 38
26 5 4.59% 12.84% 97th Percentile: 43
27 5 4.59% 17.43% 10 Mile Pace: 26 to 35
28 9 8.26% 25.69% of Samples in 10 -Mile Pace: 66.97%
29 7 6.42% 32.11% Comments:
30 8 7.34% 39.45%
31 13 11.93% 51.38%
Cumulative Frequency Distribution
120%
32 33
10 6

9.17%

5.50%

60.55%

66.06%
34 6 5.50% 71.56%
35 36
4 5

3.67%

4.59%

75.23%

79.82%
1(P%
c7
U.
37 38
39 40
41 4
4 4
4 0

3.67%

3.67%

3.67%

3.67%

0.00%

83.49%

87.16%

90.83%

94.50%

94.50%
E
D%
42 43
44 1
2 1

0.92%

1.83%

0.92%

95.41%

97.25%

98.17%
0%
3 ^b ^
titi 1P ti 3^ 3k 3A o° <P
Spot Speed, mph
45 0 0.00% 98.17%
Frequency Distribution
18 46
47 48
49 50
0 1
1 0
0 0.00%

0.92%

0.92%

0.00%

0.00%

98.17%

99.08%
100.00%
100.00%
100.00%
16 14
2 51 0 0.00% 100.00% d10
52 0 0.00% 100.00% 8
53 0 0.00% 100.00% LL 6
54 55
56 0
0 0

0.00%

0.00%

0.00%
100.00%
100.00%
100.00%
4 2
0 3 ^ro ^0
N b
571 01 0.00% 100.00%
Spot Speed, mph
Total: 109 100%
Exhibit 5 411 Page 282 of 352

City Traffic Counters
www.ctcounters.com
Start 02-Jun -15 East Hour Totals
Time Tue Morning_ Afternoon Morning Afternoon
12:00 28 117
12:15 26 147
12,:30 1' 6 138
12:45 15 160 85 562
01:00 15 132
01:15 13 177
01:30 9 163
01:45 9 165 46 637
02:00 9 147
02:15 13 178
02:30 13 2,03
02:45 16 209 51,
03:00 20 186
03:15 24 190
03:30 24 202
03:45 24 2.17 92 795
04:00 24 236
04:15 39 226
04:30 47 219
04:45 50 229 160 910
05:00 52 231
05:15 69 224
05:30 153 202
05:45 101 212 375 869
06:00 100 202
06:15 129 215
06:30 160 195
06:45 144 207 533 819
07:00 154 174
07:15 203 186
07:34 214 145
07:45 177 168 748 673
08:00 180 126
08:15 147 153

08.30 137 110
08;45 116 122 580 511
09:00 93 104
09:15 106 105
09:30 111 110
09:45 108 96 418 415
10:00 118 77
10A5 108 67'
10:30 101 54
10:45 140 46 467 244
11:00 98. 38
11:15 128 60
11:30 101 38
11:45 1' 15 40 442 176
Total 3997 7348
Percent _ 35.2 %e _ 64.8 %8
Grand
Total 3997 7348
Percent 35.2% 64.8%
ADT ADT 23,803 AADT 23,803

Gage Ave
Btwn West City Limits & Garfield Pave
West Hour Totals Combined Totals
Morning Afternoon Morning Afternoon Morning Afternoon
28 145 _
44 146
20 124
18 120 110 535, 195 1097
26 153
23 156
19 164
11 122 79 595 125 1232
12 156
16 163
13 191
20 205 61 715 112 1452
22 236
24 205
21 239
24 219 91 899 183 1694
28 206
34 209
59 216
58 243 179 874 339 1784
62 235
66 248
138 211
120 212 386 946 761 1775
128 205
139 204
190 181
208 187 665 777 1198 1596
239 166
284 163
246 188
230 187 999 704 1747 1377
209 155
190 153
181 127
193 147 773 582 1353 1093
135 161
131 125
132 111
146 102 544 499 962 914
126 82
147 83
135 84
117 59 525 308 992 552
104 53
119 64
111 43
113 _ 45 447 205 889 381
4859 7599 8856 14947

39.0 %8 61,0% 37.2% 62.8%
Exhibit 5 412
4859 7599 8856 14947

39.0% 61.0% 37.2818 82.88fo

CITY OF BELL GARDENS
Client: AAE
Street: Gage Avenue
Spt.Spd. Location: West City Limits to Garfield Ave Ref. # ? Cumulative Date: 5/27/2015 Day: Wednesday
Speed Frequency Percent Percent Weather: Cloudy
Hours: 8:50 AM To 9:20 AM1300.00% 0.00%
14 0 0.00% 0.00% Number of Lanes: 02 WB / 02 BB Pea activity: MBD 15 0 0.00% 0.00% Posted Speed: 35
16 0 0.00% 0.00% Channelization: Skip Dash 2 way traffic 17 0 0.00% 0.00% Street Width: 75' Sidewalks: Yes
18 0 0.00% 0.00% Comm.ixesid.: Residential Driveways: Yes 19 0 0.00% 0.00% Direction: Eastbound Median: No
20 0 0.00% 0.00% DATA ANALYSIS:
21 0 0.00% 0.00% Mean Speed: 34
22 0 0.00% 0.00% Standard Deviation: 5
23 0 0.00% 0.00% Standard error of the mean: 0.48
24 1 0.92% 0.92% 50th Percentile: 33
25 1 0.92% 1.83% 85th Percentile: 39
26 4 3.67% 5.50% 97th Percentile: 45
27 3 2.75% 8.26% 10 Mile Pace: 28 to 37
28 4 3.67% 11.93% of Samples in 10 -Mile Pace: 69.72%
29 9 8.26% 20.18% Comments:
30 9 8.26% 28.44%
31 9 8.26% 36.70%
Cumulative Frequency Distribution
32 7 6.42% 43.12%
33 9 8.26% 51.38% 120%
34 6 5.50% 56.88%
35 8 7.34% 64.22% 1(P%
36 9 8.26% 72.48% c7
37 6 5.50% 77.98%
38 4 3.67% 81.65%
U.
39 4 3.67% 85.32%
E4043.67% 88.99%
41 5 4.59% 93.58% 8D%
42 0 0.00% 93.58%
43 2 1.83% 95.41%
0%
3 ^b ^l:lj titi ti ti 3^ 3k 3A o° <P
44 1 0.92% 96.33% Spot Speed, mph
45 1 0.92% 97.25%
Frequency Distribution4610.92% 98.17%
47 0 0.00% 98.17%
48 2 1.83% 100.00% 18
49 0 0.00% 100.00%
16 14
25000.00% 100.00%
51 0 0.00% 100.00% d10
52 0 0.00% 100.00% 8
53 0 0.00% 100.00% LL 6
54 0 0.00% 100.00% 4
55 0 0.00% 100.00%
2 56 0 0.00% 100.00%
0 571 01 0.00%1 100.00%
Spot Speed, mph
Total: 109 100%
Exhibit 5 413 Page 284 of 352

CITY OF BELL GARDENS
Client: AAE
Street: Gage Avenue
Spt.Spd. Location: West City Limits to Garfield Ave Ref. # ? Cumulative Date: 5/27/2015 Day: Wednesday
Speed Frequency Percent Percent Weather: Cloudy
Hours: 8:50 AM To 9:20 AM1300.00% 0.00%
14 0 0.00% 0.00% Number of Lanes: 02 WB / 02 BB Pea activity: MBD 15 0 0.00% 0.00% Posted Speed: 35
16 0 0.00% 0.00% Channelization: Skip Dash 2 way traffic 17 0 0.00% 0.00% Street Width: 75' Sidewalks: Yes
18 0 0.00% 0.00% Comm.ixesid.: Residential Driveways: Yes 19 0 0.00% 0.00% Direction: Westbound Median: No
20 0 0.00% 0.00% DATA ANALYSIS:
21 0 0.00% 0.00% Mean Speed: 36
22 0 0.00% 0.00% Standard Deviation: 5
23 0 0.00% 0.00% Standard error of the mean: 0.48
24 0 0.00% 0.00% 50th Percentile: 35
25 0 0.00% 0.00% 85th Percentile: 40
26 0 0.00% 0.00% 97th Percentile: 45
27 2 1.82% 1.82% 10 Mile Pace: 32 to 41
28 3 2.73% 4.55% of Samples in 10 -Mile Pace: 72.73%
29 4 3.64% 8.18% Comments:
30 9 8.18% 1 6.36%
31 2 1.82% 18.18%
Cumulative Frequency Distribution
32 7 6.36% 24.55%
33 12 1 0.91% 35.45% 120%
34 10 9.09% 44.55%
35 9 8.18% 52.73% 1(P%
36 8 7.27% 60.00% c7
37 9 8.18% 68.18%
38 7 6.36% 74.55%
U.
39 4 3.64% 78.18%
E4087.27% 85.45%
41 6 5.45% 90.91% 8D%
42 3 2.73% 93.64%
43 2 1.82% 95.45%
0%
3 ^b ^l:lj titi ti ti 3^ 3k 3A o°
44 1 0.91% 96.36% Spot Speed, mph
45 1 0.91% 97.27%
Frequency Distribution4610.91% 98.18%
47 0 0.00% 98.18%
48 2 1.82% 100.00% 18
49 0 0.00% 100.00%
16 14
25000.00% 100.00%
51 0 0.00% 100.00% d10
52 0 0.00% 100.00% 8
1111 V
53 0 0.00% 100.00% LL 6
54 0 0.00% 100.00% 4
55 0 0.00% 100.00%
2 56 0 0.00% 100.00%
0 3 ^1b ^O, 11' j^
AjD` nj D° Nib Db b <j
57 0 0.00% 100.00%
Spot Speed, mph
Total: 110 100%
Exhibit 5 414 Page 285 of 352

City Traffic Counters
www,otcounters.com
Start 02- Jun -15 East
Afternoon MO
Hour Totals
Time Toe Morning Afternoon Morning Afternoon
12:00 25 106
18 122
12:15 25 147

1.399
22 12:30 21 124
166
831
12:45 23 132 94 509
01:00 11 140
1414
9 01:15 21 156
187
599
01:30 14 165
23 206
01:45 13 153 59 614
02:00 23 156
184
02;15 15 189
50 218
02:30 22 167
31 02:45 1' 8 209 78 721
03:00 39 204
75 191
03:15 37 234
125
03:30 40 226
140
03:45 46 228 162 892
04:00 35 241
215
04:15 60 206
127
04:30 89 256
148 131

04.45 90 208 274 911
05:00 89 250
115
05:15 136 257
114 88
05:.30 210 225
100
0545 213 199 648 931
06:00 181 232
122 64
0615 192 219
125
06:30 236 2,17
48 06:45 248 191 857 85
07:00 194 180
07:15 200 179
07:30 244 131
07:45 226 153 864 642
08:00 223 136
08:15 192 146
08:30 140 126
08:45 139 106 694 514
09:00 133 111
09:15 122 108
09:30 132 100
09:45 115 84 502 40-
10:00 125 84
10:1'5 130 67
10:30 102 57
10:45 131 49 488 25i
11:00 94 38
11:15 432 57
11:30 1127 41
11:45 132 39 485 17
Total 5205 7429
Percent 41.2% 58.8%
Grand
Total 5205 7429
Percent 41.2% 58.8%
ADT ADiT 23,683 AADT 23,683
West
Morning Afternoon MO
32 131
Afternoon
32 112
198
22 129
592
18 122
50 20 140

1.399
22 150
233
10 166
831
8 136
253
16 186
1762
13 147
1414
9 158
531
12 187
599
12 197
1045
23 206
998
20 247
294
16 204
12 184
14 199
50 218
37 230
31 203'
62 222
S5 215
75 191
98 177
125 170
155 140
179 144
229 132.
260 121
215 151
214 127
167 152
148 131
149 12.5
135 123
126 115
120 104
114 88
136 96
100 78
136 73
128 79
122 64
113 40
125 68
101 48
124 53.
4170 6879

37.7% 62.3%
Exhibit 5 415
4170 6879

37.7% 62.3%

Gage Ave
Btwn Garfield Ave & Emil Ave
Hoerr Totals
14308
Combined Totals
ng Afternoon Morning Afternoon
104 494 198 1003
60 592 119 1206
50 678 128 1.399
71 854 233 1746
113 831 387 1742
253 831 901 1762
557' 631 1414 1490
918 531 1782 1174
599 631' 1293 1045
496 403 998 806
486 294 974 551
9375 14308
39,6% 60.4%
9375 14308

