Agenda, first session — Cudahy City Council, December 17, 2024

As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003

CITY OF CUDAHY

PUBLIC WORKS CONTRACT

CUDAHY CITYWIDE COMPLETE STREETS

IMPROVEMENT PROJECT
City Project No: STR-003
THIS AGREEMENT “Agreement” is made and entered into this 17th day of December 2024 (“Effective Date”) by and between the CITY OF CUDAHY, a Municipal Corporation located in the County of Los Angeles, State of California (“CITY”), and SEQUEL CONTRACTORS, INC. located at 13546 Imperial Hwy, Santa Fe Springs, CA 90670 (“CONTRACTOR”), independently referred to as “Party” and collectively referred to as the “Parties.”

RECITALS
WHEREAS, before the closing of bids on Wednesday, November 13, 2024, at 3:00 p.m., CONTRACTOR submitted a bid for the following project:

CUDAHY CITYWIDE - ATLANTIC AVENUE COMPLETE STREETS IMPROVEMENT PROJECT City Project No: STR-003
in the City of CUDAHY, California (the “PROJECT”).

WHEREAS, at its regular meeting held on December 17, 2024, the CITY Council duly accepted CONTRACTOR’s bid for said PROJECT as being the lowest responsive and responsible bid received, and directed that a written contract be entered into with CONTRACTOR.

NOW, THEREFORE, in consideration of the promises and of the mutual covenants and agreements herein contained, said parties do hereby agree as follows:

ARTICLE I – CONTRACT DOCUMENTS
The complete Agreement includes this Agreement and the follow documents (“CONTRACT DOCUMENTS”), attached hereto and incorporated herein by this reference:
• Exhibit A: Invitation to Bid entitled “BIDDING AND CONTRACT DOCUMENTS, PLANS AND SPECIFICATIONS FOR CUDAY CITYWIDE – ATLANTIC AVENUE COMPLETE STREETS IMPROVEMENT PROJECT, CITY PROJECT NO. STR-003” dated October 7, 2024, including the Notice Inviting Bids and Instructions to Bidders;
• Exhibit B: CONTRACTOR’s submitted bid proposal dated November 13, 2024, which includes the following documents:
o Bid Schedule
o Designation of Subcontractors
o References
o Bid Bond
o Noncollusion Declaration
o Worker’s Compensation Certificate
o Additional Insured Endorsement forms (General Liability, Auto, and Excess) • Exhibit C: CONTRACTOR’s Payment Bond
• Exhibit D: CONTRACTOR’s Performance Bond
As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003
• Exhibit E: General Provisions
• Exhibit F: Special Provisions – Street Improvements
• Exhibit G: Special Provisions – Landscape Improvements • Exhibit H: Special Provisions – Traffic Engineering Specifications • Exhibit I: Plans, Drawings, and Cut sheets
All the above-mentioned documents are intended to complement the other documents so that any work called for in one, and not mentioned in the others, or vice versa, is to be executed the same as if mentioned in all said documents.

All of the rights and obligations of the CITY and CONTRACTOR are fully set forth and described in the CONTRACT DOCUMENTS.

In the event there is a conflict between the terms of the Contract Documents, the more specific or stringent provision shall govern. City shall decide which option isthe more specific orstringent provision.

ARTICLE II - AGREEMENT
For and in consideration of the payments and agreements made and performed by CITY, CONTRACTOR hereby agrees to furnish all materials and perform all work required for the PROJECT and to fulfill all other obligations as set forth in the CONTRACT DOCUMENTS.

ARTICLE III - COMPENSATION
CONTRACTOR hereby agrees to receive and accept the total amount FOUR MILLION SIX HUNDRED EIGHTY THOUSAND, EIGHT HUNDRED SEVENTY-TWO DOLLARS AND SEVENTY-FIVE CENTS ($4,680,872.75), based upon those certain unit prices set forth in CONTRACTOR’s Bid Schedule, a copy of which is attached hereto as Exhibit “B” and by this reference incorporated herein and made a part hereof, as full compensation for furnishing all materials, performing all work, and fulfilling all obligations hereunder.

Said compensation shall cover all expenses, losses, damages, and consequences arising out of the nature of the work during its progress or prior to its acceptance including those for well and faithfully completing the work and the whole thereof in the manner and time specified in the CONTRACT DOCUMENTS, and also including those arising from actions of the elements, unforeseen difficulties or obstructions encountered in the prosecution of the work, suspension or discontinuance of the work, and all other unknowns or risks of any description connected with the work.

The sum identified in Article III is not subject to escalation, the CONTRACTOR having satisfied himself with said CONTRACT price, which includes all labor and material increases anticipated throughout the duration of this CONSTRUCTION CONTRACT.

CITY shall retain five percent (5%) of said CONTRACT price until said time as the provisions of Article XIV herein have been met.

Progress payments shall be made in accordance with Section 9 of the Standard Specifications for Public Works as amended by the General Provisions and Special Provisions.

Upon receipt of a properly presented payment request, the Contract Officer shall process the payment request in accordance with Public Contracts Code Section 20104.50. The Contract Officer shall review the payment request as soon as possible. If the Contract Officer rejects the payment request, it shall be returned to the Contractor within seven days of its receipt by the City with an explanation for the reasons As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003
of its rejection. If the payment request is approved in writing by the Contract Officer, payment shall be made within thirty (30) days of receipt of an undisputed and properly presented payment request. Late payments shall bear interest at the legal rate of interest in accordance with Code of Civil Procedure 685.010. City shall pay Contractor a sum based upon ninety-five percent (95%) of the contract price apportionment of the labor and materialsincorporated into the work under the contract during the period covered by said statement. The remaining five percent (5%) thereof shall be retained as performance security.

Substitution of Securities for Retention. The contractor may deposit securities in lieu of the 5% progress payment retentions in accordance with California Public Contracts Code section 22300. . All funds are appropriated every fiscal year beginning July 1. In the event this CONTRACT extendsinto the succeeding fiscal year and funds have not been appropriated, this CONTRACT will automatically terminate as of June 30 of the current fiscal year. The CITY will notify the CONTRACTOR in writing in ten (10) days of receipt of the non-appropriation notice.

ARTICLE IV - CONTRACTOR REPRESENTATIONS
CITY hereby promises and agrees to employ, and does hereby employ, CONTRACTOR to provide the materials, do the work, and fulfill the obligations according to the terms and conditions herein contained and referred to, for the said amounts set forth in Article III hereof, and hereby agrees to pay the same at the time, in the manner, and upon the conditions set forth in the CONTRACT DOCUMENTS.

In addition, CONTRACTOR hereby promises and agrees to comply with all of the provisions of both State and Federal law with respect to the employment of unauthorized aliens.

Should CONTRACTOR so employ such unauthorized aliens for the performance of work and/or services covered by this contract, and should the Federal Government impose sanctions against the CITY for such use of unauthorized aliens, CONTRACTOR hereby agrees to, and shall, reimburse CITY for the cost of all such sanctions imposed, together with any and all costs, including attorney’s fees, incurred by the CITY in connection therewith.

Furthermore, CONTRACTOR hereby represents and warrants that it is not currently, and has not at any time within the past five (5) calendar years been, suspended, debarred, or excluded from participating in, bidding on, contracting for, or completed any project funded in whole or in part by any federally funded program, grant or loan, or any project funded in whole or in part by a program, loan or grant from the State of California, and that CONTRACTOR currently has and for the past five (5) calendar years has maintained in good standing, a valid California contractor’s license. CONTRACTOR agrees to complete and execute any statement or certificate to this effect as may be required by the City or by any federal or State of California program, loan or grant utilized on this PROJECT.

ARTICLE V – COMMENCEMENT DATE
CONTRACTOR shall commence work on the date specified in the Notice to Proceed to be issued to said CONTRACTOR by the Director of Public Works of CITY and shall complete work on the PROJECT within 180 working days after commencement.

ARTICLE VI – NO DISCRIMINATION
CONTRACTOR shall not discriminate in itsrecruiting, hiring, promotion, demotion or termination practices As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003
on the basis of race, religious creed, color, national origin, ancestry, physical disability, mental disability, medical condition, marital status, sex, age, or sexual orientation in the performance of this CONTRACT and shall comply with the provisions of the California Fair Employment and Housing Act as set forth in Part

2.8 of Division 3, Title 2 of the California Government Code; the Federal Civil Rights Act of 1964, as set forth in Public Law 88-352, and all amendmentsthereto; ExecutiveOrder 11246; and all administrative rules and regulations issued pursuant to such acts and order.

CONTRACTOR hereby promises and agrees to comply with all the provisions of the Federal Immigration and Nationality Act (8 USCA 1101, et seq.), as amended; and, in connection therewith, shall not employ unauthorized aliens as defined therein. Should CONTRACTOR so employ such unauthorized aliens for the performance of work and/or services covered by this AGREEMENT, and should the Federal Government impose sanctions against the CITY for such use of unauthorized aliens, CONTRACTOR hereby agrees to, and shall, reimburse CITY for the cost of all such sanctions imposed, together with any and all costs, including attorney’s fees, incurred by the CITY in connection therewith.

ARTICLE VII – LABOR CODE REQUIREMENTS
Compliance with SB 854 Registration: This Work is subject to compliance monitoring and enforcement by the Department of Industrial Relations. No prime contractor or subcontractor may be listed on a bid proposal for a public works project (submitted on or after March 1, 2015) unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5. No prime contractor or subcontractor may be awarded a contract for public work on a public works project (awarded on or after April 1, 2015) unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5. The Contractor will be required to post job site notices as described in 8 California Code of Regulation section 16451(d).

Contractor acknowledges that under California Labor Code sections 1810 and following, 8 hours of labor constitutes a legal day’s work. Contractor will forfeit as a penalty to City the sum of $25.00 for each worker employed in the execution of this Agreement by Contractor or any subcontractor for each calendar day during which such worker is required or permitted to work more than 8 hours in any one calendar day and 40 hours in any one calendar week in violation of the provisions of Labor Code section 1810. (Labor Code § 1813).

Copies of the determination of the Director of the Department of Industrial Relations of the prevailing rate of per diem wages for each craft, classification or type of worker needed to execute this Agreement will be made available upon request from the City Engineer’s Office.

Contractor must post at the work site, or if there is no regular work site then at its principal office, for the duration of the Contract, a copy of the determination by the Director of the Department of Industrial Relations of the specified prevailing rate of per diem wages. (Labor Code § 1773.2). The Contractor shall post WH-1321 ENGLISH and WH-1321 SPANISH at the work site.

Contractor, and any subcontractor engaged by Contractor, must pay not less than the specified prevailing rate of per diem wages to all workers employed in the execution of the contract. (Labor Code § 1774.) Contractor is responsible for compliance with Labor Code section 1776 relative to the retention and inspection of payroll records.

Contractor must comply with all provisions of Labor Code section 1775. Under Section 1775, Contractor may forfeit as a penalty to City up to $50.00 for each worker employed in the execution of the Contract by Contractor or any subcontractor for each calendar day, or portion thereof, in which the worker is paid As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003
less than the prevailing rates. Contractor may also be liable to pay the difference between the prevailing wage rates and the amount paid to each worker for each calendar day, or portion thereof, for which each worker was paid less than the prevailing wage rate.

Nothing in this Contract prevents Contractor or any subcontractor from employing properly registered apprentices in the execution of the Contract. Contractor is responsible for compliance with Labor Code section 1777.5 for all apprentice able occupations. This statute requires that contractors and subcontractors must submit contract award information to the applicable joint apprenticeship committee, must employ apprentices in apprentice able occupations in a ratio of not less than one hour of apprentice’s work for every five hours of labor performed by a journeyman (unless an exception is granted under §1777.5), must contribute to the fund or funds in each craft or trade or a like amount to the California Apprenticeship Council, and that contractors and subcontractors must not discriminate among otherwise qualified employees as apprentices solely on the ground of sex, race, religion, creed, national origin, ancestry or color. Only apprentices defined in Labor Code section 3077, who are in training under apprenticeship standards and who have written apprentice contracts, may be employed on public works in apprentice able occupations.

The Contractor shall submit payroll records to the City weekly for each week in which any contract work is performed. The Contractor is also responsible for the submission of payroll records by all its Subcontractors performing any contract work on this Project.

The payroll records submitted shall set out accurately and completely all of the information required to be maintained under Section 5.5(a) (3) (i) of 29 C.F.R. Part 5. Each payroll submitted shall be accompanied by a Statement of Compliance signed by the Contractor or Subcontractor or his or her agent who pays or supervises the payment of the persons employed under the Contract, and shall certify the following:
• The payroll records for the payroll period contains the information required to be maintained under Section 5.5(a)(3)(i) of 29 C.F.R. Part 5, and that such information is correct and complete. • Each employee employed on the contract during the payroll period has been paid the full weekly wages earned, without rebate, either directly or indirectly, and that no deductions have been made either directly or indirectly from the full wages earned, other than permissible deductions as set forth in Regulations, 29 C.F.R. Part 3.
• Each employee has been paid not less than the applicable wage rates and fringe benefits or cash equivalentsfor the classification of work performed, asspecified in the applicable wage determination incorporated into the Contract.

Thisinformation may be submitted in any form desired, however, Form WH-347 is provided as an optional template. The Contractor shall submit a Statement of Non-Performance for each week of work for which craft work was not performed.

The falsification of any of the above certifications may subject the Contractor or Subcontractor to civil or criminal prosecution under Section 1001 of Title 18 and Section 231 of Title 31 of the United States Code.

The Contractor shall submit copies of apprentice certification(s) for each apprentice performing work on the Contract to accompany the first payrollrecord in which that apprentice appears. The city will recognize apprentice certifications from the U.S. Department of Labor and the California Division of Apprenticeship Standards. Any worker listed on a payroll at an apprentice wage rate, who is not registered or otherwise employed asstated above,shall be paid not lessthan the applicable wage rate on the wage determination for the classification of work performed.

The CONTRACTOR’s duty to pay State prevailing wages can be found under Labor Code Section 1770 et q.

As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003
and Labor Code Sections 1775 and 1777.7 outline the penalties for failure to pay prevailing wages and employ apprentices including forfeitures and debarment.

The Contractor agreesthat the City, through its authorized representatives, hasthe right, at all reasonable times, to make site visits to review Project accomplishments and for other reasons, such as employee interviews. If any site visit is made by the City on the premises of the Contractor or any of its Subcontractors under this Contract, the Contractor shall provide and shall require its Subcontractors to provide, all reasonable facilities and assistance for the safety and convenience of City representatives in the performance of their duties. All site visits and evaluations shall be performed in such a manner as will not unduly delay work being conducted by the Contractor or Subcontractor(s).

If the work involves excavation of any trench five feet or more in depth the contractor shall submit a detailed plan of shoring, bracing, sloping or other provisions to be made for worker protection. Such plan shall be approved by a qualified representative of the City. (Labor Code section 6705).

ARTICLE VIII - PROVISIONS REQUIRED BY LAW
Every provision of law required to be included in these Contract Documents shall be deemed to be included in these Contract Documents. The Contractor shall comply with all requirements of applicable federal, state and local laws, rules and regulations, including, but not limited to, the provisions of the California Labor Code and California Public Contract Code which are applicable to this Project. Such laws, rules and regulations shall include, but not be limited to the following.

Contractor’s License.

The Contractor shall possess a type of CLASS A California Contractor's license at the time of award of the Contract.

Ineligible Contractor Prohibited.

Any contractor or subcontractor who is ineligible to perform work on a public works project pursuant to Section 1777.1 or 1777.7 of the Labor Code is prohibited from performing work under this Contract.

Unfair Business Practices Claims.

The Contractor orsubcontractor offers and agreesto assign to the City all rights, title, and interest in and to all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C. Section 15) or under the Cartwright Act (Chapter 2, (commencing with Section 16700) of Part 2 of Division 7 of the Business and Professions Code), arising from purchases of goods,services or materials pursuant to the public works contract or the subcontract. This assignment shall be made and become effective at the time the City rendersfinal payment to the Contractor without further acknowledgment by the parties. (Section 7103.5, California Public Contract Code.).

Hazardous Materials and Unknown Conditions.

A. CONTRACTOR shall, without disturbing the condition, notify CITY in writing as soon as CONTRACTOR, or any of CONTRACTOR’s subcontractors, agents or employees have knowledge and reporting is possible, of the discovery of any of the following conditions:

1. The presence of any material that the CONTRACTOR believes is hazardous waste, as defined in Section 25117 of the Health and Safety Code.

2. Subsurface or latent physical conditions at the site differing from those indicated in the As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003
specifications; or,

3. Unknown physical conditions at the site of any unusual nature, different materially from those ordinarily encountered and generally recognized as inherent in work of this character provided for in this Contract.

B. Pending a determination by CITY of appropriate action to be taken, CONTRACTOR shall provide security measures (e.g., fences) adequate to prevent the hazardous waste or physical conditions from causing bodily injury to any person.

C. CITY shall promptly investigate the reported conditions. If CITY, through its Director of Public Works, or her designee, and in the exercise of its sole discretion, determines that the conditions do materially differ, or do involve hazardous waste, and will cause a decrease or increase in the CONTRACTOR’s cost of, or time required for, performance of any part of the work, then CITY shall issue a change order.

D. In the event of a dispute between CITY and CONTRACTOR as to whether the conditions materially differ, or involve hazardous waste, or cause a decrease or increase in the CONTRACTOR’s cost of, or time required for, performance of any part of the work, CONTRACTOR shall not be excused from any scheduled completion date, and shall proceed with all work to be performed under the Contract. CONTRACTOR shall retain any and all rights which pertain to the resolution of disputes and protests between the parties.

ARTICLE IX - INDEMNITY
CONTRACTOR shall assume the defense of and indemnify and save harmless the CITY, its elective and appointive boards, officers, agents and employees, and Design Engineer and Construction Manager from all claims, loss, damage, injury and liability of every kind, nature and description, directly or indirectly arising from the performance of the CONTRACTOR’s work, regardless of responsibility of negligence; and from any and all claims, loss, damage, injury and liability, howsoever the same may be caused, resulting directly or indirectly from the nature of the work covered by the contract, regardless of responsibility of negligence; provided
(a) That CITY does not, and shall not, waive any rights against CONTRACTOR which it may have by reason for the aforesaid hold-harmless AGREEMENT because of the acceptance by CITY or the deposit with CITY by CONTRACTOR, of any of the insurance policies hereinafter described in this AGREEMENT. (b) That the aforesaid hold-harmless AGREEMENT by CONTRACTOR shall apply to all damages and claims for damages of every kind suffered, or alleged to have been suffered, by reason of any of the aforesaid operations of CONTRACTOR, or any subcontractor, regardless of whether such insurance policies shall have been determined to be applicable to any of such damages or claims for damages.

ARTICLE X - BONDS
Warranty & Guarantee
New Materials. Contractor guarantees that all materials and equipment furnished will be new unless otherwise specified in the Contract Documents.

As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003
One Year Guarantee. Contractor guarantees all materials and equipment furnished and Work performed for a period of one (1) year from the date of substantial completion is free from all defects due to faulty materials or workmanship. Contractor shall promptly make such corrections as may be necessary by reasons of such defects including the repairs of any damage to other property, whether real or personal.

The city will give notice of observed defects with reasonable promptness. If Contractor fails to make such repairs, or other Work that may be made necessary by such defects, the City may do so and charge the Contractor the cost thereby incurred, plus 10% for administrative expenses. The Performance Bond shall remain in full force and effect through the guarantee period. Contractor shall execute the Public Improvement Warranty.

Bonds.

Contractor shall provide a payment bond consistent with the terms of this section and City may not waive this requirement. Contractor shall also provide a performance bond consistent with the terms of this section unless City waives such requirement in writing. Each bond shall (1) be in writing; (2) signed by at least one admitted surety insurer under oath; (3) if a bond is signed by more than one surety insurer, include a statement that the sureties are jointly and severally liable on the obligations required hereunder; (4) list the address at which the principal and surety/sureties may be served with notices, papers, and other documents under this chapter; (5) be in the form of a bond and not in a deposit in lieu of a bond; (6) be consistent with any other requirements of the City that reasonably relate to a guarantee that the project will be completed at no cost to the City.

Payment Bond. Contractor shall furnish and file with City a bond in the sum of one hundred percent (100%) of the Compensation. Consistent with Civil Code § 3248, the bond shall provide that if the Contractor or any subcontractors hired by Contractor fails to pay (1) any of the persons named in Civil Code § 3181; (2) amounts due under the Unemployment Insurance Code with respect to work or labor performed under this Agreement; or (3) for any amounts required to be deducted, withheld, and paid over to the Employment Development Department from the wages of employees of the contractor and subcontractors pursuant to Unemployment Insurance Code §13020 with respect to the work and labor that the sureties will pay for the same, and also, in case suit is brought upon the bond, a reasonable attorney’s fee, to be fixed by the court. The bond shall, by its terms, inure to the benefit of any of the persons named in Civil Code § 3181 so as to give a right of action to those persons or their assigns in any suit brought upon the bond. The bond provided under this section shall be released by written authorization of the City Engineer at the completion of the one year warranty period described above, provided that Contractor is not in default on any provision of this Agreement.

Performance Bond. Contractor shall provide City with a bond in the sum of one hundred percent (100%) of the Compensation to guarantee the completion of the Work, to protect City if Developer is in default of this Agreement, and to secure Contractor’s one-year guarantee and warranty. The City Council may, in its sole and absolute discretion and upon recommendation of the City Engineer, partially release a portion or portions of the security provided under this section as the Public Improvements are accepted by City, provided that Contractor is not in default on any provision of this Agreement. All security provided under this section shall be released at the end of the warranty period provided that Contractor is not in default on any provision of this Agreement.

ARTICLE XI - INSURANCE
CONTRACTOR shall not commence work under this contract until CONTRACTOR shall have obtained all insurance required by the CONTRACT DOCUMENTS and such insurance shall have been approved by CITY As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003
as to form, amount, and carrier, nor shall CONTRACTOR allow any subcontractor to commence work on any subcontract until all similar insurance required of the subcontractor shall have been so obtained and approved.
(a) WORKER’S COMPENSATION INSURANCE - CONTRACTOR shall take out and maintain, during the life of this contract, Worker’s Compensation Insurance for all of CONTRACTOR’s employees employed at the site of improvement; and, if any work is sublet, CONTRACTOR shall require the subcontractor similarly to provide Worker’s Compensation Insurance for all the latter’s employees, unless such employees are covered by the protection afforded by CONTRACTOR. If any class of employees engaged in work under this contract at the site of the PROJECT is not protected under any Workers’ Compensation law, CONTRACTOR shall provide and shall cause each subcontractor to provide adequate insurance for the protection of employees not otherwise protected. CONTRACTOR shall indemnify CITY for any damage resulting to it from failure of either CONTRACTOR or any subcontractor to take out or maintain such insurance.
(b) COMPREHENSIVE GENERAL LIABILITY, PRODUCTS/ COMPLETED OPERATIONS

HAZARD, COMPREHENSIVE AUTOMOBILE LIABILITY AND CONTRACTUAL GENERAL LIABILITY INSURANCE. CONTRACTOR shall take out and maintain during the life of this contract such comprehensive general liability, products/completed operations hazard, comprehensive automobile liability and contractual general liability insurance as shall protect CITY, its elective and appointive boards, officers, agents and employees, Design Engineer and Construction Manager, CONTRACTOR, and any subcontractor performing work covered by this contract, from claimsfor damage for personal injury, including death, as well asfrom claims for property damage which may arise from CONTRACTOR’s or any subcontractor’s operations under this contract, whether such operations be by CONTRACTOR or by any subcontractor, or by anyone directly or indirectly employed by either CONTRACTOR or any subcontractor, and the amounts of such insurance shall be as follows:
(1) Public Liability Insurance in an amount of not less than TWO MILLION DOLLARS ($2,000,000).
(2) Products/Completed Operations Hazard Insurance in an amount of not less than TWO MILLION DOLLARS ($2,000,000).
(3) Comprehensive Automobile Liability Insurance in an amount of not less than TWO MILLION DOLLARS ($2,000,000);
(4) Contractual General Liability Insurance in an amount of not less than TWO MILLION DOLLARS ($2,000,000).

A combined single limit policy with aggregate limits in an amount of not less than TWO MILLION DOLLARS ($2,000,000) shall be considered equivalent to the said required minimum limits set forth hereinabove.
(c) PROOF OF INSURANCE - The insurance required by this AGREEMENT shall be with insurers which are Best A rated, and California Admitted or better. The CITY and Design Engineer and Construction Manager shall be named as “additional As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003
insured” on all policies required hereunder, and CONTRACTOR shall furnish CITY, concurrently with the execution hereof, with satisfactory proof of carriage of the insurance required, and adequate legal assurance that each carrier will give CITY at least thirty (30) days’ prior notice of the cancellation of any policy during the effective period of the contract.
(d) NOTICE TO COMMENCE WORK - The CITY will not issue any notice authorizing CONTRACTOR or any subcontractor to commence work under this contact until CONTRACTOR has provided to the CITY the proof of insurance as required by subparagraph (c) of this article.

ARTICLE XII - ATTORNEY FEES
If either party to this Contract is required to initiate or defend, or is had a party to, any action or proceeding in any way connected with this Contract, the party prevailing in the final judgment in such action or proceeding, in addition to any other relief which may be granted,shall be entitled to reasonable attorney’s fees and costs. Attorney’s fees shall include reasonable costs for investigating such action.

ARTICLE XIII - LIQUIDATED DAMAGES
The parties agree that it would be impractical and extremely difficult to fix the actual damagesto the CITY in the event the PROJECT is not commenced and/or completed on or before the dates specified for commencement and completion of the PROJECT in the CONTRACT DOCUMENTS. The parties have considered the facts of a breach of this contract and have agreed that the liquidated damages sum hereinafter set forth is reasonable as liquidated damages in the event of a breach, and that said sum shall be presumed to be the amount of the damages sustained by the CITY in the event such work is not begun and/or completed and accepted by the times so specified in the CONTRACT DOCUMENTS, the sum of one thousand dollars ($1,000.00) shall be presumed to be the amount of damages suffered by the CITY for each calendar days delay in the starting and/or completion and acceptance of said PROJECT after the dates specified in the CONTRACT DOCUMENTS for the start and/or completion thereof, and CONTRACTOR hereby agrees to pay said sum of one thousand dollars ($1,000.00) as liquidated damages for each calendar day of delay in the starting and/or completing and acceptance of said PROJECT beyond the dates specified in the CONTRACT DOCUMENTS. All such liquidated damages assessed shall be done so in accordance with the most recent edition of the Standard Specification for Public Works Construction currently in effect on the execution date of this CONTRACT. The payment of such liquidated damages is not intended as a forfeiture or penalty within the meaning of California Civil Code § 3275 or § 3369.

CONTRACTOR: Sequel Contractors, Inc. CITY OF CUDAHY
a California Corporation a Municipal Corporation
by: ___________________________ by: ____________________________ President Alfonso Noyola, ICMA-CM
City Manager
As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003

ARTICLE XIV - NOTICE OF COMPLETION
Upon completion of PROJECT and acceptance of same by the CITY Council, the CITY Manager shall have cause to be recorded a Notice of Completion with the office of the Los Angeles County Recorder; and, after thirty-five (35) days from the date said Notice of Completion is recorded, the Director of Finance of CITY shall release the funds retained pursuant to Article III hereof; provided there have been no mechanics’ liens orstop noticesfiled againstsaid work which have not been paid, withdrawn or eliminated as liens against said work.

ARTICLE XV - NO - ASSIGNMENT
This contract shall not be assignable, either in whole or in part, by the CONTRACTOR without first obtaining the written consent of the CITY thereto.

ARTICLE XVI - CUMULATIVE RIGHTS
The provisions of this AGREEMENT are cumulative and in addition to and not in limitation of any rights or remedies available to CITY.

ARTICLE XVII - TERMINATION
A. Termination for Convenience. The CITY may terminate this contract, in whole or in part, with 30 days written notice to the CONTRACTOR when it is in the CITY’s best interest. The CONTRACTOR shall be paid its costs, including contract close-out costs, and profit on work performed up to the time of termination. The CONTRACTOR shall promptly submit its termination claim to CITY to be paid the CONTRACTOR. If the CONTRACTOR has any property in its possession belonging to the CITY, the CONTRACTOR will account for the same, and dispose of it in the manner the CITY directs. The CONTRACTOR may terminate this contract, in whole, with 90 days written notice to the CITY.

B. Termination for Default. If at any time the CONTRACTOR is determined to be in material breach of the Contract, a Notice of Potential Breach of Contract shall be prepared by the CITY and will be served upon the CONTRACTOR and itssureties. If the CONTRACTOR continuesto neglect or refusesto comply with the Contract or with the Notice of Potential Breach of Contract to the satisfaction of the CITY within the time specified in such Notice, the CITY shall have the authority to terminate the Contract for this Project.

C. Waiver of Remedies for any Breach. If CITY elects to waive its remedies for any breach by CONTRACTOR of any covenant, term or condition of this Contract, such waiver by CITY shall not limit CITY’s remedies for any succeeding breach of that or of any other term, covenant, or condition of the Contract.

ARTICLE XVIII – AUDIT REQUIREMENTS
The City and the Los Angeles County Metropolitan Transportation Authority, or any of their duly authorized representatives shall have access to any books, documents papers and records of the Contractor and any subcontractors which are directly pertinent to this Agreement, for the purpose of making audit, examination, excerpts, and transcriptions. Contractor shall maintain all required records for three years after City makes final payments and all other pending matters are closed.

As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003
If the Compensation exceeds $100,000, Contractor shall comply with all applicable standards, orders, or requirements issued under section 306 of the Clean Air Act, Section 508 of the Clean Water Act, Executive Order 11738, and Environmental Protection Agency (EPA) regulations, which prohibit the use under nonexempt federal contracts, grants or loans of facilities included on the EPA List of Violating Facilities. (See e.g. 47 C.F.R. §18.36(i)(12).)
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As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003
IN WITNESS WHEREOF, the parties hereto have caused this contract to be executed on the 17th day of December 2024, by their respective officers duly authorized in that behalf.

CITY OF CUDAHY:
a Municipal Corporation
By: _____________
Alfonso Noyola, ICMA-CM
City Manager

Date: _______________________
ATTEST:

By: _____________
Richard Iglesias, CMC
City Clerk

Date: _______________________
SEQUEL CONTRACTORS, INC.
a California Corporation
By:

Name:

Title:

Date:

APPROVED AS TO FORM:

By: _____________
Stephanie Arechiga
City Attorney

Date: _______________________

CITY OF CUDAHY, CALIFORNIA

BIDDING AND CONTRACT DOCUMENTS, PLANS AND SPECIFICATIONS for
CUDAHY CITYWIDE – ATLANTIC AVENUE COMPLETE STREETS

IMPROVEMENT PROJECT
City Project No: STR-003
This is a
Date Issued: October 7, 2024
Document Control: D:\Dropbox (Transtech Engineers)\JOBRECRD\2018\18054 CUD ATP CYCLE 2 PSE PHASE\WIP\7 BID PACKAGE\2020-03-28, DRAFT FINAL BID PACKAGE\1.0 SPECS FRONT SECTION, 03-28-20.docx Bid Due Date:

November 13, 2024, 3:00 PM
Submit bids to:

Office of the City Clerk
City of CUDAHY
5220 Santa Ana Street CUDAHY, CA 90201
Approved by: ______________________
Ronald Bow
Interim Public Work Director
City of Cudahy
As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 1 of 246 _____________________
Ronald Bow
(;+,%,7$

TABLE OF CONTENTS

DESCRIPTION SECTION

NOTICE INVITING BIDS A

INSTRUCTIONS TO BIDDERS B
BIDDER’S PROPOSAL (Entire section C shall be submitted with the bid) C

GENERAL PROVISIONS D
SPECIAL PROVISIONS – STREET IMPROVEMENTS E

SPECIAL PROVISIONS - LANDSCAPE IMPROVEMENTS F
SPECIAL PROVISIONS – TRAFFIC ENGINEERING SPECIFICATIONS G APPENDICES:

APPENDIX A - SAMPLE CONTRACT TO BE EXECUTED

APPENDIX B - PLANS
BIDDER SHALL COMPLETE AND SUBMIT ALL DOCUMENTS AND PAGES IN SECTION “C. BIDDER’S PROPOSAL” As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 2 of 246 Page: A.1
A. NOTICE INVITING BIDS
CUDAHY CITYWIDE – ATLANTIC AVENUE COMPLETE STREETS

IMPROVEMENT PROJECT
City Project No: STR-003
PUBLIC NOTICE IS HEREBY GIVEN that the City of CUDAHY invites sealed bids for the above stated project and will receive such bids in the Office of the City Clerk, City of Cudahy, 5220 Santa Ana Street Cudahy, CA 90201, up to the hour of 3:00 PM, on November 13, 2024. Any bids received late will be returned unopened. The bids received will be publicly opened approximately 15 minutes after the bid submittal deadline in the City Council Chambers.

Pre-Bid Meeting:

None.

Pre-Bid Inquiries:

All questions regarding this bid shall be directed via email, no later than 10 calendar days prior to bid opening date and time and to the person specified in Section A – Notice Inviting Bids. Any questions received after above deadline will not be responded.

Bidding and Contract Documents, Plans and Specifications Available:

Copies of the Bidding and Contract Documents, Plans and Specifications can be obtained as follows:

1. Please e-mail your request with your contact information to: [email protected]. Upon receipt of your e-mail, you will be registered as a plan holder, and a pdf file of the Bidding and Contract Documents, Plans and Specifications will be e-mailed to you at no cost.

2. Hard copy of the Bidding and Contract Documents, Plans and Specifications will not be provided.

Scope of Work:

The work consists of furnishing all materials, equipment, tools, labor, and incidentals as described in detail in the Bidding and Contract Documents, Plans and Specifications to construct the project. Major work components include furnish all labor, materials and equipment for the removal and upgrade of curb ramps, removal and upgrade of countdown pedestrian heads and pedestrian push button assemblies, cold milling and AC overlay, construction of new median, construction of PCC bus pad, various signage, and street striping. Other major works include Class II Buffered bike lane of Atlantic Ave, and Monument and Wayfinding Signages, Transit stop improvements (shelter, bench, pedestrian scale lighting, bike rack, trash cans), landscaping, and traffic signal modifications.

Location of Work:

The project is located at various streets within the City of Cudahy, as shown on Appendix B - Plans.

Estimated Cost of Work:

Estimated cost is $4,700,000.00
Retention:

The city will deduct a State-mandated 5 percent retention from all progress payments.

Project Completion:

The project shall be completed within 180 working days (including long lead time material procurement) As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 3 of 246 Page: A.2
of the effective date of City’s Notice to Proceed. Please see Section B.– Instructions to Bidders for the project schedule.

Bid Bond:

Bids must be accompanied by a bid bond, made payable to the City of CUDAHY for an amount no less than ten percent (10%) of the bid amount.

Required License Classification:

Required License Classification is State of California, Class A-General Engineering Contractor. No bid will be accepted from a Contractor who has not been licensed in accordance with the provisions of the Business and Professions Code.

SB 854 Requirements
This project is subject to the requirements of SB 854. No prime contractor or subcontractor may be listed on a bid proposal for a public works project (submitted on or after March 1, 2015) unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5. No prime contractor or subcontractor may be awarded a contract for public work on a public works project (awarded on or after April 1, 2015) unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5. This project is subject to compliance monitoring and enforcement by the Department of Industrial Relations. The bid proposal must include a print out from the DIR registration website showing that the prime contractor and each subcontractor is currently registered. No bid proposals will be accepted, nor any contract entered into with a prime contractor without proof of registration as required above. [Unless within the limited exceptions from this requirement for bid proposals only under Labor Code Section 1771.1(a)]. The prime contractor will be required to post job site notices regarding Labor Code compliance as described in 8 California Code of Regulation section 16451(d).