39.6% 60.4%

CITY OF BELL GARDENS
Client: AAE
Street: Gage Avenue
Spt.Spd. Location: Garfield Ave to Emil Ave Ref. # ?
Cumulative Date: 5/27/2015 Day: Wednesday
Speed Frequency Percent Percent Weather: Partly Cloudy
Hours: 9:20 AM To 9:45 AM1300.00% 0.00%
14 0 0.00% 0.00% Number of Lanes: 02 WB / 02 BB Pea activity: MBD 15 0 0.00% 0.00% Posted Speed: 35
16 0 0.00% 0.00% Channelization: Skip Dash 2 way traffic 17 0 0.00% 0.00% Street Width: 75' Sidewalks: Yes
18 0 0.00% 0.00% Comm. /Resid.: Commercial Driveways: Yes 19 0 0.00% 0.00% Direction: Eastbound Median: Yes
20 0 0.00% 0.00% DATA ANALYSIS:
21 0 0.00% 0.00% Mean Speed: 38
22 0 0.00% 0.00% Standard Deviation: 5
23 0 0.00% 0.00% Standard error of the mean: 0.48
24 0 0.00% 0.00% 50th Percentile: 37
25 2 1.85% 1.85% 85th Percentile: 43
26 1 0.93% 2.78% 97th Percentile: 47
27 1 0.93% 3.70% 10 Mile Pace: 33 to 42
28 1 0.93% 4.63% of Samples in 10 -Mile Pace: 71.30%
29 1 0.93% 5.56% Comments:
30 2 1.85% 7.41%
31 1 0.93% 8.33%
Cumulative Frequency Distribution
32 4 3.70% 12.04%
33 5 4.63% 1 6.67% 120%
34 8 7.41% 24.07%
35 5 4.63% 28.70% 1(P%
36 12 11.11% 39.81% c7
37 13 12.04% 51.85%
38 11 10.19% 62.04%
U.
39 6 5.56% 67.59%
E4076.48% 74.07%
41 4 3.70% 77.78% 8D%
42 6 5.56% 83.33%
43 4 3.70% 87.04%
0%
3 ^b ^l
titi ti ti 3^ 3k 3A o° <P
44 5 4.63% 91.67% Spot Speed, mph
45 3 2.78% 94.44%
Frequency Distribution4621.85% 96.30%
47 2 1.85% 98.15%
48 0 0.00% 98.15% 18
49 0 0.00% 98.15%
16 14
25000.00% 98.15%
51 1 0.93% 99.07% d10
52 0 0.00% 99.07% 8
53 1 0.93% 100.00% ii 6
54 0 0.00% 100.00% 4
55 0 0.00% 100.00%
2 56 0 0.00% 100.00%
0 3 ^ro ^0
57 Ol 0.00% 100.00%
Spot Speed, mph
Total: 108 100%
Exhibit 5 416 Page 287 of 352

CITY OF BELL GARDENS
Client: AAE
Street: Gage Avenue
Spt.Spd. Location: Garfield Ave to Emil Ave Ref. # ?
Cumulative Date: 5/27/2015 Day: Wednesday
Speed Frequency Percent Percent Weather: Partly Cloudy
Hours: 9:20 AM To 9:45 AM1300.00% 0.00%
14 0 0.00% 0.00% Number of Lanes: 02 WB / 02 BB Pea activity: MBD 15 0 0.00% 0.00% Posted Speed: 35
16 0 0.00% 0.00% Channelization: Skip Dash 2 way traffic 17 0 0.00% 0.00% Street Width: 75' Sidewalks: Yes
18 0 0.00% 0.00% Comm. /Resid.: Commercial Driveways: Yes 19 0 0.00% 0.00% Direction: Westbound Median: Yes
20 0 0.00% 0.00% DATA ANALYSIS:
21 0 0.00% 0.00% Mean Speed: 36
22 0 0.00% 0.00% Standard Deviation: 5
23 0 0.00% 0.00% Standard error of the mean: 0.49
24 2 1.89% 1.89% 50th Percentile: 35
25 0 0.00% 1.89% 85th Percentile: 41
26 4 3.77% 5.66% 97th Percentile: 44
27 2 1.89% 7.55% 10 Mile Pace: 32 to 41
28 2 1.89% 9.43% of Samples in 10 -Mile Pace: 71.70%
29 1 0.94% 10.38% Comments:
30 4 3.77% 14.15%
31 4 3.77% 17.92%
Cumulative Frequency Distribution
32 8 7.55% 25.47%
33 6 5.66% 31.13% 120%
34 6 5.66% 36.79%
35 15 14.15% 50.94% 1(P%
36 6 5.66% 56.60% c7
37 6 5.66% 62.26%
38 8 7.55% 69.81%
U.
39 11 10.38% 80.19%
E4043.77% 83.96%
41 6 5.66% 89.62% 8D%
42 1 0.94% 90.57%
43 3 2.83% 93.40%
0%
3 ^b ^l
titi ti ti 3^ 3k 3A o° <P
44 4 3.77% 97.17% Spot Speed, mph
45 2 1.89% 99.06%
Frequency Distribution4600.00% 99.06%
47 0 0.00% 99.06%
48 0 0.00% 99.06% 18
49 0 0.00% 99.06%
16 14
25000.00% 99.06%
51 0 0.00% 99.06% d10
52 0 0.00% 99.06% 8
53 1 0.94% 100.00% ii 6
54 0 0.00% 100.00% 4
55 0 0.00% 100.00%
2 56 0 0.00% 100.00%
0 3 ^1b ^O, titi tip' ti ^ 3k o° Nlb 0 o
57 0 0.00% 100.00%
Spot Speed, mph
TTotal: 106 100%
Exhibit 5 417 Page 288 of 352

Exhibit 5 418
City Traffic Counters Page 1
www.ctcounters.com
Gage Ave
Btwn Emil Ave East City Limits
Start 02-Jun-15 West Hour Totals East Hour Totals Combined TotalsTime - Tue Morning Afternoon Morning Afternoon Morning­ Afternoon Morning Afternoon Morning Afternoon12:00 33 122 22 106 12:16 34 113 18 131
12:30 25 112 11 137
12:45 19 102 111 449 12 144 63 518 174 96701:00 17 126 13 133 01:15 21 139 15 137
01:30 18 147 14 160
01:45 10 141 66 553 13 139 55 569 121 1' 12202:00 15 141 17 158 02:15 16 129 14 152
02:30 16 150 20 93
02A5 11 181 58 601 20 87 71 490 129 10910100122003178
03:15 23 182 39 77
03:30 11 239 44 76
03:45 24 189 70 810 43 73 157 304 227 111404:00 18 202 34 121 04:15 11 168 65 104
04:30 37 210 92 114
04:45 34 196 100 776 98 204 289 543 389 131905:00 31 215 91 229 05:15 46 206 137 192
05:30 65 190 199 252
05:45 58 191 200 802 221 195 648 868 848 167006:00 85 136 154 200 06A5 127 159 172 196
06;30 133 145 231 184
06:45 179 119 524 559 240 157 797 737 1321 129607:00 171 131 204 134 07:15 199 113 204 141
07:30 180 119 229 131
07:45 168 131 718 494 219 110 856 516 1574 101008:00 114 128 208 131 08:15 124 119 206 103
08:30 125 98 138 97
08:45 120 94 483 439 154 105 706 436 1189 87509:00 108 87 141 109 09:15 109 90 114 77
09:30 104 83 126 88
09A5 116 77 437 337 113 74 494 348 931 68510:00, 98 69 118 63 10:15 141 68 119 48
10:30 106 67 116 55
10:45 104 63 449 267 102 55 455 221 904 48811:00 110 50 112 46 11:15 124 71 110 39
11:30 84 33 129 24
11:4 , 5 105 41 423 195 123 29 474 1381 897 333Total3639628250655688870411970 . . Percent 36.7% 63,3% 47.1% 52.9% 42.1% 57.9% Grand Total 3639 6282 5065 5688 8704 11970
Percent 36.7% 633% 47.1% 62,9% 42.1% 57.9%
ADT ADT 20,674 AADT 20,674
Exhibit 5 418 Page 289 of 352

CITY OF BELL GARDENS
Client: AAE
Street: Gage Avenue
Spt.Spd. Location: Emil Ave to East City Limits Ref. # ? Cumulative Date: 5/27/2015 Day: Wednesday
Speed Frequency Percent Percent Weather: Partly Sunny
Hours: 9:45 AM To 10:45 AM1300.00% 0.00%
14 0 0.00% 0.00% Number of Lanes: 02 WB / 02 BB Pea activity: MBD 15 0 0.00% 0.00% Posted Speed: 35
16 0 0.00% 0.00% Channelization: Skip Dash 2 way traffic 17 0 0.00% 0.00% Street Width: 75' Sidewalks: Yes
18 0 0.00% 0.00% Comm.ixesid.: Residential Driveways: Yes 19 0 0.00% 0.00% Direction: Eastbound Median: No
20 0 0.00% 0.00% DATA ANALYSIS:
21 0 0.00% 0.00% Mean Speed: 36
22 0 0.00% 0.00% Standard Deviation: 5
23 0 0.00% 0.00% Standard error of the mean: 0.48
24 0 0.00% 0.00% 50th Percentile: 36
25 0 0.00% 0.00% 85th Percentile: 41
26 1 0.93% 0.93% 97th Percentile: 46
27 2 1.85% 2.78% 10 Mile Pace: 31 to 40
28 2 1.85% 4.63% of Samples in 10 -Mile Pace: 73.15%
29 2 1.85% 6.48% Comments:
30 4 3.70% 10.19%
31 6 5.56% 15.74%
Cumulative Frequency Distribution
32 5 4.63% 20.37%
33 6 5.56% 25.93% 120%
34 8 7.41% 33.33%
35 13 12.04% 45.37% 1(P%
36 11 10.19% 55.56% c7
37 10 9.26% 64.81%
38 10 9.26% 74.07%
U.
39 4 3.70% 77.78%
E4065.56% 83.33%
41 3 2.78% 86.11% 8D%
42 2 1.85% 87.96%
43 3 2.78% 90.74%
0%
3 ^b ^l
titi ti ti 3^ 3k 3A o° <P
44 2 1.85% 92.59% Spot Speed, mph
45 3 2.78% 95.37%
Frequency Distribution4632.78% 98.15%
47 0 0.00% 98.15%
48 0 0.00% 98.15% 18
49 1 0.93% 99.07%
16 14
25000.00% 99.07%
51 0 0.00% 99.07% d10
52 0 0.00% 99.07% 8
53 1 0.93% 100.00% ii 6 Lit5400.00% 100.00% 4
55 0 0.00% 100.00%
2 56 0 0.00% 100.00%
0 3 ^ ^ titi tip' ti ^ 3k ItA o°
57 0 0.00% 100.00%
Spot Speed, mph
Total: 108 100%
Exhibit 5 419 Page 290 of 352