Prevailing Wages Required:

Prevailing wages shall be paid to all workers in accordance with California Labor Code 1771. A copy of the prevailing wages schedule is on file with the City.

DBE:

There is no mandatory DBE Participation requirement. All bidders are required to comply with all applicable competitive bidding and labor compliance laws including, but not limited to, active solicitation of subcontract bids from minority-owned businesses, women-owned businesses, and businesses owned by disabled veterans. The City hereby notifies all qualified bidders that it will affirmatively ensure that qualified minority business enterprises will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against based on race, color, national origin, ancestry, sex, religion, or handicap in consideration for an award. Attention is directed to the provisions of Section 1777.5 (Chapter 1411, Statutes of 1968) and 1777.5 of the Labor Code concerning the employment of apprentices by the Contractor’s or any such subcontractors under hire.

The bidders and the selected Contractor shall not allow discrimination in employment practices based on race, color, national origin, ancestry, sex, religion, or handicap.

Bonds Required:

A labor and materials payment bond is required in accordance with California Civil Code 9550 in a form approved by the City. Also, performance bonds and public improvement warranty are required.

See Sample Contract for the required bond forms.

As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 4 of 246 Page: A.3
Substitution of Securities for Retention:

The contractor may deposit securities in lieu of the 5% progress payment retentions in accordance with California Public Contracts Code 22300.

Excavation Safety:

If the work involves an excavation or trench five feet or deeper, the bid must contain a separate bid item for adequate sheeting, shoring, bracing and safety measures approved by the City.

Environmentally Sensitive Materials
9 ප This Invitation for Bids does not specify locations of possible materials, such as a borrow pit or gravel bed, for use in the proposed construction project which would be subject to Section 1603 of the Fish and Game Code.

City Business License:

The successful Contractor and his subcontractors will be required to possess business licenses from the city.

In entering into a public works contract, or a subcontract, to supply goods, services, or materials pursuant to a public works contract, the Contractor, or subcontractors, offers and agrees to assign to the awarding body all rights, title and interest in, and to, all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C. Section 15) or under the Cartwright Act (Chapter 2 [commencing with Section 16700] of Part 2 of Division 7 of the Business and Professions Code), arising from purchases of goods, services, or materials pursuant to the public work’s contract or subcontract. This assignment shall be made and become effective at the time the awarding body tenders final payment to the Contractor, without further acknowledgment by the parties.

The City reserves the right to reject any or all bids, to waive any irregularity, and to take all bids under advisement for a period of 90 calendar days.

Any contract entered pursuant to this notice shall become effective or enforceable against the City of CUDAHY only when the formal written contract has been duly executed by the appropriate officers of the City.

Submittal of your bid assumes that you have made a thorough and complete investigation of the project site and that you have discovered no apparent discrepancies between the scope of work set forth in the plans and specifications and the actual field conditions.

If there are any questions regarding this project, please contact via e-mail:
[email protected]
All inquiries must be submitted in writing by e-mail.

BY ORDER of the City of CUDAHY, California.

Richard Iglesias
Deputy City Clerk
City of Cudahy, California
As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 5 of 246 Page: B.1
B. INSTRUCTIONS TO BIDDERS
CUDAHY CITYWIDE – ATLANTIC AVENUE COMPLETE STREETS

IMPROVEMENT PROJECT
City Project No: STR-003

LOCATION OF WORK
The project is located along Atlantic Avenue and various streets within the City of Cudahy, as shown on Appendix B - Plans.

PROPOSAL FORMS
Bids shall be submitted on the Proposal forms provided by the City. All information requested therein must be clearly and legibly set forth in the manner and form indicated. The City will not consider any proposal not meeting these requirements.

PROPOSAL GUARANTEE
Proposals must be accompanied by a proposal guarantee consisting of a bid bond payable to the City of CUDAHY in the amount not less than 10 percent of the total amount of bid. Any proposal not accompanied by such a guarantee will not be considered. If a bidder to whom a contract is awarded fails or refuses to execute the contract documents or furnish the required insurance policies and bonds as set forth in those documents, the proposal guarantee shall be forfeited to the City. The proposal guarantees all bidders will be held until the successful bidder has properly executed all contract documents.

DELIVERY OF PROPOSAL
Proposals shall be enclosed in a sealed envelope plainly marked on the outside:

CUDAHY CITYWIDE – ATLANTIC AVENUE COMPLETE STREETS

IMPROVEMENT PROJECT
City Project No: STR-003
It is the bidder’s responsibility alone to ensure delivery of the proposal to the hands of the City’s designated official prior to the bid opening hour stipulated in the Notice Inviting Bids. Late proposals will not be considered and will be returned unopened.

CONSTRUCTION SCHEDULE, PROGRESS OF WORK, LIQUIDATED DAMAGES In accordance with the Standard Specifications, and/or as may be provided for within the herein Special Provisions, after notification of award and prior to start of any work, the Contractor shall submit to the Engineer for approval its proposed Construction Schedule. At a scheduled date prior to commencement of work, the Contractor and all subcontractors shall attend a pre-construction conference at the City Hall.

As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 6 of 246 Page: B.2
The following is the tentative project schedule:

Task No Description Date

1. City Task Contract award by the City Council. Date 1=December 17, 2024

2. City Task City will send out Contract to Contractor for signatures. Date 2=Date 1 + 5 working days

3. Contractor
Task
Contractor shall return signed Contract with required
bonds and insurances to City. Date 3=Date 2 +. 5 working days

4. City Task City will counter sign the Contract and provide a fully executed Contract to Contractor. Date 4=Date 3 + 5 working days

5. Joint Task
A Pre-construction meeting will be held.

Contractor shall submit its project schedule to the City at the Pre-construction meeting, with project start date
established based on Date 6 shown in Task 6.

Date 5=Date 4 + 5 working days
Note: If Contractor delays attending the
pre-con meeting and does not submit
project schedule within the required
duration, City will assess $1,000 per
calendar day as liquidated damages.

6. Scheduled
Task
City will issue to the Contractor NTP 1 (Notice to Proceed 1) to commence with the procurement of poles and long
lead time materials.

Date 6= Date 5 + 10 working days
(Effective Date of for the start of
construction)
From the project start date established based on Date 6 shown in Task 6, the contractor shall complete the project within 180 working days as follows:

7.1. Contractor Task
Contractor shall commence procurement of all necessary
cabinets, materials, parts, equipment; and submit copies of Purchase Orders as a proof that the Contractor has
placed all necessary purchase orders. Purchase Orders
shall show date order placed, date order will be delivered.

Copies of Purchase Orders shall be submitted to City
within 3 working days of the date established for this task.

Date 7=Date 6

7.2. Contractor Task
Contractor shall complete procurement of all necessary
cabinets, materials, parts, equipment.

Date 7.2=Date 7.1 + 120 working days
Note: If the work described in this task is
not completed by the contractor within
the required duration, City will assess
$1,000 per calendar day as liquidated
damages.

7.3. City Task
City will issue to the Contractor NTP 2 (Notice to Proceed 2) to commence with the field construction. NTP 2 will be issued 10 working days prior to completion of
procurement of materials as indicated in NTP 1. The 10
working day early start will allow the Contractor to
mobilize to the Site to install the materials when they arrive in 10 working days.

Date 7.3=Date 7.2 - 10 working days

7.4. Contractor Task
Contractor shall complete field construction (This date is also the completion of the project date).

Date 7.4=Date 7.3 + 70 working days
Note: If the work described in this task is
not completed by the contractor within
the required duration, City will assess
$1,000 per calendar day as liquidated
damages.

All durations above related to Contractor tasks shall remain the same regardless of City’s completion of City tasks.

As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 7 of 246 Page: B.3
After notification of award and prior to the start of any work, the Contractor shall submit to the Engineer for approval its proposed Construction Schedule. At a scheduled date prior to commencement of work, the Contractor and all subcontractors shall attend a pre-construction conference at the City Hall. The selected Contractor shall complete the project per the schedule indicated in the Notice of Inviting Bids section of the specifications. The Contractor agrees that failure to complete work within the time allowed will result in damages being sustained by the city. Contractor and City agree that failure to complete the project will result in inconvenience to the citizens of CUDAHY. The parties also agree that failure to complete the project on time will prevent the City from having use of the affected facilities. Therefore, the parties agree such damages among others are, and will continue to be, impracticable and extremely difficult to determine, but that $1,000 a calendar day is the minimum value of such costs to the City and is a reasonable amount that the Contractor agrees to reimburse the City for each calendar day of delay in finishing the work in excess of the time specified for completion, plus any authorized time extensions.

Execution of the contract under these specifications shall constitute agreement by the Contractor and the City that the above indicated liquidated damage amount per calendar day is the minimum value of the costs and actual damage caused by failure of the Contractor to complete the work within the allotted time, that such sum is liquidated damages and shall not be construed as a penalty, and that such sum may be deducted from payments due the Contractor if such delay occurs. Said amount may be reduced by the city if work is sufficiently completed within the/an allotted time so that the damages are minimized.

WITHDRAWAL OF PROPOSALS
A proposal may be withdrawn by a written request signed by the bidder. Such requests must be delivered to the City’s designated official prior to the bid opening hour stipulated in the Notice Inviting Bids.

Proposals may not be withdrawn after the bid opening hour stipulated in the Notice Inviting Bids without forfeiture of the proposal guarantee. The withdrawal of a proposal will not prejudice the right of the bidder to submit a new proposal, providing there is time to do so.

IRREGULAR PROPOSALS
Unauthorized conditions, limitations, or provisions attached to a proposal will render it irregular and may cause its rejection. The completed proposal forms shall be without interlineations, alterations, or erasures. Alternative proposals will not be considered unless specifically requested. No oral, telegraphic, or telephonic proposal, modification, or withdrawal will be considered.

DISQUALIFICATION OF BIDDERS
If any bidder acting as a prime contractor has an interest in more than one proposal, all such proposals will be rejected, and the bidder will be disqualified. This restriction does not apply to subcontractors or suppliers who may submit quotations to more than one bidder, and while doing so, may also submit a formal proposal as a prime contractor. No proposal will be accepted from a bidder who has not been licensed in accordance with the provisions of the State Business and Professions Code.

DISCREPANCIES, MISUNDERSTANDINGS, INTERPRETATION
As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 8 of 246 Page: B.4
Before submitting a Proposal, Bidders must satisfy themselves by personal examination of the work site, Plans, Specifications, and other contract documents, and by any other means as they may believe necessary, as to the actual physical conditions, requirements, and difficulties under which the work must be performed, and shall include in the Proposal, the cost of all items necessary in the construction of the project. The Bidder shall not be allowed any extra compensation by reason of any matter or thing concerning that which such the Bidder might have fully informed himself prior to the bidding. No bidder shall at any time after submission of a proposal make any claim or assertion that there was any misunderstanding or lack of information regarding the nature or amount of work necessary for the satisfactory completion of the job. Any errors, omissions, or discrepancies found in the Plans, Specifications, or other contract documents shall be called to the attention of the City. Should a Bidder find any ambiguity, inconsistency or error in the plans and project manual, or be in doubt as to their meaning, the Bidder shall notify the contact person listed in this bid package. Issues requiring clarification will be addressed in a written addendum response, sent by email to each Bidder, person or firm recorded by the City as having received plans. Any addenda issued by the City during the time of bidding are to be included in the proposal from the Bidder and shall become a part of the Bid documents. The Bidder shall acknowledge receipt of addenda on the proposal form in the space provided. By submitting a bid, the Bidder shall be held to have personally examined the site and the drawings, to have carefully read the specifications, and to have satisfied itself as to its ability to meet all the difficulties attending the execution of the proposed contract before the delivery of this proposal, and agrees that if awarded the contract, will make no claim against the City based on ignorance or misunderstanding of the plans, specifications, site conditions and/or contract provisions.

Any questions by the bidders shall be submitted via e-mail to:
[email protected]
(For reference, Project Manager for this project is: Okan Demirci, PE, C: 714-319-6137) All inquiries must be submitted in writing by e-mail.

PERMITS AND LICENSES
The Contractor shall procure all permits and licenses, pay all charges and fees, and give all notices necessary and incidental to the due and lawful prosecution of the work. No fee is charged for the Permit issued by the City for a public works project. The Contractor shall pay for and obtain a City Business License.

CONTRACTORS LICENSE LAW
The successful Bidder shall comply with and require all subcontractors to comply with all Federal, State and City Contractor License Laws and be dully Registered and Licensed thereunder as required.

BONDS
All bonds shall be written and executed by a corporate surety with a Best's rating of A:VII or better. In conformance with the Proposal, Part I, Bidding and Contractual Documents, a bidder to whom the contract is awarded shall, within the time mentioned in said Proposal, furnish a bond with a responsible As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 9 of 246 Page: B.5
corporate surety or corporate sureties conditioned upon the faithful performance of said bidder of all covenants and stipulations in the Contract Documents. Said bond, hereinafter referred to as the Performance and Guarantee Bond, shall be on the mandatory form included as a part of these Contract Documents, and shall be in accordance with the following:
(a) Amount of Security. Contractor shall provide as security to the City:

1. For Performance and Guarantee: Security in an amount equal to one hundred percent (100%) of the estimated total cost of the improvements. With this security, the form of which shall be subject to the City's prior approval, the Contractor shall assume faithful performance of the agreement and guarantee the improvements for one (1) year after the completion and acceptance of the last of such improvements against any defective workmanship or materials or any unsatisfactory performance. The estimated total cost of the improvements shall be subject to prior approval of the City Engineer and shall provide for (a) no less than five (5) percent and no more than ten (10) percent of the estimated total cost for contingencies; and (b) an increase for projected inflation computed to the estimated midpoint of construction.

2. For Payment: Security in an amount equal to 100 percent (100%) of the estimated total cost of the improvements. With this security the form of which shall be subject to the City's prior approval, the Contractor shall guarantee payment to subcontractors, and persons renting equipment or furnishing labor or materials to them or to the Contractor. (b) Reduction or Release of Security. Upon acceptance of improvements by the City Council, and upon request of the Contractor, the improvement may be reduced as follows:

1. Security for performance and guarantee: Unless Contractor submits new or additional warranty security in an amount equal to ten percent (10 %) of the estimated total cost of the improvements, the security for performance and guarantee shall not be reduced or released in an amount greater than ninety percent (90%) of the aggregate principal amount thereof prior to the expiration of the one-year guarantee and warranty period specified in subsection (a)1 of this section, nor until all claims filed or deficiencies identified during such period have been settled or corrected. New or additional warranty security shall be released upon expiration of the one-year guarantee and warranty period, provided that all claims filed, or deficiencies identified during the period have been settled or corrected.

2. Security for payment: Security furnished to secure payment to contractors, subcontractors, and to persons providing labor, materials or equipment shall, six months after acceptance of all of the improvements, be reduced to an amount equal to the total amount claimed by all claimants for whom liens have been filed and of which notice has been given to the City, plus an amount reasonably determined by the City Engineer to be required to assure the performance of any other obligations secured by the security. The balance of the security shall be released upon settlement or release of all claims and obligations for which the security was given.

The City reserves the right to reject any proposed bonding company without stating cause. In this event the successful Bidder shall provide an alternate bonding company selection acceptable to the City.

Bonds shall conform with state statutes regarding performance bond and labor and material payment bond with amount shown on each part equal to 100% of the total amount payable by terms of the Contract for Construction. The surety company shall be licensed to do business in state in which construction project is located and shall be acceptable to the City. Bond amount shall be increased to include any Change Order(s) added to the contract to 100% total value amount of each Change Order.

Bonds will be recorded along with a copy of the construction contract in the County Recorder Records by As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 10 of 246 Page: B.6
the General Contractor with written proof submitted to the City.

LIABILITY INSURANCE
Before the contract is executed on behalf of the City, a bidder to whom the contract has been awarded shall furnish to the City a policy or certificate of protective liability insurance in which the City shall be named as an additional named insured with the bidder. The policy shall insure the City, its officers, its employees and its agents, including the Design Engineer and Construction Manager as additional named insured; the bidder, his employees and his subcontractors and their employees, and their heirs, agents, and employees, while acting within the scope of their duties, against all claims arising out of or in connection with the work to be performed and shall remain in full force and effect until the work is accepted by the City.

INSURANCE POLICIES AND BONDS
Attention is invited to the provisions of the Insurance Code of the State of California with reference to the writing of insurance policies and bonds covering risks located in this state, and the premiums and commissions thereon. The bidder to whom the contract is awarded shall furnish, at the time his bond or bonds are submitted for approval, satisfactory evidence that the requirements of said code have been observed.

SOCIAL SECURITY ACT
The successful Bidder agrees to comply with and to require all of his subcontractors to comply with all the provisions of the Act of Congress approved August 14, 1935, known and cited as the Social Security Act and also the provisions of the act of the State Legislature Approved, and known as the State Unemployment Compensation Law and all other laws and regulations pertaining to labor and workmen and all amendments to such data, and the contractor further agrees to indemnify and hold harmless the City of CUDAHY of and from any and all claims and demands made against it by virtue of the failure of the contractor or any subcontractors to comply with the provisions of any or all of said acts and amendments.

TAXES
No mention shall be made in the proposal of Sales Tax, Use Tax, or any other tax, as all amounts’ bids will be deemed and held to include any such taxes which may be applicable. The successful Bidder agrees to comply with and to require all his subcontractors to comply with all the provisions of the applicable state sales excise tax law and compensation use tax law and all amendments to same. The successful Bidder further agrees to defend, indemnify, and hold harmless the City of CUDAHY of and from all claims and demands made against the City or its officers, agents or employees by virtue of the failure of the Contractor or any Subcontractors to comply with the provisions of any or all said laws and amendments.

WAIVER OF LIENS
As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 11 of 246 Page: B.7
The successful Bidder (General Contractor) is responsible for the payment of all bills for labor and materials furnished by the subcontractors, the suppliers, and the General Contractor on this project. The General Contractor shall deliver to the City, unconditional Lien Waivers and/or Releases from himself and from each of his subcontractors and suppliers, and at such time he shall certify that he is submitting such lien waivers for all subcontractors and suppliers involved.

If any liens are filed against the City property, the City may, at its option, demand General Contractor immediately provide a bond in accordance with state statutes.

LEGAL RESPONSIBILITIES
All proposals must be submitted, filed and executed in accordance with State and Federal laws relating to bids for contracts of this nature whether the same or expressly referred to herein or not. Any bidder submitting a proposal shall by such action thereby agree to each and all the terms, conditions, provisions, and requirements set forth, contemplated, and referred to in the Plans, Specifications, and other contract documents, and to full compliance therewith.

AWARD OF CONTRACT
The award of contract, if made, will be to the lowest responsible bidder as determined solely by the City.

The City of CUDAHY reserves the right to reject any or all proposals, to waive any irregularity, and to take the bids under advisement for a period of 90 calendar days, as may be required to provide for the best interests of the City. In no event will an award be made until all necessary investigations are made as to the responsibility and qualifications of the bidder to whom the award is contemplated.

The Contractor shall submit a signed contract, bonds, insurance and all necessary documents to the City, within the required schedule.

EMPLOYMENT OF APPRENTICES
Attention is directed to the provisions in Section 1777.5 of the California Labor Code concerning employment of apprentices by the contractor or any subcontractor under him. The contractor and any subcontractor under him shall comply with the requirements of said section in the employment of apprentices; however, the contractor shall have full responsibility for compliance with said Labor Code section for all apprenticelike occupations, regardless of any other contractual or employment relationships alleged to exist.

CONFLICT OF INTEREST
In the procurement of supplies, equipment, construction, and services by sub-recipients, the conflict-ofinterest provisions in (State LCA-24 CFR 85.36 and Non-Profit Organizations – 24 CFR 84.4), OMB Circular A-110, and 24 CFR 570.611, respectively, shall apply. No employee, officer or agent of the sub-recipient shall participate in selection, or in the award or administration of a contract supported by Federal funds if a conflict of interest, real or apparent, is involved.

As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 12 of 246 Page: B.8

SUBCONTRACTS
The Contractor is required to perform, with its own organization, contract work amounting to at least 51% of the Contract Price. Failure to meet these requirements will result in disqualifying the bid or termination of the contract. This provision supersedes any other provisions which specified a different subcontract requirement.

PROJECT CLOSE OUT DOCUMENTS
Within 10 calendar days of completion of the project, the Contractor shall submit project close out documents, including: Drawings showing as built conditions with red pencil; All warranties and guarantees; All paperwork required for labor compliance; All final lien releases; All other project related documents requested by the City.

PROPOSAL REQUIREMENTS AND CONDITIONS
The bidder’s attention is directed to the applicable provisions in the Standard Specifications for Public Works Construction requirements and conditions which must be observed in the preparation of the proposal form and the submission of the bid.

1. Examination of Site, and Specifications: Bidders shall examine the site of the work and acquaint themselves with all conditions affecting the work. By submitting a bid, the Bidder shall be held to have personally examined the site, to have carefully read the specifications, and to have satisfied itself as to its ability to meet all the difficulties attending the execution of the proposed contract before the delivery of this proposal, and agrees that if awarded the contract, will make no claim against the City based on ignorance or misunderstanding of the specifications, site conditions and/or contract provisions.

2. The Contractor shall have included in the contract price a sufficient sum to cover all items, including labor, materials, tools, equipment, and incidentals, that are implied or required for the complete improvements as contemplated by the contract documents.

OTHER CONTRACT PROVISIONS
The bidder’s attention is directed to other contract provisions in the Appendices section of these Contract Documents, which must be observed in the preparation of the proposal form and the submission of the bid.

As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 13 of 246 (;+,%,7%

As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003

EXHIBIT C

PUBLIC IMPROVEMENTS WARRANTY

CUDAHY CITYWIDE COMPLETE STREETS

IMPROVEMENT PROJECT
City Project No: STR-003
On , 200 , the City of CUDAHY accepted as complete and meeting the standards of City, the following public improvement(s):
, built and constructed by or for ,
("Contractor")
Contractor hereby warrants and guarantees the public improvements as to the material used and workmanship performed for a period of one (1) year following the date set forth above.

In the event of a defect, malfunction, or failure to conform t the improvement specifications and all applicable local standards, the Contractor shall repair or replace said improvements at Contractor's own and sole expense within a reasonable time from notice of the defect from City. Should Contractor fail to cure any defect within a reasonable period, Contractor agrees to reimburse City for any and all costs of City's efforts to cure any defect once City has provided notice to the Contractor of the defect and the City's intent to cure such defect.

Should litigation be necessary to enforce the provisions of this warranty, the prevailing party shall be entitled to reimbursement for attorneys fees and court and related costs.

Executed at , California, on the day and year first written above.

CONTRACTOR
By:

Signature
By:
(Typed Name)
Its:

Title
By:

Signature
By:
(Typed Name)
Its:

Title
[NOTARY REQUIRED]
As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003

EXHIBIT D

FAITHFUL PERFORMANCE BOND

CUDAHY CITYWIDE COMPLETE STREETS

IMPROVEMENT PROJECT
City Project No: STR-003
KNOW ALL MEN BY THESE PRESENTS that , as
CONTRACTOR and , as SURETY, are held and firmly bound unto the City of CUDAHY, in the penal sum of dollars ($
), which is 100 percent of the total contract amount for the above stated project, for the payment of which sum, CONTRACTOR and SURETY agree to be bound, jointly and severally, firmly by these presents.

THE CONDITIONS OF THIS OBLIGATION ARE SUCH that, whereas CONTRACTOR has been awarded and is about to enter into the annexed Contract with the City for the above stated project, if CONTRACTOR faithfully performs and fulfills all obligations under the contract documents in the manner and time specified therein, then this obligation shall be null and void, otherwise it shall remain in full force and effect in favor of the City; provided that any alternations in the obligations or time for completion made pursuant to the terms of the contract documents shall not in any way release either CONTRACTOR or SURETY, and notice of such alternations are hereby waived by SURETY.

IN WITNESS WHEREOF the parties hereto have set their names, titles, hands, and seals this day of , 20 .

CONTRACTOR*
SURETY*
* Provide CONTRACTOR/SURETY name, address and telephone number and the name, title, address and telephone number for authorized representative.

Subscribed and sworn to this day of , 20 .

NOTARY PUBLIC:

As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003

EXHIBIT D

MATERIAL AND LABOR BOND

CUDAHY CITYWIDE

COMPLETESTREETS

IMPROVEMENT PROJECT
City Project No: STR-003
KNOW ALL MEN BY THESE PRESENTS that ,
as
CONTRACTOR and , as SURETY, are held and firmly bound
unto the City of CUDAHY, in the penal sum of
dollars ($
), which is 100 percent of the total contract amount for the above stated project, for the payment of which sum, CONTRACTOR and SURETY agree to be bound, jointly and severally, firmly by these presents.

IN WITNESS WHEREOF the parties hereto have set their names, titles, hands, and seals this day of
, 20 .

CONTRACTOR*
SURETY*
* Provide CONTRACTOR/SURETY name, address and telephone number and the name, title, address and telephone number for authorized representative.

Subscribed and sworn to this day of , 20 .

NOTARY PUBLIC:

Page: D.1
D. GENERAL PROVISIONS
CUDAHY CITYWIDE – ATLANTIC AVENUE COMPLETE STREETS

IMPROVEMENT PROJECT
City Project No: STR-003
A. GENERAL
All work shall be performed in accordance with the "Standard Specifications for Public Works Construction", (“Greenbook” or “SSPWC”), Latest Edition, California Manual on Uniform Traffic Control Devices, (CA MUTCD”), Latest Edition, Caltrans Specifications, Latest Edition, Caltrans Standards, Latest, Edition, Standard Plans for Public Works Construction, Latest Edition, the General Provisions and these Special Provisions.

In case of conflict the more stringent requirement shall apply, except when the City makes an exception. The City has the right to make such exception at its discretion, and the contractor shall provide reasonable cost discount if the City decides to implement the lesser stringent option.

NOTIFICATION
The Contractor shall notify the City of CUDAHY and the owners of all utilities and substructures not less than 48 hours prior to starting construction.

CITY HOLIDAYS
City offices are closed on the following days: New Year’s Day; Martin Luther King, Jr. Day; President’s Day; Memorial Day; Independence Day; Labor Day; Veteran’s Day; Thanksgiving (2 days) and Christmas Day. During these holidays, inspections will not be available.

EMERGENCY INFORMATION
The names addresses and telephone numbers of the Contractor and subcontractors, or their representatives, shall be filed with the Engineer and the City Police Department prior to beginning work.

AS- BUILT DRAWINGS
Provide and record a complete “As Built” records set of blue line prints showing changes from the original drawings and specifications and the exact “As Built” locations, sizes and types of equipment.

Prints for this purpose may be obtained from the city. Keep this set of drawings on the site and use only as a record set. Use these drawings as work progress sheets. With red pencil, make neat and legible annotations thereon as the work proceeds, showing the work as actually completed. always Keep these drawings available for inspection. Before the date of the final inspection, provide the “As Built” prints to the city. Please note, that failure to submit an “As Built” set of drawings as noted above will result in the retention payment being delayed.

B. ADDITIONAL CONTRACTORS’ DUTIES:

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Page: D.2
Comply with codes, ordinances, rules, regulations, orders, and other legal requirements of public authorities which bear on performance of work.

C. CONTRACTS:

Construct entire work under one contract with the City.

D. The Specifications and Drawings are complementary, and what is called for in one shall be binding as if called for in both.

E. Subsection 2-5.2, "Precedence of Contract Documents", (SSPWC), revise the order of precedence and incorporate additional items as follows:
1) Permits issued by jurisdictional regulatory agencies 2) Change Orders and/or Supplemental Agreements, which occurs last 3) Contract/Agreement
4) Addenda
5) Bid/Proposal
6) Special Provisions (Section E and F)
7) Plans
8) General Provisions (Section D)
9) Standard Plans
10) Standard Specifications
11) Reference Specifications
F. DISCREPANCIES IN THE CONTRACT DOCUMENTS:

Any discrepancies, conflicts, errors, or omissions found in the Contract Document shall be promptly reported in writing to the City Engineer or his/her designee, who will issue a correction in writing. The Contractor shall not take advantage of any such discrepancies, conflicts, errors, or omissions, but shall comply with any corrective measures regarding the same prescribed by the City Engineer or his/her designee, and no additional payment or time shall be allowed therefor, except as provided in the Standard Specifications.

If discrepancies are discovered between the drawings and the specifications, and no specific interpretation is issued prior to the bidding, the decision regarding this interpretation shall rest with the City Engineer or his/her designee. The Contractor shall be compelled to act on the City Engineer or his/her designee's decision as directed. In the event the installation is not in compliance with the direction of the City Engineer or his/her designee, the installation shall be corrected by and at the expense of the Contractor at no additional cost to the City.

In case of such discrepancies on the plan sheets, it is assumed that the bid included the cost for implementing/constructing the discrepancy that would have the highest dollar value.

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G. ERRORS AND OMISSIONS:

If the Contractor, in the course of the work, becomes aware of any claimed errors or omissions in the contract documents or in the City's field work, it shall immediately inform the City Engineer or his/her designee. City Engineer shall promptly review the matter, and if he/she finds an error or omission has been made, he/she shall determine the corrective actions and advise the Contractor accordingly. If the corrective work associated with an error or omission increases or decreases the amount of work called for in the Contract, the City shall issue an appropriate Change Order. After discovery of an error or omission by the Contractor, any related work performed by the Contractor shall be done at its risk unless authorized by the City Engineer or his/her designee.

H. CHANGED CONDITIONS:

The plans for the work show conditions as they are believed by City Engineer to exist, but is not intended or to be inferred that the conditions as shown thereon constitute a representation by the City that such conditions are actually existent, nor shall the City be liable for any loss sustained by the Contractor as a result of any variance of the conditions as shown on the plans and the actual conditions revealed during the progress of the work or otherwise. The word "conditions" as used in this paragraph includes, but is not limited to, site conditions, both surface and subsurface.

The Contractor shall examine the site, compare it with the drawings and specifications and shall satisfy itself as to the conditions under which the work is to be performed. The Contractor shall ascertain and check the location of all existing structures, utilities and equipment which may affect its work.

The Contractor shall be responsible to re-examine the site, as necessary, for performance of change orders or other proposed changes which may affect its work. No allowance shall subsequently be made on the Contractor's behalf for any extra expense or loss of time which incurred due to failure or negligence on its part to make such examination.

I. MARKUP:

No extra work nor change orders shall be done unless authorized in advance by the City Engineer.

For extra work and change orders the following percentages shall apply:

1. LABOR COSTS
a. Labor markup for employer taxes standard federal/state rates, approximately: 10% b. Labor markup for fringe benefits (if fringe benefits are not included in the labor cost: 15% c. Labor overhead markup: 10%
d. Profit markup: 10%

2. MATERIAL, EQUIPMENT, SUBCONTRACTOR COSTS
Only 5% markup by prime contractor will be allowed on materials, equipment, and subcontractor costs. No other additional markups (overhead, profit, etc.) will be allowed.

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3. After the total amount is established by adding the above items, an additional 2% markup for INSURANCE AND BONDING COSTS will be allowed.

The markups mentioned hereinafter shall include, but are not limited to, all costs for the services of superintendents, project managers, timekeepers and other personnel not working directly on the change order, and pickup or yard trucks used by the above personnel, and other vehicles and/or equipment present at the job site but not directly used in actual construction activities. Incidental movements of labor, materials, supplies or equipment shall not be considered as use in actual construction activities. These costs shall not be reported as labor or equipment elsewhere, except when performing work directly on the change order and then shall only be reported at the labor classification of the work performed.

J. ALLOTTED WORKING SPACE:

The Contractor shall be responsible for storing his materials and equipment. The City will not allow storing equipment, materials, vehicles, removed items, debris, etc. in the Public Right-of- Way overnight unless approved by the Engineer.

K. ACCEPTANCE OF SITE:

The Contractor shall accept the site and the character of the work as they exist on the first day of work under this contract.

L. PROTECTION AND RESTORATION OF EXISTING IMPROVEMENTS:

The Contractor shall be responsible for the protection of public and private property adjacent to the work and shall exercise due caution to avoid damage to such property per subsection 7.9 of the SSPWC.

M. SITE SECURITY AND SAFETY:

1. The Contractor shall secure the project as well as the adjoining properties during construction.

2. The provision of Section 7-10.1 (Traffic and Access), Section 7-10.2 (Storage of Equipment and Materials in Public Streets), and Section 7-10.4 (Public Safety) all as contained in the Standard Specifications, shall be applicable to this project.

3. At the end of the Workday the job site shall be left in a neat and orderly manner. Roadway and parking shall be made available wherever possible to the satisfaction of the City Engineer.

4. During construction the Contractor shall provide adequate access to each residence or business affected by this project to the satisfaction of the Engineer.

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5. Should any change in these requirements be necessitated by extraordinary occurrences or requirements during the execution of the work, the Contractor shall obtain prior written approval of the Engineer.

N. WORK SITE MAINTENANCE
Add the following to Section 7-8, “Work Site Maintenance” of the SSPWC:

1. Sanitary Conditions. The Engineer may from time to time prescribe rules and regulations for maintaining sanitary conditions along the work and the Contractor shall enforce observance of the same by its employees and the employees of the subcontractor, and, if the Contractor fails to enforce these rules and regulations, the Engineer shall have the authority to enforce them.

2. Air Pollution and Dust Control. The contractor shall adhere strictly to Section 7-8.1 and Section 7-

8.2 of the Standard Specifications throughout this entire project.

3. Water Pollution Control. The Contractor shall adhere strictly to Subsection 7-8.6 of the Standard Specifications through the entire project and add the following:
a. The Contractor, without limitation, shall be responsible to provide and implement Best Management Practices to comply with National Pollution Discharge Elimination System (NPDES) standards and practices. The Contractor shall be responsible, to the fullest extent possible, not to permit any contaminants, including soil, to enter any drainage system.

Contractor shall be responsible to be prepared to provide hay bales or similar devices to prevent erosion from being washed into the storm drain system. Contractor shall be responsible to maintain equipment so that oil, grease, gasoline, diesel fuel, et al., does not contaminate areas subject to run-off. The Contractor and its Surety shall fully indemnify the City for any pollution damage and/or cleaning costs.

All construction on off-site or on-site improvements shall adhere to NPDES (National Pollution Discharge Elimination System) Best Management Practices to prevent deleterious materials or pollutants from entering the City or County storm drain systems. b. The following are the areas to be addressed:
a.) Handle, store, and dispose of materials properly.
b.) Avoiding excavation and grading activities during wet weather. c.) Construct diversion dikes and drainage swales around working sites. d.) Cover stockpiles and excavated soil with secured tarps or plastic sheeting. e.) Develop and implement erosion control plans.
f.) Check and repair leaking equipment away from construction site. g.) Designate a location away from storm drains for refueling. h.) Cover and seal catch basins whenever working in their vicinity. i.) Use vacuum with all concrete sawing operations.
j.) Never wash excess material from aggregate, concrete or equipment onto a street
k.) Catch drips from paver with drip pans or absorbent material. l.) Clean up all spills using dry methods.

As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 34 of 246 Page: D.6
m.) Sweep all gutters at the end of each working day. Gutters shall be kept clean after leaving construction site.
n.) Call 911 in case of a hazardous spill.
o.) Keep a running log of all activities in connection with the Storm Water Pollution Prevention Plan (SWPPP)
p.) Name a person, on site, responsible for complying with S.W.P.P.P.

4. CONTRACTOR TO COMPLY WITH THESE REQUIREMENTS AND CITY ENGINEER'S DIRECTIONS DURING THE COURSE OF CONSTRUCTION.

O. Survey and Layout:

Contractor shall verify all dimensions on the drawings and shall report to the City Representative any discrepancies before proceeding with related work. Contractor shall perform all survey and precise layout work to the satisfaction of the City Engineer or his/her designee. Contractor shall establish final grades and extents for the improvements and preserve such work on as-built plans.

P. The Contractor is reminded that he is responsible for the control of water through the construction area, always.

Q. Payments to Contractor and Claims

1. Payment for Labor and Materials. The Contractor shall pay and cause the subcontractors to pay all accounts for labor, including Worker's Compensation premiums, State Unemployment and Federal Social Security payments and all other wage and salary deductions required by law. The Contractor also shall pay and cause the subcontractors to pay all accounts for services, equipment and materials used by it and the subcontractors during the performance of work under this contract. All such accounts shall be paid as they become due and payable. If requested by the Engineer, the Contractor shall immediately furnish the City with proof of payment of such accounts.

2. Additional Work. Payment for additional work and all expenditures more than the bid amount must be authorized in writing by the Engineer or his/her designee. Such authorization shall be obtained by the Contractor prior to engaging in additional work. It shall be the Contractor's sole responsibility to obtain written approval from City Engineer for any change(s) in material or in the work proposed by suppliers or subcontractors. No payment shall be made to the Contractor for additional work which has not been approved in writing, and the Contractor hereby agrees that it shall have no right to additional compensation for any work not so authorized.

3. Claims. The Contractor shall not be entitled to the payment of any additional compensation for any cause, including any act, or failure to act, by the City, or the happening of any event, thing, or occurrence, unless he shall have given the City due written notice of potential claim as hereinafter specifications. The written notice of potential claim shall set forth the reasons for which the Contractor believes additional compensation will or may be due, the nature of the costs involved, and, insofar as possible, the amount of the potential claim. Said notice shall be submitted on a As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 35 of 246 Page: D.7
form approved by the City at least forty-eight (48) hours (two working days) in advance of performing said work, unless the work is of an emergency nature, in which case the Contractor shall notify and obtain approval from the Inspector prior to commencing the work. The Engineer or his/her designee. may require the Contractor to delay construction involving the claim, but no other work shall be delayed, and the Contractor shall not be allowed additional costs for any said delay but may be allowed on extension of time if the Engineer or his/her designee. agrees that the work delayed is a controlling element of the Construction Schedule. The Contractor shall be required to submit any supporting data (or a detailed written explanation justifying further delay) within five (5) Workdays of a request from the Engineer or his/her designee and shall be responsible for any delays resulting from late and/or incomplete submittals. By submitting a Bid, the Contractor hereby agrees that this Section shall supersede Sections 6-6.3 and 6-6.4 of the Standard Specifications.

The City shall be the sole authority to interpret all plans, specifications and contract documents, and no claim shall be accepted which is based on the Contractor's ignorance, misunderstanding or noncompliance with any provision or portion thereof.

The above provisions shall supplement Section 3 of the Standard Specifications. The Contractor shall be responsible to provide all data and to obtain all approvals required by said Specifications, including submittal of Daily Extra Work Reports. No claims or extras shall be approved by the City unless all work was done under the direction of and subject to the approval of the Inspector.

Disputed work claims shall comply with Section 3 of the Standard Specifications, as modified herein.

It is the intention of this Subsection that differences between the parties arising under and by virtue of the Contract be brought to the attention of the Engineer at the earliest possible time in order that such matters may be settled, if possible, or other appropriate action promptly taken.

The Contractor hereby agrees that it shall have no right to additional compensation for any claim that may be based on any such act, failure to act, event, thing, or occurrence for which no written notice of potential claim as herein required was filed.

4. Noncompliance with Plans and Specifications. Failure of the Contractor to comply with any requirement of the Plans and Specifications, and/or to immediately remedy any such noncompliance upon notice from the Engineer, may result in suspension of Contract Progress Payments. Any Progress Payments so suspended shall remain in suspension until the Contractor's operations and/or submittals are brought into compliance to the satisfaction of the Engineer. No additional compensation shall be allowed because of suspension of Progress Payments due to noncompliance with the plans or specifications. The Contractor shall not be permitted to stop work due to said suspension of Progress Payments.

5. Request for Payment. Contractor shall submit all requests for payment on the City provided form.

The City shall provide the form for use after Contract is awarded.

Prior to submittal of said form, all items for which payment is requested shall be checked and approved in writing by the City Engineer. No payments will be made unless all back-up data is submitted with the payment request and the Progress Payment Invoice is signed by both Contractor and City Engineer.

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There shall be no separate payment for any relocations, barriers or forms, grading or temporary construction required to construct the improvements herein. Payment for these items shall be absorbed in the Bid Prices for the applicable work to which they are appurtenant, and no extra costs shall be allowed.

The payment of amounts due to the Contractor shall be contingent upon the Contractor and subcontractors furnishing the City with a release of all claims against the City arising by virtue of the Contract related to said amounts.

R. Legal Address of Contractor. The address given in the Bidder's Proposal is hereby designated as the place to which all notices, letters, and other communications to the Contractor will be mailed or delivered, except such notices and communications as shall be given by the City's Inspectors to the Contractor's designated Superintendent in the field. The mailing or delivering to said address of any notice, letter, or other communication, or the hand-delivery to said Superintendent, shall be deemed sufficient service thereof upon the Contractor. The date of such service shall be the date of such mailing or delivery. Said address may be changed at any time by a written notice signed by the Contractor and delivered to the Engineer.

S. Final Acceptance
Final acceptance by CITY will be made when Contractor has provided 'as-built' drawings and satisfactorily completed all work and improvements as called for in the Contract Documents including reconciliation of materials. The CITY shall notify Contractor in writing of final acceptance of the work.

Failure or neglect on the part of CITY to reject inferior work during the construction period shall not be construed to imply acceptance of such work nor to preclude its right to reject it. Contractor shall be required to correct all defects which become evident at any time prior to final acceptance of Contractor's work by CITY. The cost of all such repairs, material, labor, and overheads shall be borne by Contractor. Ownership, custody, and control of the work and facilities shall pass to CITY only upon Final Acceptance.

T. Warranty
The Contractor expressly represents and warrants that all work performed, and all materials used are free from defects of workmanship and conform to the Contractor's Contract obligations. This warranty shall commence upon Final Acceptance and end one year from that date. The Contractor shall pay the actual cost to CITY for any breach of this warranty corrected by CITY (including labor, material, and overheads). If CITY is unable to collect for the work after 30 days from completion, the actual cost may be deducted from the Contractor's refundable monies on deposit with CITY. CITY may recover such cost by claim against the surety on the performance or maintenance bond furnished by the Contractor.

U. As- Built Drawings
Provide and record a complete “As Built” records set of blue line prints showing changes from the As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 37 of 246 Page: D.9
original drawings and specifications and the exact “As Built” locations, sizes, and types of equipment.

V. Payment
All cost for complying with the requirements of this section shall be included in the various items of the bidding schedule unless specified otherwise.

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E. SPECIAL PROVISIONS – STREET IMPROVEMENTS
CUDAHY CITYWIDE – ATLANTIC AVENUE COMPLETE STREETS

IMPROVEMENT PROJECT
City Project No: STR-003
A. GENERAL

1. The Contractor shall obtain a no-fee Construction Permit before commencing construction from the City.

2. Scope of the Work covered by Contract Documents:

Furnish all labor, materials and equipment for the removal and upgrade of curb ramps, removal and upgrade of countdown pedestrian heads and pedestrian push button assemblies, cold milling and AC overlay, construction of new median, various signage, and street striping. Work includes hauling, delivery, and disposal of resulting materials.

3. The Contractor shall accept the site and the character of the work as they exist on the first day of work under this contract.

4. Limits of Work:

Limits of work shall be the legal property boundaries of the project site unless modified by Contract limit lines indicated on the plans or as noted otherwise.

Prior to commencing work on any area, the Contractor shall verify and coordinate them with the Engineer to ascertain the actual limits of work.

5. Project Schedule
The Contractor shall submit a Construction Schedule to City Engineer prior to beginning construction. No work may be started until a Notice to Proceed is issued by the City. A Notice to Proceed shall not be issued until the Schedule has been approved in writing. The work shall be scheduled to assure that construction will be completed within the specified time. The Contractor shall be held responsible for coordination of all phases of the operation so that the time schedule can be met.

The Contractor shall provide to the City all required contract bonds and evidence of insurance prior to the issuance of “Notice to Proceed” by the City.

If the Contractor desires to make a major change in its method or operations after commencing construction or if its Schedule fails to reflect the actual progress, the Contractor shall submit to City Engineer a revised Construction Schedule. Said Schedule shall be submitted in advance of beginning revised operations or within two (2) working days after notification by the City Engineer. City Engineer may suspend all progress payments if the Contractor fails to comply.

6. Notice to Proceed
The Contractor shall not commence work until a Notice to Proceed has been issued by the City to the Contractor.

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Page: E.2
Prior to the issuance of Notice to Proceed the Contractor shall provide the following:
a. The Contractor shall provide all required contract bonds and evidence of insurance to the City.
b. The Contractor shall submit a Construction Schedule to City Engineer. c. 1.) Obtain a no-fee Construction Permit from the City of Cudahy.

2.) Obtain a Construction Permit from the City of Bell for the construction of street pavement rehabilitation within the boundary of the City of Bell which is located westerly side of Atlantic Ave and south of Florence Ave as shown on the plan.

All costs to obtain the necessary construction permit shall be at the Contractor’s expense except for the money to be paid by the Contractor to the affected cities shall be reimbursed by the City of Cudahy to the Contractor. d. The Contractor shall obtain Encroachment Permit from adjoining cities for traffic Control purposes related to the street rehabilitation construction of Atlantic Avenue. The following cities, namely:

1.) City of Bell: for the construction of the northerly portion of Atlantic Ave.

2.) City of South Gate: for the construction of the southerly portion of Atlantic Ave.

3.) All costs to obtain the necessary encroachment permit shall be at the Contractor’s expense except for the money to be paid by the Contractor to the affected cities shall be reimbursed by the City of Cudahy to the Contractor.

7. Notwithstanding any other provisions of the Contract, the Contractor shall not be obligated to perform any work and the City shall not be obligated to accept or pay for any work performed by the Contractor prior to delivery of a Notice to Proceed. The City's knowledge of work being performed prior to delivery of the Notice to Proceed shall not obligate the City to accept or pay for such work.

The construction date shall begin within 10 days after “Notice to Proceed” is issued by the City to the Contractor.

8. Contract Time
The date construction shall begin will be specified in a Notice to Proceed, by the date indicated in the construction schedule in INSTRUCTIONS TO BIDDERS SECTION of these specifications.

Working hours are between 7:30 a.m. and 5:00 p.m. Monday through Friday, excluding legal holidays and weekends.

During periods when weather or other conditions are unfavorable for construction, the Contractor shall pursue only such portions of the work as shall not be damaged thereby. No portions of the work whose acceptable quality or efficiency will be affected by any unfavorable conditions shall be constructed while those conditions exist. It is expressly understood and agreed As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 40 of 246 Page: E.3
by and between the Contractor and the City that the Contract time for completion of the work described herein is a reasonable time taking into consideration the average climatic and economic conditions and other factors prevailing in the locality of the work.

9. Delay in Obtaining Materials:

No extension of time will be granted for a delay caused by the inability to obtain materials unless the Contractor either obtains advance written approval from City Engineer or obtains from the supplier and furnishes to the Engineer documentary proof that such materials could not be obtained due to war, government regulations, labor disputes, strikes, fires, floods, adverse weather conditions necessitating the cessation of work, or other similar action of the elements.

The Contractor is required to order materials in a timely manner as specified in the "Instruction to Bidders".

10. Contract Documents
The Contractor shall maintain at the job site one (1) set of Contract Documents to include Plans & Specifications, Standard Plans, and Standard Specifications for Public Woks Construction. At the end of each working day, the Contractor shall submit to the Inspector an accurate "as built" drawing of any changes that occurred from the approved plans and drawings, including Change Order work, changed conditions in the field, and/or claimed extra work. The Contractor shall be responsible to obtain the Inspector's written approval of the accuracy of said drawing. No invoice will be accepted for processing until all work included therein is accurately shown on the record drawings.

11. It shall be the Contractor's responsibility to completely remove all "construction graffiti" (spray paint or other marking for utilities, survey points and construction limits) prior to acceptance of the work as completed.

12. All cost for complying with the requirements of this section shall be included in the various items of the bidding schedule unless specified otherwise.

B. CONSTRUCTION STAKING:

1. The Contractor shall be responsible for construction staking.

2. Unless otherwise provided in the special provision, lines and grades for the construction shall be the responsibility of the contractor, with the following provisions:

Unless directed otherwise during construction by the City Engineer, all work under this contract shall be built in accordance with the existing street lines and grades. Field survey for establishing these, and for the control of construction, shall be the responsibility of the Contractor. All such survey work including construction staking shall be done on all items ordinarily requiring grade and alignment, at intervals normally accepted by the agencies and trade involved.

5. All Survey Monuments such as centerline monuments and Benchmarks removed and/or altered during the construction shall be reset and certified "corner records" shall be submitted by the Land Surveyor, to the Engineer prior to the final acceptance of the construction.

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6. Payment for surveying, construction staking, setting of the Survey Monuments and Benchmarks, preparing corner records, professional services, office, and field calculations, furnishing all labor, materials, equipment, tools, and incidentals, and for doing all the work involved, shall be considered as included in the items of work for which the surveying work is performed, and no additional compensation will be allowed.

C. MATERIALS:

1. Material Specifications:

Whenever any material is specified by name and number thereof, such specifications shall be deemed to be used for the purpose of facilitating a description of the materials and establishing the quality of the materials to be used. All materials shall be new and the best of their class and kind. No substitution will be permitted which has not been approved in writing by the Engineer.

2. Material List:

3. A complete material list shall be submitted prior to performing any work. Catalog data and full descriptive literature and manufacturer's specifications and installation instructions shall be submitted whenever the use of items different than those specified is requested.

4. The material list shall be submitted using the following sample layout (double spaced between each item).

Item No. Description Manufacturer Model Number

1. material ABC Corp. XXX

5. Approval of Substitutes:

6. Approval of any items, alternates or substitutes indicates only that the product(s) apparently meet the requirements of the drawings and specifications based on the information and/or samples submitted.

7. Contractor's Responsibility:

8. Manufacturer's warranties shall not relieve the Contractor of liability under these Specifications.

Such warranties only shall supplement the Contractor's responsibility.

D. INSPECTION AND TESTING:

All work covered by this Contract Documents shall be inspected by the City Engineer. Request for inspection service shall be made 24 hours in advance.

All materials furnished and all work performed under the Contract shall be subject to review and approval by the City Engineer. Such review may include mill, plant, shop, nursery, or field inspection as required. City Engineer shall be permitted access to all parts of the work, including plants where As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 42 of 246 Page: E.5
materials are manufactured or fabricated, and shall be furnished with such materials, information and assistance by the Contractor and its subcontractors and suppliers as is required to make a complete and detailed inspection.

The city will provide standard progress building and public works inspection at no cost to the Contractor. Contractor shall arrange and pay for all other inspections required by ordinance or governing authorities, including tests in connection therewith, as may be assigned to it in other sections of the specifications.

Where required by the Building Code, specialty inspectors shall be provided by the City at no cost to the contractor. The Contractor shall request specialty inspector at least forty-eight (48) hours in advance of an anticipated inspection.

City shall perform compaction tests as required.

It shall be the Contractor's responsibility to obtain Inspection in a timely manner prior to proceeding with any phase of construction. The Contractor shall neither allow nor cause any of its work to be covered or enclosed until it has been inspected, tested, and approved by the Director of Public Works and Development Services or his/her designee.

City Engineer will make, or have made, such inspections and tests as he deems necessary to see that the work is being accomplished in accordance with the requirements of the Contract. In the event such inspections or tests reveal non-compliance with the requirements of the Contract, the Contractor shall bear the cost of such corrective measures deemed necessary by the Director of Public Works and Development Services or his/her designee, as well as the cost of the subsequent reinspection and re-testing. It shall be understood and agreed that the inspection or making of tests shall not constitute an acceptance of any portion of the work nor relieve the Contractor from compliance with the terms of the Contract.

Work done in the absence of prescribed inspection may be required to be removed and replaced under the proper inspection, and the entire cost of removal and replacement, including the cost of all materials which may be furnished by the City and used in the work thus removed, shall be borne by the Contractor, regardless of whether the work removed is found to be defective or not. Work covered without the authority of City Engineer shall, upon order of the City Engineer, be uncovered to the extent required, and the Contractor shall similarly bear the entire cost of performing all the work and furnishing all the materials necessary for the removal of the covering and its subsequent replacement.

E. UTILITIES

1. Existing on the surface utility structures are not shown accurately on the plans. There may be some of these structures that are not shown on the plans. It shall be the Contractor’s responsibility to verify their accuracy. However, prior to any excavation, the Contractor shall verify the locations and elevations of all existing utilities where excavation to perform are required, by contacting Underground Service Alert at 811, at least 48 hours in advance. The Contractor shall also notify the affected utility companies and agencies before beginning excavation and shall coordinate his work with them.

As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 43 of 246 Page: E.6

2. The Contractor shall protect existing utilities in accordance with Section 5-2 “Protection” of the Standard Specifications for Public Works Construction.

3. The Contractor shall protect all utilities and other improvements which may be impaired during construction operations. It shall be the Contractor's responsibility to ascertain the actual location of all existing utilities, including service laterals, whether shown or not shown on the drawings that will be encountered in its construction operations, and to see that such utilities or other improvements are adequately protected from damage due to such operations. The Contractor shall take all possible precautions for the protection of unforeseen utility lines to provide for uninterrupted service and to provide such special protection as may be directed by the Engineer.

4. The Contractor shall be solely responsible to check all utility record maps, books, and/or other data in the possession of the City, other agencies, and/or all utility companies, and no allowance shall be made for any failure to have done so.

5. The Contractor shall be responsible that all utility services shall not be interrupted.

6. The utility companies and their contacts having facilities within or near the construction are listed on Sheet 1 of the plans.

7. All utility structures, whether shown or not, within the street pavement and pedestrian walkway rehabilitation shall be adjust to grade as follows:
a. Storm Drain and County Sewer manhole frames and covers shall be adjusted to grade by the Contractor per Standard Specifications for Public Construction. b. Sanitation Sewer (CSD) manhole frames and covers shall be adjusted to grade by the Contractor per Los Angeles Sanitation District Standard Procedure as follow:

ADJUSTMENT OF COUNTY SANITATION DISTRICTS MANHOLES TO NEW GRADE When County Sanitation Districts (CSD) manholes must be adjusted to new grade because of re-grading and/or resurfacing over the manholes, the work will be done by CSD in conjunction with the Contractor responsible for the re-grading and/or resurfacing work pursuant to the following procedures:

1. The Contractor shall notify CSD’s Superintendent of Maintenance at (310) 638-1161 a minimum of three (3) working days prior to the start of any work involving CSD manholes.

2. If grade over manhole is to be lowered:
a. The Contractor shall furnish and deliver a temporary steel cover plate of adequate thickness and size approved by CSD for the manhole.
b. The Contractor shall excavate around the manhole to a depth and distance outside of the manhole as required for CSD to remove the manhole frame and cover.

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c. CSD will remove the manhole frame and cover and the interfering portion of the manhole shaft and place the cover plate over the manhole. d. The Contractor shall store and protect the frame and cover and fill and/or pave over the cover plate to final grade.
e. The Contractor shall remove the pavement and/or fill as required for CSD to raise the manhole to final grade. Pavement and/or fill shall be removed to a minimum depth of not less than 6 inches below final grade and 12 inches around the manhole if the cover plate is more than 6 inches below final grade.
f. CSD will raise the manhole and set the frame and cover to final grade. g. The Contractor shall provide a 12-inch wide by 12-inch-high concrete ring around the manhole frame. In unpaved areas, the concrete ring shall include #3 rebar, 12-inch overlap. The Contractor shall backfill and compact and complete the pavement around the manhole.

3. If grade over manhole is to be raised:
a. The Contractor shall fill and/or pave directly over the manhole frame and cover to final grade.
b. Repeat steps e. through g. of Item 2 above except when grade is to be raised more than 2 feet. In such case, the Contractor shall excavate around the manhole to a depth and distance as determined by and required by CSD to remove and reconstruct the manhole shaft with the required taper.

The Contractor shall be responsible for furnishing, placing, and maintaining barricades and lights as necessary to protect the public from danger due to the work being performed.

Payment for all the work made by the Contractor in adjusting County Sanitation District (CSD) manhole to grade as stated in the ADJUSTMENT OF COUNTY SANITATION DISTRICTS MANHOLES TO NEW GRADE PROCEDURES sated above, shall be paid at the Contract Unit price per Each (EA) and it shall be full compensation in complying all requirements in Contract Documents including hauling, delivery, and disposal of resulting materials. No additional compensation will be allowed.
c. SCE, Gas, Water Valve, Monitoring Wells and Communication structures shall be adjusted to grade by the respective purveyor. It shall be the Contractor responsibility to coordinate and notify the purveyors for the needs of their adjustment work.

8. Where existing exposed utility structures (Crown Castle) are encased by PCC pad/structures shall be protected in place. Cold milling of AC pavement shall be done around the edges of these structures.

9. Edison exposed concrete manhole shall be protected in place. Cold milling of AC pavement shall be done around the edges of these structures.

10. The utility companies and their contacts having facilities within or near the construction are listed on Sheet 1 of the plans.

11. All cost in complying with these requirements shall be considered included in the cost of various bid items unless specified otherwise.

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F. PHASING
To provide minimum inconvenience to the public particularly the residence and business owners, occupants and the travelling public, the Contractor shall execute the project in phases and adhere to the Traffic Control Requirements below.

Prior to the start of construction, the Contractor shall prepare and submit his/her phasing program to the Engineer for review.

G. TRAFFIC CONTROL REQUIREMENTS

1. The Contractor shall be responsible to furnish, install and maintain such devices which are necessary to provide safe and efficient passage for the traveling public through the work area, for the safety of personnel present in the work area, and to minimize inconvenience.

2. All work and materials to implement construction staging and traffic control shall comply with the California Manual of Uniform Traffic Controls Device (CA MUTCD). Signs, markings, striping, barricades, delineators, and all materials shall conform to applicable Caltrans standards and specifications.

3. The use of flagmen may be required if deemed so by the City Engineer. Adequate flagmen, construction signs barricades, delineators, and arrow boards shall be used to the satisfaction of the City Engineer. Adequate traffic control shall always be maintained through the construction zone.

4. Traffic control through the project area shall conform to the requirements of Section 7-10, “Public Convenience and Safety,” (SSPWC).

5. The Contractor shall not allow traffic to travel on natural ground, subgrade, or aggregate base material. Traffic must only be allowed on a firm asphalt surface. A temporary ac pavement may be used for this reason to allow traffic.

6. The Contractor shall maintain a minimum of 5 feet clearance from the vertical edge of excavation.

7. The Contractor shall not be allowed to leave vertical edge over 1” within the street pavement when the pavement is open to traffic except along the edge of gutter. Otherwise, the Contractor shall construct temporary AC transition at edges including around the edges of utility structures.

The transition at traverse edge to through traffic shall be 6:1 slope, at longitudinal edge shall be 4:1 slope and at driveways ramped at 6:1 slope.

8. Ingress and egress of vehicle to all driveways shall be always maintained except when arranged in advance by the Contractor with the respective residence.

9. The Contractor shall always maintain one 10’ wide minimum traffic lane in each direction.

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10. No street or one traffic direction closure shall be allowed unless approved by the City Engineer 48 hours prior to the closure and subject to the following condition:
a. The Contractor shall submit a detour plan prepared by a Civil Engineer in the State of California, for approval by the Engineer.
b. Notify the following Agencies two (2) working days before closing or partially closing any street or alley:

Cudahy Municipal Enforcement Department (323) 773 5143 ext. 500 City Cudahy Fire Department
City of Cudahy Police Department (323) 264 4151 (Lt. Ariano)

11. The Contractor shall install, maintain, and remove all temporary delineators, barricades, lights, warning signs and other facilities necessary to control traffic as specified in the CA MUTCD.

12. All traffic lanes shall be open at the end of working hours of each day, unless approved by the City Engineer.

13. Payment for traffic control shall be included in various bid items of the Bid Schedule.

H. CLEARING AND GRUBBING
Clearing and grubbing shall conform to the requirements of Section 300-1 "Clearing and Grubbing", (SSPWC). The Contractor shall incorporate the following exceptions, additions, or deletions to the noted Section:

Subsection 300-1.4, “Payment”, (SSPWC), replace with the following:

Payment for clearing and grubbing shall be considered included in various bid items except for other removal items as listed and described in the bid schedule.

Payment shall include full compensation for removal, hauling and disposal of all resulting materials and restoration as specified. No additional compensation shall be allowed.

I. UNCLASSIFIED EXCAVATION
Unclassified excavation shall consist of all excavation, including roadways unless separately designated and shall conform to the requirements of Section 300-2 "UNCLASSIFIED EXCATION”, (SSPWC). The Contractor shall incorporate the following exceptions, additions, or deletions to the noted Section:

1. Subsection 300-2.1, “General”, (SSPWC):
a. Unclassified excavation shall also include removal of existing PCC pavement, curb and gutter and the depth of removal shall be to the depth necessary to construct the new improvement unless noted otherwise.

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b. The Contractor shall be responsible to review the project site prior to bidding and include all such work in its bid prices for this item.
c. Limits: The Contractor shall meet with the Inspector prior to making removals to verify the actual limits of removals and locations of joins, to establish smooth joins and to assure proper drainage. The Contractor may make minor changes in the location of joins and limits of removal, provided a smooth join and proper drainage shall be achieved and it has obtained approval from the Engineer.
d. Unless noted otherwise elsewhere in the Contract Documents, all material removed from the project shall be considered the property of the Contractor and shall be disposed in a legal manner outside the project site.

CONTRACTOR shall remove and transport debris and rubbish in a manner that will prevent spillage on streets or adjacent areas. Cleanup of spillage will be at CONTRACTOR’S expense.

Contractor shall not start any removal work unless it is prepared to perform reconstruction work immediately without interruption from the time removals begun, unless otherwise approved by the Engineer.
e. The existing AC pavement thickness is unknown.
f. Concrete Curb, Walk, Gutters, Cross Gutters, Driveway, and Alley Intersection:

The limits of sidewalk removal shall be as shown on the plan and to be extended to the nearest scoring and joints to be verified on the field and subject to the direction of the Engineer. g. Removal of existing improvements shall be in accordance with Section 401 – Removal of the Standard Specifications for Public Works Construction (SSPWC).

2. Subsection 300-2.9, “Payment”, (SSPWC), replace with the following:

Sawcut and remove existing improvements shall be paid per Square Feet as described in the applicable bid item and shall include full compensation of removal, hauling and disposal of all resulting materials and in compliance with all the requirements of the Contract Documents unless noted otherwise. No additional compensation shall be allowed.

J. STRUCTURE EXCAVATION AND BACKFILL

1. Subsection 300-3.1 General, (SSPWC), add the following:

Some PCC work such as curb ramps, curb and gutter, sidewalk and other structure may require structural excavation and structural fill to meet the designed construction and finished grade. And where a tree or concrete foundation is removed, structural backfill is required to construct the new improvement.

2. Subsection 300-3.7, Payment, (SSPWC), amend and add the following:

There will be no separate payment for structural excavation and backfill. The cost for structural As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 48 of 246 Page: E.11
excavation shall be considered included in the applicable removal bid items and the cost of structural backfill shall be considered included in the price bid for the construction or installation of the item to which such backfill is incidental or bid appurtenant.

K. UNCLASSFIED FILL

1. Subsection 300-4.1 General: add the following:

Under the new curb median construction:

The classified fill will be required to fill the void made in the AC pavement section removal to the new median top of curb.

Unclassified fill for landscaping & planting shall be referred to the Landscaping plans and specifications prepared by Lost West Landscape Architect. See section details on the plan/s for limits of unclassified excavation.

2. Payment of unclassified fill shall be made at the Contract Unit Price per Cubic Yard (CY) and shall include full compensation in compliance with the Contract Documents Payment and shall include removal, hauling and disposal of all resulting materials and restoration as specified. No additional compensation shall be allowed.

L. BASE MATERIAL AND/OR SUBGRADE PREPARATION.

1. Preparation of base material and/or subgrade shall conform to the requirements of Section 301-1, "Subgrade Preparation", (SSPWC).
a. Subsection 301-1.2 "Preparation of Subgrade", (SSPWC), add the following:

Where AC pavement section slot cut will be made, the existing AC pavement sections may be AC pavement over base material or subgrade. Prior to placement of the new pavement section, the exposed base material or subgrade shall be scarified to a minimum depth of 6 inches, moisture conditioned, to the optimum moisture content and re-compacted to a minimum of 95 percent relative compaction.
b. Payment of preparation of base material or subgrade shall be considered included on the applicable bid items that would require preparation of subgrade.

M. ASPHALT CONCRETE PAVEMENT SECTION
The Contractor shall incorporate the following exceptions, additions, or deletions to Section 302-5, “Asphalt Concrete Pavement”, (SSPWC):

1. Subsection 302-5.1, “General”, (SSPWC), add the following:

The new AC pavement section to restore AC pavement slot cut, shall consist of full depth of AC pavement, type C2-PG 64-10 on prepared base material or subgrade.

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Where the said AC pavement section restoration is adjacent to the new AC pavement overlay, the upper two inches of the AC pavement section restoration shall be done with the adjoining AC pavement overlay.

2. Subsection 302-5.9, “Measurement and Payment”, (SSPWC), replace 1st paragraph of subsection with the following:

Asphalt Concrete pavement section will be paid per the Contract Unit Price per Square Foot (SF) as shown on the bid schedule and shall be full compensation to include compliance of the other requirements in the Contract Documents and removal, hauling and disposal of all resulting materials.

No additional compensation shall be allowed.

N. CURB, GUTTER, PCC WALK, RETAINING CURB AND CROSS GUTTER SPANDREL.

1. Construction of PCC improvements shall include crushed miscellaneous base.

2. All concrete shall be Class 520-C-2500, in accordance with Section 201-1.1.2, "Concrete Specified by Class", (SSPWC) unless noted otherwise on the plan.

3. Payment for these items of work shall be at the applicable bid item contract unit and shall be full compensation to include compliance of the other requirements in the Contract Documents and removal, hauling and disposal of all resulting materials. No additional compensation shall be allowed.

O. TRAFFIC DEVICES

1. Electrical systems shall conform to the provisions in the Standard Specifications, Section 86, “Signals, Lighting and Electrical Systems.”
Description
This section covers the electrical work to be accomplished under this contract. Electrical work shall consist of removing, salvaging, and disposing existing traffic equipment and electrical systems, furnishing, and installing foundations, conduit, signal conductors/cables, pull boxes, APS push buttons, and countdown pedestrian indications and mounting at the following intersections:

OTIS AVE / LIVE OAK STREET

OTIS AVENUE / CLARA STREET

WILCOX AVE / LIVE OAK STREET

WILCOX AVE/CLARA STREET

CLARA STREET/RIVER ROAD

The locations of cabinets, poles, conduit, pull boxes and electrical service shown on the Plans are approximate and exact locations will be verified by the Engineer in the field. All systems shall be complete and in operating condition at the time of acceptance of the contract.

2. REMOVING AND REPLACING IMPROVEMENTS
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Removing and replacing improvements shall conform to the provisions in the Standard Specifications, Section 86-2.02, “Removing and Replacing Improvements.”

3. REMOVING, REINSTALLING OR SALVAGING ELECTRICAL EQUIPMENT Removing, reinstalling, or salvaging of electrical equipment shall conform to the provisions in the Standard Specifications, Section 86-7.01, "Removing, Reinstalling or Salvaging Electrical Equipment" and Section 86-7.02, "Reinstalling Removed Electrical Equipment", of the Standard Specifications and these Special Provisions.

Salvaged traffic signal poles and equipment shall become the property of the Contractor.

4. TRAFFIC SIGNAL CONTROLLER ASSEMBLY
The Contractor shall reuse the existing traffic signal controller unit and cabinet. All traffic controller assembly equipment, including cabling and cable terminations, shall be installed by the Contractor in the configuration as required to provide the proper operation.

All specifications not covered by these specifications shall conform to the latest State of California, Department of Transportation Standard Specifications and Standard Plans. The State Specifications referred to in these specifications shall mean the latest State of California, Department of Transportation, Standard Specifications, unless otherwise is indicated.

All connecting cable leads shall be labeled and terminate at terminal blocks. The lead-in cables shall not be taped.

5. PEDESTRIAN SIGNALS
Pedestrian signals shall be countdown pedestrian signals with two rows of LED indications for the countdown timer, full hand, and full man. Pedestrian signal housings shall conform to the provisions in Section 86-4.01B, “Signal Sections,” and shall be aluminum.

Full compensation for furnishing all labor, materials, tools, equipment and incidentals for the Countdown Pedestrian Signal shall be made per Contract Unit Each (EA) for doing all work described above shall be considered full compensation and no additional compensation shall be allowed, therefore.

6. SIGNAL MOUNTING ASSEMBLIES
Signal mounting assemblies, as shown on the Plans, shall conform to the provisions in Section 86-

4.08, "Signal Mounting Assemblies", of the Standard Specifications and these Special Provisions.

Pipe fittings shall be aluminum alloy Type AC-84B No. 380.

Full compensation for furnishing all labor, materials, tools, equipment, and incidentals for doing all work described above shall be considered as included in the contract price paid for under applicable bid items of work and no additional compensation shall be allowed.

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7. VEHICLE DETECTORS
Vehicle detectors shall conform to the provisions of Section 86-5, "Detectors", of the Standard Specifications and these Special Provisions.

Loop detector lead-in cable shall be Type B.

Loop wire for circular loops shall be Type 2.

Detector loops shall be sawcut in the base course of asphalt. Exact placement of loops shall be approved by the engineer prior to saw cutting.

Slots of circular loops shall be filled with hot-melt asphaltic sealant.

The installation notes, details and tests indicated on Standard Plans ES-5A and ES-5B, and the following shall apply:

Where two (2) or more Individual loops are to be connected to the same sensor unit, they shall be connected in accordance with the sensor manufacturer recommendations and to the satisfaction of the Engineer to obtain the required loop sensitivity.

Detector Loop lead-in cable (DLC) from the first pull box to the controller cabinet shall be tagged with the identity of all detection areas connected to the circuit.

Conductors to be buried in the pavement may be installed ONLY in the presence of the Engineer.

Splices and connectors for loop lead-ins shall be soldered and insulated by "Method B" as shown on the Standard Plan ES-13A.

Contractor shall ensure compatibility of each inductive loop sensor and its associated loop leadins and loops and shall ensure and prove to the satisfaction of the Engineer that the combined system will provide consistent and stable operation unaffected by input voltage variations of plus or minus I0%, common electric and magnetic disturbances, flooding of cable with water, and normal range of temperature, humidity and other weather and climatic conditions. Any deviation from ensuring such compatibility shall be approved by the Engineer prior to installation.

Prior to filling wire slots with sealant, a vehicle performance check shall be performed for each detection area as designated on the drawings.
a. Inductive loops shall be installed, soldered connections made, and circuits completed through amplifier to controller, complete, and system energized, except that pavement slots and holes shall not be filled with hot-melt sealant.
b. The test vehicle, which shall be furnished by the Contractor, shall be a Honda CT70 motorcycle licensed by the Department of Motor Vehicles of the State of California for use on public streets. A motorcycle operator, licensed by the Department of Motor Vehicles of the State of California shall also be furnished by the Contractor.

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c. The test vehicle shall be detected continuously at all locations within each detection area Immediately adjacent to a crosswalk or limit line, as shown on the construction drawings, for at least three (3) minutes. For all other detection areas, the test vehicle shall be detected continuously at all locations within each detection area, for at least 1.5 minutes. d. Upon successful completion of the above test to the satisfaction of the Engineer, the Contractor shall fill the wire slots with hot-melt sealant and repeat the test to the satisfaction of the Engineer.

If the Engineer approves, the Contractor may place sealant prior to testing.

Full compensation for furnishing all labor, materials, tools, equipment, and incidentals for doing all work described above shall be considered as included in the contract price paid under applicable bid items of work and no additional compensation shall be allowed.