CITY OF BELL GARDENS
Client: AAE
Street: Gage Avenue
Spt.Spd. Location: Emil Ave to East City Limits Ref. # ? Cumulative Date: 5/27/2015 Day: Wednesday
Speed Frequency Percent Percent Weather: Partly Sunny
Hours: 9:45 AM To 10:45 AM1300.00% 0.00%
14 0 0.00% 0.00% Number of Lanes: 02 WB / 02 BB Pea activity: MBD 15 0 0.00% 0.00% Posted Speed: 35
16 0 0.00% 0.00% Channelization: Skip Dash 2 way traffic 17 0 0.00% 0.00% Street Width: 75' Sidewalks: Yes
18 0 0.00% 0.00% Comm.ixesid.: Residential Driveways: Yes 19 0 0.00% 0.00% Direction: Westbound Median: No
20 0 0.00% 0.00% DATA ANALYSIS:
21 0 0.00% 0.00% Mean Speed: 37
22 0 0.00% 0.00% Standard Deviation: 5
23 0 0.00% 0.00% Standard error of the mean: 0.47
24 0 0.00% 0.00% 50th Percentile: 36
25 1 0.90% 0.90% 85th Percentile: 42
26 0 0.00% 0.90% 97th Percentile: 47
27 0 0.00% 0.90% 10 Mile Pace: 33 to 42
28 1 0.90% 1.80% of Samples in 10 -Mile Pace: 68.47%
29 2 1.80% 3.60% Comments:
30 8 7.21% 1 0.81%
31 4 3.60% 14.41%
Cumulative Frequency Distribution
32 6 5.41% 19.82%
33 9 8.11% 27.93% 120%
34 10 9.01% 36.94%
35 10 9.01% 45.95% 1(P%
36 8 7.21% 53.15% c7
37 4 3.60% 56.76%
38 10 9.01% 65.77%
U.
39 6 5.41% 71.17%
E4054.50% 75.68%
41 7 6.31% 81.98% 8D%
42 7 6.31% 88.29%
43 0 0.00% 88.29%
0%
3 ^b ^l:lj titi 1P ti 3'` 174, 3A 0° 0 0 0 hti <P
44 3 2.70% 90.99% Spot Speed, mph
45 3 2.70% 93.69%
Frequency Distribution4632.70% 96.40%
47 1 0.90% 97.30%
48 1 0.90% 98.20% 18
49 1 0.90% 99.10%
16 14
25010.90% 100.00%
51 0 0.00% 100.00% d10
52 0 0.00% 100.00% 8
53 0 0.00% 100.00% LL 6
54 0 0.00% 100.00% 4
55 0 0.00% 100.00%
2 56 0 0.00% 100.00%
0 3 ^1b ^O, 11' j^
AjD` nj t<' Nib bb t<' <j
571 01 0.00% 100.00%
Spot Speed, mph
Total: 111 100%
Exhibit 5 420 Page 291 of 352

Exhibit 5 421
City Traffic Counters Page 1
www.ctcounters.com
Garfield Ave
Btwn Gage Ave Florence Place
Start 02-Jun-15 North Hour Totals South HcurTotals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon MorNng Afternoon Morning Afternoon 12m 33 225 48 179
12:15 39 230 39 192
12-30 17 243 25 172
12:45 26 190 115 888 13 184 125 727 240 1615
01:00 25 231 32 185
01;15 35 203 24 230
01:30 21 227 23 231
01:45 26 249 107 910 12 198 91 844 198 1754
02:00 28 249 16 215
02:15 38 216 23 214
02:30 21 284 26 270
02:45 35 249 122 998 36 301 101 1000 223 1998
03:00 29 276 17 233
0315 28 294 24 276
03:30 37 284 40 298
03:45 64 292 158 1146 19 287 100 1094 258 2240
04:00 44 240 36 287
04:15 71 284 30 301
04:30 116 231 42 305
04;45 136 268 367 1023 48 285 156 1178 523 2201
05:00 100 230 46 319
05:15 132 255 62 319
05:30 208 222 81 306
05:45 234 224 674 931 86 312 275 1256 949 2187
06:00 203 222 96 303
0615 260 199 85 292
06:30 328 199 131 281
06:45 392 181 1183 801 139 227 451 1103 1634 1904
07:00 334 194 174 193
07:15 394 164 158 178
07:30 489 172 181 133
07:45 517 142 1734 672 183 132 696 636 2430 1308
08:00 381 147 198 129
08:15 413 143 178 120
08:30 349 137 153 103
08:45 325 115 1468 642 157 86 686 438 2154 980
09:00 321 118 150 67
09:15 256 82 154 98
09:30 264 125 156 84
09:45 262 88 1103 413 166 73 626 322 1729 735
10:00 212 75 166 67
1015 229 68 185 65
10:30 187 66 149 60
10:45 235 59 863 268 186 45 686 237 1549 505
11:00 220 38 168 59
11A5 1170 49 217 53
1130 209 51 197 55
205
1 804 166 181 39 763 206 1567 372
Total 8698 8758 4756 9041 13454 17799
Percent 49.8% 50.2% 34.5% 65.5% 43.0% 57.0%
Grand
Total
8698 8758 4766 9041 13454 17799
Percent 49.8% 50.2% 34.5% 65.5% 43.0% 57.0%
ADT ADT 31,253 AADT 31,253
Exhibit 5 421 Page 292 of 352

CITY OF BELL GARDENS
Client: AAE
Street: Garfield Avenue
Spt.Spd. Location: Gage Ave to Florence PI Ref. # ?
Cumulative Date: 5/27/2015 Day: Wednesday
Speed Frequency Percent Percent Weather: Cloudy
Hours: 8:20 AM To 8:50 AM1300.00% 0.00%
14 0 0.00% 0.00% Number of Lanes: 02 WB / 02 BB Pea activity: MBD 15 0 0.00% 0.00% Posted Speed: 35
16 0 0.00% 0.00% Channelization: Median 2 way traffic
17 0 0.00% 0.00% Street Width: 75' Sidewalks: Yes
18 0 0.00% 0.00% Comm. /Resid.: Commercial Driveways: Yes 19 0 0.00% 0.00% Direction: Northbound Median: Yes
20 0 0.00% 0.00% DATA ANALYSIS:
21 0 0.00% 0.00% Mean Speed: 35
22 0 0.00% 0.00% Standard Deviation: 4
23 0 0.00% 0.00% Standard error of the mean: 0.38
24 0 0.00% 0.00% 50th Percentile: 36
25 1 0.92% 0.92% 85th Percentile: 39
26 0 0.00% 0.92% 97th Percentile: 42
27 0 0.00% 0.92% 10 Mile Pace: 30 to 39
28 5 4.59% 5.50% of Samples in 10 -Mile Pace: 75.23%
29 5 4.59% 10.09% Comments:
30 9 8.26% 18.35%
31 5 4.59% 22.94%
Cumulative Frequency Distribution
32 7 6.42% 29.36%
33 4 3.67% 33.03% 120%
34 8 7.34% 40.37%
35 10 9.17% 49.54% 1(P%
36 11 1 0.09% 59.63% c7
37 15 13.76% 73.39%
38 7 6.42% 79.82%
U.
39 6 5.50% 85.32%
E4054.59% 89.91%
41 5 4.59% 94.50% 8D%
42 3 2.75% 97.25%
43 2 1.83% 99.08%
0%
3 ^b ^l:lj titi ti ti 3^ 3k 3A o° <P
44 0 0.00% 99.08% Spot Speed, mph
45 0 0.00% 99.08%
Frequency Distribution4600.00% 99.08%
47 0 0.00% 99.08%
48 0 0.00% 99.08% 18
49 1 0.92% 100.00%
16 14
25000.00% 100.00%
51 0 0.00% 100.00% d10
52 0 0.00% 100.00% 8
53 0 0.00% 100.00% LL 6
54 0 0.00% 100.00% 4
55 0 0.00% 100.00%
2 56 0 0.00% 100.00%
0 3 ^1b ^NO,
j^
AjD` nj D° Nib Db b <j
57 0 0.00% 100.00%
Spot Speed, mph
Total: 109 100%
Exhibit 5 422 Page 293 of 352

CITY OF BELL GARDENS
Client: AAE
Street: Garfield Avenue
Spt.Spd. Location: Gage Ave to Florence PI Ref. # ?
Cumulative Date: 5/27/2015 Day: Wednesday
Speed Frequency Percent Percent Weather: Cloudy
Hours: 8:20 AM To 8:50 AM1300.00% 0.00%
14 0 0.00% 0.00% Number of Lanes: 02 WB / 02 BB Pea activity: MBD 15 0 0.00% 0.00% Posted Speed: 35
16 0 0.00% 0.00% Channelization: Median 2 way traffic
17 0 0.00% 0.00% Street Width: 75' Sidewalks: Yes
18 0 0.00% 0.00% Comm. /Resid.: Commercial Driveways: Yes 19 0 0.00% 0.00% Direction: Southbound Median: Yes
20 0 0.00% 0.00% DATA ANALYSIS:
21 0 0.00% 0.00% Mean Speed: 34
22 0 0.00% 0.00% Standard Deviation: 5
23 0 0.00% 0.00% Standard error of the mean: 0.49
24 0 0.00% 0.00% 50th Percentile: 33
25 0 0.00% 0.00% 85th Percentile: 38
26 0 0.00% 0.00% 97th Percentile: 45
27 10 9.43% 9.43% 10 Mile Pace: 27 to 36
28 3 2.83% 12.26% of Samples in 10 -Mile Pace: 79.25%
29 4 3.77% 16.04% Comments:
30 9 8.49% 24.53%
31 15 14.15% 38.68%
Cumulative Frequency Distribution
120%
32 33
11 7

10.38%

6.60%

49.06%

55.66%
34 5 4.72% 60.38%
35 12 11.32% 71.70% 1(P%
36 8 7.55% 79.25% c7
37 6 5.66% 84.91%
38 39
40 41
3 1
1 3

2.83%

0.94%

0.94%

2.83%

87.74%

88.68%

89.62%

92.45%
U.

E
8D%
42 43
44 2
1 1

1.89%

0.94%

0.94%

94.34%

95.28%

96.23%
0%
3 ^Ib ^l:lj titi ti ti 3^ 3k 'b\ o° 03 V hti <P
Spot Speed, mph
45 2 1.89% 98.11%
Frequency Distribution
18 46
47 48
49 50
1 1
0 0
0 0.94%

0.94%

0.00%

0.00%

0.00%

99.06%
100.00%
100.00%
100.00%
100.00%
16 14
2 51 0 0.00% 100.00% d10
52 0 0.00% 100.00% 8
53 0 0.00% 100.00% LL 6
54 55
56 57
0 0
0 0

0.00%

0.00%

0.00%

0.00%
100.00%
100.00%
100.00%
100.00%
4 2
i i i i i i i i i ilk0
titi3 ^ro ^0 tip'
ti) '^
Spot Speed, mph
Total: 106 100%
Exhibit 5 423 Page 294 of 352

City Traffic Counters Page 1
www.ctcounters.com
Garfield Ave
Btwn Florence Ave & Ira Ave
Start 02-Jun-15 South Hour Totals North Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon . Morning Afternoon 12:00 49 110
1080
139 1502
19 106
334 1418
12:15 28 146 25 131
12:30 25 122 16 146
12:45 14 137 1' 16 515 14 139 74
01:00 14 125 24 145
01:15 18 158 15 110
01:30 17 144 11 116
01:45 8 129 57 555 15 153 65
02:00 12 140 18 164
02:15 17 164 24 177
02:30 22 263 12 196
02:45 16 230 67 797 18 168 72
03:00 24 185 17 171
03:15 20 197 17 141
03:30 29 200 20 146
03:45 15 205 88 787 22 139 76
04:00 19 207 29 176
04:15 22 184 47 154
04:30 31 240 84 166
04:45 38 155 110 786 64 136 224
05:00 28 221 42 160
05:15 44 225 83 148
05:30 45 208 124 182
05:45 57 242 174 896 102 150 351
06:00 76 227 ill 168
06:15 72 211 152 138
06:30 97 179 177 133
06:45 87 173 332 790 191 134 631
07:00 134 160 207 140
07:15 103 145 224 101
07:30 181 152 312 151
07:45 211 113 629 570 252 122 995
08:00 219 113 234 93
08:15 165 1105 207 88
08:30 133 99 179 ill
08:45 99 105 616 422 167 90 787
09:00 129 77 192 124
09:15 113 87 147 83
09:30 108 82 132 82
09:45 ill 66 461 312 146 64 617
10:00 119 66 135 77
1015 140 50 118 44
10:30 89 41 132 43
10:45 129 41 477 198 133 37 518
11:00 131 45 122 33
11: 15 142 44 121 40
11:30 124 38 114 40
11:45 1 ' 38 32 535 159 118 1 1 475
Total 3662 6788 4885 5767
Percent 35.0% 6.5.9% 45.9% 54.1%
Grand
Total 3662 6788 4885 5767
Percent 35,0% 65,0% 45.9% 54.1%
ADT ADT 21,102 AADT 21,102
Exhibit 5 424
0151111
5241
7051
597
632
640
573
514
382
353
201
124
190 1037
122 1080
139 1502
164 1384
334 1418
525 1536
963 1363
1624 1084
1403 804
1078 665
995 399
101,0_,
8547 12555

40.5% 59.5%
8547 12555

40.5% 59.5%

CITY OF BELL GARDENS
Client: AAE
Street: Garfield Avenue
Spt.Spd. Location: Florence Ave to Ira Ave Ref. # ?
Cumulative Date: 5/27/2015 Day: Wednesday
Speed Frequency Percent Percent Weather: Cloudy
Hours: 7:40 AM To 8:20 AM1300.00% 0.00%
14 0 0.00% 0.00% Number of Lanes: 02 WB / 02 BB Pea activity: MBD 15 0 0.00% 0.00% Posted Speed: 35
16 0 0.00% 0.00% Channelization: Median 2 way traffic
17 0 0.00% 0.00% Street Width: 75' Sidewalks: Yes
18 0 0.00% 0.00% Comm. /Resid.: Commercial Driveways: Yes 19 0 0.00% 0.00% Direction: Northbound Median: Yes
20 0 0.00% 0.00% DATA ANALYSIS:
21 0 0.00% 0.00% Mean Speed: 36
22 0 0.00% 0.00% Standard Deviation: 5
23 0 0.00% 0.00% Standard error of the mean: 0.48
24 0 0.00% 0.00% 50th Percentile: 36
25 3 2.75% 2.75% 85th Percentile: 42
26 3 2.75% 5.50% 97th Percentile: 46
27 1 0.92% 6.42% 10 Mile Pace: 32 to 41
28 1 0.92% 7.34% of Samples in 10 -Mile Pace: 64.22%
29 3 2.75% 10.09% Comments:
30 4 3.67% 13.76%
31 3 2.75% 1 6.51%
Cumulative Frequency Distribution
32 6 5.50% 22.02%
33 12 11.01% 33.03% 120%
34 12 11.01% 44.04%
35 5 4.59% 48.62% 1 QP%
36 7 6.42% 55.05% c7
37 8 7.34% 62.39%
38 5 4.59% 66.97%
U.
39 5 4.59% 71.56%
E4043.67% 75.23%
41 6 5.50% 80.73% 8D%
42 5 4.59% 85.32%
43 7 6.42% 91.74%
0%
3 ^Ib ^l:lj titi ti ti 3^ 3k 'b\ o° 03 V hti <P
44 3 2.75% 94.50% Spot Speed, mph
45 2 1.83% 96.33%
Frequency Distribution4621.83% 98.17%
47 0 0.00% 98.17%
48 2 1.83% 100.00% 18
49 0 0.00% 100.00%
16 14
25000.00% 100.00%
51 0 0.00% 100.00% d10
52 0 0.00% 100.00% 8
53 0 0.00% 100.00% LL 6
54 0 0.00% 100.00% 4
11 oil
55 0 0.00% 100.00%
2 56 0 0.00% 100.00%
0 3 ^1b ^O, rl' j^
AjD` nj D° Nib DrO b <j
57 0 0.00% 100.00%
Spot Speed, mph
Total: 109 100%
Exhibit 5 425 Page 296 of 352

CITY OF BELL GARDENS
Client: AAE
Street: Garfield Avenue
Spt.Spd. Location: Florence Ave to Ira Ave Ref. # ?
Cumulative Date: 5/27/2015 Day: Wednesday
Speed Frequency Percent Percent Weather: Cloudy
Hours: 7:40 AM To 8:20 AM1300.00% 0.00%
14 0 0.00% 0.00% Number of Lanes: 02 WB / 02 BB Pea activity: MBD 15 0 0.00% 0.00% Posted Speed: 35
16 0 0.00% 0.00% Channelization: Median 2 way traffic
17 0 0.00% 0.00% Street Width: 75' Sidewalks: Yes
18 0 0.00% 0.00% Comm. /Resid.: Commercial Driveways: Yes 19 0 0.00% 0.00% Direction: Southbound Median: Yes
20 0 0.00% 0.00% DATA ANALYSIS:
21 0 0.00% 0.00% Mean Speed: 36
22 0 0.00% 0.00% Standard Deviation: 5
23 0 0.00% 0.00% Standard error of the mean: 0.48
24 0 0.00% 0.00% 50th Percentile: 37
25 1 0.93% 0.93% 85th Percentile: 41
26 1 0.93% 1.87% 97th Percentile: 46
27 0 0.00% 1.87% 10 Mile Pace: 32 to 41
28 6 5.61% 7.48% of Samples in 10 -Mile Pace: 71.96%
29 3 2.80% 10.28% Comments:
30 4 3.74% 14.02%
31 3 2.80% 1 6.82%
Cumulative Frequency Distribution
32 8 7.48% 24.30%
33 7 6.54% 30.84% 120%
34 5 4.67% 35.51%
35 3 2.80% 38.32% 1(P%
36 10 9.35% 47.66% c7
37 7 6.54% 54.21%
38 13 12.15% 66.36%
U.
39 8 7.48% 73.83%
E4098.41% 82.24%
41 7 6.54% 88.79% D%
42 1 0.93% 89.72%
43 4 3.74% 93.46%
0%
3 ^Ib ^l:lj titi ti ti 3^ 3k 'b\ o° 03 V hti <P
44 3 2.80% 96.26% Spot Speed, mph
45 0 0.00% 96.26%
Frequency Distribution4610.93% 97.20%
47 0 0.00% 97.20%
48 1 0.93% 98.13% 18
49 1 0.93% 99.07%
16 14
25000.00% 99.07%
51 0 0.00% 99.07% d10
52 1 0.93% 100.00% 8
53 0 0.00% 100.00% LL 6
54 0 0.00% 100.00% 4
55 0 0.00% 100.00%
2 56 0 0.00% 100.00%
0 3 ^'0 ^0
57 0 0.00% 100.00%
Spot Speed, mph
Total: 107 100%
Exhibit 5 426 Page 297 of 352

www.ctcounters.com
Garfield Ave
Btwn Ira Ave & South City Limits
Start 10- Jun -15 South Hour Totals North Hour Totals Combined Totals Time Wed Morninq Afternoon Morninq Afternoon Morninq Afternoon Morninq Afternoon Morninq Afternoon 12:00 35 126
4606 6879
29 116
Percent 34.3% 65.7% 40.1%
12:15 40 147
Grand
3634
27 141
6879 8240 13825
Total
12:30 22 146 22 114

34.3% 65.7% 40.1% 59.9%
12:45 19 133 116 552 25 140 103 511 219 1063
01:00 18 142 13 139
01:15 13 144 19 136
01:30 14 137 26 152
01:45 10 177 55 600 13 153 71 580 126 1180
02:00 19 145 19 194
02:15 10 157 19 234
02:30 24 175 23 204
02:45 16 190 69 667 26 187 87 819 156 1486
03:00 25 178 19 184
03:15 10 192 27 190
03:30 17 195 22 194
03:45 24 181 76 746 29 161 97 729 173 1475
04:00 26 208 39 210
04:15 25 201 24 196
04:30 33 193 48 191
04:45 44 199 128 801 57 192 168 789 296 1590
05:00 45 211 56 206
05:15 61 233 46 208
05:30 69 192 69 216
05:45 73 208 248 844 90 158 261 788 509 1632
06:00 88 202 109 186
06:15 77 183 90 169
06:30 102 184 125 166
06:45 119 161 386 730 151 147 475 668 861 1398
07:00 99 178 223 173
07:15 136 172 184 167
07:30 115 138 221 158
07:45 164 145 514 633 244 121 872 619 1386 1252
08:00 177 111 239 131
08:15 144 128 203 119
08:30 142 133 192 111
08:45 155 116 618 488 203 104 837 465 1455 953
09:00 125 115 164 98
09:15 118 129 210 98
09:30 113 118 122 104
09:45 112 87 468 449 147 120 643 420 1111 869
10:00 132 82 137 84
10:15 124 75 112 85
10:30 102 52 117 73
10:45 110 59 468 268 117 63 483 305 951 573
11:00 104 52 130 52
11:15 128 35 121 53
11:30 118 39 123 50
11:45 138 42 488 168 135 31 509 186 997 354
Total 3634 6946 4606 6879 8240 13825
Percent 34.3% 65.7% 40.1% 59.9% 37.3% 62.7%
Grand
3634 6946 4606 6879 8240 13825
Total
Percent 34.3% 65.7% 40.1% 59.9% 37.3% 62.7%
ADT ADT 22,065 AADT 22,065
Exhibit 5 427 Page 298 of 352

CITY OF BELL GARDENS
Client: AAE
Street: Garfield Avenue
Spt.Spd. Location: Ira Ave to South City Limits Ref. # ? Cumulative Date: 5/27/2015 Day: Wednesday
Speed Frequency Percent Percent Weather: Cloudy
Hours: 7:00 AM To 7:40 AM1300.00% 0.00%
14 0 0.00% 0.00% Number of Lanes: 02 WB / 02 BB Pea activity: MBD 15 0 0.00% 0.00% Posted Speed: 35
16 0 0.00% 0.00% Channelization: Median 2 way traffic
17 0 0.00% 0.00% Street Width: 75' Sidewalks: Yes
18 0 0.00% 0.00% Comm. /Resid.: Commercial Driveways: Yes 19 0 0.00% 0.00% Direction: Northbound Median: Yes
20 0 0.00% 0.00% DATA ANALYSIS:
21 0 0.00% 0.00% Mean Speed: 37
22 0 0.00% 0.00% Standard Deviation: 5
23 0 0.00% 0.00% Standard error of the mean: 0.49
24 0 0.00% 0.00% 50th Percentile: 37
25 1 0.95% 0.95% 85th Percentile: 41
26 0 0.00% 0.95% 97th Percentile: 47
27 1 0.95% 1.90% 10 Mile Pace: 31 to 40
28 0 0.00% 1.90% of Samples in 10 -Mile Pace: 76.19%
29 0 0.00% 1.90% Comments:
30 3 2.86% 4.76%
31 8 7.62% 12.38%
Cumulative Frequency Distribution
32 5 4.76% 17.14%
33 11 10.48% 27.62% 120%
34 7 6.67% 34.29%
35 5 4.76% 39.05% 1(P%
36 5 4.76% 43.81% c7
37 11 10.48% 54.29%
38 8 7.62% 61.90%
U.
39 9 8.57% 70.48%
E401110.48% 80.95%
41 5 4.76% 85.71% 8D%
42 3 2.86% 88.57%
43 1 0.95% 89.52%
0%
3 ^b ^l
titi ti ti 3^ 3k 3A o° <P
44 1 0.95% 90.48% Spot Speed, mph
45 1 0.95% 91.43%
Frequency Distribution4632.86% 94.29%
47 3 2.86% 97.14%
48 3 2.86% 100.00% 18
49 0 0.00% 100.00%
16 14
25000.00% 100.00%
51 0 0.00% 100.00% d10
52 0 0.00% 100.00% 8
53 0 0.00% 100.00% LL 6
54 0 0.00% 100.00% 4
55 0 0.00% 100.00%
2 56 0 0.00% 100.00%
0 3 ^ro ^0
hti
57 Ol 0.00% 100.00%
Spot Speed, mph
Total: 105 100%
Exhibit 5 428 Page 299 of 352