8. PEDESTRIAN PUSH BUTTON ASSEMBLIES

Pedestrian bush button assemblies, as shown on the plans, shall conform to Section 86-5.02, "Pedestrian Push Button Assemblies" of the Standard Specifications and these Special Provisions.

Pedestrian push button assemblies shall be Americans with Disabilities Act (ADA) Polara Navigator two-wire audible push buttons or pre-approved equal. Pedestrian push button housings shall be either machined or die-cast aluminum, factory coated with dark green powder paint. Push buttons shall be yellow bull-nose buttons. The audible pedestrian push button system shall be provided as follows:
a. The Audible-Tactile Pedestrian Signal System shall consist of all electronic control equipment, mounting hardware, push buttons and sign, which is designed to provide both a push button with a raised vibrating tactile arrow on the button, along with a variety of audible sounds for different pedestrian signal functions.
b. The System shall consist of a Control Unit and Pedestrian Push Button Stations, as described below, and handheld infrared device for programming the system settings. c. The System shall be manufactured by an ISO 9001 certified company. d. The System shall be certified to applicable NEMA and FCC specifications by an outside laboratory.
e. The Push button Station shall provide information and cues via both a vibrating arrow button and audible sounds making the intersection accessible for all pedestrian with the following requirements:
f. System shall support from 2-12 push button stations per intersection (maximum of 3 push buttons per phase) controlled by a single base unit located in the traffic control cabinet. g. Push button stations shall be able to provide the following audible features:
x 3 locate tone sound choice.

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x A Pre-walk information message (as a custom feature with extended push) x A “Wait” message that plays once the button is activated until the walk cycle goes into effect. This message must have the field selectable option of OFF or playing every 4, 6, 8 or 10 seconds.
x 5 walk sound choices (field selectable)
x 3 Ped-clearance sound choices including audible countdown (field selectable) x Direction of travel message (as a standard feature with extended push) x Multiple language capability, selectable by user (as a custom feature). x Emergency preemption message in conjunction with a preemption system (selectable feature).

1. All audible sounds shall emanate from push button station.

2. Custom message IC must reside in the Push Button Station or in control unit located in the control cabinet for easy change and/or maintenance.

3. “Walk”, “Don’t Walk” and “Pedestrian Clearance” audible feature must have independent settable minimum and maximum volume limits.

4. All sounds must automatically adjust to ambient noise levels over a 60 dB range.

5. All sounds for all push button stations must be synchronized.

6. System must be able to provide audible countdown during ped clearance phase.

7. Push button stations must require only two wires coming from the traffic control cabinet for each phase / crosswalk.

8. Push button shall be ADA and MUTCD compliant.

9. Each push button station must have a 2” cast aluminum button with an aluminum tactile raised directional arrow on the button.

10. The arrow on the push button shall be able to be changed to one of four directions.

11. The arrow/button shall vibrate during the walk period, following a button push.

12. Push button station frame shall be made of cast aluminum with mounting holes to hold a 5”x7¾” or larger pedestrian sign.

13. All Push Button volumes and optional features shall be programmed at the push button using Infrared device with password security.

14. Push Button shall have the option to mute sounds on all crosswalks except activated crosswalk (selectable feature).

15. Each Push button Station shall have a unique ID for self-test and failsafe capabilities.

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The CCU power supply and control unit that provides power and data to the push button stations shall be provided as follows:

1. Shall be installed inside the Traffic Cabinet and be powered by the AC supply mains (115 VAC).

2. Shall control up to 12 Push Button Stations in a maximum of 4 phases up to 3 push buttons per phase.

3. Shall control up to four Pedestrian phases, receiving its timing from the Walk and Don’t Walk signals.

4. Shall be able to self-test all buttons, report any faults to traffic controller, and put a phase into recall should a push button fail the self-test.

5. Shall provide general purpose inputs optically isolated 10-36 volts AC/DC Peak 10 mA maximum.

6. Shall be provided with a 4-cable interface harness assembly.

7. Shall be provided with an interface connection board with relays that when wired in conjunction with the CCU provides failsafe protection should any of the CCU channels fail.

A handheld remote Infrared Programming Device shall be used for programming the APS system as follows:

1. Shall use Infrared technology with an LCD display to program the push button stations as well as the CCU.

2. Shall be password protected.

3. Shall be capable of setting all volumes and features of the APS system.

4. Shall be capable of setting/updating a single push button station or all push button stations on the intersection for most functions from a single push button station (Global updating).
h. Full compensation for furnishing all labor, materials, tools, equipment and incidentals for doing all work described above shall be considered as included in the contract price paid for under applicable bid items of work and no additional compensation shall be allowed, therefore.

9. STANDARDS APS PUSH BUTTON POSTS
The installation of posts shall conform to the provisions of Section 86-2.04, "Standards, Steel Pedestals and Posts", of the Standard Specifications and these Special Provisions.

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Full compensation for furnishing all labor, materials, tools, equipment, and incidentals for doing all work described above shall be paid per Contract Unit Each (EA) shall be considered full compensation no additional compensation shall be allowed, therefore.

10. CONDUIT
Conduit shall conform to the provisions of Section 86-2.05 "Conduit", of the Standard Specifications and these Special Provisions.

When trenching in concrete pavement is allowed, the sides of the trench shall be neatly saw cut prior to trenching in accordance with the “Saw Cutting” section in these specifications. Saw cuts shall coincide with concrete joints as much as possible.

Conduit and fittings shall be Type 1, hot dip galvanized rigid steel, per size shown on the plans.

Type 1 conduit shall be bonded and grounded. Coupling of PVC to metal conduit is prohibited.

The minimum bend radius for all new fiber optic conduit shall be 3’. Fiber optic conduit bends (sweeps) in pull boxes shall not exceed 45 degrees to facilitate the pulling of the fiber optic cable per these Special Provisions and per details in the Plans.

After conductors and signal cables have been installed, the ends of conduit, terminating in the electrical service cabinet and controller cabinet shall be sealed with a sealing component, approved by the Engineer.

Prior to the installation of cable in the conduit, the Contractor shall inspect all existing conduit runs and sweeps along the system and determine if the existing conduit entering pull boxes is adequate to meet the minimum bending requirements for the fiber optic cabling. The Contractor shall use special pulling methods to pull the cable in existing conduit system to meet the manufacturer’s requirements. For locations where special pulling methods cannot be used, additional conduits or pull boxes may be installed after approval by the Engineer. Additional conduits or pull boxes for meeting the provisions of this section, if approved by the Engineer, will be paid in accordance with the contract pay items.

Conduit shall include all saw cutting and trenching or directional drilling; backfill; removal of spoil; conduit; conduit sweeps; removal and disposal of existing conductors; removing and replacing existing sidewalk, roadway, or landscaping; and replacing any damaged sidewalk, roadway or landscaping damaged during the installation.

11. CONDUCTORS, SIGNAL CABLES AND WIRING
Conductors, signal cables and wiring shall conform to the provisions in Section 86-2.08, “Conductors", and Section 86-2.09, "Wiring", of the Standard Specifications, these Special Provisions, and as shown on the Plans.

All cables shall be continuous, without splices between the terminal block in controller cabinet and the terminal block in the pole.

As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 56 of 246 Page: E.19
All splices shall be made in the locations and in the manner specified in Section 86-2.09D of the Standard Specifications. Conductors shall be spliced using "C"-shaped compression connectors as shown on the Standard Plans ES-13A. Splices shall be insulated by "Method B" as shown on Standard Plan No. ES-13A. Or, at the Contractors option, splices of conductors shall be insulated with heat shrink tubing of the appropriate size after thoroughly painting the spliced conductors with electrical insulating coating.

Cable and wire shall include trace wire, cable slack, termination, splicing, testing, and other accessories necessary to complete the power and communications network.

12. BONDING AND GROUNDING
Bonding and grounding shall conform to Section 86-2.10, "Bonding and Grounding", of the Standard Specifications and these Special Provisions. Grounding to existing water systems will not be permitted.

Full compensation for furnishing all labor, materials, tools, equipment, and incidentals for doing all work described above shall be considered as included in the contract price paid for under applicable items of work and no additional compensation shall be allowed, therefore.

13. STREET SIGNS
Roadside signs shall be installed at locations as shown on the plans. Sign panels shall be constructed of ASTM Type IX – DG3 prismatic reflective sheeting on aluminum. The Contractor shall furnish a certificate of compliance from the manufacturer showing that sign panels conform to specifications issued by the State of California Department of Transportation for both materials and legend.

All sign panels to be mounted on signal mast arms adjacent to signal heads shall be furnished and installed by the Contractor as shown on the plans per Detail U of Standard Plan ES-7N. Sign panels mounted on signal poles and mast arms shall be constructed of ASTM Type IX - diamond grade VIP reflective sheeting on aluminum.

Existing signs shall be removed, salvaged, and re-installed at new locations as shown on the Plans, or as directed by the Engineer. Each sign shall be reset or installed at the new location on the same day said sign is removed from its original location. Where the sign foundation is not available on the same day, a temporary support must be provided. Sign elevation above the save pavement shall not be changed by relocation or resetting. Relocated signs shall be set in accordance with Section 56-2 “Roadside Signs: of the Standard Specifications.

14. MAINTAINING EXISTING AND TEMPORARY ELECTRICAL
Maintaining existing and temporary electrical systems shall conform to the provisions of Section 86-1.05, "Maintaining Existing and Temporary Electrical Systems" of the Standard Specifications and these special provisions. Existing traffic signal and street lighting shall be kept in effective operation for the benefit of the traveling public during the progress of the work, except when signal shut down as permitted to allow for alterations and/or additions to the system. Traffic signal shut down shall be limited to weekdays between 8:30 a.m. and 3:00 p.m., unless otherwise As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 57 of 246 Page: E.20
approved by the engineer. The Contractor shall notify the Engineer 48 hours prior to any shut down.

15. SCHEDULING OF WORK
Scheduling of work shall conform to the provisions of Section 86-1.06, "Scheduling of Work", of the Standard Specifications and these special provisions. The contractor’s first order of work shall be to order traffic signal equipment.

Functional tests and traffic signal turn-on shall start on any working day except Friday or the day preceding a legal holiday.

16. AS-BUILTS
The Contractor shall prepare final as-built drawings of the project based on actual conditions after construction. As-built drawings shall be prepared in AutoCAD with any changes clearly delineated within the file. AutoCAD files shall be submitted electronically to the City for record.

P. AC PAVEMENT COLD MILLING AND AC OVERLAY

1. General:

As also discussed under Traffic Control Requirements Section above, the Contractor shall not be allowed to leave vertical edge over 1” within the street pavement when the pavement is open to traffic except along the edge of gutter. Otherwise, the Contractor shall construct temporary AC transition at edges including around the edges of utility structures.

The transition at traverse edge to through traffic shall be 6:1 slope, at longitudinal edge shall be 4:1 slope and at driveways ramped at 6:1 slope.

2. AC Pavement Cold Milling
Cold mill shall conform to the provisions of Section 302.1 of the Standard Specifications. The Contractor shall cold mill existing AC pavement as specified on the plans.

Cold milling shall remove 2” depth of AC to provide for placement of new AC paving overlay. The surface of pavement after cold milling shall be uniformly rough grooved or ridged as directed by the City Engineer. The grade shall not deviate from a suitable straight edge by more than 1/8” at any point.

Where cold milling will be done around existing structures to remain, cold milling or grinding of AC pavement shall be done around the edges of such structures.

During the cold milling operation, the Contractor shall sweep the street with mechanical equipment and remove all loosened material from milled areas. The Contractor shall abate dust nuisance by cleaning, sweeping, and sprinkling with water (recycled water, if available) or other means as necessary.

As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 58 of 246 Page: E.21
All Asphalt Concrete material covering existing concrete improvement shall be removed as directed by the City Engineer at no additional cost to the City.

All materials to be removed as indicated on the plans shall be disposed of at a legal site as specified in subsection 300-1.3.1 of the Standard Specifications for Public Works Construction.

After grinding and removing the specified thickness of the existing asphalt concrete layer and before adding the new asphalt concrete overlays, all damaged areas and cracks shall be repaired, sealed, and patched properly. Cracks wider than ¼” should be sealed, loose pavement removed and patch, spalls repaired, and broken slabs or punch outs replaced. Sealing material shall comply with the latest version of ASTM D6690. If any localized deep failure area is observed after grinding, the existing pavement section within such area should be completely removed and replaced with new asphalt concrete and base section.

3. ASPHALT CONCRETE PAVEMENT
All work shall conform to Section 302-5 and 400-4 of the “Standard Specifications for Public Works Construction” and these Special Provisions.

The Contractor shall take note that prior to AC overlay all utility trenches shall be restored and paved unless phased accordingly and approved by the Engineer.

Asphalt Concrete overlay on all streets included in this project shall be 2” AC overlay consisting of 2” Asphalt Hot Mix Type C2-PG 64-10.

A tack coat shall be applied to all surfaces when the wearing surface is not placed immediately following the leveling course and to all areas of joining existing pavement.

Tack coat shall be Grade SS-1H, per Section 302-5.4 and shall be applied to the perimeter of all AC removal and replacement locations. (All tack coat overspray on gutter lip shall be removed.)

4. Payment
Payment for 2” AC pavement cold mill and 2” AC overlay shall be made on Contract Unit price per Square Foot (SF) Unit Price basis and shall be considered full compensation for complying with the above requirements, removal of all existing striping, legend, pavement marking, raised pavement markers, prepare area for asphalt application including crack sealing, remaining AC pavement section repair and solid waste management and including hauling, delivery and disposal of all resulting materials. No additional compensation will be allowed.

Q. PAVEMENT STRIPING AND MARKERS
All work shall conform to the latest edition of Caltrans Standard Plans, Standard Specifications, and California Manual on Uniform Traffic Control Devices (CAMUTCD).

Traffic striping raised pavement markers, reflective materials, the application of thermoplastic striping and pavement markings, and the installation of raised pavement markers shall conform to the provisions in the Caltrans Standard Specifications, Sections 84, “Traffic Stripes and Pavement As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 59 of 246 Page: E.22
Markings” and Section 85, “Pavement Markers”.

Striping details, pavement legends and symbols shall conform to those in Caltrans Standard Plans.

Pavement legends and symbols shall be white, unless noted otherwise.

Lane line and/or centerline pavement delineation, where existing or called for on the Plans, shall be always provided for traveled ways open to public traffic. Whenever the Work causes obliteration of pavement delineation, temporary pavement delineation or permanent traffic stripes of the appropriate color and detail shall be in place. In the locations shown on the Plans, prior to opening the travelled way to public traffic.

Striping shall be cat tracked and approved by the City Inspector prior to final installation.

All conflicting existing striping, painted symbols and raised pavement markers shall be removed. The removal of painted markings and raised pavement markers shall conform to the provisions of the Caltrans Standard Specifications.

Thermoplastic pavement marking materials and installation shall conform to Caltrans Standard Specifications Section 84-2. Materials shall consist of extruded Alkyd Binder Thermoplastic in conformance with State Specification 8010-19A. Application shall be by ribbon or extruded methods only (no spraying).

All lane lines at intersection approaches and departures shall begin and end with 50-feet of 6-inch solid white line.

Payment for pavement striping and markers shall be paid in Lump Sum (LS) Contract unit price basis and shall be considered full compensation for complying with the above requirements, and including hauling, delivery, and disposal of all resulting materials. No additional compensation will be allowed.

As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 60 of 246

CITY OF CUDAHY

CUDAHY CITYWIDE COMPLETE STREETS IMPROVEMENT PROJECT
Project No. STR-003

CITY OF CUDAHY
PROJECT NO. STR-003
F. SPECIAL PROVISIONS – LANDSCAPE IMPROVEMENTS
Contents:

Section 03-11-00 Concrete Formwork
Section 03-20-00 Concrete Reinforcement
Section 03-30-00 Cast-in-Place Concrete
Section 26-00-00 Electrical
Section 31-11-00 Grubbing and Clearing
Section 32-13-13 Flatwork Finishing
Section 32-13-16 Decorative Concrete Paving
Section 32-14-16 Brick Unit Pavers
Section 32-30-00 Site Furnishings
Section 32-80-00 Irrigation
Section 32-90-00 Planting
Product Cut-sheets Sol by Sunna Design ‘Evergen’ Solar Pole Mount Area Light As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 61 of 246 (;+,%,7*

CONCRETE FORMWORK
SECTION 03 11 00

CONCRETE FORMWORK
SECTION 03 11 00 - 1
PART 1 - GENERAL

1.1 SUMMARY
A. Provide all concrete Formwork as needed for a complete and proper installation.

1.2 QUALITY ASSURANCE
A. It shall be the Contractor’s sole responsibility to design, construct and maintain forms and shoring; true to line, grade and configurations shown on the Plans, and so as to provide finish concrete within the tolerances stated in Section 03300.

B. All pipe sleeves, anchors, bolts, inserts, supports, ties and other embedded items in connections with concrete construction shall be secured in position prior to placing concrete.

1.3 RELATED WORK IN OTHER SECTIONS (Including But Not Limited To) A. Concrete Reinforcement in Section 03 20 00.

B. Cast-in-Place Concrete in Section 03 30 00.

PART 2 - PRODUCTS

2.1 MATERIALS
A. Lumber: WCLIB Standard Grading Rules No. 16, Douglas fir, Larch, coast region, grade-stamped “Utility and better”.

B. Plywood: U.S. Product Standard PS 1 for Softwood Plywood, Construction and Industrial, grade-stamped, “B-B Plyform” Class ll Ext. DFPA for concealed surfaces, “HDO-Ext.” for exposed-to-view faces or faces to be painted, 5/8 inch thick for 12 inch stud spacing, ¾ inch thick for 16 inch and greater stud spacing. Furnish largest practicable sizes to minimize number of joints.

C. Form Ties and Spreaders: Combination type, prefabricated, steel, of sufficient tensile strength and external bearing area, capable of adjustment, and of such design that when formwork is stripped no metal shall remain closer than 1 inch from face of concrete. No cone ends will be permitted on face of concrete in exposed-toView surfaces. No wire ties or wood spreaders will be permitted.

D. Nails: Common wire, steel.

As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 62 of 246

CONCRETE FORMWORK
SECTION 03 11 00

CONCRETE FORMWORK
SECTION 03 11 00 - 2
PART 3 - EXECUTION

3.1 CONSTRUCTION
A. Form all concrete work, except where placing directly upon or against earth or bae course or other sub-grade.

B. Erection: Construct forms so as to prevent displacement or movement of formwork during placing, of concrete. Joinery shall not allow undue leakage of mortar.

Chamfer external corners with ¾ x ¾ inch chamfer strips, except where specifically shown otherwise. Construction shall permit removal of formwork without damaging concrete.

3.2 REMOVAL
A. Formwork not supporting weight of concrete, such as sides of beams, walls and similar items, may be removed 24 hours after placing.

B. Formwork supporting weight of concrete shall not be removed in less than 14 days, unless approved otherwise by the Structural Engineer.

C. Backfill: Do not backfill or otherwise superimpose a load against walls before 5 days after placing of concrete.

D. Release of Forms: Use softwood wedges to release form faces from concrete. Do not pry with metal tools.

END OF SECTION
As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 63 of 246

CONCRETE REINFORCEMENT
SECTION 03 20 00

CONCRETE REINFORCEMENT
SECTION 03 20 00 - 1
PART 1 - GENERAL

1.1 SUMMARY
A. Provide all reinforcement work for concrete and masonry, where shown on the Plans, as specified herein and as needed for a complete and proper installation.

1.2 QUALITY ASSURANCE
A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and methods needed for proper performance of the work of this Section.

B. Perform concrete reinforcement work in accordance with ACI 301, unless otherwise specified in this Section.

1.3 DELIVERY AND STORAGE
A. Delivery: Deliver reinforcement bundled and tagged to identify placement and certify testing.

B. Protection: Place reinforcement on pallets at Project Site and protect from contact with earth, moisture and other damage.

1.4 RELATED WORK IN OTHER SECTIONS (Including But Not Limited To) A. Cast-in-Place Concrete in Section 03 30 00.

PART 2 - PRODUCTS

2.1 REINFORCEMENT MATERIALS AND ACCESSORIES
A. Reinforcing Bars and Dowels: Deformed billet steel bars, ASTM A 615; grade 60.

B. Steel wire, for tying: ASTM A 82, annealed steel.

C. Welded Steel Wire Mesh: ASTM A 185; in flat sheets, not in rolls.

D. Ladder Mesh for Concrete Unit Masonry: Hohmann & Bernard, Inc. “True-Mesh”, or “Wal-Mesh”, or National Wire Products Corp. Block Mesh “Ladder Type” or “Truss Type”, or equal.

E. Supports, Spacers, to hold bars and mesh above earth or other sub-grade:

Concrete blocks, pre-cast to required size.

As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 64 of 246

CONCRETE REINFORCEMENT
SECTION 03 20 00

CONCRETE REINFORCEMENT
SECTION 03 20 00 - 2

2.2 OTHER MATERIALS
A. Provide other materials not specifically described but required for a complete and proper installation as selected by the Contractor subject to the approval of the City.

PART 3EXECUTION

3.1 FABRICATION
A. Fabricate reinforcing bars to conform to ACI Standard 315 for handling and bending bars; bend or shape cold, do not use heat.

3.2 GENERAL
A. Accurately position, lap and secure in place, and provide clearance from faces of concrete conforming to requirements o ACI Standard 315 and as shown on the Plans, prior to placing concrete.

3.3 PLACING
A. Locate and support reinforcement by metal chairs, runners, bolsters, spacers and hangers as required so that it will not be displaced by placing of concrete.

B. Secure reinforcing bars together with 16 gauge minimum tie wire. Use vertical steel to position horizontal steel in walls.

C. Accurately and securely wire tie stirrups to bars at both top and bottom. Set wire ties so twisted ends are directed away from exposed concrete surfaces.

D. Lay-out mesh, straighten and cut to size. Lap one full mesh minimum at sides and ends and wire tie.

E. Project dowels out of concrete to develop full splice; secure into forms prior to placing of concrete.

END OF SECTION
As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 65 of 246

CAST-IN-PLACE CONCRETE

REGULAR WEIGHT AGGREGATE
Section 03 30 00

CAST-IN-PLACE CONCRETE
SECTION 03 30 00 - 1
PART 1 - GENERAL

1.1 SUMMARY
A. Provide all Regular Weight Aggregate (150 pcf density) Cast-in-Place Concrete as shown on the Plans, as specified herein and as needed for a complete and proper installation.

1.2 QUALITY ASSURANCE
A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this Section.

1. 3 RELATED WORK IN OTHER SECTIONS (Including But Not Limited To) A. Concrete Form Work in Section 03 10 00.

B. Reinforcement in Section 03 20 00.

C. Concrete Flatwork Finishing in Section 03 35 00.

PART 2 - PRODUCTS

2.1 FORM RELEASE AGENT
A. Provide colorless mineral oil which will not stain concrete or impair natural bonding characteristics of coating intended for use on concrete.

2.2 CONCRETE MIX
A. Provide concrete, class 520-A-2500 (street paving) and class 520-C-2500 (other than street paving) with the following characteristics:

1. Compressive strength at 28 days: 2500 psi

2. Slump: 3" max. (street paving), 4" max. (other than street paving)

3. Water: Clean and potable. In conventionally reinforced concrete work, water shall not contain more than 1,000 PPM of chlorides calculated as Cl, nor more than 1,000 PPM of sulfates calculated as SO4.

4. Cement: Type II low alkali Portland cement conforming to ASTM C150

5. Aggregates: Aggregates shall be non-reactive and conform to ASTM C289.

6. Integral Color: Davis Color(s) as shown on the Plans.

B. Use only such additives as are recommended in the mix design and approved by Owner and governmental agencies having jurisdiction.

As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 66 of 246

CAST-IN-PLACE CONCRETE

REGULAR WEIGHT AGGREGATE
Section 03 30 00

CAST-IN-PLACE CONCRETE
SECTION 03 30 00 - 2

2.3 EXPANSION JOINT FILLER AND SEALANTS
A. Pre-molded Joint Filler: Pre-formed expansion joint filler (Bituminous Type) shall conform to ASTM D994, Non-extruding and resilient filler (Bituminous Type) shall conform to ASTM D1751, Non-extruding and resilient filler (Non-bituminous Type) shall conform to ASTM D1752.

B. Polystyrene Joint Filler: Expanded polystyrene shall have a flexural strength of 35 psi and a compressive yield strength of between 16 and 40 psi at 5 percent compression. Hardboard facing shall be 1/8" min. thickness conforming to Federal Specs. LLL-B-810.

C. Two-part Polyurethane Sealant: Sealant shall be placed in accordance with State Specifications 8030-61J-01 and manufacturer's directions.

D. Pre-formed Elastomeric Sealant: Sealant shall conform to ASTM D268 and placed per manufacturer's directions. Any seal which has a minimum uncompressed width, measured at any point in the height of the seal, less than that designated by the manufacturer, shall not be used.

PART 3 - EXECUTION

3.1 SITE CONDITIONS
A. Contractor shall examine the areas and conditions under which work of this section will be performed. Contractor shall correct conditions detrimental to timely and proper completion of the Work, not proceeding until unsatisfactory conditions are corrected.

3.2 FINAL PREPARATION OF SUB-GRADES
A. Thoroughly scarify and sprinkle the entire area to be paved. Compact to a smooth, hard, even surface at 95 percent minimum relative compaction to receive the aggregates.

3.3 PLACEMENT OF BASE COURSE
A. Base (where required):

1. Spread the specified coarse aggregate to a thickness providing the compacted thickness shown on the Plans.

2. Compact to 95 percent minimum relative compaction.

3. Moisten substrate to minimum depth of 18”.

3.4 FORMING
As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 67 of 246

CAST-IN-PLACE CONCRETE

REGULAR WEIGHT AGGREGATE
Section 03 30 00

CAST-IN-PLACE CONCRETE
SECTION 03 30 00 - 3
A. Place and secure forms to correct location, dimension and profile and brace adequately so that after placement, concrete will conform to the lines and grades shown on the Plans.

3.5 INSERTS AND IMBEDDED ITEMS
A. Coordinate the various trades who are required to fasten work to the structure, or are required to insert therein any sleeve, box, bolt anchor or other rough hardware.

B. Provide every facility for setting all required items accurately in the forms.

C. Conduits and sleeves:

1. Locate so as not to reduce the strength of construction. Do not place pipes, except conduits, in slabs less than 3.5" thick.

2. In placing conduits in slabs on earth, place below the reinforcement and encase in concrete by increasing the thickness of the slab locally to at least 3" of concrete around the conduit on all sides.

3.6 INSTALLATION
A. Upon completion of base course and formwork, install reinforcement as shown on the Plans.

B. Transit-mix the concrete in accordance with ASTM C94.

C. Contractor shall furnish a certificate of compliance signed by the manufacturer identifying the cement and stating that the concrete complies with all requirements.

D. Do not use concrete that has stood over 30 minutes after leaving the mixer, or concrete that is not placed within 60 minutes after water is introduced into the mix.

E. Placing concrete:

1. Place concrete in accordance with ACI 301.

2. Remove rejected concrete from the Site.

3. Do not disturb reinforcement or formwork components during concrete placement.

F. Deposit and consolidate concrete in a continuous operation within the limits of construction joints until the placing of a panel or section is completed. Consolidate each layer of concrete immediately after placement, being careful not to disturb formwork.

1. Bring surfaces to the correct level with a straightedge, and then strike off.

2. Smooth the surface leaving it free of bumps and hollows.

3. Do not sprinkle water on the plastic surface. Do not disturb the surface prior to As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 68 of 246

CAST-IN-PLACE CONCRETE

REGULAR WEIGHT AGGREGATE
Section 03 30 00

CAST-IN-PLACE CONCRETE
SECTION 03 30 00 - 4
the start of the finishing operation.

G. Construction joints:

1. Locate construction joints where indicated on the Plans.

H. Expansion joints:

1. Locate expansion joints where indicated on the Plans, filled to the full depth with expansion joint material.

2. In curbs, locate ½” thick joint at the beginning and end of curves.

3. In curbs and paving, hold down ½” and seal exposed joints with Deck-O-Seal, or approved equal, flexible joint sealant, color as indicated on the Plans.

J. Curing and protection: Beginning immediately after placement, protect concrete from premature drying, excessively hot or cool temperatures, rain and mechanical injury.

3.7 REMOVAL OF FORMS
A. Do not disturb or remove forms until the concrete has hardened sufficiently to permit form removal with complete safety.

END OF SECTION
As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 69 of 246

ELECTRICAL
Section 26 00 00

ELECTRICAL
SECTION 260000-1
PART 1 - GENERAL

1.1. All work shall comply with the 2022 California Electrical Code (CEC) with City amendments or other authorities have jurisdiction.

1.2. It is the intent of these plans and specifications that a complete and workable electrical installation be provided for the equipment described or shown as being in this contract. Provide labor and tools necessary and install apparatus, materials, and equipment in a fashion complying with all applicable codes, including items required but not necessarily shown, such as lamps, couplings, hangers, brackets, clamps, boxes, connectors, and hardware.

1.3. Examine all contract documents and verify all dimensions and conditions, such as cabinets, beams, furring, door swings, ducts, pipes, ceilings and bring any discrepancies to the attention of the general contractor prior to commencing any work.

Switches, controls, access doors on electrical equipment, shall be installed so as to be readily accessible for operating, servicing, maintaining and repairing.

1.4. Refer to mechanical drawings, if any, and other manufacturer’s information wiring diagrams for items and devices to be furnished, installed and/or connected by electrical contractor for a complete and operable heating, ventilating and air conditioning system and other equipment. Verify exact location of equipment and conduit termination at equipment with mechanical, plumbing and manufactures subcontractor. Provide conduits and junction boxes for control wiring and thermostats and other control devices. The contractor shall extend wiring from local disconnect switches to all motors.

1.5. The electrical drawings are diagrammatic in nature and indicate the location of outlets and equipment and the circuit arrangement of the required wiring, and though not necessarily indicating the actual routes of conduits, the drawings shall be followed as closely as proper coordination with the work of other trades and space will permit.

Simplify installation wherever possible but subject to approval of the engineer for visual and structural reasons. It is not within the scope of the drawings to show necessary offsets, bends, pull boxes and obstructions. The drawings are not intended to be scaled and the electrical contractor shall refer to the architectural construction drawings for dimensions.

1.6. Exact location of equipment and outlets shall be verified in field. Coordinate installation of electrical system with that of all other trades. Prior to completion of affected work, electrical contractor shall instruct the City on the use and maintenance of the electrical system. Contractor shall include all the electrical equipment, light luminaires to be relocated within 20 feet radius both horizontal and vertical from where the devices are shown on the drawings.

As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 70 of 246

ELECTRICAL
Section 26 00 00

ELECTRICAL
SECTION 260000-2

1.7. Erect and maintain suitable barriers, protective devices, lights and warning signs where required for the protection of the public and employees about the building.

1.8. Entrance to rooms and other guarded locations that contain live parts shall be marked with a conspicuous warning sign forbidding unqualified persons to enter.

1.9. The contractor shall x-ray the slab and take precautions to fully investigate the location of all conduits installed within the slab prior to coring for all the floor.

Contractor shall note if there is a methane barrier at ground level floor and avoid penetrations.

1.10. When concrete work is included in the scope of work, the materials, proportioning, mixing, conveying, placing, curing and protection of the concrete work shall be in accordance to "ACI" standard 301.

1.11. All materials shall be new and of the highest quality, and shall meet with the full approval of the City and its representatives.

1.12. All materials and equipment shall be new and shall bear the underwriter's label (UL) and/or meet the standards of a city approved testing agency. Materials and equipment shall be installed in the manner for which they are designed and approved.

All documentation related to the UL listing shall be provided to the electrical inspector as needed and shall be provided as part of close out documentation.

1.13. Shop drawings and/or project data sheets, and/or submittals shall be provided to the engineer and City for review and approval. Submittals and/or product data sheets shall include pictures and shall indicate all materials, ratings, dimensions and finishes.

1.14. Substitutions of specified materials shall be made only with written approval of the City or engineer.

1.15. Contractor shall receive, store, and install all electrical items as designated by the project. Equipment shall be protected from weather and damage for length of project.

1.16. If required, shutdown of electrical service to building, or area, shall be done only with prior written approval by the City. The contractor shall submit shutdown request in writing (14) working days prior to desired date/time to facilities management services.

Written approval and confirmation will be provided by the City.

1.17. If required, shutdown of electrical panels that interferes with the operation of any existing areas to remain in service shall not be done during normal operating hours and shall be done only with prior written approval by the City. The contractor shall submit shutdown request in writing (7) working days prior to desired date/time to facilities management’s services. Written approval and confirmation will be provided As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 71 of 246

ELECTRICAL
Section 26 00 00

ELECTRICAL
SECTION 260000-3
by the City. Contractor shall provide all necessary work and material including offhours labor required to avoid shutdown of these areas during normal operating hours.

1.18. Contractor shall maintain, on the job, a set of prints on which all changes in location or runs shall be carefully indicated. These prints shall be delivered to the engineer for review. All changes shall be incorporated into the final record cad drawings by contractor. Electronic cad files shall be provided to City at completion of project as part of close out documentation.

1.19. The contractor shall keep all parts of the building, or site, free from any accumulations of rubbish or waste materials caused by his workmen, and shall remove such accumulations from the building, site and property. Job site shall be cleaned at the end of each working day.

1.20. Contractor shall obtain and pay for all necessary electrical permit and fees.

1.21. All work performed and materials of contract shall be fully guaranteed for a period of one (1) year from the date of final acceptance. Lighting fixture ballasts/drivers shall be guaranteed for two (2) years.

PART 2 - MATERIALS

2.1. Conduit/fittings/boxes:

A. EMT conduit shall comply with ANSI C80.3 and UL 97.

B. RGS conduit shall comply with ANSI C80.1 and UL 6.

C. Liquid tight flexible metal conduit shall comply with UL 360.

D. Fittings for metal conduit shall comply with NEMA FB 1 and UL 514B.

E. Sheet metal outlet and device boxes to comply with NEMA OS 1 and UL 514A.

F. Sheet metal pull and junction boxes to comply with NEMA OS 1.

G. Floor boxes shall be listed and labeled as defined in NFPA 70.

H. Hangers/supports to comply with NECA 1 and NECA 101.

2.2. Conductors:

A. All conductors to be copper and comply with NEMA WC70/ICEA S-95-658 As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 72 of 246

ELECTRICAL
Section 26 00 00

ELECTRICAL
SECTION 260000-4
B. Use THHN/THWN-2 wires for all feeders and branch circuit wiring. Size per CEC 250-122.

C. Provide #12 awg minimum, unless specifically noted otherwise on the drawings. Provide solid conductors for #10 awg and smaller and stranded conductors, #8 awg and larger.

2.3. Grounding/bonding:

A. Components of grounding/bonding system shall comply with NFPA 70 and UL467.

B. All conductors to be copper wire insulated for 600v with solid conductors complying with ASTM B3 and stranded conductors complying with ASTM B8.

C. Connectors shall be listed and labeled by an NRTL acceptable to the authorities having jurisdiction for applications in which used.

2.4. Lighting/lighting controls:

A. Furnish and install lighting fixtures/controls of the type specified on the electrical and architectural drawings.

B. Contractor to provide a complete, working system for lighting/lighting controls, including, but not limited to hardware, accessories, and equipment that meets the design intent on plans. Verify all requirements with vendor prior to bid.

C. Provide appropriate mounting hardware for the ceiling type indicated on the architect's drawings.

D. Provide appropriate ballasts/drivers for light fixtures indicated on drawings to accomplish the required controls.

E. Lamps of the type indicated by the fixture schedule shall be furnished and installed by the contractor.

2.5. Disconnects:

A. Disconnects to comply with NEMA ICS 2, general purpose, Class A requirement.

B. Toggle type manual control switch to have arc-resisting body with quick make and break capability.

As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 73 of 246

ELECTRICAL
Section 26 00 00

ELECTRICAL
SECTION 260000-5
C. Safety switch type to have heavy-duty, horsepower rated, single-throw knife switch with quick-make and quick-break capability. For fusible switch, fuse shall be ul listed rejection type per NFPA 70 requirements.

D. Size, fusing and number of poles as indicated on drawings.

2.6. Electrical equipment (panelboard, transformer, switchboard):

A. All internal bus bars, windings, and the like shall be copper. Aluminum is not acceptable as part of any switchboard, distribution board, panel, transformer or other like equipment.

B. Sizes and requirements of electrical equipment shall be provided as indicated on drawings.

C. For interior applications a NEMA Type 1 enclosure shall be provided.

D. For exterior applications a NEMA Type 3R enclosure shall be provided whether or not indicated on drawings.

E. Panelboards shall comply with NEMA PB 1.

F. Panelboard branch overcurrent protective devices shall be bolt-on circuit breakers. For existing panelboard installations, the branch overcurrent protective devices shall match existing in type and AIC rating.

G. Switchboards shall comply with NEMA PB 2.

H. Transformers shall comply with NEMA TP 1.

PART 3 - INSTALLATION

3.1. Conduit/fitting/boxes:

A. All conduits inside building shall be electrical metallic tubing (EMT) unless if subject to damage. Exposed conduit subject to physical damage shall be rigid galvanized steel conduit. Subject to physical damage is defined as below 8 feet above finished floor or grade.

B. Flexible liquid tight metal conduit shall be used only for final connections to light fixtures and rotating machines. Length shall be a maximum of 6 feet.

C. The use of metal-clad cable (MC), armored cable (AC), or non-metallic sheathed cable (NM or NMC) is not permitted unless approved by City and engineer.

As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 74 of 246

ELECTRICAL
Section 26 00 00

ELECTRICAL
SECTION 260000-6
D. Unless otherwise shown or specified, conduit shall be concealed in walls or above finished ceiling.

E. Concealed conduit shall be run in as direct a line as possible. Bends shall be of long sweep type.

F. Exposed conduit shall be run parallel to, or at right angles with the lines of the building. Bend shall be free from dents or flattening. Conduit shall be supported and securely fastened.

G. Conduit shall be installed as a complete system before wire or conductors are pulled in.

H. Conduit shall be installed entirely free from other piping, valves or other mechanical equipment, and shall not be installed within 6 inches of hot water or steam piping or heating flues.

I. Pockets or traps in all conduit runs where moisture may collect shall be avoided. Where dips are unavoidable, a pull box shall be located at each low point in order to provide a means of drainage.

J. The conduit system and conducting wire enclosures shall be securely bonded together so that for every conducting component is provided with a low resistance path to ground.

K. Double locknuts shall be used for securing conduit at a box or cabinet unless a threaded hub is provided as part of the box or cabinet.

L. Running threads shall not be used on conduit for connection at couplings.

Where 2 lengths of conduit must be coupled together, and it is impossible to screw both lengths into an ordinary coupling, then the "Erickson" type of coupling must be used in order to provide a rigid joint that will be both mechanically and electrically effective
M. Protect conduit from damage and the entrance of water and foreign matter during the construction period. Watertight stoppers or caps shall be installed immediately after the conduit is installed, removed only when wire is to be installed.

N. Thoroughly clean the inside of conduits to ascertain foreign materials are removed before pulling wire or cable.

O. Coupling and connectors used on electric metallic tubing shall be set screw type, compression for 2" and larger.

As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 75 of 246

ELECTRICAL
Section 26 00 00

ELECTRICAL
SECTION 260000-7
P. Conduit shall be terminated with suitable bushings or equivalent devices which shall protect the enclosed wires from abrasion at the ends. Insulated bushings shall be used on conduit 1-1/4" size and larger.

Q. Conduit sizes shall be minimum of 3/4" and in accordance with the requirements of the "CEC".

R. In each conduit without conductors, provide one #12 TW pull string with a tag identifying location of opposite end.

S. Provide sleeves, nipples, and couplings required for the installation of conduit.

Sleeves shall project 2" above floor.

T. Flexible conduit shall be provided to connect motors on sliding bases, to controls, and to vibrating equipment.

U. Code sized pull-boxes shall be provided for conduit runs over 100 feet or more than 360 degrees of bends as required in NFPA 70.

V. Provide hangers and supports as required to comply with NECA 1 and NECA 101.

W. Installation of hangers and supports shall be made to the structural steel, masonry and poured concrete. Hangers and supports shall not be installed to pre-cast concrete, metal decks, steel bracing or bridging, piping or other conduit.

X. Fasteners for supports and hangers shall be made with beam clamps, U-bolts, stud welding or other approved devices. Fasteners for supports and hangers to concrete shall be made with one piece malleable iron or wrought steel inserts with long radius necks and keyhole slots for attachment in forms, with self-drilling type expansion shields with inside threads and expansion plugs, or with other approved type devices.

Y. Installation shall be such so as to support conduit without sagging and shall be clear of the work of other trades. Provision for expansion and contraction shall be made.

Z. Size outlet boxes in conformity with code for number and gauge of conductors therein. Except where noted to be larger, minimum box size shall be 4" square by 1-1/4" deep. Junction boxes shall be labeled with respective circuit numbers.

As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 76 of 246

ELECTRICAL
Section 26 00 00

ELECTRICAL
SECTION 260000-8
AA.Outlet boxes shall be flush with the finished surface of walls and ceilings of combustible materials.

BB.Openings in boxes, conduit bodies and fittings shall be adequately closed.

CC. Surface mounted boxes and cabinets mounted in wet and damp locations shall be weatherproof and shall have at least 1/4 inch air space between the box and mounting surface.

DD. Provide 1/2" c.o. from thermostat location to location of mechanical control panel to be verified in field. Coordinate exact location of thermostats with mechanical & controls sub-contractor.

3.2. Conductors: (not used)

3.3. Grounding/bonding:

A. Electrical equipment and enclosures, including conduits, supports, cabinets, motor frames, switchboard enclosures, control panels and associated equipment, which are installed or connected under this contract, shall be properly grounded by connection to the grounding system, regardless of whether or not these connections are shown on the drawings.

B. The grounding installation shall have provisions for both system and equipment grounds as defined by the "CEC" these grounding systems are to be effectively insulated from each other except at the service connection.

C. Grounding shall be done in accordance with the provisions of "CEC" and the "NEC". Local requirements of the inspection authority having jurisdiction shall govern in all matters of interpretation.

D. If water service is used for grounding point, it shall be ascertained that the water piping is electrically continuous at joints within 5ft of building and is of conducting material. Water piping with sweated joints in electrical path shall have such joints bonded.

E. Where ground cables enter and leave ferrous conduits, they shall be mechanically connected to the end of the raceway. Where ground cable passes through ferrous flooring or framing, connection shall be made to such metal.

3.4. Lighting/lighting controls:

As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 77 of 246

ELECTRICAL
Section 26 00 00

ELECTRICAL
SECTION 260000-9
A. Before ordering the lighting fixtures, verify with the architect, or at the job site, the exact ceiling being furnished, and provide the necessary hardware for a complete installation.

B. Install lighting fixtures so as to clear piping, ducts, air diffusers, grilles, access panels & other devices, provide hangers to support fixtures without causing sagging or distortion to the fixtures, install fixtures symmetrical to ceiling tiles and or dimensions shown, provide fire rated enclosure over light fixtures recessed in fire rated walls or ceilings. Replace all damaged or defective fixtures including glassware, plastics or diffusers up to the time of final inspection and acceptance by the City.

3.5. Disconnects:

A. Provide a code approved disconnect switch or breaker within sight of every motor. For motors not equipped with "built in" protection, provide magnetic or manual motor starter with overload heaters, sized to comply with motor manufacturers recommendations and applicable codes. Verify fuse size with manufacturer recommendations.

3.6. Electrical equipment (panelboard, transformer, switchboard):

A. Install equipment in accordance with NFPA 70.

B. Contractor shall provide type written panel schedules in all panels at completion of project. Panel schedules shall also be included in as built documentation.

PART 4 - START UP/TESTING/CLOSE-OUT:

4.1. Contractor shall demonstrate that all equipment and circuitry is working properly and meets the design intent of the drawings.

4.2. Wiring and connections shall be tested for continuity, grounds, short circuits, and other defects before any equipment or fixtures are connected thereto. Cables shall be checked for continuity, shorts, insulation resistance, and proper phasing. Contractor shall terminate all cables & wires with terminal lugs (supplied by contractor).

4.3. Overload devices shall be adjusted and set to suit the loads which they control.

4.4. Loads on all parts of systems shall be balanced, insofar as is practical.

4.5. All changes shall be made that are necessary for adjusting, setting and balancing.

As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 78 of 246

ELECTRICAL
Section 26 00 00

ELECTRICAL
SECTION 260000-10

4.6. Phase rotation at all buses, panels, switchboard etc., shall be checked to see if it conforms with recognized standards.

4.7. Ground tests shall be made with the 3 electrode "AC" or "DC" voltage drop method to establish initial readings for records, and to ascertain that they meet design and code requirements.

4.8. Control circuits shall be checked out for proper functioning and fail-safe qualities.

4.9. Receptacles shall be checked out for correct and constant phase position, and grounded receptacles shall be tested for location and effectiveness of grounded pin.

4.10. Lighting switching/controls shall be tested for correct operations especially where 3 and 4 way operation is designated.

4.11. Control devices such as limit switches, level controls, pressure controls, thermostats, shall be set for operating conditions. Coordinate with mechanical contractor.

4.12. Running loads of motors shall be checked against nameplate data. Overloads shall be reported.

4.13. Insulation shall be tested before and after installation, and before energizing.

A. Rubber insulation shall be tested for acceptance by applying direct current potential not over 3 times the ratio of direct current to 60% of equivalent "RMS" alternating current factory test voltage for 5 minutes.

B. Varnished cambric, paper, and other insulation shall be tested in the manner directed by and up to the limits recommended by the manufacturer.

C. Insulation resistance shall be tested by Megger of not less than 600 volts output for circuits 480 volts and less. Any circuit showing an insulation resistance of less than 1 Mohm shall be investigated and the week point corrected. Correct or replace any circuit defective or grounded and make wireby-wire test.

4.14. Thoroughly clean all parts of the equipment and material installed under this section.

Surfaces of exposed conduit shall be cleaned of cement, plaster, dirt, rust, grease, and other foreign matter, and be left in condition suitable to the contractor and acceptable for painting.

A. Equipment furnished without shop applied finish shall be field painted.

As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 79 of 246

ELECTRICAL
Section 26 00 00

ELECTRICAL
SECTION 260000-11
B. Concealed surfaces of metal racks, frames, and boxes shall be painted before mounting.

C. After tests have been completed, clean all lighting fixtures and equipment with soap and water, leaving everything in working order at the completion of the electrical work.

4.15. Close out documentation shall be provided to the City at the completion of the project.

Close out documentation includes, but is not limited to, as built drawings, maintenance manuals, keys, spare hardware, and other written equipment manufacturer documentation.

4.16. CAD as built drawings shall be provided to the City at the completion of the project.

CAD as built drawings shall be updated by the contractor as per the actual installation.

CAD as built drawings shall be provided in editable dwg format on CD/DVD. Pdf drawings in dwg format are not acceptable.

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As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 80 of 246

DECORATIVE CONCRETE PAVING
SECTION 32 13 16

DECORATIVE CONCRETE PAVING
SECTION 32 13 16 - 1
PART 1 - GENERAL

1.1 SUMMARY
A. Section Includes:

1. Integrally colored concrete pavement.

2. Dry-shake color hardened concrete pavement.

3. Stamped concrete pavement.

1.2 QUALITY ASSURANCE
A. Setting of Screeds: It shall be the responsibility of the Contractor to set screeds, flatwork joints and other embedded items in proper locations and true to line and grade within tolerances stated herein.

B. Tolerances (Flat and Sloped Areas): 1/8 inch maximum above or below a 10 foot straightedge in any direction.

C. Sample Panels: Provide job-prepared sample panels (in quantity required for the Landscape Architect’s review). Upon approval leave in place until balance of work is constructed and accepted as matching approved samples. Upon completion, remove sample panels to an off-site legal disposal area.

1.3 RELATED WORK IN OTHER SECTIONS (Including but not limited to) A. Concrete Reinforcement in Section 03 20 00.

B. Cast-in-Place Concrete in Section 03 30 00.

1.4 SUBMITTALS
A. Submit according to Conditions of the Contract and Division 1 Specification Sections.

B. Product Data: For each product indicated.

C. Mix Designs: For each type of integrally-colored concrete mix required.

D. Samples for Initial Selection: Manufacturer's color charts.

E. Sample Panels: 3 by 3 feet, to demonstrate finish, color, and texture of decorative cement concrete pavement.

As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 81 of 246

DECORATIVE CONCRETE PAVING
SECTION 32 13 16

DECORATIVE CONCRETE PAVING
SECTION 32 13 16 - 2
F. Qualification Data: For Installer and manufacturer specified in Quality Assurance Article, including names and addresses of completed projects, architects, and owners.

G. Material Test Reports: From testing agency indicating compliance of concrete materials, reinforcing materials, admixtures, and similar items with requirements.

1.5 QUALITY ASSURANCE
A. Installer Qualifications: Trained or approved by Manufacturer of decorative concrete systems.

B. Manufacturer's Qualifications: Three year's experience manufacturing products required.

C. Testing Agency Qualifications: An independent agency qualified according to ASTM C 1077.

D. Source Limitations: Obtain products from same source throughout Project.

E. Field Samples: Locate at site and obtain approval before start of final work. Field samples shall be minimum 4 by 4 feet by full thickness.

1. Demonstrate range of finishes and workmanship, including curing procedures.

2. Approved field samples set quality standards for comparison with remaining work.

3. Approved field samples may become part of the completed Work if undisturbed at completion of Project.

F. Pre-Installation Conference: Conduct conference at site to comply with requirements of Division 1 Section “Project Meetings.”

1.6 DELIVERY, STORAGE AND HANDLING
A. Deliver materials in original packaging with labels intact.

B. Store in clean, dry and protected location, according to manufacturer's requirements.

PART 2 - PRODUCTS

2.1 FORMS
A. Comply with requirements of Section 03 11 00 – Concrete Formwork, and Section 03 30 00 – Cast-in-Place Concrete.

As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 82 of 246

DECORATIVE CONCRETE PAVING
SECTION 32 13 16

DECORATIVE CONCRETE PAVING
SECTION 32 13 16 - 3

2.2 STEEL REINFORCEMENT
A. Comply with requirements of Section 03 20 00 – Concrete Reinforcement.

2.3 COLOR MATERIALS
A. Integral Concrete Colorant: ASTM C 979, factory-measured powdered mix in selfdissolving packaging, consisting of non-fading finely-ground synthetic mineral-oxide coloring pigments and water reducing wetting agent.

1. Product: Butterfield Color® Select Grade® Integral Colorant.

2. Color: Color match existing stamped concrete in field B. Pigmented-Powder Release Agent: Factory-packaged, nonfading finely-ground, streak free, colored powder that facilitates release of stamps and texture rollers from colored concrete and imparts a secondary accent color.

1. Product: Butterfield Color® Select Grade® Antiquing Release.

2. Color: Color match existing stamped concrete in field

2.4 IMPRINTING TOOLS
A. Stamp Mats: Semi-rigid polyurethane mats with projected texture and ridged underside capable of imprinting texture and joint patterns to plastic concrete.

1. Manufacturer: Butterfield Color®.

2. Pattern: Pattern match existing stamped concrete in field B. Texture Rollers: Manually controlled, abrasion-resistant polyurethane rollers capable of imprinting texture on plastic concrete.

1. Manufacturer: Butterfield Color®.

2. Pattern: Pattern match existing stamped concrete in field C. Accessory Stamp Tools: Aluminum detailing tools capable of imprinting joints and dressing stamped joints of plastic concrete.

1. Product: Butterfield Color® Stamp Tools.

2.5 ADMIXTURES
A. Comply with requirements of Section 03 30 00 – Cast-in-Place Concrete.

B. Do not use calcium chloride or admixtures containing calcium chloride.

2.6 RELATED MATERIALS
A. Comply with requirements of other Sections for expansion joint filler, bonding agents, etc.

As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 83 of 246

DECORATIVE CONCRETE PAVING
SECTION 32 13 16

DECORATIVE CONCRETE PAVING
SECTION 32 13 16 - 4
B. Bonding Agent: ASTM C 1059, Type II.

2.7 CURING AND SEALING MATERIALS

1. Butterfield Color Cure Guard First Seal Penetrating Sealer.

2.8 INTEGRAL CONCRETE MIXES
A. Comply with requirements of other Sections, and as follows:

1. Minimum Portland Cement Content: Five sacks of cement per cubic yard.

2. Maximum Slump: 4 inches.

B. Add integral concrete colorant according to manufacturer's instructions.

C. Maintain mix characteristics for all concrete required to have matching finish.

PART 3 - EXECUTION

3.1 EXAMINATION
A. Examine subgrade and subbase for compliance with requirements.

B. Do not proceed with decorative cement concrete pavement until unacceptable conditions are corrected.

3.2 FORMWORK
A. Comply with requirements of Section 03 11 00 – Concrete Formwork.

3.3 STEEL REINFORCEMENT
A. Comply with requirements of Section 03 20 00 – Concrete Reinforcement.

3.4 CONCRETE PLACEMENT
A. Comply with requirements of other Sections for the placement of concrete.

B. Do not add water once placing has begun. Do not re-temper concrete that has started to set.

C. Uniformly broadcast pigmented powder release agent to concrete surfaces at rate recommended by manufacturer and according to manufacturer's instructions.

As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 84 of 246

DECORATIVE CONCRETE PAVING
SECTION 32 13 16

DECORATIVE CONCRETE PAVING
SECTION 32 13 16 - 5

3.5 STAMPING
A. Stamp concrete surfaces according to manufacturer's instructions.

B. Mat Stamping: While concrete is plastic, accurately align stamp mats in sequence and uniformly press into concrete to produce imprint pattern, texture, and depth of imprint, according to manufacturer's instructions. Remove stamps from concrete immediately.

1. Stamp edges and surfaces unable to be imprinted with stamp mat with flexible stamping mats.

C. Remove unembedded pigmented powder release agent after interval recommended by manufacturer and according to manufacturer's instructions. Pressure wash surfaces according to manufacturer's instructions without damaging decorative concrete.

3.6 JOINTS
A. Comply with the requirements of Section 32 13 13 – Concrete Flatwork Finishing for the saw-cutting of control joints as shown on the Plans, as soon as the concrete finish may bear the weight of the machine and operator without damage or injury to the concrete surface.

3.7 CURING AND SEALING
A. Protect decorative cement concrete pavement from prematurely drying and excessive cold or hot temperatures.

B. Cure decorative cement concrete pavement according to manufacturer's instructions.

C. Curing and Sealing Compound: Apply uniformly in continuous operation by sprayer or short nap roller according to manufacturer's instructions. After initial application is dry and tack free, apply a second coat.

1. Do not over apply or apply in a single heavy coat.

D. Do not cover concrete with plastic sheeting.

3.8 REPAIRS AND PROTECTION
A. Repair damaged decorative cement concrete pavement according to manufacturer's instructions.

B. Clean spillage and soiling from adjacent construction according to manufacturer's instructions.

C. Protect decorative cement concrete pavement from damage or deterioration until date of Substantial Completion.

As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 85 of 246

DECORATIVE CONCRETE PAVING
SECTION 32 13 16

DECORATIVE CONCRETE PAVING
SECTION 32 13 16 - 6

END OF SECTION
As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 86 of 246

BRICK UNIT PAVERS
Section 32 14 16

BRICK UNIT PAVERS
SECTION 321416-1
PART 1 - GENERAL
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As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 87 of 246

SITE FURNISHINGS
Section 32 30 00

SITE FURNISHINGS
SECTION 32 30 00-1
PART 1 - GENERAL

1.1 SUMMARY
A. Provide Site Furnishings as shown on the Plans, as specified herein and as needed for a complete and proper installation.

1.2 QUALITY ASSURANCE
A. It shall be the Contractor’s sole responsibility to procure and arrange for delivery in a timely manner Site Furnishings shown on the Plans. Contractor shall ensure that furnishings are protected either in place or in storage prior to placement, prior to the completion of the Project.

1. 3 RELATED WORK IN OTHER SECTIONS (Including But Not Limited To) A. Concrete Formwork in Section 03 11 00.

B. Cast-in-Place Concrete in Section 03 30 00.

C. Concrete Flatwork Finishing in Section 03 35 00.

PART 2- PRODUCTS

2.1 BENCHES - LONG
A. Manufacturer: Forms + Surfaces Model No. SBBAL-72N-2D Balance Bench; Backless; 6 ft. long w/ 2 intermediate arms; Surface Mount. Color = ‘Slate Texture’ (RAL 7013) with Stainless Steel Seat
B. Contractor shall bolt benches to paving per manufacturer’s instructions with stainless steel fasteners

2.2 BENCHES - SHORT
A. Manufacturer: Forms + Surfaces Model No. SBVTR-24A-2E-0B Vector Stand Alone Bench; Backless; 2 ft. long, Aluminum Slats, Surface Mount. Frame Color = ‘Slate Texture’ (RAL 7013), Seat Slat Color = ‘Aluminum Texture’ Powder Coat Finish B. Contractor shall bolt benches to paving per manufacturer’s instructions with stainless steel fasteners

2.3 TRASH RECEPTACLE
As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 88 of 246

SITE FURNISHINGS
Section 32 30 00

SITE FURNISHINGS
SECTION 32 30 00-2
A. Manufacturer: Forms + Surfaces Model No. SLDIS-220 ‘Dispatch’ Litter & Recycling Receptacle, Dome Top Split Stream Opening; Surface Mount. Color = ‘Slate Texture’ (RAL 7013). Order with City Seal added to front of receptacle B. Contractor shall bolt benches to paving per manufacturer’s instructions with stainless steel fasteners.

2.4 BICYCLE RACK
A. Manufacturer: MADRAX Model No. LBR-2 ‘Lofty’ Bike Rack. Color = Zinc Galvanized Steel
B. Contractor shall bolt bike racks to paving with zinc fasteners per the manufacturer’s instructions.

2.5 BUS SHELTERS AND SIGNAGE
A. Manufacturer: Tolar Manufacturing Company, Inc. 17 ft. X 5 ft. ‘Crescent’ Shelter with Solar Lights and 13 ft. X 3 ft. Crescent Shelter with Solar Lights. Bus Shelter Color = standard RAL powder coat color to be determined by City. Each Bus Shelter shall be installed with the following associated elements. Contractor shall coordinate exact locations of pole signs at each stop with City Engineer and City Representative:
1) Metro Pole Sign: Tolar Manufacturing Co., Inc. LA Metro Pole Sign. Color = ‘Traffic Black’ (RAL 9017) semi-gloss finish
2) Tolar Manufacturer contact: Patrick Merrick (800) 339-6165 [email protected]

2.6 SOLAR LIGHTING
A. Manufacturer: Sol ‘Evergen’ Series DSX0-3ME-40K-7141-BK on 10 ft Steel BTD Pole. Color = Black powder coat. Sol Manufacturer contact: Shelbie Weigel (213) 674-2977 [email protected]

2.7 BANNER POLES
A. Manufacturer: South Coast Lighting Catalogue No. BCFLO1850-5A70RF185BLKBP. Color and height to match existing poles PART 3- EXECUTION

3.1 GENERAL
A. Contractor shall install furnishings and components in proper relation with adjacent construction and with uniform appearance in accordance with the Plans and As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 89 of 246

SITE FURNISHINGS
Section 32 30 00

SITE FURNISHINGS
SECTION 32 30 00-3
manufacturer’s recommendations. Work shall be coordinated with the work of other Sections.

3.2 BENCHES
A. Contractor shall position benches in accordance with the Plans. Benches on concrete paving shall be secured with stainless steel hardware; the method, type and size of which shall be in accordance with the manufacturer’s recommendations.

3.3 TRASH RECEPTACLES
A. Contractor shall position Litter Receptacles in accordance with the Plans or in a location appointed by the City Representative. Receptacles shall be secured to concrete paving with stainless steel hardware; the method, type, and size of which shall be in accordance with the manufacturer’s recommendations.

3.4 BICYCLE RACKS
A. Contractor shall position Bicycle Racks in accordance with the Plans. Bike racks shall be secured to paving with zinc hardware; the method, type, and size of which shall be in accordance with the manufacturer’s recommendations.

3.5 BUS SHELTERS AND SIGNAGE
A. Contractor shall verify exact locations of all bus shelters and LA Metro pole signs with City Engineer or City Representative prior to commencing excavations for footings. All shelters and signage shall be installed per the details on the Plans and any and all manufacturer’s specifications.

3.6 SOLAR LIGHT FIXTURES
A. Contractor shall verify exact locations of all Solar Light Fixtures with City Representative prior to excavating for concrete footings. Solar Light Fixtures shall be installed per the details on the Plans and all manufacturer’s recommendations.

3.7 BANNER POLES
A. Contractor shall verify exact locations of all new Banner Poles with City Representative prior to excavating for concrete footings. Banner Poles shall be installed per the details on the Plans and all manufacturer’s recommendations.

END OF SECTION
As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 90 of 246

LANDSCAPE IRRIGATION
Section 32 80 00

LANDSCAPE IRRIGATION
SECTION 32 80 00 - 1
PART 1 - GENERAL

1.1 SUMMARY
A. The Contractor shall furnish all necessary labor, materials and equipment required to complete the work of installing a fully functioning landscape irrigation system in accordance with the Plans and these specifications. All materials and components used shall be new and without flaws or defects and of quality and performance as specified. Prior to installation of any irrigation work, the Contractor shall submit for approval by the City a list of all materials and components the Contractor proposes to use.

Should the Contractor propose to use material(s) or components other than those shown on the Plans, the Contractor shall submit in writing, to the City a request to deviate from the Plans. Samples of the material(s) or components shall accompany the request in order to assist City in the evaluation of the proposed substitution.

The burden of proof shall be borne by the Contractor.

B. The Plans are diagrammatic. All irrigation equipment shall be located in approximate areas shown. Conflicts with existing conditions or proposed plantings shall be resolved in the field. Contractor shall notify City of conflicts which the resolution of which, in the Contractor’s judgment, would cause a substantial deviation from the design intent, would pose a public threat or hazard, or would increase project cost.

1.2 QUALITY ASSURANCE
A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this section.

1.3 GUARANTEE
A. All work shall be guaranteed against all defects in workmanship, materials, and equipment for one (1) year from date of final inspection. All problems related to these defects and called to the attention of the Contractor by the City during this period, shall be corrected by Contractor within 14 days of notification at no charge to City.

B. City shall have the right to make emergency repairs without relieving the Contractor of his guarantee obligation. If any site trips by Landscape Architect are required by City during guarantee period because of irrigation system problems, Landscape Architect shall be paid in advance by Contractor at a rate of $225.00/hour. This As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 91 of 246

LANDSCAPE IRRIGATION
Section 32 80 00

LANDSCAPE IRRIGATION
SECTION 32 80 00 - 2
guarantee also covers sinking of trenching below adjacent grade, and breaking or settlement of paving and other structures and planting due to sinking of trenching.

PART 2- PRODUCTS

2.1 MATERIALS
A. All materials and equipment shall be new and of domestic manufacture when practicable.

2.2 PIPE AND FITTINGS
A. Rigid PVC pipe and fittings:

1. All pipe shall be NSF-IPS extruded 100% Polyvinyl Chloride, Type I, Grade II, Class 1120 material. It shall be marked with date of extrusion, manufacturer's name, size, PVC 1120, or pressure rating in P.S.I. and comply with ASTM D2411; solvent weld sockets.

2. All plastic fittings shall be molded, type I/II, Schedule 40, NSF approved and comply with ASTM D2466. All couplings shall be made from taper-reamed extruded stock.

3. All solvent shall be as recommended by manufacturer and comply with ASTM D2564 and SCAQMD Rule 1168/316a.

B. Flexible PVC pipe and fittings

1. All pipe shall be extruded from flexible vinyl chloride conforming to ASTM D2287 and be algae-resistant type.

2. All plastic fittings shall be molded, Type I/II, Schedule 40, NSF approved and comply with ASTM D2466.

3. All solvent shall be "IPS Weld-on 2795" or approved equal, and comply with SCAQMD Rule 1168/316a.

C. Polyethylene pipe and fittings

1. All pipe shall be extruded from 100% Union Carbide #7510 material and conforming to ASAE standard 5435.

D. Copper pipe and fittings buried away from building:

1. All pipe shall be Type K, ASTM B88 annealed with wrought copper fittings, leadfree soldered joints, and/or compression joints.

E. Copper pipe and fittings above grade:

1. All pipe shall be type L, ASTM B88 annealed with wrought copper fittings, leadfree soldered joints, and/or compression joints.

F. Brass pipe and fittings:

As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 92 of 246

LANDSCAPE IRRIGATION
Section 32 80 00

LANDSCAPE IRRIGATION
SECTION 32 80 00 - 3

1. All pipe shall be IPS standard weight 85% red brass conforming to ASTM B43.

Fittings shall be with standard 125-pound cast bronze threaded fittings.

2. 3 SPRINKLER HEADS
A. Sprinkler heads shall be of the type and size as shown on the Plans.

2.4 INTEGRAL DRIPLINE SYSTEM COMPONENTS
A. Integral dripline components: the dripline shall be ‘Techline CV’ pressure compensating dripline as manufactured by Netafim Irrigation, Inc. Dripper flow rate and spacing shall be as indicated on drawings.

1. Techline CV fittings: all Techline CV connections shall be made with approved Techline CV insert fittings.

2. Soil staples: all on-surface/under mulch Techline CV installations shall be held in place with jute staples spaced evenly every 3’ - 5’ on center, and with two staples on each change of location.

3. Line flushing valves: all Techline systems shall be installed with Netafim automatic line flushing valves. Techline CV zones do not require an automatic line flushing valve but must have a manual flushing port(s) in the position that an automatic flush valve would be positioned.

2.5 INDIVIDUAL DRIP EMITTERS
A. Drip emitters, either as separate components or inserted in polyethylene tubing during manufacture, shall be of the type and flow amount as shown on the Plans.

B. Soil staples: all on-surface/under mulch drip tubing installations shall be held in place with jute soil staples spaced evenly every 3’ - 5’ on center, and with two staples on each change of location.

2.6 REMOTE CONTROL VALVES, PRESSURE REGULATING VALVES, BALL VALVES,

AND QUICK COUPLING VALVES
A. All valves shall be of the type and size as shown on the Plans.

2.7 BACKFLOW PREVENTION DEVICE
A. Backflow Prevention device shall be of the type and size indicated on the Plans.

Device shall meet standards set by state of California, California Administrative Code, Title 17 - ‘Regulations Relating to Cross Connections’.

B. Backflow Prevention device shall be fitted with resilient seated test cocks, and with resilient seated shut-off valves capable of isolating the device from the rest of the irrigation system.

As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 93 of 246

LANDSCAPE IRRIGATION
Section 32 80 00

LANDSCAPE IRRIGATION
SECTION 32 80 00 - 4
C. All risers, unions, elbows and nipples shall be red brass, bronze or copper.

2.8 CONTROLS
A. Each automatic controller shall be of the type and size as indicated on the Plans.

B. Controller housing shall be of the type and size as shown on the Plans.

C. Control wire: All wiring to be used for connecting the automatic controller to the automatic valves shall be Type UF-600V, 14 ga solid copper, PVC insulation, single conductor, UL 493 approved and listed for direct burial use. Each conductor pilot or "hot" wire shall be black or color coded with the common wire being white.

2.9 VALVE BOXES
A. All valve boxes shall be of the type and size as shown on the Plans.

PART 3- EXECUTION

3.1 SITE CONDITIONS
A. Contractor shall examine the areas and conditions under which work of this section will be performed. Contractor shall correct conditions detrimental to timely and proper completion of the work. Contractor shall not proceed until unsatisfactory conditions are corrected.

B. Point of connection: This is shown at its approximate location on the Plans. Exact location must be verified on site.

C. If conditions are encountered during the course of work that are in conflict with the Plans, Landscape Architect shall be notified immediately before any work is done.

If this procedure is not followed, Contractor shall assume full responsibility for any on-site adjustments necessary to make the system operate adequately at no additional cost to City or Landscape Architect.

3.2 GENERAL
A. Piping layout indicated on the drawings is diagrammatic only. Route piping to avoid plants and structures.

B. All pipe and equipment shall be installed in planted areas. If shown in paved areas on the drawing it is for clarity only unless noted otherwise on the Plan. Piping shown in paved areas shall be installed in sleeves according to detail on the Plans.

As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 94 of 246

LANDSCAPE IRRIGATION
Section 32 80 00

LANDSCAPE IRRIGATION
SECTION 32 80 00 - 5
C. Irrigation pipes and equipment shall be installed so as not to prevent or make difficult planting and construction shown on construction and planting plans.

D. Actual location of automatic controller(s) shall be verified with Landscape Architect.

E. Contractor shall provide record drawings to the City and Landscape Architect upon completion of the system. These drawings shall be done on a reproducible media and shall clearly show all locations of control valves, gate valves, quick coupler valves, check valves, backflow preventers, and automatic controllers by triangulated dimensions from fixed objects such as walks and building corners. These drawings shall be approved by the Landscape Architect before final payment is issued to Contractor.

F. An operating chart shall be provided to the Landscape Architect upon completion of the system. This chart shall clearly show each area that each station of the controller operates (in case of more than one controller, provide an operating chart for each controller). This chart shall be done in the following manner:

1. Reduce record drawings to a size that will fit on the inside of the controller door.

2. Color, with contrasting colors, the areas covered by each valve. Use colored pencils or ink markers.

3. Obtain Landscape Architect's approval of chart.

4. Laminate chart in 10 mil plastic.

3.3 ASSEMBLIES
A. These shall be set forth on detail drawings. If details are absent for specific assemblies, these assemblies shall be done in accordance with Contractor's recommendations after these recommendations are discussed with the Landscape Architect. Teflon tape or dope shall be used on all male pipe threads of control valve, swing joints and backflow assemblies.

3.4 TRENCHING AND BACKFILLING
A. Large specimen plants shall be planted prior to trenching.

B. Contractor shall hand trench around roots to pipe grade when roots two inches in diameter or greater are encountered. Minimum width of any trench shall be four inches, or 1.5 times the diameter of pipe, whichever is greater. Backfill and recompact over any excavation. If rock is encountered, excavate four inches deeper and backfill to pipe grade with well-graded sand. Keep trenches even and free of obstructions and debris that may damage pipe. Do not mix sub-soil with top-soil.

C. Sand encasement for all irrigation pipe, direct burial control wire and electrical conduit shall be plaster or mortar sand per section 200 of the Standard Specifications, with a minimum sand equivalent of 50.

As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 95 of 246

LANDSCAPE IRRIGATION
Section 32 80 00

LANDSCAPE IRRIGATION
SECTION 32 80 00 - 6

3.5 PIPING
A. All pipes shall have a minimum of 6" clearance from each other and pipes from other trades.

B. All pressure pipe 4” diameter and smaller shall have the correct sized concrete thrust block installed at every abrupt change of alignment; at ball valves, at tees, elbows and crosses, and at ends of pipe runs or wherever the field engineer deems one to be necessary. Thrust blocks are to be installed per standard drawings or APWA standards and sized accordingly for the size of pipe.

C. Plastic pipe shall be cut square, externally chamfered with all burrs and fins removed.

D. Solvent welded joints shall be made in accordance with ASTM D2855. The solvent recommended by the manufacturer shall be used.

E. No solvent shall be used from cans that have been opened overnight.

F. Plastic pipe installation shall be in accordance with ASTM D2774 and the requirements herein.

G. Care shall be exercised in assembling a pipeline with solvent welded joints so that stress on previously made joints is avoided. Handling of the pipe following jointing shall not occur prior to the set times specified in ASTM D2855.