CITY OF BELL GARDENS
Client: AAE
Street: Garfield Avenue
Spt.Spd. Location: Ira Ave to South City Limits Ref. # ? Cumulative Date: 5/27/2015 Day: Wednesday
Speed Frequency Percent Percent Weather: Cloudy
Hours: 7:00 AM To 7:40 AM1300.00% 0.00%
14 0 0.00% 0.00% Number of Lanes: 02 WB / 02 BB Pea activity: MBD 15 0 0.00% 0.00% Posted Speed: 35
16 0 0.00% 0.00% Channelization: Median 2 way traffic
17 0 0.00% 0.00% Street Width: 75' Sidewalks: Yes
18 0 0.00% 0.00% Comm. /Resid.: Commercial Driveways: Yes 19 0 0.00% 0.00% Direction: Southbound Median: Yes
20 0 0.00% 0.00% DATA ANALYSIS:
21 0 0.00% 0.00% Mean Speed: 37
22 0 0.00% 0.00% Standard Deviation: 6
23 0 0.00% 0.00% Standard error of the mean: 0.58
24 1 0.93% 0.93% 50th Percentile: 36
25 0 0.00% 0.93% 85th Percentile: 44
26 1 0.93% 1.87% 97th Percentile: 48
27 1 0.93% 2.80% 10 Mile Pace: 29 to 38
28 3 2.80% 5.61% of Samples in 10 -Mile Pace: 59.81%
29 4 3.74% 9.35% Comments:
30 9 8.41% 17.76%
31 5 4.67% 22.43%
Cumulative Frequency Distribution
32 4 3.74% 26.17%
33 5 4.67% 30.84% 120%
34 9 8.41% 39.25%
35 6 5.61% 44.86% 1(P%
36 8 7.48% 52.34% c7
37 8 7.48% 59.81%
38 6 5.61% 65.42%
U.
39 3 2.80% 68.22%
E4032.80% 71.03%
41 3 2.80% 73.83% 8D%
42 6 5.61% 79.44%
43 5 4.67% 84.11%
0%
3 ^b ^l:lj titi ti ti 3^ 3k 3A o°
44 8 7.48% 91.59% Spot Speed, mph
45 2 1.87% 93.46%
Frequency Distribution4632.80% 96.26%
47 0 0.00% 96.26%
48 1 0.93% 97.20% 18
49 2 1.87% 99.07%
16 14
25000.00% 99.07%
51 0 0.00% 99.07% d10
52 1 0.93% 100.00% 8
53 0 0.00% 100.00% LL 6
54 0 0.00% 100.00% 4
55 0 0.00% 100.00%
2 56 0 0.00% 100.00%
0 3 ^1b ^O, 11' j^
AjD` nj D° Nib Db b <j
57 0 0.00% 100.00%
Spot Speed, mph
Total: 107 100%
Exhibit 5 429 Page 300 of 352

City Traffic Counters
www.ctcounters.com
Start 02-Jun-15 South Hour Totals
Time Tue Morning Afternoon Morning Afternoon
12:00 15 38 37
12:15 3 40 6 33
12:30 2 36 5
12A5, 5 42 25 15
01:00 5 36
139 47
01:15 4 44
01:30 3 32
45 01:45 1 41 13 15
02:00 5 46
1 02:15 4 55
29 311
02!30 2 40
02:45 3 62 14 20
03:00 2 84
70 03:15 a 61
4 70
03:30 2 71
441
1 03:45 5 48 17 26
04:00 5 47
04:15 5 53
04:30 12 62
31 15
04:45 12 53 34 21
05:00 18 50
6 05A5 12 71
05:30 23 55
05:45 21 63 74 23
06::00 24 61
65 0615 25 46
10 42
06:30 28 57
15 06:45 33 38 110 20
07:00 44 37
215 119
07:15 74 48
07:30 98 43
57 07:45 82 43 298 17
08:00 61 35
40 08:15 41 28
206 425
08:30 30 35
08:45 26 33 158 13
09:00 35 37
42 09:15 20 43
50 41
09:30 30 29
348
63 09:45 26 14 ill 12
10:00 23 14
10:15 33 18
10:30 42 11
36 158
10:45 40 14 138 5
11:00 27 9
22 11:15 38 14
11:30 23 11
34 23
115 4
Total 1107 1957
20 Percent 36.1% 63.9%
32 19
Grand
28 Total 1107 1957
Percent 36.1% 63.9%
71 252
ADT ADT 5,972 AADT 5,972
Exhibit 5 430
g=
Jaboneria Rd
Btwn Gage Ave & Florence Ave
North Hour Totals Comb Ined Totals
orning Afternoon Morning After-noon Morning Afternoon
8 37
6 33
5 39
3 30 22 139 47 295
7 41
4 45
4 40
1 32 16 158 29 311
2 53
5 45
1 70
4 70 12 238 26 441
1 54
6 48
5 56
3 31 15 189 32 453
4 51
6 43
10 42
4 53 24 189 58 404
6 65
10 42
15 55
14 53 45 215 119 454
17 66
21 57
18 53
40 47 96 223 206 425
54 43
65 51
85 42
50 41 254 177 552 348
63 34
26 27
32 38
37 36 158 135 316 266
30 40
22 38
30 15
34 23 116 116 227 239
29 20
32 19
28 17
25 15 114 71 252 128
32 10
34 10
44 16
28 12 138 48 . . 253 91
1010 1898 2117 3855

34.7% 65.3% 35.4% 64.6%
1010 1898 2117 3855
34,7% 65.3% 35.4% 64.6%

CITY OF BELL GARDENS
Client: AAE
Street: Jaboneria Road
Spt.Spd. Location: Gage Ave to Florence Ave Ref. # ?
Cumulative Date: 6/3/2015 Day: Wednesday
Speed Frequency Percent Percent Weather: Cloudy
Hours: 10:40 AM To 11:45 AM1300.00% 0.00%
14 0 0.00% 0.00% Number of Lanes: 01 NB/01 SB Pea activity: MBD 15 0 0.00% 0.00% Posted Speed: 30
16 0 0.00% 0.00% Channelization: Skip dash 2 -way traffic 17 0 0.00% 0.00% Street Width: 40' Sidewalks: Yes
18 0 0.00% 0.00% Comm. /Resid.: Residential Driveways: Yes 19 0 0.00% 0.00% Direction: Northbound Median: No
20 0 0.00% 0.00% DATA ANALYSIS:
21 0 0.00% 0.00% Mean Speed: 31
22 1 0.95% 0.95% Standard Deviation: 4
23 1 0.95% 1.90% Standard error of the mean: 0.39
24 3 2.86% 4.76% 50th Percentile: 31
25 6 5.71% 10.48% 85th Percentile: 35
26 5 4.76% 15.24% 97th Percentile: 40
27 5 4.76% 20.00% 10 Mile Pace: 26 to 35
28 7 6.67% 26.67% of Samples in 10 -Mile Pace: 78.10%
29 7 6.67% 33.33% Comments:
30 11 1 0.48% 43.81%
31 8 7.62% 51.43%
Cumulative Frequency Distribution
32 8 7.62% 59.05%
33 9 8.57% 67.62% 120%
34 10 9.52% 77.14%
35 12 11.43% 88.57% 1(P%
36 3 2.86% 91.43% c7
37 2 1.90% 93.33%
38 2 1.90% 95.24%
U.
39 1 0.95% 96.19%
E4021.90% 98.10%
41 0 0.00% 98.10% 8D%
42 1 0.95% 99.05%
43 1 0.95% 1 00.00%
0%
3 ^b ^l:lj titi ti ti 3^ 3k 3A o° <P
44 0 0.00% 100.00% Spot Speed, mph
45 0 0.00% 100.00%
Frequency Distribution4600.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00% 18
49 0 0.00% 100.00%
16 14
25000.00% 100.00%
51 0 0.00% 100.00% d10
52 0 0.00% 100.00% 8
53 0 0.00% 100.00% LL 6
54 0 0.00% 100.00% 4
55 0 0.00% 100.00%
2 56 0 0.00% 100.00%
0 01 titi tip' ti ^ 3k ItA o° o hti 43
57 0 0.00% 100.00%
Spot Speed, mph
Total: 105 100%
Exhibit 5 431 Page 302 of 352

CITY OF BELL GARDENS
Client: AAE
Street: Jaboneria Road
Spt.Spd. Location: Gage Ave to Florence Ave Ref. # ?
Cumulative Date: 6/3/2015 Day: Wednesday
Speed Frequency Percent Percent Weather: Cloudy
Hours: 10:40 AM To 11:45 AM1300.00% 0.00%
14 0 0.00% 0.00% Number of Lanes: 01 NB/01 SB Pea activity: MBD 15 0 0.00% 0.00% Posted Speed: 30
16 0 0.00% 0.00% Channelization: Skip dash 2 -way traffic 17 0 0.00% 0.00% Street Width: 40' Sidewalks: Yes
18 0 0.00% 0.00% Comm. /Resid.: Residential Driveways: Yes 19 0 0.00% 0.00% Direction: Southbound Median: No
20 0 0.00% 0.00% DATA ANALYSIS:
21 0 0.00% 0.00% Mean Speed: 33
22 1 0.93% 0.93% Standard Deviation: 5
23 1 0.93% 1.87% Standard error of the mean: 0.48
24 1 0.93% 2.80% 50th Percentile: 32
25 4 3.74% 6.54% 85th Percentile: 39
26 5 4.67% 11.21% 97th Percentile: 42
27 7 6.54% 17.76% 10 Mile Pace: 26 to 35
28 5 4.67% 22.43% of Samples in 10 -Mile Pace: 64.49%
29 4 3.74% 26.17% Comments:
30 6 5.61% 31.78%
31 8 7.48% 39.25%
32 12 11.21% 50.47%
Cumulative Frequency Distribution
33 10 9.35% 59.81% 120%
34 7 6.54% 66.36%
35 5 4.67% 71.03% 1(P%
36 4 3.74% 74.77% c7
37 5 4.67% 79.44%
38 5 4.67% 84.11%
U.
39 4 3.74% 87.85%
E4054.67% 92.52%
41 3 2.80% 95.33% 8D%
42 3 2.80% 98.13%
43 0 0.00% 98.13%
0%
3 ^b ^
titi 1P ti 3'` 3k 3A 0° 03 0 0 hti <P
44 2 1.87% 100.00% Spot Speed, mph
45 0 0.00% 100.00%
Frequency Distribution4600.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00% 18
49 0 0.00% 100.00%
16 14
25000.00% 100.00%
51 0 0.00% 100.00% d10
52 0 0.00% 100.00% 8
53 0 0.00% 100.00% LL 6
54 0 0.00% 100.00% 4
55 0 0.00% 100.00%
2 56 0 0.00% 100.00%
0 3 ^1b ^O, 11' j^
AjD` It t<' t<' Nib b t<' <j
57 0 0.00% 100.00%
Spot Speed, mph
Total: 107 100%
Exhibit 5 432 Page 303 of 352

Exhibit 5 433
City Traffic Counters Page 1
www.ctcounters.com
Jaboneria Rd
Btwnt Florence Ave & Eastern Ave
Start 02-Jun-15 North Hcur Totals South Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Affernoon Morning Afternoon 12:00 4 44 5 35
12:15 3 37 2 27
12:30 3 32 3 33
12:45 5 37 15 150 3 34 13 129 28 279
01:00 2 43 1 32
01:15 5 48 2 41
01:30 6 57 2 40
01:45 0 59 13 207 1 46 6 159 19 366
02:00 1 39 3 51
02;15 2 67 4 34
02:30 2 80 1 52
02:45 6 82 11 268 3 56 11 193 22 461
03:00 2 72 3 41
03:15 3 51 2 20
03:30 3 37 5 23

03.46 7 33 15 193 5 10 15 94 30 287
04:00 4 57 2 41
04:15 10 37 7 35
04:30 4 48 4 37
04A5 10 45 28 187 6 28 19 141 47 328
05:00 8 53 9 28
05:15 12 53 12 24
05:30 32 47 19 38
05:45 2,4 60 76 213 15 44 55 134 131 347
06:00 19 48 22 45
06:15 22 61 20 37
06:30 21 55 25 45
06:45 46 54 108 218 21 48 88 175 196 393
07:00 63 48 51 35
07:15 75 43 83 31
07!30 79 40 95 30
07:45 59 40 276 171 130 28 359 124 635 29508:00 61 44 70 28 08:15 35 34 43 24
08:30 28 29 35 23
08:45 50 18 174 125 38 22 186 97 360 22209W29412429
09,15 30 31 24 22
0930 42 26 39 21
09:45 25 25 126 123 24 24 111 96 237 21910:00 20 26 21 18 10:15 40 21 31 15
10:30 47 19 31 16
10:45 25 10 132 76 32 11 115 60 247 136
11:00 25 12 22 12
11:15 32 11 33 a
11:30 43 11 36 6
11:45
i --
41 4 141
1 38 28 6 11.9 32 260 70ToW111519691097143422123-40Percent36.2% 638% 43.3% 56.7% 39.4% 60.6% Grand
Total 1115 1969 1097 1434 2212 3403
Percent 36.2% 63.8% 43.3% 56.7% 39.4% 60.6%
ADT ADT 5,615 AADT 5,615
Exhibit 5 433 Page 304 of 352