H. Solvent shall be applied to pipe ends in such a manner that no material is deposited on the interior surface of the pipe or extruded into the interior of the pipe during jointing.

I. Threaded pipe joints shall be made using Teflon tape or Teflon dope. Solvent shall not be used with threaded joints.

J. Plastic pipe that has been nicked, scarred or otherwise damaged shall be removed and replaced. Plastic pipe shall be snaked from side to side in the trench to allow for 1 foot of expansion and contraction per 100 feet of straight run.

K. The pipeline shall not be exposed to water for 24 hours after the last solvent weld has been made.

L. Where pipes of dissimilar metals are joined, connection shall be made with dielectric fitting.

3.6 FLUSHING
As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 96 of 246

LANDSCAPE IRRIGATION
Section 32 80 00

LANDSCAPE IRRIGATION
SECTION 32 80 00 - 7
A. Pressure and non-pressure lines shall be thoroughly flushed before installation of equipment and heads.

3.7 PRESSURE TESTING
A. All pressure lines shall be tested under hydrostatic pressure of 125 psi and all nonpressure lines under existing static pressure for a minimum of 4 hours.

B. If leaks develop, repair and repeat pressure test until system is water tight.

3.8 BACKFILLING
A. Pressure lines and control wiring shall have a minimum cover of 21".

B. Non-pressure lines shall have a minimum of 15" cover unless otherwise noted.

C. Under vehicle bearing paving, all piping shall have a minimum cover of 30" from bottom of paving. Under pedestrian bearing paving, all piping shall have a minimum cover of 18” from bottom of paving.

D. All piping under asphalt or concrete paving shall be installed in sleeves. No hydraulic driving shall be permitted under paving. If contractor is unable to locate any sleeve, he shall notify Landscape Architect immediately.

E. Initial backfill (first 6") shall be plaster or mortar sand per section 200 of the Standard Specifications, with a minimum sand equivalent of 50.

F. Backfill shall be compacted in lifts of no more than 6" in height and to a density comparable to adjacent grade.

G. Top of backfill shall conform to adjacent grades without sunken areas, humps or other irregularities.

3.9 ADJUSTMENTS
A. All back drainage of heads shall be stopped with "Valcon ADV" check valves, or approved equal, in riser. Adjust to minimize pressure loss.

B. Heads shall be flushed and adjusted to prevent over spray onto adjacent paving and/or structures as much as possible.

3.10 DRIP IRRIGATION
As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 97 of 246

LANDSCAPE IRRIGATION
Section 32 80 00

LANDSCAPE IRRIGATION
SECTION 32 80 00 - 8
A. Layout: Layout drip tubing after plants have been planted and in such a manner so that the tubing will pass each plant, as per detail on the Plans. If Netafim, or equal, product with pre-inserted emitters during manufacturing, has been specified contractor shall space the tubing per the on center dimensions stated on the Plans.

B. Cutting: The drip tubing shall be cut so as to leave a smooth and even square end with no burrs.

C. Compression & Barb Coupling joints:

1. Remove any burrs from both the inside and outside of the tubing and the fittings.

2. Remove dirt, grease and moisture from tubing and fitting.

3. Force tubing into or over fittings with a constant circular motion so that tubing is fully seated in or on fitting.

D. Punching holes:

1. Holes, for installation of emitters, should be made with a punch of the correct size and as recommended by the manufacturer of the emitters specified on the Plans.

2. Holes should be made when the hose or tubing is cool; if necessary, cold water shall be run through the hose/tubing prior to punching.

3. Use a steady twisting motion when punching holes in hose/tubing and maintain a 90 degree angle to the hose/tubing with the punching tool.

E. Stapling: Loosely fix drip tubing to grade with 6” steel jute staples so that tubing will lay flat and be covered entirely by mulching. Do not make the staples so tight that they crimp the tube. Use just enough staples to hold tubing in position or to maintain proper spacing.

3.11 COMPLETION AND CLEAN-UP
A. Upon completion of the drip and spray irrigation system, and prior to mulching, Contractor shall demonstrate the system for City Representative from the irrigation controller by turning on each station and pointing it out on the corresponding color coded chart required in Section 3.2 – F. Contractor shall leave the entire job area in a neat and acceptable condition such as to meet the approval of the City.

END OF SECTION
As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 98 of 246

LANDSCAPE PLANTING
Section 32 90 00

LANDSCAPE PLANTING
SECTION 32 90 00 - 1
PART 1 - GENERAL

1.1 SUMMARY
A. Provide trees, shrubs and groundcover as shown on the Plans, as specified herein and as needed for a complete and proper installation. The Plans are diagrammatic.

All plant material locations shown are approximate. The Landscape Architect has prepared the plant legend on the Plans only as a convenience to the Contractor and assumes no responsibility for its accuracy. The Contractor is to verify all quantities and sizes. Contractor shall inform City immediately of any discrepancies between quantities and symbols shown.

1.2 QUALITY ASSURANCE
A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this Section.

B. Plant materials shall be certified by State or Federal Depts. of Agriculture, be free from hazardous insects or apparent disease, and be thoroughly rooted but not rootbound or overgrown in containers.

C. Plant materials shall be furnished in the quantities and/or spacing specified and shall be of the genus, species and size indicated in the plant legend of the Plans.

Substitution of any such indicated plant materials shall not be permitted unless specifically approved by the Landscape Architect. Landscape Architect shall select and tag all plant material in 20" box size or larger.

1. 3 MAINTENANCE AND GUARANTEE
A. Maintenance shall begin at final inspection and acceptance of installation by City, and extend for a period of 90 days. Maintenance shall include keeping installation clean and free of weeds, trash and debris as well as maintaining plant material.

B. All plant material shall be guaranteed for a period of six (6) months. All specimen material 20" box size and larger shall be guaranteed for a period of one (1) year.

C. Replacements: All plant material deteriorating or dying within the guarantee period shall be replaced as many times as necessary, and approved by City, with plant material the same size and species as specified or as directed by landscape architect, with a new warranty commencing on date of replacement, and at no cost to City.

As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 99 of 246

LANDSCAPE PLANTING
Section 32 90 00

LANDSCAPE PLANTING
SECTION 32 90 00 - 2
D. Inspection by City and Contractor shall be made at the end of the 90 day maintenance period and the guarantee periods. Contractor shall set-up a time with City for these inspections and shall make corrections to the installation resulting from these inspections promptly and at no expense to City.

PART 2- PRODUCTS

2.1 FERTILIZER
A. Fertilizer shall be of type and quantity specified herein or as recommended by soil testing laboratory.

2.2 SOIL AMENDMENT
A. Soil amendment shall be of type and quantity specified herein or as recommended by soil testing laboratory.

2.3 TOPSOIL
A. Topsoil shall be Class A, as designated in the ‘Green Book’, and shall be deemed suitable for use by City. At least fifteen (15) days prior to use the proposed source of topsoil must be submitted to City for approval. Contractor shall submit a written request for approval which shall be accompanied by a written report of a testing agency registered by the State for agricultural soil evaluation which states that the proposed source complies with ‘Green Book’ specifications for topsoil designated Class A.

2.4 MULCH
A. Mulch shall be of type specified herein.

2.5 TREE STAKES AND GUYS
A. Tree stakes and guys shall be of types specified in Detail Drawings.

2.6 OTHER MATERIALS
A. Provide other materials not specifically described but required for a complete and proper installation as selected by the Contractor subject to the approval of the City.

PART 3- EXECUTION

3.1 SITE CONDITIONS
As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 100 of 246

LANDSCAPE PLANTING
Section 32 90 00

LANDSCAPE PLANTING
SECTION 32 90 00 - 3
A. Contractor shall examine the areas and conditions under which work of this section will be performed. Contractor shall correct conditions detrimental to timely and proper completion of the Work, not proceeding until unsatisfactory conditions are corrected.

B. Prior to execution for planting, or placing of any stakes, Contractor shall locate all utilities, electrical cables, conduits, sprinkler lines, heads, valves and valve control wires so that proper precautions may be taken not to damage any such improvements. In the event of any conflict between plant locations and any such improvements, Contractor shall promptly notify Landscape Architect. If this procedure is not followed, Contractor shall assume full responsibility for any on-site adjustments necessary to make the installation perform adequately at no additional cost to City.

3.2 SOIL TESTING
A. A soil test shall be performed prior to soil preparation. Contractor shall submit a soils analysis report with recommendations from a licensed laboratory to City prior to beginning work. Recommendations from soils lab shall be followed prior to any planting, if recommendations deviate from specifications herein.

3.3 SOIL PREPARATION
A. Imported topsoil, fill dirt and amended soil, as per specifications for planted areas, shall be clean, free of weeds, rocks and debris, and must have a pH range of 5.6 to

7.6 and an ECE less than 4.0 MMHOS/CM, as determined by soil analysis, and shall be thoroughly incorporated into existing soil.

B. Finish grade shall conform to overall drainage pattern and be 1.5" below surface of adjacent paving, and, in no event, be less than 6" below building ground floor slab elevation.

C. Before and during preliminary and final grading, all weeds and grasses shall be sprayed with a non-selective herbicide, as per manufacturer’s specifications.

Contractor shall obtain approval by the City prior to application of any herbicide, insecticide, fungicide or other chemicals to be used on site. At least ten (10) days after the herbicide is applied, or as per manufacturer’s specifications, planters shall be cleared and grubbed and the debris shall be disposed of off-site at Contractors expense.

D. All planting areas shall be tilled (either by hand or machine) to a depth of 10" below grade. All rocks and debris more than 2" in diameter shall be removed from the site.

E. Soil amendments shall be spread evenly over site as recommended in soils report, and tilled into native soil as specified in D above.

As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 101 of 246

LANDSCAPE PLANTING
Section 32 90 00

LANDSCAPE PLANTING
SECTION 32 90 00 - 4
F. Finish grade shall be a smooth, even and uniform plane without abrupt change of surface, and shall conform to the Plans. Grading shall be done when soil is at optimum moisture content for working.

3.4 PLANTING
A. Plants shall not be permitted to dry-out before or during the planting process. Spot trees and shrubs as shown on the Plans. All trees require root barriers as per the notes & details on the Plans.

B. Tree and shrub pits shall be 1.5 times as wide and as deep as the plant container.

Tree pits shall be dug square with leveled bottoms.

C. Fill planting hole with water and allow to drain.

D. Backfill material shall be a thoroughly blended mixture of one (1) part Type 1 soil amendment and two (2) parts native soil. Gro-Power tablets, or approved equal, shall be planted with all container plants as per manufacturer's instructions and Detail Drawings.

E. All plants shall be properly root-pruned, centered in pits, and set so that, when settled, they will be level with final surrounding grade.

F. A 3" high berm shall be constructed around the perimeter of each plant pit. The pit shall be then filled with water, allowed to soak, and filled again. Prior to installation of drip irrigation tubing these berms shall be raked level with the surrounding grade.

G. Following completion of planting and drip irrigation, a 3" minimum layer of Type 1 mulch, per the ‘Green Book’, shall be applied to all planter surfaces as shown on the Plans. Mulch shall be packaged in bales or bags unless City or Landscape Architect approves a bulk source in advance of delivery to the Site.

3.5 STAKING AND GUYING
A. All trees shall be staked or guyed immediately after the tree is planted, as per detail, and taking care that the root ball of the tree is not injured.

3.6 CLEAN-UP
A. Upon completion of the contracted work, Contractor shall remove all rubbish, trash and debris resulting from the operations, remove unused equipment and implements of service, and leave the entire area involved in a neat and acceptable condition such as to meet the approval of the City.

As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 102 of 246

LANDSCAPE PLANTING
Section 32 90 00

LANDSCAPE PLANTING
SECTION 32 90 00 - 5

END OF SECTION
As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 103 of 246

SYSTEM OVERVIEW
Sol by Sunna Design | solarlighting.com | Toll-free: 1-800-959-1329 | Worldwide: +1-772-286-9461 | [email protected] Estimate ID #
Date
Project Name
Location
Dimensions
Application

SOLAR ENGINE DETAILS
Model EverGen™ M Series
System Color
Tilt Angle
^ŽůĂƌWĂŶĞůtĂƩĂŐĞ

BATTERY DETAILS
ĂƩĞƌǇdǇƉĞ
ĂƩĞƌǇYƵĂŶƟƚǇ
ĂƩĞƌǇĂƉĂĐŝƚǇ
ĂƩĞƌǇ>ŽĐĂƟŽŶ

OPERATING DETAILS
>ĂƟƚƵĚĞ
>ŽŶŐŝƚƵĚĞ
^ŽůĂƌ/ŶƐŽůĂƟŽŶ
>ŽŶŐĞƐƚEŝŐŚƚ
ĂǇͬEŝŐŚƚdƌĂŶƐŝƟŽŶŝŶŐ ^ŽůĂƌƉĂŶĞůǀŽůƚĂŐĞ
ƵƚŽŶŽŵǇ
ƌƌĂǇͲƚŽͲ>ŽĂĚZĂƟŽ

REMOTE MONITORING
/ŶƐŝŐŚƚWůĂƞŽƌŵ ůŽƵĚͲďĂƐĞĚĚĂƐŚďŽĂƌĚĂŶĚ
ĂƵƚŽŵĂƟĐŶŽƟĮĐĂƟŽŶƐ

FIXTURE DETAILS
>
&ŝǆƚƵƌĞ
&ŝǆƚƵƌĞŽůŽƌ
KƉƟĐĂůŝƐƚƌŝďƵƟŽŶdǇƉĞ
/ŶĚŝǀŝĚƵĂů&ŝǆƚƵƌĞtĂƩĂŐĞ
>ŝŐŚƚŽůŽƌdĞŵƉ͘
>ƵŵĞŶƐƉĞƌ&ŝǆƚƵƌĞ;ĂƉƉƌŽǆ͘Ϳ
&ŝǆƚƵƌĞƐƉĞƌ^ǇƐƚĞŵ
Engineered smart. Built tough. Accurately sized.

Guaranteed reliability for 10 years.
ƚ^Žů͕ǁĞĚĞǀĞůŽƉƉƌŽĚƵĐƚƐƚŚĂƚǁĞďĞůŝĞǀĞŝŶ͗ŽƵƌ
ǀĞƌ'ĞŶƐŽůĂƌůŝŐŚƚǁŝůůƉĞƌĨŽƌŵĞǆĂĐƚůǇĂƐ
ƉƌŽŵŝƐĞĚͶƚŚƌŽƵŐŚŽƵƚŝƚƐůŝĨĞƐƉĂŶ͘
dŚŝƐĚĞƚĂŝůĞĚŽǀĞƌǀŝĞǁĐŽŵďŝŶĞƐƚŚĞĐŽŵƉůĞǆĂůŐŽƌŝƚŚŵƐŽĨŽƵƌƐŝǌŝŶŐĞŶŐŝŶĞǁŝƚŚƚŚĞĞǆƉĞƌŝĞŶĐĞŽĨ ŽƵƌŝŶͲŚŽƵƐĞůŝŐŚƟŶŐĞǆƉĞƌƚƐƚŽŐŝǀĞǇŽƵƚŚĞŵŽƐƚƌĞůŝĂďůĞĂŶĚĐŽƐƚͲĞīĞĐƟǀĞƉƌŽĚƵĐƚĨŽƌǇŽƵƌůŽĐĂƟŽŶ͘ zŽƵƌ
ǀĞƌ'ĞŶŵŽĚĞůŝŶĐůƵĚĞƐƐƚĂŶĚĂƌĚĨĞĂƚƵƌĞƐƐƵĐŚĂƐĂϭϮͲŵŽŶƚŚƐƵďƐĐƌŝƉƟŽŶƚŽ^Žů͛Ɛ/ŶƐŝŐŚƚƌĞŵŽƚĞ ŵŽŶŝƚŽƌŝŶŐƉůĂƞŽƌŵ͕ĂǁĂƌŵůŝŐŚƚĐŽůŽƌƚĞŵƉĞƌĂƚƵƌĞ͕ĂŶĚĚĂƌŬͲƐŬǇůŝŐŚƟŶŐĐŽŶƚƌŽůƐ͘ 2-23367-3
2024/02/21 14:36:6
Cudahy, CA - Atlantic Ave Bus Stops - Lost West - SW 02/22/24 - 2Pa Cudahy, CA 90201, USA
100 ft
Pathway
BK
30 Degrees
340W
GEL
4 95.0
HIGH
34N
118W

4.39 kWh/m²/day
DSX0
BK

14.07 hrs
3ME

5.26 50 W

1.38 4000 K
7141 Lumens
1 EVERGEN-BK-2-170-4-GEL5-HIGH-N-30-1-DSX0-3ME-40K-BK-STBTD-15-110-INTDIRECTA-50-D2D-76197 As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 104 of 246

SYSTEM OVERVIEW
Sol by Sunna Design | solarlighting.com | Toll-free: 1-800-959-1329 | Worldwide: +1-772-286-9461 | [email protected] 6SHFLͤFDWLRQVVXEMHFWWRORFDOHQYLURQPHQWDOFRQGLWLRQV 6SHFLͤFDWLRQVPD\EHVXEMHFWWRFKDQJH
US and International patents apply. Other patents pending. “Sol” logo is a trademark of Sunna Design.
$OO6ROSURGXFWVDUHPDQXIDFWXUHGLQIDFLOLWLHVWKDWDUHFHUWLͤHGWR,62TXDOLW\VWDQGDUGV 'RFXPHQW
6\VWHP2YHUYLHZB5HY'
Warranty Details
Additional Details
Operating Profile
System Certifications
ĂƩĞƌǇ
^ŽůĂƌWsWĂŶĞůKƵƚƉƵƚWŽǁĞƌ DĂŶƵĨĂĐƚƵƌĞƌ͛ƐtĂƌƌĂŶƚǇͶDŝŶŝŵƵŵϮϬzĞĂƌƐ DŽƵŶƟŶŐ,ĂƌĚǁĂƌĞ ϭϬzĞĂƌƐ
WŽůĞ;ŝĨƉƌŽǀŝĚĞĚͿ >ŝĨĞƟŵĞ
ǆĐůƵĚŝŶŐ&ŝŶŝƐŚ
>
&ŝǆƚƵƌĞ DĂŶƵĨĂĐƚƵƌĞƌ͛ƐtĂƌƌĂŶƚǇ

ůĞĐƚƌŽŶŝĐƐ;ŚĂƌŐĞŽŶƚƌŽůůĞƌ͕>
ƌŝǀĞƌͿ ϭϬzĞĂƌƐ
Solar Engine
ϮϬϬϰͲϭϬϴͲ
͕
EϱϱϬϭϱ͕
EϲϭϱϰϳĨŽƌĞŵŝƐƐŝŽŶƐĂŶĚŝŵŵƵŶŝƚǇ͘
Panels h>ϭϳϬϯ͕/
ϲϭϮϭϱ͕/
ϲϭϳϯϬ͕ĐŽŶĨŽƌŵŝƚǇƚŽ
͘
&ŝǆƚƵƌĞ
Đh>ƵƐ>ŝƐƚĞĚ͕ƐƵŝƚĂďůĞĨŽƌǁĞƚůŽĐĂƟŽŶƐ͕>dƌĂŶƐϲϭϭsŝďƌĂƟŽŶ ƚĞƐƟŶŐ͘
ĞƌƟĮĞĚƚŽE^/ϭϯϲ͘ϯϭͲϮϬϬϭ͕ϯ'ďƌŝĚŐĞĂŶĚŽǀĞƌƉĂƐƐǀŝďƌĂƟŽŶ ƐƚĂŶĚĂƌĚƐ͘ZŽ,^
tĞŝŐŚƚ;ǁŝƚŚĂƩĞƌŝĞƐͿ
EPA
dĞŶŽŶZĞƋƵŝƌĞŵĞŶƚƐ ϯ͘ϱ͟Kǆϲ͟ůŽŶŐ
;ϴϴ͘ϵŵŵKǆϭϱϮ͘ϰŵŵůŽŶŐͿ
WŽůĞdǇƉĞ
WŽůĞ>ĞŶŐƚŚ
Wind Zone
ƌŵdǇƉĞ
ZĞƉƌĞƐĞŶƚĞĚŝŶǇŽƵƌƌĞŐŝŽŶďǇ͗
5 Years
364 lb (165.26 kg) Steel Bolt Down

16.0 Sq Ft (1.49 Sq m) 1FT
110 MPH

INTDIRECTA
As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 105 of 246 EverGen®
Solar Light Controller/LED Driver
Sol by Sunna Design | solarlighting.com | Toll-free: 1-800-959-1329 | Worldwide: +1-772-286-9461 | [email protected]

FEATURES
• ůƵĞƚŽŽƚŚĂŶĚƉƉĨŽƌůŽĐĂůĐŽŶĮŐƵƌĂƟŽŶĂŶĚƚĞƐƟŶŐ
• ^ĂƚĞůůŝƚĞŵŽĚĞŵĨŽƌƌĞŵŽƚĞŵŽŶŝƚŽƌŝŶŐǁŝƚŚ/ŶƐŝŐŚƚZĞŵŽƚĞ DŽŶŝƚŽƌŝŶŐWůĂƞŽƌŵ^ƵďƐĐƌŝƉƟŽŶ
• ^ŽůĂƌƉĂŶĞůĂŶĚďĂƩĞƌǇŽǀĞƌǀŽůƚĂŐĞƉƌŽƚĞĐƟŽŶ
• >
ƐŚŽƌƚĐŝƌĐƵŝƚƉƌŽƚĞĐƟŽŶĂŶĚƵŶĐŽŶŶĞĐƚĞĚ>
ƉƌŽƚĞĐƟŽŶ
• /ŶƚĞƌŶĂůWsĚŝƐĐŽŶŶĞĐƚ;ŶŽĞǆƚĞƌŶĂůĚŝŽĚĞƐƌĞƋƵŝƌĞĚͿ
• ZĞǀĞƌƐĞďĂƩĞƌǇƉŽůĂƌŝƚǇƉƌŽƚĞĐƟŽŶ
• ^ĞůĨĐĂůŝďƌĂƟŶŐůŽĂĚ͕ƟŵŝŶŐ͕ĂŶĚĐŚĂƌŐŝŶŐĐŝƌĐƵŝƚƌǇ
• &ůĞǆŝďůĞŽƉĞƌĂƟŶŐŵŽĚĞƐ;ĚƵƐŬͲƚŽͲĚĂǁŶ͕ƐƉůŝƚŶŝŐŚƚ͕ƐƉůŝƚŶŝŐŚƚǁŝƚŚ ĚŝŵŵŝŶŐͿ
• &ƵůůǇƚĞƐƚĞĚĂƚƚŚĞ^ŽůĨĂĐƚŽƌǇďĞĨŽƌĞŝŶƐƚĂůůĂƟŽŶĂŶĚƐŚŝƉŵĞŶƚƚŽ ĞŶƐƵƌĞƌĞůŝĂďůĞŽƉĞƌĂƟŽŶĂŶĚƚƌŽƵďůĞͲĨƌĞĞƐƚĂƌƚƵƉ
• WƌŽŐƌĂŵŵĞĚďǇ^ŽůďĂƐĞĚŽŶǇŽƵƌƉƌŽũĞĐƚƌĞƋƵŝƌĞŵĞŶƚƐĞůŝŵŝŶĂƟŶŐ ĐŽŶĨƵƐŝŶŐƐǁŝƚĐŚĂŶĚŬŶŽďƐĞƫŶŐ
• ůƵĞƚŽŽƚŚĂŶĚĂƉƉĨŽƌƐŝŵƉůĞĂŶĚƐĞĐƵƌĞƐĞƚƵƉ
• /ŶƚĞŐƌĂƚĞĚDWWdĐŚĂƌŐŝŶŐĂŶĚ>
ĚƌŝǀŝŶŐƐǇƐƚĞŵƌĞĚƵĐĞƐƐǇƐƚĞŵ
ĨĂŝůƵƌĞƐ͕ŽǀĞƌĂůůƐǇƐƚĞŵĐŽŵƉůĞǆŝƚǇĂŶĚĐŽƐƚ
• /ŶƚĞŐƌĂƚĞĚƐƵƌŐĞƉƌŽƚĞĐƟŽŶĂŶĚŶŽŝƐĞƌĞĚƵĐƟŽŶ
• <ĞǇĞĚĐŽŶŶĞĐƚŽƌƐĨŽƌƐŝŵƉůĞĂŶĚƌĞůŝĂďůĞĂƐƐĞŵďůǇ
• dĞŵƉĞƌĂƚƵƌĞĐŽŵƉĞŶƐĂƚĞĚĂŶĚDWWdĐŽŶƚƌŽůůĞĚďĂƩĞƌǇĐŚĂƌŐŝŶŐƚŽ ŵĂǆŝŵŝǌĞďĂƩĞƌǇůŝĨĞĂŶĚĞŶĞƌŐǇĐŽůůĞĐƟŽŶ
• ,ŝŐŚƚĞŵƉĞƌĂƚƵƌĞĐŚĂƌŐĞĐŽŵƉĞŶƐĂƟŽŶƚŽĞŶƐƵƌĞĐŽŵƉŽŶĞŶƚ ůŽŶŐĞǀŝƚǇ
• ZƵŐŐĞĚĚŝǌĞĚƐŽůŝĚƐƚĂƚĞĚĞƐŝŐŶĞŶƐƵƌĞƐůŽŶŐůŝĨĞĂŶĚŶŽŵĂŝŶƚĞŶĂŶĐĞ • DĞŵŽƌǇĂǀĞƌĂŐŝŶŐƚŽĞŶƐƵƌĞĂĐĐƵƌĂƚĞƚƵƌŶŽŶĂŶĚƚƵƌŶŽīŽĨůŝŐŚƚƐƚŽ ƉƌĞǀĞŶƚĨĂůƐĞƌĞƐƉŽŶƐĞĚƵĞƚŽǁĞĂƚŚĞƌǀĂƌŝĂƟŽŶƐ
• dĞŶͲǇĞĂƌůŝŵŝƚĞĚǁĂƌƌĂŶƚǇ

BENEFITS
WƌŽŐƌĂŵŵĞĚŽƌĐƵƐƚŽŵƌƵŶŵŽĚĞƐŝŶĐůƵĚĞ͗
• ,ƌƐĂŌĞƌƵƐŬ͗Ϭϯ͕Ϭϱ͕Ϭϳ͕ϬϵŽƌůůEŝŐŚƚ
• ŝŵŵŝŶŐWĞƌĐĞŶƚĂŐĞ͗EŽŶĞ͕ϯϬй͕
• ,ŽƵƌƐĞĨŽƌĞĂǁŶ͗ϬϮ͕ŽƌůůEŝŐŚƚ
As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 106 of 246 EverGen®
Solar Light Controller/LED Driver
Sol by Sunna Design | solarlighting.com | Toll-free: 1-800-959-1329 | Worldwide: +1-772-286-9461 | [email protected] ^ƉĞĐŝĮĐĂƟŽŶƐƐƵďũĞĐƚƚŽůŽĐĂůĞŶǀŝƌŽŶŵĞŶƚĂůĐŽŶĚŝƟŽŶƐ͘
^ƉĞĐŝĮĐĂƟŽŶƐŵĂǇďĞƐƵďũĞĐƚƚŽĐŚĂŶŐĞ͘
h^ĂŶĚ/ŶƚĞƌŶĂƟŽŶĂůƉĂƚĞŶƚƐĂƉƉůǇ͘KƚŚĞƌƉĂƚĞŶƚƐƉĞŶĚŝŶŐ͘ ͞^Žů͟ůŽŐŽŝƐĂƚƌĂĚĞŵĂƌŬŽĨ^ƵŶŶĂĞƐŝŐŶ͘
ůů^ŽůƉƌŽĚƵĐƚƐĂƌĞŵĂŶƵĨĂĐƚƵƌĞĚŝŶĨĂĐŝůŝƟĞƐƚŚĂƚĂƌĞĐĞƌƟĮĞĚƚŽ/^KƋƵĂůŝƚǇƐƚĂŶĚĂƌĚƐ͘ ŽĐƵŵĞŶƚ͗^W
ͺ^K>Ͳ^ƵŶŶĂͺ
ǀĞƌ'ĞŶͲ
D^ͺZĞǀ

TECHNICAL

FEATURE VALUE

ELECTRICAL
KƉĞƌĂƟŶŐsŽůƚĂŐĞ ϭϮͬϮϰs
KƉĞƌĂƟŶŐƵƌƌĞŶƚ ϮϱŵĂǆ
>
ƌŝǀĞƵƌƌĞŶƚ ϯ͘ϱŵĂǆ͘ϭϬϬt
>ĂŵƉƌŝǀĞsŽůƚĂŐĞ ϲϱsŵĂǆ͘
WssŽůƚĂŐĞ/ŶƉƵƚ ϱϱsŵĂǆ͘
>ŽǁsŽůƚĂŐĞŝƐĐŽŶŶĞĐƚ;>sͿ ϭϭ͘ϲͬϮϯ͘Ϯs
>ŽǁsŽůƚĂŐĞZĞĐŽŶŶĞĐƚ;>sZͿ ϭϮ͘ϭͬϮϰ͘Ϯs

CHARGING
^ĞůĨͲĐŽŶƐƵŵƉƟŽŶ фϱŵ
ŚĂƌŐŝŶŐDĞƚŚŽĚ DĂǆŝŵƵŵWŽǁĞƌWŽŝŶƚdƌĂĐŬŝŶŐ;DWWdͿ
ĂƩĞƌǇ&ƵƐĞ͕
ǆƚĞƌŶĂů ϯϬŵĂǆ͘

COMMUNICATION
>ŽĐĂůŽŶƚƌŽů Bluetooth and app
ZĞŵŽƚĞDŽŶŝƚŽƌŝŶŐ ^ĂƚĞůůŝƚĞŵŽĚĞŵƚŽ/ŶƐŝŐŚƚƌĞŵŽƚĞŵŽŶŝƚŽƌŝŶŐƉůĂƞŽƌŵ

PHYSICAL
KƉĞƌĂƟŶŐdĞŵƉĞƌĂƚƵƌĞ ͲϰϬƚŽнϲϬΣ;ͲϰϬƚŽнϭϰϬΣ&Ϳ
,ƵŵŝĚŝƚǇ ϭϬϬйŽŶĚĞŶƐŝŶŐ
WĂĐŬĂŐŝŶŐ ůƵŵŝŶƵŵŚĞĂƚƐŝŶŬ͕ƉŽůǇĐĂƌďŽŶĂƚĞĐŽǀĞƌ͕ŐĂƐŬĞƚĂŶĚǀĞŶƚ͕/Wϲϴ tĞŝŐŚƚ Ϭ͘ϳϰŬŐ;ϮϲŽǌ͘Ϳ
^ŝǌĞ;>ǆtǆ,Ϳ Ϯϯϰ͘ϳǆϵϴ͘ϳǆϳϭ͘Ϭŵŵ;ϵ͘Ϯǆϯ͘ϵǆϮ͘ϴŝŶͿ dŽƉsŝĞǁ ^ŝĚĞsŝĞǁ
As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 107 of 246 Sol by Sunna Design | solarlighting.com | Toll-free: 1-800-959-1329 | Worldwide: +1-772-286-9461 | [email protected]

PERFORMANCE SUMMARY

OPTIONS
Weight: 16 lbs (7.25 kg)
The modern styling of the D-Series is striking yet unobtrusive - making a bold, progressive statement even as it blends seamlessly with its environment. dŚĞͲ^ĞƌŝĞƐĚŝƐƟůůƐƚŚĞďĞŶĞĮƚƐŽĨƚŚĞůĂƚĞƐƚŝŶ>
ƚĞĐŚŶŽůŽŐǇŝŶƚŽĂŚŝŐŚ
ƉĞƌĨŽƌŵĂŶĐĞ͕ŚŝŐŚĞĸĐĂĐǇ͕ůŽŶŐͲůŝĨĞůƵŵŝŶĂŝƌĞ͘dŚĞŽƵƚƐƚĂŶĚŝŶŐƉŚŽƚŽŵĞƚƌŝĐ ƉĞƌĨŽƌŵĂŶĐĞƌĞƐƵůƚƐŝŶƐŝƚĞƐǁŝƚŚĞǆĐĞůůĞŶƚƵŶŝĨŽƌŵŝƚǇ͕ŐƌĞĂƚĞƌƉŽůĞƐƉĂĐŝŶŐĂŶĚ lower power density.
ƉƉůŝĐĂƟŽŶƐ͗ZĞƐŝĚĞŶƟĂůƌŽĂĚƐ͕ĐŽůůĞĐƚŽƌƌŽĂĚƐ͕ƉĂƌŬŝŶŐůŽƚƐ͕ĂŶĚŐĞŶĞƌĂůĂƌĞĂ ƐƉĂĐĞƐ
ΎWůĞĂƐĞƌĞĨĞƌƚŽ^ǇƐƚĞŵKǀĞƌǀŝĞǁƉĂŐĞĨŽƌǇŽƵƌĞǆĂĐƚĮǆƚƵƌĞƐƉĞĐŝĮĐĂƟŽŶƐ͘ /ŶŝƟĂůĞůŝǀĞƌĞĚ>ƵŵĞŶƐ͗ Up to 12,800

ĸĐĂĐǇ͗hƉƚŽϭϱϱ>Wt
Z/͗ Minimum 70 CRI
d͗ 3000K, 4000K, 5000K
>ŝŵŝƚĞĚtĂƌƌĂŶƚǇ͗ 5 years on luminaire
WƌŽĚƵĐƚ DŽƵŶƟŶŐ KƉƟĐ /ŶƉƵƚWŽǁĞƌΎ CCT CRI ŽůŽƌKƉƟŽŶƐ DŽƵŶƚ KƉƟŽŶƐ ^yϬ P5
ϰϬ>

2ME
Type II Medium
3ME
Type III Medium
4ME
Type IV Medium
5ME
Type V Medium
ϭϬͲϭϬϬt
(based on
ůŽĐĂƟŽŶĂŶĚ
ƉƌŽĮůĞͿ
ϯϬ<
3000K
ϰϬ<
4000K
ϱϬ<
5000K
хϳϬ <
ůĂĐŬ
BZ
Bronze
SV
Natural
Aluminum
RPA
Round Pole
DŽƵŶƟŶŐ
WŽǁĞƌĞĚďǇ

ǀĞƌ'ĞŶ
D^
ĐƵŝƚǇ^yϬ
Ͳ^ĞƌŝĞƐ^ŝǌĞϬ^ŽůĂƌ>
ƌĞĂ>ƵŵŝŶĂŝƌĞ
26”
(660mm)
7”
(178mm)
13”
(330mm)
As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 108 of 246 Sol by Sunna Design | solarlighting.com | Toll-free: 1-800-959-1329 | Worldwide: +1-772-286-9461 | [email protected] ^ƉĞĐŝĮĐĂƟŽŶƐƐƵďũĞĐƚƚŽůŽĐĂůĞŶǀŝƌŽŶŵĞŶƚĂůĐŽŶĚŝƟŽŶƐ͘
^ƉĞĐŝĮĐĂƟŽŶƐŵĂǇďĞƐƵďũĞĐƚƚŽĐŚĂŶŐĞ͘
h^ĂŶĚ/ŶƚĞƌŶĂƟŽŶĂůƉĂƚĞŶƚƐĂƉƉůǇ͘KƚŚĞƌƉĂƚĞŶƚƐƉĞŶĚŝŶŐ͘ ͞^Žů͟ůŽŐŽŝƐĂƚƌĂĚĞŵĂƌŬŽĨ^ƵŶŶĂĞƐŝŐŶ͘
ůů^ŽůƉƌŽĚƵĐƚƐĂƌĞŵĂŶƵĨĂĐƚƵƌĞĚŝŶĨĂĐŝůŝƟĞƐƚŚĂƚĂƌĞĐĞƌƟĮĞĚƚŽ/^KƋƵĂůŝƚǇƐƚĂŶĚĂƌĚƐ͘ ŽĐƵŵĞŶƚ͗^W
ͺ^K>Ͳ^ƵŶŶĂͺ^yϬͺZĞǀ
/Ed
E
h^

dŚĞƐůĞĞŬĚĞƐŝŐŶŽĨƚŚĞͲ^ĞƌŝĞƐ^ŝǌĞϬƌĞŇĞĐƚƐƚŚĞĞŵďĞĚĚĞĚŚŝŐŚƉĞƌĨŽƌŵĂŶĐĞ> ƚĞĐŚŶŽůŽŐǇ͘/ƚŝƐŝĚĞĂůĨŽƌŵĂŶǇĐŽŵŵĞƌĐŝĂůĂŶĚŵƵŶŝĐŝƉĂů ĂƉƉůŝĐĂƟŽŶƐ͕ƐƵĐŚĂƐƉĂƌŬŝŶŐůŽƚƐ͕ƉůĂǌĂƐ͕ĐĂŵƉƵƐĞƐ͕ĂŶĚƉĞĚĞƐƚƌŝĂŶĂƌĞĂƐ͘

CONSTRUCTION
^ŝŶŐůĞͲƉŝĞĐĞĚŝĞͲĐĂƐƚĂůƵŵŝŶƵŵŚŽƵƐŝŶŐŚĂƐŝŶƚĞŐƌĂůŚĞĂƚƐŝŶŬĮŶƐƚŽŽƉƟŵŝǌĞƚŚĞƌŵĂůŵĂŶĂŐĞŵĞŶƚƚŚƌŽƵŐŚĐŽŶĚƵĐƟǀĞĂŶĚĐŽŶǀĞĐƟǀĞĐŽŽůŝŶŐ͘DŽĚƵůĂƌ ĚĞƐŝŐŶĂůůŽǁƐĨŽƌĞĂƐĞŽĨŵĂŝŶƚĞŶĂŶĐĞĂŶĚĨƵƚƵƌĞůŝŐŚƚĞŶŐŝŶĞƵƉŐƌĂĚĞƐ͘dŚĞ> ĚƌŝǀĞƌŝƐŵŽƵŶƚĞĚŝŶĚŝƌĞĐƚĐŽŶƚĂĐƚǁŝƚŚƚŚĞĐĂƐƟŶŐƚŽƉƌŽŵŽƚĞůŽǁ ŽƉĞƌĂƟŶŐƚĞŵƉĞƌĂƚƵƌĞĂŶĚůŽŶŐůŝĨĞ͘,ŽƵƐŝŶŐŝƐĐŽŵƉůĞƚĞůǇƐĞĂůĞĚĂŐĂŝŶƐƚŵŽŝƐƚƵƌĞĂŶĚĞŶǀŝƌŽŶŵĞŶƚĂůĐŽŶƚĂŵŝŶĂŶƚƐ;/WϲϱͿ͘>Žǁ W;ϭ͘ϬϭŌϮͿĨŽƌ
ŽƉƟŵŝǌĞĚƉŽůĞǁŝŶĚůŽĂĚŝŶŐ͘
FINISH

ǆƚĞƌŝŽƌƉĂƌƚƐĂƌĞƉƌŽƚĞĐƚĞĚďǇĂǌŝŶĐͲŝŶĨƵƐĞĚ^ƵƉĞƌƵƌĂďůĞd'/ƚŚĞƌŵŽƐĞƚƉŽǁĚĞƌĐŽĂƚĮŶŝƐŚƚŚĂƚƉƌŽǀŝĚĞƐƐƵƉĞƌŝŽƌƌĞƐŝƐƚĂŶĐĞƚŽĐŽƌƌŽƐŝŽŶĂŶĚ ǁĞĂƚŚĞƌŝŶŐ͘ƟŐŚƚůǇĐŽŶƚƌŽůůĞĚŵƵůƟͲƐƚĂŐĞƉƌŽĐĞƐƐĞŶƐƵƌĞƐĂŵŝŶŝŵƵŵϯŵŝůƐƚŚŝĐŬŶĞƐƐĨŽƌĂĮŶŝƐŚƚŚĂƚĐĂŶǁŝƚŚƐƚĂŶĚĞǆƚƌĞŵĞĐůŝŵĂƚĞĐŚĂŶŐĞƐǁŝƚŚŽƵƚ ĐƌĂĐŬŝŶŐŽƌƉĞĞůŝŶŐ͘ǀĂŝůĂďůĞŝŶďŽƚŚƚĞǆƚƵƌĞĚĂŶĚŶŽŶͲƚĞǆƚƵƌĞĚĮŶŝƐŚĞƐ͘ OPTICS
WƌĞĐŝƐŝŽŶͲŵŽůĚĞĚƉƌŽƉƌŝĞƚĂƌǇĂĐƌǇůŝĐůĞŶƐĞƐĂƌĞĞŶŐŝŶĞĞƌĞĚĨŽƌƐƵƉĞƌŝŽƌĂƌĞĂůŝŐŚƟŶŐĚŝƐƚƌŝďƵƟŽŶ͕ƵŶŝĨŽƌŵŝƚǇ͕ĂŶĚƉŽůĞƐƉĂĐŝŶŐ͘>ŝŐŚƚĞŶŐŝŶĞƐĂƌĞĂǀĂŝůĂďůĞ ŝŶϯϬϬϬ<͕ϰϬϬϬ<ŽƌϱϬϬϬ<;ϳϬZ/ͿĐŽŶĮŐƵƌĂƟŽŶƐ͘dŚĞͲ^ĞƌŝĞƐ^ŝǌĞϬŚĂƐǌĞƌŽƵƉůŝŐŚƚĂŶĚƋƵĂůŝĮĞƐĂƐĂEŝŐŚƫŵĞ&ƌŝĞŶĚůǇTMƉƌŽĚƵĐƚ͕ŵĞĂŶŝŶŐŝƚŝƐ ĐŽŶƐŝƐƚĞŶƚǁŝƚŚƚŚĞ>

ΠĂŶĚ'ƌĞĞŶ'ůŽďĞƐTMĐƌŝƚĞƌŝĂĨŽƌĞůŝŵŝŶĂƟŶŐǁĂƐƚĞĨƵůƵƉůŝŐŚƚ͘

>
dZ/>
>ŝŐŚƚĞŶŐŝŶĞ;ƐͿĐŽŶĮŐƵƌĂƟŽŶƐĐŽŶƐŝƐƚŽĨŚŝŐŚͲĞĸĐĂĐǇ>
ƐŵŽƵŶƚĞĚƚŽŵĞƚĂůͲĐŽƌĞĐŝƌĐƵŝƚďŽĂƌĚƐƚŽŵĂǆŝŵŝǌĞŚĞĂƚĚŝƐƐŝƉĂƟŽŶĂŶĚƉƌŽŵŽƚĞůŽŶŐůŝĨĞ;ƵƉ ƚŽ>ϴϱͬϭϬϬ͕ϬϬϬŚŽƵƌƐĂƚϮϱΣͿ͘
/E^d>>d/KE
/ŶĐůƵĚĞĚŵŽƵŶƟŶŐďůŽĐŬĂŶĚŝŶƚĞŐƌĂůĂƌŵĨĂĐŝůŝƚĂƚĞƋƵŝĐŬĂŶĚĞĂƐǇŝŶƐƚĂůůĂƟŽŶ͘^ƚĂŝŶůĞƐƐƐƚĞĞůďŽůƚƐĨĂƐƚĞŶƚŚĞŵŽƵŶƟŶŐďůŽĐŬƐĞĐƵƌĞůǇƚŽƉŽůĞƐĂŶĚǁĂůůƐ͕ ĞŶĂďůŝŶŐƚŚĞͲ^ĞƌŝĞƐ^ŝǌĞϬƚŽǁŝƚŚƐƚĂŶĚƵƉƚŽĂϯ͘Ϭ'ǀŝďƌĂƟŽŶůŽĂĚƌĂƟŶŐƉĞƌE^/ϭϯϲ͘ϯϭ͘dŚĞͲ^ĞƌŝĞƐ^ŝǌĞϬƵƟůŝǌĞƐƚŚĞ Z/^TM series pole drilling
ƉĂƩĞƌŶ;ƚĞŵƉůĂƚĞηϴͿ͘KƉƟŽŶĂůƚĞƌŵŝŶĂůďůŽĐŬĂŶĚE
DƉŚŽƚŽĐŽŶƚƌŽůƌĞĐĞƉƚĂĐůĞĂƌĞĂůƐŽĂǀĂŝůĂďůĞ͘
>/^d/E'^
h>>ŝƐƚĞĚĨŽƌǁĞƚůŽĐĂƟŽŶƐ͘ůƵŵŝŶĂŝƌĞŝƐ/WϲϱƌĂƚĞĚ͘ZĂƚĞĚĨŽƌͲϰϬΣŵŝŶŝŵƵŵĂŵďŝĞŶƚ͘h͘^͘WĂƚĞŶƚEŽ͘ϲϳϮ͕ϰϵϮ^͘/ŶƚĞƌŶĂƟŽŶĂůƉĂƚĞŶƚƉĞŶĚŝŶŐ͘ /ŶƚĞƌŶĂƟŽŶĂůĂƌŬͲ^ŬǇƐƐŽĐŝĂƟŽŶ;/Ϳ&ŝǆƚƵƌĞ^ĞĂůŽĨƉƉƌŽǀĂů;&^ͿŝƐĂǀĂŝůĂďůĞĨŽƌĂůůƉƌŽĚƵĐƚƐŽŶƚŚŝƐƉĂŐĞƵƟůŝǌŝŶŐϯϬϬϬ<ĐŽůŽƌƚĞŵƉĞƌĂƚƵƌĞŽŶůǇ͘ tZZEdz
ϱͲǇĞĂƌůŝŵŝƚĞĚǁĂƌƌĂŶƚǇ͘ŽŵƉůĞƚĞǁĂƌƌĂŶƚǇƚĞƌŵƐůŽĐĂƚĞĚĂƚ͗ǁǁǁ͘ĂĐƵŝƚǇďƌĂŶĚƐ͘ĐŽŵͬƌĞƐŽƵƌĐĞƐͬƚĞƌŵƐͲĂŶĚͲĐŽŶĚŝƟŽŶƐ WZKhd^W
/&/d/KE^
>hD/E/Z

W
ŝƌĞĐƚDŽƵŶƚʹWeight: 16 lbs (7.25 kg)
Single 2 @ 180
Ϭ͘ϵϱƐƋŌ;Ϭ͘ϬϵƐƋŵͿ ϭ͘ϵƐƋŌ;Ϭ͘ϭϴƐƋŵͿ
EŽƚĞ͗ĐƚƵĂůƉĞƌĨŽƌŵĂŶĐĞŵĂǇĚŝīĞƌĂƐĂƌĞƐƵůƚŽĨĞŶĚͲƵƐĞƌĞŶǀŝƌŽŶŵĞŶƚĂŶĚĂƉƉůŝĐĂƟŽŶ͘ůůǀĂůƵĞƐĂƌĞĚĞƐŝŐŶŽƌƚǇƉŝĐĂůǀĂůƵĞƐ͕ŵĞĂƐƵƌĞĚƵŶĚĞƌ ůĂďŽƌĂƚŽƌǇĐŽŶĚŝƟŽŶƐĂƚϮϱΣ͘^ƉĞĐŝĮĐĂƟŽŶƐƐƵďũĞĐƚƚŽĐŚĂŶŐĞǁŝƚŚŽƵƚŶŽƟĐĞ͘ /ƐŽĨŽŽƚĐĂŶĚůĞƉůŽƚƐĨŽƌƚŚĞ^yϬ>
ϰϬϭϬϬϬϰϬ<͘ŝƐƚĂŶĐĞƐĂƌĞŝŶƵŶŝƚƐŽĨŵŽƵŶƟŶŐŚĞŝŐŚƚ;Ϯϱ͛Ϳ͘Ύ&ŽƌǀŝƐƵĂůƌĞĨĞƌĞŶĐĞŽŶůǇ͖ƉůĞĂƐĞƐĞĞ^ŽůͲƉƌŽǀŝĚĞĚ/ ^&ŝůĞƐĂŶĚWŚŽƚŽŵĞƚƌŝĐƐ͘

0.5 fc

1.0 fc
Test No. LTL23164B tested in accordance with
IESNA LM-79-08.
3 2
1 0
-4
-3
-2
-1
T2M
Test No. LTL23164B tested in accordance with
IESNA LM-79-08.
3 2
1 0
-4
-3
-2
-1
T4M
Test No. LTL23271 tested in accordance with
IESNA LM-79-08.
3 2
1 0
-4
-3
-2
-1
T3M
Test No. LTL23164B tested in accordance with
IESNA LM-79-08.
3 2
1 0
-4
-3
-2
-1
LEGEND

0.1 fc 4 3 2 1 0 1 2 3 4 4 3 2 1 0 1 2 3 4 4 3 2 1 0 1 2 3 4 4 3 1 2 3 4 4 4 4 4
21 0
T5M
ĐƵŝƚǇ^yϬ
Ͳ^ĞƌŝĞƐ^ŝǌĞϬ^ŽůĂƌ>
ƌĞĂ>ƵŵŝŶĂŝƌĞ
As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 109 of 246 Sol by Sunna Design | solarlighting.com | Toll-free: 1-800-959-1329 | Worldwide: +1-772-286-9461 | [email protected] ^ƉĞĐŝĮĐĂƟŽŶƐƐƵďũĞĐƚƚŽůŽĐĂůĞŶǀŝƌŽŶŵĞŶƚĂůĐŽŶĚŝƟŽŶƐ͘
^ƉĞĐŝĮĐĂƟŽŶƐŵĂǇďĞƐƵďũĞĐƚƚŽĐŚĂŶŐĞ͘
h^ĂŶĚ/ŶƚĞƌŶĂƟŽŶĂůƉĂƚĞŶƚƐĂƉƉůǇ͘KƚŚĞƌƉĂƚĞŶƚƐƉĞŶĚŝŶŐ͘ ͞^Žů͟ůŽŐŽŝƐĂƚƌĂĚĞŵĂƌŬŽĨ^ƵŶŶĂĞƐŝŐŶ͘
ůů^ŽůƉƌŽĚƵĐƚƐĂƌĞŵĂŶƵĨĂĐƚƵƌĞĚŝŶĨĂĐŝůŝƟĞƐƚŚĂƚĂƌĞĐĞƌƟĮĞĚƚŽ/^KƋƵĂůŝƚǇƐƚĂŶĚĂƌĚƐ͘ ŽĐƵŵĞŶƚ͗^W
ͺ^K>Ͳ^ƵŶŶĂͺ^K>Ͳ'
>ͲϭϬϬͺZĞǀ

FEATURES
• 'ĞůĚĞĞƉĐǇĐůĞďĂƩĞƌǇ
• /ĚĞĂůĨŽƌƐŽůĂƌĂƉƉůŝĐĂƟŽŶƐ
• DĂŝŶƚĞŶĂŶĐĞͲĨƌĞĞ͕ƐĞĂůĞĚĐŽŶƐƚƌƵĐƟŽŶ
• Spill proof / leak proof
• ^ĐĂƐĞĂŶĚĐŽǀĞƌ
• h>ƌĞĐŽŐŶŝǌĞĚ
• ϭϬϬйƌĞĐǇĐůĂďůĞ
• 5-year warranty*
^K>Ͳ'
>ͲϭϬϬ
Sol Gel
'ĞůĞĞƉǇĐůĞ^ŽůĂƌĂƩĞƌǇ

RECYCLE
RETURN
LEAD
Pb
UL Recognized
Component
MH29024

SPECIFICATIONS
EŽŵŝŶĂůsŽůƚĂŐĞ ϭϮs
EŽŵŝŶĂůĂƉĂĐŝƚǇ ϵϱ͘ϬŚ
ZĂƚĞĚĂƉĂĐŝƚǇ;ĂƚϳϳΣ&
ͬϮϱΣͿ
ϭϬϬ͘ϬŚͬϭ͘ϬϬ;ϭϬϬŚƌ͕ϭ͘ϴϬsͬĐĞůůͿ
ϴϱ͘ϬŚͬϰ͘Ϯϱ;ϮϬŚƌ͕ϭ͘ϴϬsͬĐĞůů
EŽŵŝŶĂůKƉĞƌĂƟŶŐ
Temperature
ϳϳцϱΣ&;ϮϱцϯΣͿ
KƉĞƌĂƟŶŐdĞŵƉĞƌĂƚƵƌĞ
ZĂŶŐĞ
ŝƐĐŚĂƌŐĞ͗ͲϰΕϭϰϬΣ&;ͲϮϬΕϲϬΣͿ
ŚĂƌŐĞ͗ϯϮΕϭϮϮΣ&;ϬΕϱϬΣͿ
DĂǆŝŵƵŵŝƐĐŚĂƌŐĞ
Current
ϴϱϬ;ϱƐͿ
/ŶƚĞƌŶĂůZĞƐŝƐƚĂŶĐĞ ƉƉƌŽǆϲ͘Ϭŵɏ
ǇĐůĞhƐĞ /ŶŝƟĂůŚĂƌŐŝŶŐƵƌƌĞŶƚůĞƐƐƚŚĂŶϮϱ͘Ϭ͘
sŽůƚĂŐĞ͗ϭϰ͘ϰsΕϭϱ͘ϬsĂƚϳϳΣ&;ϮϱΣͿ
dĞŵƉ͘ŽĞĸĐŝĞŶƚͲϯϬŵsͬΣ
^ƚĂŶĚďǇhƐĞ EŽůŝŵŝƚŽŶ/ŶŝƟĂůŚĂƌŐŝŶŐƵƌƌĞŶƚ
sŽůƚĂŐĞ͗ϭϯ͘ϱsΕϭϯ͘ϴsĂƚϳϳΣ&;ϮϱΣͿ
dĞŵƉ͘ŽĞĸĐŝĞŶƚͲϮϬŵsͬΣ
^ĞůĨŝƐĐŚĂƌŐĞ ĂƩĞƌŝĞƐĐĂŶďĞƐƚŽƌĞĚĨŽƌƵƉƚŽϲŵŽŶƚŚƐ ĂƚϳϳΣ&;ϮϱΣͿďĞĨŽƌĞĂĨƌĞƐŚĞŶŝŶŐĐŚĂƌŐĞ
ŝƐƌĞƋƵŝƌĞĚ͘
ΎĂƩĞƌŝĞƐƐƚŽƌĞĚĂƚƚĞŵƉĞƌĂƚƵƌĞƐŐƌĞĂƚĞƌƚŚĂŶ
ϳϳΣ&;ϮϱΣͿǁŝůůƌĞƋƵŝƌĞĂƌĞĐŚĂƌŐĞƐŽŽŶĞƌ͘
ĞƌƟĮĐĂƟŽŶƐ h>͖
͖/
ϲϬϴϵϲͲϮϭΘϮϮ

MATERIALS AND MECHANICAL
ĂƐĞĂŶĚŽǀĞƌ ABS
Separator WsͲ^ŝKϮ
ĐƟǀĞ WďKϮнWď

ůĞĐƚƌŽůǇƚĞ >W'^ƵůĨƵƌŝĐĐŝĚ'Ğů
sĞŶƟŶŐsĂůǀĞ ZƵďďĞƌ͕ŽƉĞŶŝŶŐƉƌĞƐƐƵƌĞϴͲϮϬŬWĂ
/'ƌŽƵƉη Ϯϳ
Terminals dϲ
ĂƌƌǇŝŶŐ /ŶƚĞŐƌĂƚĞĚ&ůƵƐŚDŽƵŶƚ,ĂŶĚůĞ

DIMENSIONS
>ĞŶŐƚŚ ϭϮ͘ϬϭŝŶͬϯϬϱŵŵ
tŝĚƚŚ ϲ͘ϲϭŝŶͬϭϲϴŵŵ
,ĞŝŐŚƚ ϴ͘ϭϱŝŶͬϮϬϳŵŵ
dŽƚĂů,ĞŝŐŚƚ
;ŝŶĐůƵĚŝŶŐ
ƚĞƌŵŝŶĂůƐͿ
ϴ͘ϯϴŝŶͬϮϭϯŵŵ
tĞŝŐŚƚ ϱϵ͘ϴůďƐͬϮϲ͘ϳŬŐ
As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 110 of 246 Sol by Sunna Design | solarlighting.com | Toll-free: 1-800-959-1329 | Worldwide: +1-772-286-9461 | [email protected]

DURABLE
dŽĞŶƐƵƌĞůŽŶŐůŝĨĞ͕ƚŚĞŚŝŐŚͲĞĸĐŝĞŶĐǇƐŽůĂƌĐĞůůƐĂƌĞĞŶĐĂƉƐƵůĂƚĞĚ ďĞƚǁĞĞŶĂƐƉĞĐŝĂůƚĞŵƉĞƌĞĚ͕ůŽǁͲŝƌŽŶƐŽůĂƌŐůĂƐƐĂŶĚĂdĞĚůĂƌΠͬ ƉŽůǇĞƐƚĞƌďĂĐŬŝŶŐŵĂƚĞƌŝĂů͘dŚĞŵŽƵŶƟŶŐĨƌĂŵĞ͕ŵĂŶƵĨĂĐƚƵƌĞĚ ĨƌŽŵĂŶŽĚŝǌĞĚŵĂƌŝŶĞͲŐƌĂĚĞĂůƵŵŝŶƵŵ͕ĂůůŽǁƐƚŚĞd/ͲϭϳϬƚŽďĞ ŝŶƐƚĂůůĞĚŝŶĞǆƚƌĞŵĞĐŽŶĚŝƟŽŶƐ͘

FEATURES
d/ͲϭϳϬ
• ŽŵƉĂĐƚĂŶĚƌƵŐŐĞĚĚĞƐŝŐŶ
• WůƵŐĂŶĚƉůĂǇũƵŶĐƟŽŶďŽǆ
• >ŝŐŚƚǁĞŝŐŚƚĂŶŽĚŝǌĞĚĂůƵŵŝŶƵŵĨƌĂŵĞ
• ,ŝŐŚƚƌĂŶƐŵŝƐƐŝǀŝƚǇƚĞŵƉĞƌĞĚŐůĂƐƐ
• /ŶĚƵƐƚƌǇƐƚĂŶĚĂƌĚƋƵŝĐŬͲĐŽŶŶĞĐƚĐĂďůĞƐ
;DϰͿǁŽƌŬŝŶƐĞƌŝĞƐŽƌŝŶƉĂƌĂůůĞů
• 20-year limited power output warranty
CTI-170
ϭϳϬtĂƩWŽůǇĐƌǇƐƚĂůůŝŶĞ^ŽůĂƌWĂŶĞů
TAA

COMPLIANT

RELIABLE
^Žů͛Ɛd/ͲϭϳϬŝƐĂŚŝŐŚͲĞĸĐŝĞŶĐǇƉŽůǇĐƌǇƐƚĂůůŝŶĞƐŽůĂƌŵŽĚƵůĞƚŚĂƚ ƉƌŽǀŝĚĞƐŽƵƚƐƚĂŶĚŝŶŐƉĞƌĨŽƌŵĂŶĐĞĂŶĚĐŽƐƚͲĞīĞĐƟǀĞƐŽůĂƌƉŽǁĞƌ ĨŽƌŚŝŐŚͲĞŶĚŽīͲŐƌŝĚĂŶĚŵŽďŝůĞĂƉƉůŝĐĂƟŽŶƐ͘dŚĞŵŽĚƵůĞŝƐďƵŝůƚ ƚŽůĂƐƚĂŶĚĨĞĂƚƵƌĞƐĂϮϬͲǇĞĂƌůŝŵŝƚĞĚƉŽǁĞƌŽƵƚƉƵƚǁĂƌƌĂŶƚǇ͘ As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 111 of 246 Sol by Sunna Design | solarlighting.com | Toll-free: 1-800-959-1329 | Worldwide: +1-772-286-9461 | [email protected] ^ƉĞĐŝĮĐĂƟŽŶƐƐƵďũĞĐƚƚŽůŽĐĂůĞŶǀŝƌŽŶŵĞŶƚĂůĐŽŶĚŝƟŽŶƐ͘
^ƉĞĐŝĮĐĂƟŽŶƐŵĂǇďĞƐƵďũĞĐƚƚŽĐŚĂŶŐĞ͘
h^ĂŶĚ/ŶƚĞƌŶĂƟŽŶĂůƉĂƚĞŶƚƐĂƉƉůǇ͘KƚŚĞƌƉĂƚĞŶƚƐƉĞŶĚŝŶŐ͘ ͞^Žů͟ůŽŐŽŝƐĂƚƌĂĚĞŵĂƌŬŽĨ^ƵŶŶĂĞƐŝŐŶ͘
ůů^ŽůƉƌŽĚƵĐƚƐĂƌĞŵĂŶƵĨĂĐƚƵƌĞĚŝŶĨĂĐŝůŝƟĞƐƚŚĂƚĂƌĞĐĞƌƟĮĞĚƚŽ/^KƋƵĂůŝƚǇƐƚĂŶĚĂƌĚƐ͘ ŽĐƵŵĞŶƚ͗^W
ͺ^K>Ͳ^ƵŶŶĂͺd/ͲϭϳϬͺZĞǀ

SPECIFICATIONS
ZĂƚĞĚƉŽǁĞƌ;WŵͿ ϭϳϬt
DĂǆŝŵƵŵƉŽǁĞƌǀŽůƚĂŐĞ
;sŵƉͿ
ϭϵ͘ϲϬs
DĂǆŝŵƵŵƉŽǁĞƌĐƵƌƌĞŶƚ
;/ŵƉͿ
ϴ͘ϳϳ
KƉĞŶĐŝƌĐƵŝƚǀŽůƚĂŐĞ;sŽĐͿ Ϯϯ͘ϮϬs
^ŚŽƌƚĐŝƌĐƵŝƚĐƵƌƌĞŶƚ;/ƐĐͿ ϵ͘ϯϱ
WŽǁĞƌĐŽĞĸĐŝĞŶƚ ʹϬ͘ϰϮйͬΣ
sŽůƚĂŐĞĐŽĞĸĐŝĞŶƚ ʹϬ͘ϯϭйͬΣ
ƵƌƌĞŶƚĐŽĞĸĐŝĞŶƚ Ϭ͘ϬϯϯйͬΣ
DĂǆƉŽǁĞƌƚŽůĞƌĂŶĐĞ нͬͲϯt
ĞůůƚǇƉĞ WŽůǇĐƌǇƐƚĂůůŝŶĞ
DŽĚƵůĞĞĸĐŝĞŶĐǇ ϭϳ͘Ϭй
^ĞƌŝĞƐĨƵƐĞƌĂƟŶŐ ϭϱ
DĂǆŝŵƵŵƐǇƐƚĞŵǀŽůƚĂŐĞ ϲϬϬs
KƉĞƌĂƟŶŐƚĞŵƉĞƌĂƚƵƌĞ ͲϰϬΣƚŽϴϱΣ;ͲϰϬΣ&ƚŽϭϴϱΣ&Ϳ
tĞŝŐŚƚ ϭϭ͘ϭϲŬŐ;Ϯϰ͘ϲůďͿ
ŝŵĞŶƐŝŽŶƐ ϭϱϬϬǆϲϲϴǆϰϬŵŵ
ϱϵ͘ϭǆϮϲ͘ϯǆϭ͘ϱϳŝŶ
&ƌĂŵĞƚǇƉĞͬŵĂƚĞƌŝĂů ůĞĂƌĂŶŽĚŝǌĞĚĂůƵŵŝŶƵŵĨƌĂŵĞ
ĞƌƟĮĐĂƟŽŶƐ h>ϭϳϬϯ
WŽǁĞƌ^ƉĞĐŝĮĐĂƟŽŶƐĐĂůĐƵůĂƚĞĚĂƚ^d͗
• /ƌƌĂĚŝĂŶĐĞ͗ϭϬϬϬtͬŵϮ
• ĞůůdĞŵƉĞƌĂƚƵƌĞ͗ϳϳΣ&;ϮϱΣͿ
• ŝƌDĂƐƐ͗ϭ͘ϱ

IV CURVE PARAMETERS
&ƌŽŶƚ
ǀŝĞǁ
&ƚ
DϰWŽƐŝƟǀĞ
DϰEĞŐĂƟǀĞ
ĂĐŬǀŝĞǁ ^ŝĚĞǀŝĞǁ
CTI-170
ϭϳϬtĂƩWŽůǇĐƌǇƐƚĂůůŝŶĞ^ŽůĂƌWĂŶĞů
ĞƉĞŶĚĞŶĐĞŽŶŝƌƌĂĚŝĂŶĐĞ
ƵƌƌĞŶƚ;Ϳ
sŽůƚĂŐĞ;sͿ
ϭϬ
ϵ
8 ϳ
ϲ
ϱ
ϰ
ϯ
Ϯ
ϭ
Ϭ
Ϭ ϱ ϭϬ ϭϱ ϮϬ Ϯϱ
ϭϬϬϬtͬ
ŵϮ ϴϬϬtͬŵϮ
ϲϬϬtͬŵϮ
ϰϬϬtͬŵϮ
ϮϬϬtͬŵϮ
As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 112 of 246 8 D
C
B
A
7654321
87654321
D
C
B
A

SYSTEM DRAWING
ϵϵϬŝƐĐĂǇŶĞůǀĚ͕͘KĸĐĞϳϬϭMiami, FL 33132,USATel 1.800.959.1329

PDM MAINTAINED DATA

CHANGES SHALL BE INCORPORATED ELECTRONICALLY BY

THE DESIGN AUTHORITY

UNLESS OTHERWISE SPECIFIED

DO NOT SCALE DRAWING

THIRD ANGLE PROJECTION

PROPRIETARY
COPYRIGHT © 2020 BY
Sol by Sunna Design.

MAY BE REPRODUCED, STORED IN A RETRIEVAL

SYSTEM, OR TRANSMITTED IN ANY FORM WITHOUT

THE WRITTEN PERMISSION OF
Sol by Sunna Design.

ƐƟŵĂƚĞ/͗ WŽůĞWĂƌƚη͗

INTERPRET DIMENSIONS AND TOLERANCES
PER ASME Y14.100-2000

TOLERANCES APPLY AS SHOWN BELOW

DECIMALS
.X ±.1
.XX ±.01.XXX ±.005.XXXX ±.0005

SURF FINISH ANGLES
±1° 63
INCHES
SCALE
ϭ͗ϲϰ
F
΀^ǇƐƚĞŵ
W΁ ΀^ǇƐƚĞŵtĞŝŐŚƚ΁
E
΀ĂƩĞƌǇDŽƵŶƚ΁
C/D
΀ƌŵdǇƉĞ΁
POLE Type POLE Info 1 POLE Info 2
EverGen™ M Series
B
΀&ŝǆƚƵƌĞDŽƵŶƚ,ĞŝŐŚƚ΁
A
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tZE/E'͗KEKd/E^d>>WK>
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1ϬFT INTDIRECTA HIGH 16.0 Ft² (1.49 m² 363.1LB
**DISCLAIMER: Arm(s) will be drilled and installed on site as per customer or photometric requirements.
2-23367-3 76197
Steel Bolt
Down
Bolt Length Bolt Circle
null inch null inch
Based on
Photometric Design**
Sol by Sunna Design | solarlighting.com | Toll-free: 1-800-959-1329 | Worldwide: +1-772-286-9461 | [email protected] by Sunna Design®
US and International patents apply. Other patents pending. “Sol” logo is a trademark of Sunna Design.
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Insight
To receive Insight remote monitoring, customers must sign off on terms and conditions. $QHPDLODGGUHVVLVDOVRUHTXLUHGWRUHFHLYH,QVLJKWVHUYLFHV&RQWDFWD6ROVDOHVUHSUHVHQWDWLYHIRUGHWDLOV

PRICING
Every EverGen lighting system includes a complimentary 12-month subscription to Sol’s Insight remote monitoring platform.

Extended subscription packages are available. Contact our sales team for more information.

Receive automated
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technologists
can access your
platform’s data to
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automatic alerts when you need it.™
Insight remote monitoring allows you to view how your entire network of solar lights are performing on the ground—from the comfort of your desk.

At any time, simply log in to the Insight platform to see the status and geolocation of each light. If further diagnostics is desired, you can drill down into recent data to determine if a system was commissioned properly and if it is working as expected. And if regularly reviewing your FCUJDQCTFFQGUPŨVƒVKPVQ[QWTUEJGFWNG+PUKIJVYKNNUGPFCWVQOCVKE PQVKƒECVKQPUKHCP[U[UVGOKUEQORTQOKUGFQTPQVYQTMKPIVJGYC[KVŨU supposed to.

Sol’s Insight platform is a tool that can save your department time by removing the guesswork and by protecting your investment.

Check light status
anytime with an easyto-use, cloud-based
dashboard that includes
Google Map overlays,
battery health, faults,
and more
Provide peace of mind
with smart monitoring
that ensures the
systems’ health over
time and protects your
investment

FEATURES
As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 114 of 246 by Sunna Design® EVERGEN® SETUP APP: 4 STEPS TO GET STARTED Sol by Sunna Design | solarlighting.com | Toll-free: 1-800-959-1329 | Worldwide: +1-772-286-9461 | [email protected] Sign Up for access in the app.

Using the “Sign Up” tab, installers can enter their information WRFUHDWHDSURͤOHWRDFFHVVWKHDSS$YHULͤFDWLRQHPDLOZLOO EHVHQWWRWKHDGGUHVVXVHGIRUWKHSURͤOH2QFHWKHDFFRXQW LVYHULͤHGORJLQDQGPRYHWRVWHS
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before going on site.
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the app.

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not be compatible. Try installing
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As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 115 of 246 Sol by Sunna Design | solarlighting.com | Toll-free: 1-800-959-1329 | Worldwide: +1-772-286-9461 | [email protected] Terms and Conditions of Warranty and Other Details
Limited Warranty
By purchasing the Product, the Buyer, or the owner of the Product ("you") are agreeing to be bound by the terms of this limited warranty. The Company provides the following limited warranty coverage as applicable to the Product.

Subject to the terms and conditions of the Limited Warranty as set forth herein (the “Terms and Conditions of Warranty”), a Product shall be considered a “Deficient Product” if Buyer provides written notification of the occurrence of the following within the associated warranty period enumerated below and proves to SUNNA DESIGN’s satisfaction that the defect exists.

The Limited Warranty applies exclusively to the Buyer, and third parties will have no rights or benefits under the Limited Warranty.

The Limited Warranty is non-assignable, except upon the written consent of SUNNA DESIGN. Claims for a breach of the Limited Warranty can only be made: (i) during the relevant Limited Warranty periods as set forth above, (ii) with a proof of purchase as was issued by SUNNA DESIGN to Buyer which includes the Product purchase date and (iii) written notification of such Limited Warranty claim being given in writing within thirty (30) days of the alleged occurrence giving rise to the Limited Warranty claim to SUNNA DESIGN at the following address: 990 Biscayne Boulevard, Suite 701, Miami, 33132 Florida.

What the Warranty Covers and for How Long
x Subject to the exclusions and claim procedure set out below, the Company warrants each new lighting system to be free from defects in materials and workmanship that performs under normal use and service. The Company will, at its option and discretion, repair or replace any system or system component that is defective in materials or manufacture within a specific timeframe after purchase—the Warranty Period (the “Warranty”). Additionally, specific items within the system may have extended warranty protection as noted.
x The Company shall be entitled, at its discretion, to use new and/or reconditioned parts or products in performing warranty repair or providing a replacement Product in accordance with the Warranty Coverage. The Company also reserves the right to use parts or products of original or improved design in any repair or replacement in accordancewith the Warranty Coverage. It further reserves the right to make changes in design or improvements to its products without notice to you and without obligation to incorporate the same in any product previously manufactured. Any products or parts which are replaced shall become the property of the Company.
x If the Company repairs or replaces a Product in accordance with the Warranty Coverage, the Warranty will continueto apply and remain in effect for the balance of the Warranty Period calculated from the date you purchased the Product from the Company (the "Date of Purchase") and not the repair or replacement date. x If the Company chooses to offer a credit towards the purchase of new Product in accordance with the Warranty Coverage, then the warranty applicable to the new product shall apply. All credits must be used within 90 days of issuance from the Company towards the purchase of new Product or such credits become null and void. x Shipping the Product to the Company’s factory remains at the expense and responsibility of the Buyer. The Warranty does not cover import fees, duties, and taxes.