CITY OF BELL GARDENS
Client: AAE
Street: Jaboneria Road
Spt.Spd. Location: Florence Ave to Eastern Ave Ref. # ? Cumulative Date: 6/4/2015 Day: Thursday
Speed Frequency Percent Percent Weather: Cloudy
Hours: 8:15 AM To 9:15 AM1300.00% 0.00%
14 0 0.00% 0.00% Number of Lanes: 01 NB/01 SB Pea activity: MBD 15 0 0.00% 0.00% Posted Speed: 30
16 0 0.00% 0.00% Channelization: Skip dash 2 -way traffic 17 0 0.00% 0.00% Street Width: 40' Sidewalks: Yes
18 0 0.00% 0.00% Comm. /Resid.: Residential Driveways: Yes 19 0 0.00% 0.00% Direction: Northbound Median: No
20 0 0.00% 0.00% DATA ANALYSIS:
21 0 0.00% 0.00% Mean Speed: 29
22 1 0.96% 0.96% Standard Deviation: 4
23 4 3.85% 4.81% Standard error of the mean: 0.39
24 6 5.77% 10.58% 50th Percentile: 28
25 11 10.58% 21.15% 85th Percentile: 33
26 8 7.69% 28.85% 97th Percentile: 37
27 8 7.69% 36.54% 10 Mile Pace: 24 to 33
28 14 13.46% 50.00% of Samples in 10 -Mile Pace: 83.65% 29 8 7.69% 57.69% Comments:
30 10 9.62% 67.31%
31 8 7.69% 75.00%
Cumulative Frequency Distribution
32 9 8.65% 83.65%
33 5 4.81% 88.46% 120%
34 4 3.85% 92.31%
35 2 1.92% 94.23% 1(P%
36 1 0.96% 95.19% c7
37 2 1.92% 97.12%
38 1 0.96% 98.08%
U.
39 1 0.96% 99.04%
E4010.96% 100.00%
41 0 0.00% 100.00% 8D%
42 0 0.00% 100.00%
43 0 0.00% 100.00%
0%
3 ^b ^l:lj titi ti ti 3^ 3k 3A o° 03 <P
44 0 0.00% 100.00% Spot Speed, mph
45 0 0.00% 100.00%
Frequency Distribution4600.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00% 18
49 0 0.00% 100.00%
16 14
25000.00% 100.00%
51 0 0.00% 100.00% d10
52 0 0.00% 100.00% 8
53 0 0.00% 100.00% LL 6
54 0 0.00% 100.00% 4
55 0 0.00% 100.00%
2 56 0 0.00% 100.00%
0 3 ^ ^01 titi tip' ti ^ 3k ItA o°
57 0 0.00% 100.00%
Spot Speed, mph
Total: 104 100%
Exhibit 5 434 Page 305 of 352

CITY OF BELL GARDENS
Client: AAE
Street: Jaboneria Road
Spt.Spd. Location: Florence Ave to Eastern Ave Ref. # ? Cumulative Date: 6/4/2015 Day: Thursday
Speed Frequency Percent Percent Weather: Cloudy
Hours: 8:15 AM To 9:15 AM1300.00% 0.00%
14 0 0.00% 0.00% Number of Lanes: 01 NB/01 SB Pea activity: MBD 15 0 0.00% 0.00% Posted Speed: 30
16 0 0.00% 0.00% Channelization: Skip dash 2 -way traffic 17 0 0.00% 0.00% Street Width: 40' Sidewalks: Yes
18 0 0.00% 0.00% Comm. /Resid.: Residential Driveways: Yes 19 0 0.00% 0.00% Direction: Southbound Median: No
20 0 0.00% 0.00% DATA ANALYSIS:
21 0 0.00% 0.00% Mean Speed: 29
22 0 0.00% 0.00% Standard Deviation: 3
23 2 1.92% 1.92% Standard error of the mean: 0.29
24 4 3.85% 5.77% 50th Percentile: 29
25 15 14.42% 20.19% 85th Percentile: 32
26 10 9.62% 29.81% 97th Percentile: 35
27 10 9.62% 39.42% 10 Mile Pace: 24 to 33
28 10 9.62% 49.04% of Samples in 10 -Mile Pace: 88.46%
29 10 9.62% 58.65% Comments:
30 11 10.58% 69.23%
31 9 8.65% 77.88%
Cumulative Frequency Distribution
32 8 7.69% 85.58%
33 5 4.81% 90.38% 120%
34 4 3.85% 94.23%
35 3 2.88% 97.12% 1(P%
36 1 0.96% 98.08% c7
37 1 0.96% 99.04%
38 0 0.00% 99.04%
U.
39 1 0.96% 100.00%
E4000.00% 100.00%
41 0 0.00% 100.00% 8D%
42 0 0.00% 100.00%
43 0 0.00% 100.00%
0%
3 ^b ^l:lj titi 1P ti 3'` 174, 3A 0° 0 0 0 hti <P
44 0 0.00% 100.00% Spot Speed, mph
45 0 0.00% 100.00%
Frequency Distribution4600.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00% 18
49 0 0.00% 100.00%
16 14
25000.00% 100.00%
51 0 0.00% 100.00% d10
52 0 0.00% 100.00% 8 Lit5300.00% 100.00% LL 6
54 0 0.00% 100.00% 4
I
55 0 0.00% 100.00%
2 56 0 0.00% 100.00%
0 3 ^ro ^0 titi tip' ti ^ 3k o°
571 01 0.00% 100.00%
Spot Speed, mph
Total: 104 100%
Exhibit 5 435 Page 306 of 352

Exhibit 5 436
City Traffic Counters Page 1
www.ctcounters.com
Park Lane
Btwn Garfield Ave & Gotham St
Start 02-Jun-15 East Hour Totals West Hour Totals Combined Totals The Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 2 26 1 55
12:15 0 15 3 40
12:30 7 21 1 36
12:45 5 21 14 83 0 28 5 159 19 242
01:00 3 24 2 21
01-15 5 21 0 29
01!30 0 15 0 29
01:45 4 18 12 78 1 35 3 114 15 192
02:00 4 21 0 38
0215 6 21 0 19
02:30 0 20 3 42
02:45 4 23 14 85 1 42 4 141 18 226
03:00 2 25 0 31
03:15 0 28 0 32
03:30 8 22 0 39
03:45 0 23 10 98 0 41 0 143 10 241
04:00 1 15 0 48
04:15 0 26 2 45
04:30 0 22 6 40
04:45 2 28 3 91 0 23 8 156 11 247
05:00 0 24 1 35
05:15 5 21 6 39
05:30 12 24 5 46
05:45 17 30 34 99 4 55 16 175 50 274
06:00 6 32 4 60
06:15 10 30 8 75
06:30 7 31 15 51
06:45 6 34 29 127 11 40 38 226 67 353
07:00 15 26 28 40
07:15 25 24 35 49
07:30 23 38 38 54
07:45 35 28 98 116 75 35 176 178 274 294
08:00 49 25 75 32
08:15 34 20 54 30
08:30 28 12 29 22
08:45 25 26 136 83 36 24 194 108 330 191
09:00 15 33 34 36
09:15 18 15 31 27
09:30 21 19 28 12
09:45 20 13 74 80 35 15 128 90 202 170
10:00 25 11 21 7
10:15 24 13 26 4
10:30 14 8 24 6
10:45 16 5 79 37 15 7 86 24 165 61
11:00 16 6 16 1
11-15 15 0 35 2
11:30 24 4 26 0
11:45 20 1 75 17. 32 2 109 5 184 16
Total 578 988 767 1519 1345 . .. .... 25 - 07
Percent 36.9% 63.1% 33.6% 66.4% 34.9% 65.1%
Grand
Total 578 988 767 1519 1345 2507
Percent 36.9% 63.1% 33.6% 66.4% 34.9% 65.1%
ADT ADT 3,852 AADT 3,852
Exhibit 5 436 Page 307 of 352

CITY OF BELL GARDENS
Client: AAE
Street: Park Lane
Spt.Spd. Location: Garfield Ave to Gotham St Ref. # ?
Cumulative Date: 6/2/2015 Day: Tuesday
Speed Frequency Percent Percent Weather: Sunny
Hours: 12:50 PM To 2:00 PM1300.00% 0.00%
14 0 0.00% 0.00% Number of Lanes: 01 NB/01 SB Pea activity: MBD 15 0 0.00% 0.00% Posted Speed: 30
16 0 0.00% 0.00% Channelization: Skip dash 2 -way traffic 17 0 0.00% 0.00% Street Width: 40' Sidewalks: Yes
18 0 0.00% 0.00% Comm.ixesid.: Residential Driveways: Yes 19 1 0.96% 0.96% Direction: Eastbound Median: No
20 13 12.50% 13.46% DATA ANALYSIS:
21 13 12.50% 25.96% Mean Speed: 25
22 8 7.69% 33.65% Standard Deviation: 4
23 5 4.81% 38.46% Standard error of the mean: 0.39
24 8 7.69% 46.15% 50th Percentile: 25
25 6 5.77% 51.92% 85th Percentile: 30
26 7 6.73% 58.65% 97th Percentile: 34
27 5 4.81% 63.46% 10 Mile Pace: 20 to 29
28 13 12.50% 75.96% of Samples in 10 -Mile Pace: 81.73% 29 7 6.73% 82.69% Comments:
30 7 6.73% 89.42%
31 3 2.88% 92.31%
Cumulative Frequency Distribution
32 2 1.92% 9423%
33 1 0.96% 95.19% 120%
34 2 1.92% 97.12%
35 1 0.96% 98.08% 1 QP%
36 1 0.96% 99.04% c7
37 1 0.96% 100.00%
38 0 0.00% 100.00%
U.
39 0 0.00% 100.00%
E4000.00% 100.00%
41 0 0.00% 100.00% 8D%
42 0 0.00% 100.00%
43 0 0.00% 100.00%
0%
3 ^b ^l:lj titi ti ti 3^ 3k 3A o° <P
44 0 0.00% 100.00% Spot Speed, mph
45 0 0.00% 100.00%
Frequency Distribution4600.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00% 18
49 0 0.00% 100.00%
16 14
25000.00% 100.00%
51 0 0.00% 100.00% d10
52 0 0.00% 100.00% 8
53 0 0.00% 100.00% LL 6
54 0 0.00% 100.00% 4
55 0 0.00% 100.00%
2 56 0 0.00% 100.00%
0 3 ^1b ^O, titi tip' ti ^ 3k o° Nlb b o
57 0 0.00% 100.00%
Spot Speed, mph
TTotal: 104 100%
Exhibit 5 437 Page 308 of 352

CITY OF BELL GARDENS
Client: AAE
Street: Park Lane
Spt.Spd. Location: Garfield Ave to Gotham St Ref. # ?
Cumulative Date: 6/2/2015 Day: Tuesday
Speed Frequency Percent Percent Weather: Sunny
Hours: 12:50 PM To 2:00 PM1300.00% 0.00%
14 0 0.00% 0.00% Number of Lanes: 01 NB/01 SB Pea activity: MBD 15 0 0.00% 0.00% Posted Speed: 30
16 0 0.00% 0.00% Channelization: Skip dash 2 -way traffic 17 0 0.00% 0.00% Street Width: 40' Sidewalks: Yes
18 0 0.00% 0.00% Comm.ixesid.: Residential Driveways: Yes 19 1 0.97% 0.97% Direction: Westbound Median: No
20 6 5.83% 6.80% DATA ANALYSIS:
21 11 10.68% 17.48% Mean Speed: 27
22 5 4.85% 22.33% Standard Deviation: 4
23 8 7.77% 30.10% Standard error of the mean: 0.39
24 7 6.80% 36.89% 50th Percentile: 26
25 5 4.85% 41.75% 85th Percentile: 32
26 11 10.68% 52.43% 97th Percentile: 35
27 7 6.80% 59.22% 10 Mile Pace: 21 to 30
28 6 5.83% 65.05% of Samples in 10 -Mile Pace: 71.84%
29 6 5.83% 70.87% Comments:
30 8 7.77% 78.64%
31 6 5.83% 84.47%
Cumulative Frequency Distribution
32 7 6.80% 91.26%
33 3 2.91% 94.17% 120%
34 2 1.94% 96.12%
35 2 1.94% 98.06% 1 QP%
36 0 0.00% 98.06% c7
37 1 0.97% 99.03%
38 0 0.00% 99.03%
U.
39 1 0.97% 100.00%
E4000.00% 100.00%
41 0 0.00% 100.00% 8D%
42 0 0.00% 100.00%
43 0 0.00% 100.00%
0%
3 ^b ^
titi ti ti 3^ 3k 3A o° <P
44 0 0.00% 100.00% Spot Speed, mph
45 0 0.00% 100.00%
Frequency Distribution4600.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00% 18
49 0 0.00% 100.00%
16 14
25000.00% 100.00%
51 0 0.00% 100.00% d10
52 0 0.00% 100.00% 8 Li5300.00% 100.00% LL 6
54 0 0.00% 100.00% 4
11 55 0 0.00% 100.00%
2 56 0 0.00% 100.00%
0 3 ^ro ^0
57 0 0.00% 100.00%
Spot Speed, mph
Total: 103 100%
Exhibit 5 438 Page 309 of 352

www.ctcounters.com
Scout Ave
Btwn Foster Bridge Blvd & Florence Place
Start 10- Jun -15 South Hour Totals North Hour Totals Combined Totals Time Wed Morninq Afternoon Morninq Afternoon Morninq Afternoon Morninq Afternoon Morninq Afternoon 12:00 3 38
1063 2030
1 47
Percent 42.1% 57.9% 34.4%
12:15 9 35
Grand
1433
7 48
2030 2496 4003
Total
12:30 3 37 4 48

42.1% 57.9% 34.4% 65.6%
12:45 4 44 19 154 1 54 13 197 32 351
01:00 0 43 3 30
01:15 4 43 6 45
01:30 5 41 3 33
01:45 5 33 14 160 2 48 14 156 28 316
02:00 3 52 5 53
02:15 6 76 4 61
02:30 6 55 4 51
02:45 2 55 17 238 8 42 21 207 38 445
03:00 1 61 6 61
03:15 6 71 5 59
03:30 12 50 8 57
03:45 11 69 30 251 9 62 28 239 58 490
04:00 21 50 9 53
04:15 17 62 8 65
04:30 21 61 18 70
04:45 25 65 84 238 14 59 49 247 133 485
05:00 20 52 9 62
05:15 19 71 17 70
05:30 31 51 23 67
05:45 28 49 98 223 18 65 67 264 165 487
06:00 42 73 26 58
06:15 27 44 42 61
06:30 33 52 41 42
06:45 46 64 148 233 26 39 135 200 283 433
07:00 50 61 22 42
07:15 62 42 36 47
07:30 64 37 37 39
07:45 71 31 247 171 47 37 142 165 389 336
08:00 106 34 67 40
08:15 87 28 55 37
08:30 52 32 47 35
08:45 72 17 317 111 44 26 213 138 530 249
09:00 51 24 38 26
09:15 39 26 33 39
09:30 43 23 28 24
09:45 45 13 178 86 40 27 139 116 317 202
10:00 42 34 21 13
10:15 35 16 31 15
10:30 28 16 24 13
10:45 19 11 124 77 23 18 99 59 223 136
11:00 31 7 40 13
11:15 39 7 24 7
11:30 49 8 37 8
11:45 38 9 157 31 42 14 143 42 300 73
Total 1433 1973 1063 2030 2496 4003
Percent 42.1% 57.9% 34.4% 65.6% 38.4% 61.6%
Grand
1433 1973 1063 2030 2496 4003
Total
Percent 42.1% 57.9% 34.4% 65.6% 38.4% 61.6%
ADT ADT 6,499 AADT 6,499
Exhibit 5 439 Page 310 of 352

CITY OF BELL GARDENS
Client: AAE
Street: Scout Avenue
Spt.Spd. Location: Foster Bridge Blvd to Florence PI Ref. # ? Cumulative Date: 5/28/2015 Day: Thursday
Speed Frequency Percent Percent Weather: Partly Cloudy
Hours: 1:35 PM To 2:30 PM1300.00% 0.00%
14 0 0.00% 0.00% Number of Lanes: 01 N13/01 SB Pea activity: MLD 15 0 0.00% 0.00% Posted Speed: 30
16 0 0.00% 0.00% Channelization: Skip dash 2 -way traffic 17 0 0.00% 0.00% Street Width: 60' Sidewalks: Yes
18 0 0.00% 0.00% Comm./Resid.: Industrial Driveways: Yes 19 0 0.00% 0.00% Direction: Northbound Median: No
20 0 0.00% 0.00% DATA ANALYSIS:
21 2 1.90% 1.90% Mean Speed: 32
22 1 0.95% 2.86% Standard Deviation: 5
23 1 0.95% 3.81% Standard error of the mean: 0.49
24 3 2.86% 6.67% 50th Percentile: 32
25 4 3.81% 10.48% 85th Percentile: 38
26 4 3.81% 14.29% 97th Percentile: 43
27 4 3.81% 18.10% 10 Mile Pace: 28 to 37
28 7 6.67% 24.76% of Samples in 10 -Mile Pace: 65.71%
29 6 5.71% 30.48% Comments:
30 13 12.38% 42.86%
31 7 6.67% 49.52%
Cumulative Frequency Distribution
32 5 4.76% 54.29%
33 9 8.57% 62.86% 120%
34 6 5.71% 68.57%
35 6 5.71% 74.29% 1(P%
36 5 4.76% 79.05% c7
37 5 4.76% 83.81%
38 3 2.86% 86.67%
U.
39 4 3.81% 90.48%
E% 40 3 2.86% 93.33%
41 2 1.90% 95.24% 8D%
42 1 0.95% 96.19%
43 2 1.90% 98.10%
0%
3 ^b ^
titi 1P ti 3'` 3k 3A 0° 03 0 0 hti <P
44 1 0.95% 99.05% Spot Speed, mph
45 1 0.95% 100.00%
Frequency Distribution4600.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00% 18
49 0 0.00% 100.00%
16 14
25000.00% 100.00%
51 0 0.00% 100.00% d10
52 0 0.00% 100.00% 8
53 0 0.00% 100.00% LL 6
54 0 0.00% 100.00% 4
55 0 0.00% 100.00%
2 56 0 0.00% 100.00%
0 3 ^1b ^O, 11' j^
AjD` nj t<' Nib b t<' <j
57 0 0.00% 100.00%
Spot Speed, mph
Total: 105 100%
Exhibit 5 440 Page 311 of 352

CITY OF BELL GARDENS
Client: AAE
Street: Scout Avenue
Spt.Spd. Location: Foster Bridge Blvd to Florence PI Ref. # ? Cumulative Date: 5/28/2015 Day: Thursday
Speed Frequency Percent Percent Weather: Partly Cloudy
Hours: 1:35 PM To 2:30 PM1300.00% 0.00%
14 0 0.00% 0.00% Number of Lanes: 01 N13/01 SB Pea activity: MLD 15 0 0.00% 0.00% Posted Speed: 30
16 0 0.00% 0.00% Channelization: Skip dash 2 -way traffic 17 0 0.00% 0.00% Street Width: 60' Sidewalks: Yes
18 0 0.00% 0.00% Comm./Resid.: Industrial Driveways: Yes 19 0 0.00% 0.00% Direction: Southbound Median: No
20 2 1.90% 1.90% DATA ANALYSIS:
21 4 3.81% 5.71% Mean Speed: 31
22 3 2.86% 8.57% Standard Deviation: 6
23 3 2.86% 11.43% Standard error of the mean: 0.59
24 4 3.81% 15.24% 50th Percentile: 31
25 3 2.86% 18.10% 85th Percentile: 37
26 3 2.86% 20.95% 97th Percentile: 45
27 6 5.71% 26.67% 10 Mile Pace: 27 to 36
28 6 5.71% 32.38% of Samples in 10 -Mile Pace: 62.86%
29 7 6.67% 39.05% Comments:
30 9 8.57% 47.62%
31 12 11.43% 59.05%
32 10 9.52% 68.57%
Cumulative Frequency Distribution
33 4 3.81% 72.38% 120%
34 4 3.81% 76.19%
35 4 3.81% 80.00% 1(P%
36 4 3.81% 83.81% c7
i3732.86% 86.67%
38 3 2.86% 89.52%
U.
39 1 0.95% 90.48%
E4010.95% 91.43%
41 0 0.00% 91.43%
42 3 2.86% 94.29%
43 1 0.95% 95.24%
0%
3 ^b ^l:lj titi ti ti 3^ 3k 3A o° <P
44 1 0.95% 96.19% Spot Speed, mph
45 2 1.90% 98.10%
Frequency Distribution4610.95% 99.05%
47 1 0.95% 100.00%
48 0 0.00% 100.00% 18
49 0 0.00% 100.00%
16 14
25000.00% 100.00%
51 0 0.00% 100.00% d10
52 0 0.00% 100.00% 8
53 0 0.00% 100.00% LL 6
54 0 0.00% 100.00% 4
55 0 0.00% 100.00%
2 56 0 0.00% 100.00%
0 3 ^1b NO,
j^
AjD` nj D° Nib Db b <j
57 0 0.00% 100.00%
Spot Speed, mph
Total: 105 100%
Exhibit 5 441 Page 312 of 352

Exhibit 5 442
City Traffic Counters Page 1
www.ctcounters.com
Scout Ave
Btwn Florence Place Florence Ave
Stark 02- .Jun -15 North Hour Totals South Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12,:00 5 59 3 2.3
12:15 8 46 1 22
12:30 8 60 5 34
12:45 2 55 23 220 3 32 12 111 35 331
01:00 9 37 0 34
01:15 2 61 3 22
01:30 0 70 1 39
01:45 4 62 15 230 12 34 16 129 31 359
02:00 9 59 3 34
02:15 0 56 3 32
02:30 3 57 1 34
02:45 13 79 25 251 2 43 9 1'43 34 394
03:00 2 78 8 43
03:15 10 59 10 39
03:30 3 69 9 45
03:45 1 63 16 269 13 41 40 168 56 437
04:.00 5 49 14 43
04:15 11 57 12 43
04:30 35 64 11 49
04:45 26 41 77 211 13 55 50 190 127 401
05:00 31 59 16 44
05:15 41 69 14 51
05:30 45 65 14 48
05:45 67 57 184 250 17 42 61 185 245 435
06:00 69 41 27 45
06:15 62 41 25 35
0630 85 30 21 27
06:45 52 30 268 142 52 46 125 153 393 295
07:00 40 37 41 36
0715 59 37 40 20
07:30 64 52 50 27
07:45 84 29 247 155 60 18 191 101 438 256
08:00 58 27 47 14
08:15 42 23 25 15
08:30 35 2.8 30 15
08:45 24 31 159 109 43 12 145 56 304 165
09:00 37 39 32 8
09:15 45 44 25 7
09:30 46 12 40 10
09:45 36 25 164 120 31 8 128 33 292 153
10:00 41 20 21 5
10:15 30 7 25 9
10:30 28 9 24 7
10:45 27 9 126 45 22 6 92 27' 218 72

11.00 50 12 26 1
11:15 24 16 23 4
11:30 40 9 23 0
11:45 4 5 157 42. 36 3' 108 8 265 50
Total 1451 2044 977 1304 2438 3348
Percent 41.7% 58.3% 42.8% 57.2% 42.1 % 57.9%
Grand
Total
1461 2044 977 1304 2438 3348.

Percent 41.7% 58,3% 42.8% 57.2,% 42.1% 57.9%
ADT ADT 5,786 AADT 5,786
Exhibit 5 442 Page 313 of 352

CITY OF BELL GARDENS
Client: AAE
Street: Scout Avenue
Spt.Spd. Location: Florence PI to Florence Ave Ref. # ? Cumulative Date: 6/3/2015 Day: Wednesday
Speed Frequency Percent Percent Weather: Cloudy
Hours: 11:45 AM To 1:00 PM1300.00% 0.00%
14 0 0.00% 0.00% Number of Lanes: 01 NB/01 SB Pea activity: MBD 15 0 0.00% 0.00% Posted Speed: 30
16 0 0.00% 0.00% Channelization: Skip dash 2 -way traffic 17 0 0.00% 0.00% Street Width: 60' Sidewalks: Yes
18 0 0.00% 0.00% Comm. /Resid.: Ind/Comm Driveways: Yes 19 0 0.00% 0.00% Direction: Northbound Median: No
20 0 0.00% 0.00% DATA ANALYSIS:
21 0 0.00% 0.00% Mean Speed: 31
22 0 0.00% 0.00% Standard Deviation: 4
23 0 0.00% 0.00% Standard error of the mean: 0.39
24 1 0.95% 0.95% 50th Percentile: 31
25 4 3.81% 4.76% 85th Percentile: 36
26 5 4.76% 9.52% 97th Percentile: 40
27 6 5.71% 15.24% 10 Mile Pace: 26 to 35
28 10 9.52% 24.76% of Samples in 10 -Mile Pace: 80.00%
29 10 9.52% 34.29% Comments:
30 10 9.52% 43.81%
31 10 9.52% 53.33%
32 13 12.38% 65.71%
Cumulative Frequency Distribution
33 9 8.57% 74.29% 120%
34 5 4.76% 79.05%
35 6 5.71% 84.76% 1(P%
36 3 2.86% 87.62% c7
37 3 2.86% 90.48%
38 3 2.86% 93.33%
U.

W%
39 3 2.86% 96.19%
E4032.86% 99.05%
41 1 0.95% 1 00.00% 8D%
42 0 0.00% 100.00%
43 0 0.00% 100.00%
0%
3 ^b ^l:lj titi 1P ti 3'` 174, 3A 0° 0 0 0 hti <P
44 0 0.00% 100.00% Spot Speed, mph
45 0 0.00% 100.00%
Frequency Distribution4600.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00% 18
49 0 0.00% 100.00%
16 14
25000.00% 100.00%
51 0 0.00% 100.00% d10
52 0 0.00% 100.00% 8
53 0 0.00% 100.00% LL 6
54 0 0.00% 100.00% 4
55 0 0.00% 100.00%
2 56 0 0.00% 100.00%
0 3 ^1b ^O, titi tip' ti ^ 3k o° Nlb 0 o hti 1 p
571 01 0.00%1 100.00%
Spot Speed, mph
TTotal: 105 100%
Exhibit 5 443 Page 314 of 352

CITY OF BELL GARDENS
Client: AAE
Street: Scout Avenue
Spt.Spd. Location: Florence PI to Florence Ave Ref. # ? Cumulative Date: 6/3/2015 Day: Wednesday
Speed Frequency Percent Percent Weather: Cloudy
Hours: 11:45 AM To 1:00 PM1300.00% 0.00%
14 0 0.00% 0.00% Number of Lanes: 01 NB/01 SB Pea activity: MBD 15 0 0.00% 0.00% Posted Speed: 30
16 0 0.00% 0.00% Channelization: Skip dash 2 -way traffic 17 0 0.00% 0.00% Street Width: 60' Sidewalks: Yes
18 0 0.00% 0.00% Comm. /Resid.: Ind/Comm Driveways: Yes 19 0 0.00% 0.00% Direction: Southbound Median: No
20 0 0.00% 0.00% DATA ANALYSIS:
21 0 0.00% 0.00% Mean Speed: 30
22 0 0.00% 0.00% Standard Deviation: 3
23 0 0.00% 0.00% Standard error of the mean: 0.3
24 3 2.91% 2.91% 50th Percentile: 30
25 5 4.85% 7.77% 85th Percentile: 33
26 10 9.71% 17.48% 97th Percentile: 37
27 6 5.83% 23.30% 10 Mile Pace: 25 to 34
28 8 7.77% 31.07% of Samples in 10 -Mile Pace: 90.29%
29 15 14.56% 45.63% Comments:
30 15 14.56% 60.19%
31 15 14.56% 74.76%
32 10 9.71% 84.47%
Cumulative Frequency Distribution
33 5 4.85% 89.32% 120%
34 4 3.88% 93.20%
35 2 1.94% 95.15% 1(P%
36 1 0.97% 96.12% c7
37 3 2.91% 99.03%
38 1 0.97% 100.00%
U.
39 0 0.00% 100.00%
E4000.00% 100.00%
41 0 0.00% 100.00% 8D%
42 0 0.00% 100.00%
43 0 0.00% 100.00%
0%
3 ^b ^
titi ti ti 3^ 3k 3A o° <P
44 0 0.00% 100.00% Spot Speed, mph
45 0 0.00% 100.00%
Frequency Distribution4600.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00% 18
49 0 0.00% 100.00%
16 IN14
25000.00% 100.00%
51 0 0.00% 100.00% d10
52 0 0.00% 100.00% 8
53 0 0.00% 100.00% LL 6
54 0 0.00% 100.00% 4
55 0 0.00% 100.00%
2 56 0 0.00% 100.00%
0 3 ^ ^01 titi tip' ti ^ 3k ItA o°
57 0 0.00% 100.00%
Spot Speed, mph
Total: 103 100%
Exhibit 5 444 Page 315 of 352

Exhibit 5 445
City Traffic Counters Page 1
www.ctcounters.com
Scout Ave
Btwn Florence Place & Gotham St
Start 02-Jun-15 East Hour Totals West Hour Totals Combined Totals The Toe Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 3 15 5 37
12:15 0 15 3 20
12:30 5 19 1 20
12:45 2 21 10 70 3 V 12 94 22 164
01:00 7 13 6 25
01:15 2 17 1 15
01:30 1 10 1 11
011:45 2 20 12 60 5 24 13 75 25 135
02:00 1 15 0 19
02:15 4 15 5 15
02:30 0 22 3 17
02:45 3 24 8 76 3 23 11 74 19 150
03:00 2 20 2 18
03:15 0 11 0 18
03:30 3 13 2 38
03:45 4 16 9 60 1 15 5 89 14 149
04:00 2 14 1 18
04:15 0 11 2 17
04:30 2 22 5 29
04:45 1 28 5 75 3 23 11 87 16 162
06:00 1 14 1 34
05:15 6 26 14 41
05:30 8 20 10 37
05:45 13 23 28 83 16 4,8 41 160 69 243
06:00 7 23 7 51
06:15 13 33 16 40
06:30 2 16 11 22
06:45 14 26 36 98 17 64 51 177 87 275
07:00 13 35 16 53
07:15 23 25 31 59
07:30 25 41 26 56
07:45 22 19 83 120 48 33 121 201 204 321
08:00 19 1, 9 35 36
08:15 19 22 36 27
08:30 19 20 34 21
08:45 13, 22 70 83 19 35 124 119 194 202
09:00 15 45 20 52
09:15 17 13 22 34
09:30 10 11 8 20
09:45 10 10 52 79 15 23 65 129 117 208
10:00 10 6 19 9
1015 9 4 23 7
10:30 23 1 14 12
10:45 11 4 53 15 22 14 78 42 131 57
11:00 13 4 18 2
11:15 15 0 25 4
11:30 10 5 15 4

13. 2 51 11 17 2 75 12 126 23
Total 417 830 607 1259 1024 20 - B9
Percent 33.4%, 66.6% 32.5% 67,5% 32.9% 67.1%
Grand
Total 417 830 607 1259 1024 2089
Percent 33.4% 66.6% 32.5% 67.5% 32.9% 67.1%
ADT ALIT 3,113 AADT 3,113
Exhibit 5 445 Page 316 of 352

CITY OF BELL GARDENS
Client: AAE
Street: Scout Avenue
Spt.Spd. Location: Florence Ave to Gotham St Ref. # ?
Cumulative Date: 6/4/2015 Day: Thursday
Speed Frequency Percent Percent Weather: Cloudy
Hours: 7:00 AM To 8:15 AM1300.00% 0.00%
14 0 0.00% 0.00% Number of Lanes: 01 NB/01 SB Pea activity: MBD 15 0 0.00% 0.00% Posted Speed: 30
16 0 0.00% 0.00% Channelization: Skip dash 2 -way traffic 17 0 0.00% 0.00% Street Width: 40' Sidewalks: Yes
18 0 0.00% 0.00% Comm.ixesid.: Residential Driveways: Yes 19 0 0.00% 0.00% Direction: Northbound Median: No
20 0 0.00% 0.00% DATA ANALYSIS:
21 0 0.00% 0.00% Mean Speed: 31
22 0 0.00% 0.00% Standard Deviation: 3
23 0 0.00% 0.00% Standard error of the mean: 0.29
24 0 0.00% 0.00% 50th Percentile: 31
25 5 4.63% 4.63% 85th Percentile: 35
26 4 3.70% 8.33% 97th Percentile: 38
27 4 3.70% 12.04% 10 Mile Pace: 26 to 35
28 6 5.56% 17.59% of Samples in 10 -Mile Pace: 82.41%
29 13 12.04% 29.63% Comments:
30 15 13.89% 43.52%
31 10 9.26% 52.78%
32 10 9.26% 62.04%
Cumulative Frequency Distribution
33 12 11.11% 73.15% 120%
34 7 6.48% 79.63%
35 8 7.41% 87.04% 1QP%
36 4 3.70% 90.74% c7
37 4 3.70% 94.44%
38 3 2.78% 97.22%
U.
39 2 1.85% 99.07%
E4010.93% 100.00%
41 0 0.00% 100.00% 8D%
42 0 0.00% 100.00%
43 0 0.00% 100.00%
0%
3 ^Ib ^l:lj titi ti ti 3^ 3k 'b\ o° 03 v hti <P
44 0 0.00% 100.00% Spot Speed, mph
45 0 0.00% 100.00%
Frequency Distribution4600.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00% 18
49 0 0.00% 100.00%
16 14
25000.00% 100.00%
51 0 0.00% 100.00% d10
52 0 0.00% 100.00% 8
53 0 0.00% 100.00% LL 6
54 0 0.00% 100.00% 4
55 0 0.00% 100.00%
2 56 0 0.00% 100.00%
0 titi tip' ti ^ 3k ItA o°
57 0 0.00% 100.00%
Spot Speed, mph
Total: 108 100%
Exhibit 5 446 Page 317 of 352

CITY OF BELL GARDENS
Client: AAE
Street: Scout Avenue
Spt.Spd. Location: Florence Ave to Gotham St Ref. # ?
Cumulative Date: 6/4/2015 Day: Thursday
Speed Frequency Percent Percent Weather: Cloudy
Hours: 7:00 AM To 8:15 AM1300.00% 0.00%
14 0 0.00% 0.00% Number of Lanes: 01 NB/01 SB Pea activity: MBD 15 0 0.00% 0.00% Posted Speed: 30
16 0 0.00% 0.00% Channelization: Skip dash 2 -way traffic 17 0 0.00% 0.00% Street Width: 40' Sidewalks: Yes
18 0 0.00% 0.00% Comm.ixesid.: Residential Driveways: Yes 19 0 0.00% 0.00% Direction: Southbound Median: No
20 0 0.00% 0.00% DATA ANALYSIS:
21 0 0.00% 0.00% Mean Speed: 31
22 0 0.00% 0.00% Standard Deviation: 4
23 0 0.00% 0.00% Standard error of the mean: 0.39
24 1 0.96% 0.96% 50th Percentile: 31
25 2 1.92% 2.88% 85th Percentile: 36
26 4 3.85% 6.73% 97th Percentile: 39
27 11 10.58% 17.31% 10 Mile Pace: 26 to 35
28 11 10.58% 27.88% of Samples in 10 -Mile Pace: 81.73% 29 9 8.65% 36.54% Comments:
30 7 6.73% 43.27%
31 14 13.46% 56.73%
Cumulative Frequency Distribution
32 9 8.65% 65.38%
33 7 6.73% 72.12% 120%
34 8 7.69% 79.81%
35 5 4.81% 84.62% 1QP%
36 4 3.85% 88.46% c7
37 6 5.77% 94.23%
38 2 1.92% 96.15%
U.
39 2 1.92% 98.08%
E4021.92% 100.00%
41 0 0.00% 100.00% 8D%
42 0 0.00% 100.00%
43 0 0.00% 100.00%
0%
3 ^b ^
titi ti ti 3^ 3k 3A o° <P
44 0 0.00% 100.00% Spot Speed, mph
45 0 0.00% 100.00%
Frequency Distribution4600.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00% 18
49 0 0.00% 100.00%
16 14
25000.00% 100.00%
51 0 0.00% 100.00% d10
52 0 0.00% 100.00% 8
53 0 0.00% 100.00% LL 6
54 0 0.00% 100.00% 4
55 0 0.00% 100.00%
2 56 0 0.00% 100.00%
0 3 titi tip' ti
57 0 0.00% 100.00%
Spot Speed, mph
TTotal: 104 100%
Exhibit 5 447 Page 318 of 352

City of Bell Gardens
Supplemental Speed Survey — October 20
Appendix `B'
Speed Survey Field Data Sheets

ENGINEERS
Exhibit 5 448
qW,