What the Warranty Does Not Cover
The Warranty does not provide coverage for the following which are expressly excluded from the Warranty:
x Failure due to normal wear and tear of the Product;
x Failure caused by improper user programming of Product settings through computer software supplied with orassociated with the Product;
x Failure due to accident, abuse, misuse, liquid contact, neglect, improper installation, generalized corrosion, biological infestations, or input voltages that create operating conditions beyond the maximum or minimum listed in the Company’s specifications;
x Products which have been repaired or altered other than by the Company or as authorized by its employees oragents; x Products that have their original identification (including, but not limited to, trademarks or serial numbers) markingsdefaced, altered, or removed;
x Products utilized as a component part of a product expressly warranted by another manufacturer; As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 116 of 246 Sol by Sunna Design | solarlighting.com | Toll-free: 1-800-959-1329 | Worldwide: +1-772-286-9461 | [email protected] x Operation or storage of the Product outside the specification ranges disclosed by the Company, and/or alteration or deployment of the Product other than in accordance with any published or provided user, storage, or maintenance requirements; Specifically, the warranty does not cover storage of the Product for more than 365 days, or in a location where temperatures may exceed 25°C (77°F).
x Failure that is in any way attributable to the improper use, storage, maintenance, installation, or placement of theProduct; x Failure caused by use in violation or contravention of any applicable laws, statutes, rules, regulations, and ordinancesor any applicable standard, code, or instructions for use in installations, including, but not limited to, those containedin the National Electrical Code and published by the Standards for Safety of Underwriters Laboratory, the International Electrotechnical Commission, the American National Standards Institute, and the Canadian StandardsAssociation; x Failure caused by any acts of God, including, but not limited to, earthquakes, lightning strikes, and flooding; and x Any additional costs required to repair or replace the defective Product, including, but not limited to, legislativelyimposed fees where applicable.

Restrictions and Limitations to Warranty
x The Company is not responsible for repairs, disassembly, or re-assembly of other products that are not supplied,provided, or sold by the Company.
x The Company is not liable for any losses, expenses, damages, or costs incurred by you incidental or collateral to theWarranty, including, but not limited to, shipping, retrieval, and redeployment of the Product. x This Warranty is not transferable or assignable by you and only applies to you. Upon written notice to you, theCompany may assign this Warranty. In other words, warranty claims can only be made by the company that purchased the products from the Company.
x The Company does not warrant the results obtained from the implementation of recommendations made by theCompany or its authorized distributors concerning the use, design, or application of the Product. x You assume all responsibility and liability for loss or damage resulting from your handling or use of the Product. x The onus is on you to provide evidence satisfactory to the Company that any event that may invalidate the Warrantyhas not occurred, including, but not limited to, providing evidence of specific storage, maintenance, or operational procedures to assure Product performance.
x The Company has the sole discretion in determining the validity of any Warranty claim and reserves the right to determine the cause of Product defect including examining patterns in Product usage, trends in Product failure, and to review your documentation of installation, use, maintenance, storage procedures, and test results. x The Company's liability on any claim, whether in warranty, contract, negligence, or any other legal theory, for loss,damage, or injury arising directly or indirectly from or in relation to the use of the Product shall in no event exceedthe purchase price paid by you for the Product as stated in the original invoice. x The repair or replacement of the Product or granting of credit by the Company in accordance with the Warranty Coverage shall be your sole remedy and IN NO EVENT SHALL THE COMPANY BE LIABLE FOR PUNITIVE, SPECIAL, INCIDENTAL, OR

CONSEQUENTIAL DAMAGES INCURRED BY YOU WHETHER FORSEEABLE OR NOT, INCLUDING, BUT NOT LIMITED TO, LOSS OF

PROFITS OR REVENUES, LOSS OF USE OF GOODS (EXCLUDING THE PRODUCT), LOSS OF BARGAIN, LOSS OF BUSINESS, LOSS OF OPPORTUNITY, OR LOSS OF REPUTATION.
x The Warranty set out above is the sole warranty granted by the Company with respect to the Product. No oral understanding, representations or warranties shall be of any effect and the Company makes no further warranties, express or implied, concerning the Product other than the Warranty. You, where permitted by applicable law, hereby expressly waive any statutory or implied warranties including, but not limited to, that the Product shall be merchantable, fit for a particular purpose, or durable. All other warranties, conditions, and representations are hereby cancelled and are null and void. This Warranty may only be modified or amended by written agreement signed by the Company. x This Warranty Terms shall be governed exclusively by the laws of the state of Delaware, United States excluding rules of international law that would result in the application of the laws of any other jurisdiction. The United Nations Convention on Contracts for the International Sale of Goods (1980) does not apply to this Agreement. If Buyer’s principal place of business is located within the United States, the parties hereby irrevocably attorn and submit to the exclusive jurisdiction of Delaware, United States of America in respect of all disputes arising under or in respect of this Agreement. If Buyer’s principal place of business is located outside of the United States of America, then all disputes arising out of or in respect of this Agreement shall be determined by arbitration administered by the International Centre for Dispute Resolution in accordance with its International Arbitration Rules. The number of arbitrators shall be one. The place of arbitration shall be Wilmington, Delaware, United States of America. The language of the arbitration shall be English. x To the extent that this Warranty is inconsistent with mandatory applicable laws, this Warranty shall be deemedmodified to be consistent with such mandatory applicable local laws.

As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 117 of 246 Sol by Sunna Design | solarlighting.com | Toll-free: 1-800-959-1329 | Worldwide: +1-772-286-9461 | [email protected] SUNNA DESIGN shall, at its sole option and discretion, either repair or replace with a comparable product, or give a credit to Buyer (“Remedy”). Buyer and SUNNA DESIGN acknowledge and agree that the Remedy is SUNNA DESIGN’s sole and exclusive obligation and Buyer’s sole and exclusive remedy under this Limited Warranty and with respect to the Product.

Where a Deficient Product is no longer being manufactured by SUNNA DESIGN, SUNNA DESIGN reserves the right to supply another type. Absence of SUNNA DESIGN’s receipt of written notification within the applicable warranty period in compliance with the terms and conditions set forth herein shall constitute a waiver of all claims under the Limited Warranty.

SUNNA DESIGN’s performance of a Remedy shall not cause the beginning of a new warranty period, nor otherwise extend the applicable warranty period. SUNNA DESIGN’s cumulative aggregate liability under this Limited Warranty shall not exceed the original purchase price of the Product. Buyer shall bear all costs of shipment and transportation related to the repair or replacement of Deficient Product.

EXCEPT FOR THE LIMITED WARRANTY EXPRESSLY SET FORTH HEREIN, SUNNA DESIGN MAKES NO REPRESENTATION OR

WARRANTY OF ANY KIND WHATSOEVER REGARDING THE PRODUCT AND DISCLAIMS ALL OTHER WARRANTIES, EXPRESS OR

IMPLIED, INCLUDING THE IMPLIED WARRANTIES OF MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, COURSE OF DEALING AND USAGE OF TRADE.

IN NO EVENT SHALL SUNNA DESIGN BE LIABLE FOR, AND BUYER HEREBY AGREES TO INDEMNIFY SUNNA DESIGN FROM AND AGAINST, ANY AND ALL CLAIMS AND COSTS, INCLUDING ATTORNEY’S FEES, ARISING IN ANY WAY FROM THE SALE, USE OR INABILITY TO USE THE PRODUCT, BASED ON: LOSS OF USE, REVENUE OR PROFIT; DIRECT, INDIRECT, SPECIAL, PUNITIVE, LIQUIDATED, INCIDENTAL, CONSQUENTIAL, OR ANY OTHER DAMAGE; OR INJURY TO PERSONS OR PROPERTY.

The rights, obligations and limitations contained herein are specifically negotiated as part of the agreement between the parties, and represent the specific intent to allocate risks, including those arising due to each party’s own negligence or breach, and the potential of the Limited Warranty failing of its essential purpose.

Neither the sales personnel of SUNNA DESIGN nor its distributors are authorized to make warranties or representations, whether oral or written about the Products beyond those set forth in these Warranty Terms and Conditions, and no other warranties are given to Buyer other than the Limited Warranty set forth herein. These Warranty Terms and Conditions constitute the final expression of the parties’ agreement, and it is a complete and exclusive statement of the terms of that agreement and supersedes all prior agreements, warranties, or statements regarding Products or any warranty associated with the Products. These Warranty Terms and Conditions cannot be amended, altered or modified in any way except in writing signed by an authorized officer of SUNNA DESIGN. These Warranty Terms and Conditions shall be governed by and construed in accordance with the laws of the State of Delaware without regard to principles of conflicts of laws.

As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 118 of 246 Sol by Sunna Design | solarlighting.com | Toll-free: 1-800-959-1329 | Worldwide: +1-772-286-9461 | [email protected] 10 Year Limited Warranty
The Company warrants that each new solar lighting system to have a component or system free from defects in materials and workmanship that performs under normal use and service. The Company will, at its option, repair or replace any system or system component that is defective in materials or manufacture within a specific timeframe after purchase. Warranties are a minimum of five (5) years, with specific items within the system noted below having additional warranty protection against failure. For full details regarding this warranty, review the Terms and Conditions below.

Item EverGen M Series iSSL & UP Series
Solar PV Panel Output Power 20 Years 10 Years
Mounting Hardware 10 Years 10 Years
Pole (if provided) Manufacturer’s Warranty Manufacturer’s Warranty LED Fixture Manufacturer’s Warranty 10 Years
Electronics (Charge Controller, LED Driver) 10 Years 10 Years Energy Storage Array (Battery) 5 Years/10 Years* 10 Years** * Batteries provided by the Company have a limited warranty for battery replacement (batteries must be provided by Sunna Design),based on the date of shipment, with the following pro-rated coverage:
** This warranty is applicable for products installed in the United States and Canada only. iSSL & UP systems installed in other territories benefit from a 6 Years warranty.
5 Year EverGen Battery Warranty:
x 0 to 36 months: 100% credit (user pays 0% of replacement battery price) x 37 to 48 months: 40% credit (user pays 60% of replacement battery price) x 49 to 60 months: 20% credit (user pays 80% of replacement battery price) 10 Year EverGen, iSSL & UP Series Battery Warranty:
x 0 to 84 months: 100% credit (user pays 0% of replacement battery price) x 85 to 96 months: 30% credit (user pays 70% of replacement battery price) x 97 to 108 months: 20% credit (user pays 80% of replacement battery price) x 109 to 120 months: 10% credit (user pays 90% of replacement battery price) As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 119 of 246 Page - 1 -
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G: SPECIAL PROVISIONS

CITY OF CUDAHY

TRAFFIC ENGINEERING SPECIFICATIONS
FOR

TRAFFIC SIGNAL AND SAFETY LIGHTING FACILITIES, MARKINGS, AND SIGNS PROJECT NO. STR 003
Note: The following shall replace Part 7, “Street Lighting and Traffic Signal Systems”, and Section 700, “Materials,” of the Greenbook, Standard Specifications for Public Works Construction, 2021 Edition. 1 General
The CONTRACTOR shall furnish all tools, equipment, materials, supplies and manufactured articles and shall perform all operations necessary to construct traffic signal and street lighting facilities as shown on the drawings and as specified herein.

Reference Specifications and Standard Plans

1. Standard Specifications - Except as modified herein, materials and installation shall conform to the 2023 Revised Caltrans Standard Specifications (CSS), dated July 24, 2023. All references in this section to "Standard Specifications" shall be understood to be referenced to the Caltrans Standards Specifications.

2. Standard Plans - Except as modified herein, all references in this section to "Standard Plans" shall be understood to be referenced to the 2023 Revised Caltrans Standards Plans (CSP) and subsequent errata.

3. Codes, Ordinances, and Regulations - All electrical materials and equipment furnished and installed under this section shall conform to the referenced regulations and codes specified in Section 86-1.01D, “Quality Assurance,” of the Standard Specifications, and to all other ordinances, Specifications, Standards and Regulations of the authorities having jurisdiction.
2 Description
Furnishing and installing traffic signal, signal system communication, safety lighting and sign illumination systems and payment shall conform to the provisions in Division X, “Electrical Work,” of the Standard Specifications and these Special Provisions.

Prior to the commencement of any work within public right-of-way, the CONTRACTOR shall obtain a Public R/W Excavation and Construction Permit, at no cost, from the City of Cudahy, Public Works Department.

Traffic signal, signal communication, signing and striping work is to be performed at the following intersections:

1. Atlantic Ave and Cecilia St
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3 Underground Utilities
CONTRACTOR shall call Underground Service Alert at (800) 422-4133, 48-hours before digging for location of underground utilities.

Attention is directed to all conditions of Part 4, Section 402, "Utilities," of the “GREENBOOK” Standard Specifications for Public Works Construction, latest edition.

Attention is directed to the existence of certain hazardous underground utility lines within the construction area which include (but not limited to) natural gas and electrical. It shall be the CONTRACTOR’S responsibility to "pot hole" or expose any utility facilities that need protection under direction of the utility owner(s) or Engineer.

One or more hazardous underground utility lines may necessitate the work or rearrangement to a lower elevation, by the owner(s), during construction operation. If such rearrangement work occurs, the CONTRACTOR shall allow each affected utility company ten (10) working days to rearrange its facility at any given locations.

No contractual work will be permitted over or, within 10’ horizontally of, any hazardous underground utility line to be rearranged, until such rearrangement work is completed.

Where hazardous overhead utility lines exist and rearrangement is not required, the CONTRACTOR shall arrange to meet a Utilities Representative at the job site prior to work to discuss work plan. Contractor may be directed by Utilities Representative to hire a high voltage pre-qualified third party to perform work in the vicinity of utility lines.

Additionally, the CONTRACTOR may opt, under his/her own accord, to protect or insulate said utility lines while performing work. All associated costs for this work shall be borne solely by the CONTRACTOR and included in the price paid for construction of traffic signal and safety lighting facilities and no additional compensation will be allowed. 4 Schedule of Values
Schedule of Values shall conform to the provision in Section 9-1.16B, "Schedule of Values," of the Standard Specifications, except as amended herein and in the Special Provisions.

CONTRACTOR is to submit a schedule of values within 15 days after Award of Contract.

The schedule of values must include as a minimum type, size, and installation method for:

1. Standards and Poles with Foundations

2. Conduit

3. Pull Boxes

4. Conductors and Cables

5. Signal Heads and Hardware

6. Pedestrian Signal Heads and Hardware

7. Pedestrian Push Buttons/APS

8. Loop Detectors/Video Detection System

9. Luminaires
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10. Video Image Detection System

11. Traffic Signs and Hardware

12. Markings
The fifth paragraph of Section 9-1.16B, "Schedule of Values," shall be deleted. 5 Equipment List and Drawings
Equipment list and drawings of electrical equipment and material shall conform to the provisions in Section 86-1.01C, "Submittals," of the Standard Specifications, except as amended herein and in the Special Provisions.

Replace paragraphs 1st and 2nd of Section 1.01C(1), “General,” with the following:

CONTRACTOR acknowledges and agrees that time is of the essence in the performance of work provided in the AGREEMENT. CONTRACTOR agrees that the following listed traffic signal submittals shall be delivered to CITY by CONTRACTOR on or before the fifteenth (15th) calendar day (Submittal Deadline Date) following the Notice of Award of Contract. In the event said submittals are not received by CITY on or before said Submittal Deadline Date, CONTRACTOR agrees to the deduction of one (1) working day from the number of Contract Completion Days for every day in delay of receipt by CITY of the submittals beyond the Submittal Deadline Date.

Submittal Items

1. Standard, Poles, Pedestals and Posts (Section 8)

2. Conductors, Cables, and Wiring (Section 11)

3. Vehicle LED Indications (Section 17)

4. Video Detection System (Section 19, Section 19.1)

5. Accessible Pedestrian Signal System (Section 20, Section 20.1) Upon the notification to the CONTRACTOR that the submittals are approved, the CONTRACTOR shall order materials within five (5) working days and provide proof of purchase order to the ENGINEER. No extensions of time for materials delay will be allowed without this proof.

For traffic signal equipment and material not listed above, a Certificate of Compliance with Caltrans Standard Specifications is sufficient.

The CONTRACTOR shall order the traffic signal poles on or before expiration of ten (10) working days following the Notice of Award of Contract. Proof of purchase order, including delivery date, shall be submitted to the ENGINEER. No extensions of time for materials delay will be allowed without this proof. Storage of traffic signal poles shall be the responsibly of the CONTRACTOR. Payment for transporting, storage or relocation of traffic signal poles shall be considered included in the contract bid price paid for construction of traffic signal and safety lighting facilities. No additional compensation will be allowed therefore.

After paragraph 5 of Section 1.01C(1), “General,” add the following:

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The controller cabinet schematic wiring diagram and intersection sketch shall be on 24"x36" size sheets, or larger, and shall be drawn in sufficiently large scale to be clearly readable by field technicians. Partial schematic diagrams of the basic cabinet wiring on smaller sheets will not be accepted. The CONTRACTOR shall furnish maintenance manual and operations manual for all controller units; controller cabinet auxiliary, accessory and detection equipment; and signal communication provided under this CONTRACT. The manuals shall be submitted at the time of the controller assemblies are delivered for testing, or prior to purchase, if requested so by the Engineer. Product information sheets or cut sheets shall not be acceptable for either maintenance or operation manuals.

After the last paragraph of Section 1.01C(1), “General,” add the following:

The CONTRACTOR shall submit to the Engineer "as-built" prints prior to final acceptance of the work. The "as-built" prints shall indicate in red all deviations from the contract PLANS.
6 Maintaining Existing and Temporary Electrical Systems Maintaining existing and temporary electrical systems shall conform to the provisions in Section 87-20, “Temporary Electrical Systems,” and Section 87-21, "Maintaining Existing Electrical Systems," of the Standard Specifications, except as amended herein and in the Special Provisions.

After the last paragraph of Section 87-21.01, “General,” add the following text:

Maintenance of the existing traffic signals, street lighting, signs or approved temporary replacements shall be the responsibility of the CONTRACTOR. The CONTRACTOR shall provide a twenty-four (24) hour number where any intersection problem can be reported.

He will have one (1) hour in which to respond to the maintenance call. Unless permission has been granted by the ENGINEER, the intersection shall not be left on flash more than two (2) hours. Existing streetlights shall remain in operation during construction and until the new lighting system is in operation.

All work to be done in connection with the modification of traffic signals shall be performed in such a manner that the signals shall be in continuous operation except for one (1) hour period between the hours of 8:30 AM and 3:30 PM on weekdays when they may be turned off for necessary work. Work requiring longer periods of time must be authorized by the ENGINEER. The placement of any temporary wiring necessary to maintain traffic signal operations shall provide a minimum of 18’ vertical clearance for vehicles and a minimum of 10’ over pedestrian areas. All safety regulations and precautions shall be observed in the installation work.

At those locations where the existing pole and foundation conflict and must be removed to allow for installation of the new pole and foundation, temporary signals shall be constructed.

Poles may be supported by attaching a metal base plate of sufficient size and weighted to prevent tipping. The temporary signal shall remain in operation until the new signal is placed into operation.

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Configuration of temporary signal facilities shall conform to the requirements of the MUTCD. A minimum of two (2) clearly visible signal faces shall be provided for traffic from each signalized movement, one being adjacent to the right side of the travel way. At major intersections temporary mast arm signal indications shall be required and any additional signal equipment as determined by the ENGINEER.

It is the CONTRACTORS responsibility to perform a pre-bid site survey to identify temporary signal facility requirements to maintain signal operations for the work shown on the PLANS to include costs in his/her bid
48 hours prior to any turn-on, shutdown or flashing condition of the traffic signals, the CONTRACTOR shall notify the ENGINEER of his anticipated schedule.

During the shutdown, the CONTRACTOR shall provide a minimum of two (2) standard 36” stop signs placed on each approach of the intersection to the satisfaction of the Engineer.

The CONTRACTOR shall make arrangements with the Police Department for traffic control if deemed necessary by the ENGINEER.

Existing traffic signal systems shall not be placed in proposed phasing operation until all equipment is installed and pavement markings are complete.

All signal indications, pedestrian push buttons, detectors and control equipment shall be maintained in operation except during shutdown hours as specified above.

Full compensation of maintaining existing and temporary electrical systems shall be considered as included in the price paid for construction of traffic signal and safety lighting facilities and no additional compensation will be allowed. 7 Foundations
Foundations for signal standards shall conform to the applicable provisions in Section 87-

1.03E(3), “Concrete Pads, Foundations, and Pedestals” and Section 56-3.01C(2), “Foundations”, of the Standard Specifications except as amended herein and in the Special Provisions.

Portland cement concrete shall conform to Section 90, "Concrete," of the Standard Specifications, and to Section 90-2, "Minor Concrete" where applicable. Concrete for reinforced CIDH pile foundations shall contain not less than 590 pounds of cementitious material per cubic yard.

The CONTRACTOR must notify the ENGINEER 24 hours prior to any foundation pours so test cylinders may be made. All foundations poured without the ENGINEER present shall be automatically rejected. The CONTRACTOR, at his expense, shall remove and replace rejected foundations.

Foundations shall set a minimum of seven days before posts, poles, standards, pedestals or cabinets are set.

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Where an array of underground conduits exist, the CONTRACTOR shall hand excavate said site in a careful manner so as to preserve existing conduits. Existing conduits, which are disturbed by the foundation placement, shall be rerouted. The CONTRACTOR shall not encase any existing conduits in the new foundations. If existing conduits are damaged by the CONTRACTOR, they shall be repaired or replaced as determined by the ENGINEER at the CONTRACTOR's expense.

Foundation excavations shall not be prepared and left open for more than 48 hours before concrete pour.

All unused foundations shall be removed completely and disposed, unless otherwise allowed by the Public Works Construction Services Manager to be abandoned. Abandoned foundations shall comply with Paragraph 16 of Section 56-3.01C(2), “Foundations” of the Standard Specifications.

The materials, proportioning, mixing, slump, air-entrainment, transporting and curing of concrete shall be in accordance with the provisions of Section 90, of the Standard Specifications.

Reinforcing bars and steel wire placed in concrete foundations shall be in accordance with Section 52, “Reinforcement,” of the Standard Specifications.

7.1 Anchor Bolts
Anchor bolts be threaded at both the top and bottom and shall have an anchor plate secured at the bottom in accordance with the Standard Plans. Anchor bolts; washers, and nuts intended for use in foundations for standard poles shall be fabricated from steel conforming to strength requirements of ASTM F1554, Grade 55 and in accordance with Sections 56-

3.02, and Sections 75-1.02 of the Standard Specifications. The anchor bolts; anchor bars or studs, washers, and nuts shall be fully galvanized in accordance with the requirements of their ASTM.
8 Standards
Standards, shall conform to the provisions in Section 86-1.02J, Section 87-1.03J and Section 56-3 of the Standard Specifications and Standard Plans, except as amended herein and in the Special Provisions.

It is the CONTRACTOR responsibility to ensure that all standards, poles, pedestals, and posts provided under this CONTRACT conform to the project PLANS. The CITY will not review or approve submittals useless otherwise specified on the Project PLANS or herein these specifications.

The final location of all standards, poles, pedestals shall be approved in the field by the ENGINEER. The final location of pole shall be potholed prior to excavation of foundation.

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Signal standard installation shall maintain a 3’ minimum clearance from centerline of standard to face of curb unless otherwise shown on the PLANS or directed by the ENGINEER. 4’ wide clearance for ADA walkway shall also be considered. Affected PCC walk shall be restored.

Signal standards and mast arms shall be the designed per dimensions specified in the Standard Plans, unless otherwise noted on the PLANS. Slip-fit mast arms, truss arms and tie rods shall not be used with mast arm installation.

Any pipe tenons unused, or intended specifically for future use, shall be securely capped as directed by the ENGINEER. Mast arms delivered with unneeded pipe tenons shall be rejected.

Standards shall be manufactured and installed as such that the handhole access faces the downstream direction of vehicular travel.

CONTRACTOR shall ensure each standard is delivered from the manufacturer equipped with an identification tag in strict accordance with the Section 56-3.01C(3) of the Standard Specifications and Standard Plan ES-7M.

Plumbing of the standards shall be accomplished by adjusting the nuts on the anchor bolts before the foundation mortar cap is placed. Shims or other similar devices for plumbing the standard or raking will not be permitted. After plumbing the standard, anchor bolts shall be cut off 0.250-inch above the nuts. Repair newly exposed or damaged galvanized surfaces in accordance to the provisions in Section 75-1.02B, "Galvanizing," of the Standard Specifications.

The CONTRACTOR shall furnish and install all intersection signs on standards as shown on the PLANS and per the Special Provisions to the satisfaction of the Engineer.

Payment for furnishing, installing, transporting, storage or relocation of traffic signal poles shall be considered included in the contract bid price paid for construction of traffic signal and safety lighting facilities. No additional compensation will be allowed. 9 Conduit
Conduit shall conform to the provisions of Sections 86-1.02B, "Conduit and Accessories," and 87-1.03 “Construction” of the Standard Specifications, except as amended herein and in the Special Provisions.

Traffic signal conduit shall be 2½” nominal size unless otherwise specified on the construction PLANS.

Section 87-1.03B(1), Paragraph 7, Item 4, is revised to read as follows: “4” from controller cabinet to adjacent pull box”, and Item 7 is hereby deleted.

Conduit may be either Type 1 or Type 2. Type 3 non-metallic conduit and fittings shall not be used unless specifically noted on the construction PLANS. Where allowed, all nonAs Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 126 of 246 Page - 8 -
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metallic conduit shall be rigid, extra heavy wall schedule 80 polyvinyl chloride (PVC). The conduit shall conform to the requirements set forth in the NEMA Standard Specification TC2 for electrical plastic conduit EPC-80.

Conduit termination in a pull box shall be of the same materials.

The first paragraph of Section 87-1.03B(3)b, "Conduit in Trenches," shall be deleted.

Conduit runs under some areas of A.C. pavement or dirt parkways may be installed by the trenching methods with permission of the ENGINEER. Material and compaction for backfill shall be as specified by the ENGINEER.

The CONTRACTOR shall notify the ENGINEER immediately of any foreseen necessity to use trenching methods (open cut) in any portion of the street right-of-way.

All trench, bore pit, and pilot hole excavations within paved roadways shall be backfilled and capped.

A duct sealant satisfactory to the ENGINEER shall be applied around underground conduit terminating inside the traffic controller cabinet at the point where the conduit enters the cabinet to prevent moisture intrusion.
10 Pull Boxes
Pull boxes shall conform to the provisions in Section 86-1.01C(2), "Pull Boxes"; Section 86-

1.02C, “Pull Boxes”; and Section 87-1.03C, Installation of Pull Boxes,” of the Standard Specifications, Standard Plans, except as amended herein and in the Special Provisions.

Section 86-1.01C(2), "Pull Boxes," is revised to read as follows: “CONTRACTOR to submit Certificates of Compliance for pull boxes as directed by the ENGINEER.” The Second Paragraph of Section 86-1.02C(1), “General” is revised to read as follows, and the third paragraph is hereby deleted”
“Cover marking must be on of the following:

1. “TRAFFIC SIGNAL” for a signal and safety lighting system Plastic pull boxes shall not be used.

Pull box covers/lids shall be made of lightweight polymer concrete. Pull box and cover must comply with ANSI/SCTE 77, "Specification for Underground Enclosure Integrity," for Tier 22 load rating.

The pull boxes shown on the construction PLANS are to be installed as a minimum. The CONTRACTOR may, at his own expense, install additional or large pull boxes to facilitate his work with the approval of the ENGINEER.

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Pull boxes shall be No. 6 unless noted otherwise on the construction PLANS. Pull boxes installed at locations immediately adjacent to the controller cabinet shall be No.6E unless otherwise specified by the ENGINEER.

Pull boxes shall not be installed in any part of pedestrian access ramps or driveways.

Traffic bearing pull boxes with metallic lids shall not be permitted unless otherwise shown on the construction PLANS.
11 Conductors, Cables and Wiring
Conductors, cables and wiring shall conform to the provisions in Section 86-1.02F, "Conductors and Cables," and Section 87-1.03F, "Conductors and Cable Installation," of the Standard Specifications, except as amended herein and in the Special Provisions.

Loop Detector Lead-in Cable (DLC) shall be Type B.

Inductive loop conductors shall be Type 2.

The second paragraph of Section 87-1.03F(3)(a), “General,” of the Standard Specifications is hereby deleted.

Three feet of slack shall be provided for each conductor or cable in each pull box.

Where new conductors are to be added to existing conduits, the CONTRACTOR shall:

1. Pull out existing conductors from the conduit and test the conductors for any defects per the Standards Specifications.

2. Clean the conduit per Section 87-1.03 of the Standard Specifications.

3. Replace all defective conductors with new conductors. Replacement of damaged conductors will be made by the CONTRACTOR. Compensation will be granted for the replacement of the conductors in accordance with Section 3 "Control of the Work," of the “GREENBOOK, Standard Specifications for Public works Construction, 2021 edition.

4. Pull new conductors into the conduit as a unit.

No splices shall be made in conduits, unless specified otherwise on the PLANS or by permission of the ENGINEER. Splices will be permitted only in the following types of circuits at the following locations:

1. Grounding signal light conductors in pull boxes.

2. Accessible pedestrian signal and push button conductors in a pull box.

3. Multiple lighting conductors in bases of standards or in pull boxes.

Color coding for conductors to pedestrian signals shall be black for pedestrian phases 2 and 6, orange for pedestrian phases 4 and 8, yellow for pedestrian phases 1 and 5, violet for pedestrian phases 3 and 7. A red stripe conductor is to be added for "Don't Walk" and a As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 128 of 246 Page - 10 -
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green stripe conductor for "Walk" indications.

The CONTRACTOR shall install new conductors where the PLANS designate that the existing conductors are to be “replaced”.

Unless otherwise specified or permitted by the ENGINEER there will be no looping of phase wires between poles.

The CONTRACTOR may install signal cable. However, extra work to increase the conduit size shown on the PLANS, or for installation of new additional conduits to install cable shall not be granted. A conductor cable layout shall be submitted to the ENGINEER for approval.
12 Bonding and Grounding
Bonding and Grounding shall conform to the provisions in Sections 86-1.02F(2)(c)(ii), " Bonding Jumpers and Equipment Grounding Conductors”; 86-1.02O, “Grounding Electrodes”; 87-1.03F(3)(c), “Copper Conductors”; 87-1.03J, “Standards, Poles, Pedestals, and Posts”; and 87-1.03O, “Grounding Electrodes” of the Standard Specifications, except as amended herein and in the Special Provisions.

Grounding jumper shall be attached by a 3/16-inch or larger brass bolt in the standard or pedestal and shall be run to the conduit, ground rod or bonding wire in adjacent pull box.

Bonding jumper shall be visible after the cap has been placed on foundation.

Bond and ground metal service conduit as specified in NEC and by the Cudahy Public Utilities Department or service utility owner requirements.

Bonding where non-metallic type conduits are allowed by the ENGINEER, a #6 gauge copper wire shall be run continuously in circuits used for series lighting, and a #10 copper wire shall be run continuously in all other circuits. Equipment bonding and grounding conductors are not required in conduits which contain only loop lead-in cable. 14 Testing
Testing shall conform to the provisions in Section 87-1.01D, "Quality Assurance," of the Standard Specifications, except as amended herein and in the Special Provisions, Acceptance of new or modified traffic signal will be made only after all traffic signal circuits have been thoroughly tested. Perform functional test to show that each part of the system functions as specified.

The ENGINEER/Traffic Engineer shall be notified, in writing, at least five (5) days prior to the intended "turn-on" and beginning of signal operational test.

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Turn-on of the new or modified traffic signal system to start the required five (5) day operational test shall not start on a Friday, Saturday, Sunday, holiday or any day proceeding a holiday. No exceptions will be made.

Prior to turn-on, all equipment, and wiring as shown on the PLANS, shall be installed and operable. A qualified representative of the CONTRACTOR shall be present to immediately correct any deficiencies (i.e., loop wiring, signal wiring, head adjustments, etc.) that arise subsequent to the turn-on. All louvers, hoods and signal heads must be aligned to provide proper visibility. All signs, striping and pavement markings as required on the PLANS shall be in place prior to turn-on.

The CONTRACTOR shall arrange to have a CITY signal technician to work on controller and the controller cabinet manufacturer, or his representative, present at the time the equipment is turned-on during the first day of the operational test and upon completion of the field installation.

Payment for conformance to this section shall be considered as included in the price paid for construction of traffic signal and safety lighting facilities and no additional compensation will be allowed.

16.1 Cabinet Wiring
Cabinet wiring shall conform to the provisions in Chapter 6, Section 5, "Cabinet Wiring," of the 2009 Caltrans Standard Transportation Electrical Equipment Specifications (TEES), except as amended herein and in the Special Provisions.

All wiring supplied in the cabinet is to conform to Military Specification: MIL-W-16878D, Type B, No. 22 or larger. Ribbon cables with gold connectors can be used for terminal connections. Terminal connections shall be by the use of mechanically wrapping and soldering, or the use of solderless lugs with the proper crimping tool. The rear of the load bay shall be mechanically wrapped and soldered.

A minimum of 0.125-inch of tinned (soldered) wire shall protrude from hole of feed-through lugs. All integrated circuits (IC) shall be removable. There is to be no more than three terminated wires per individual terminal post. The following control circuits available in the controller shall be brought out to terminals to facilitate utilization of additional features in the future:

All A, B, and C connectors shall be NEMA designated inputs and outputs as defined in the NEMA Standards Publication No. TS-1 for Traffic Control Systems.

D-Connector pin “g” shall be wired to Auto/Flash switch of the police panel.

Pedestrian call inputs shall be routed directly to the NEMA controller unit. There shall not be any form of pedestrian isolation card. The return circuit for the pedestrian push button shall use controller logic ground. The logic ground shall be solely used for pedestrian calls.

Field pedestrian pushbutton wires shall be wired to terminals 667-670 for pedestrian phases 2 through 8 respectively. Pedestrian return wires shall be wired to Terminals 671-672.

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Each load switch shall have three (3) terminals such that three +120 V outputs are available as outputs. The vehicular load switch position shall include a terminal for Red, Yellow and Green outputs while pedestrian load switch position shall include a terminal for Don’t Walk, Pedestrian Clearance and Walk outputs.

The terminals shall be accessible without the need to move equipment stored on the shelves around. No terminals shall be located on the side of the cabinet behind the load bay.

All equipment cables shall be routed either around the interior side of the controller cabinet or under the shelf upon which the appropriate equipment is sitting. No equipment cables will be allowed to hang across the interior of the cabinet.

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16.2.2 Cabinet Detection
Cabinet assemblies shall conform to the provisions in Chapter 5 "Specifications Detector Sensor Units, Elements and Isolators," of the 2009 Caltrans Standard Transportation Electrical Equipment Specifications (TEES), except as amended herein and in the Special Provisions.

Vehicle “call detectors” shall be two-channel, rack mounted, inductive loop type with external timing switches conforming to EDI Model #LM 602t Specifications or approved equivalent. “System detectors” shall conform to the same. The “system detectors” shall be connected in numeric order to the “D” cable, as opposed to the associated NEMA phase (i.e., “D” cable pin out #1 = “system detector” #1, etc.). Two discrete detector racks shall be provided and wired for the phase configuration as directed by the City’s Traffic Signal Systems Maintenance Services (714-765-6913).

Labels corresponding to detector loop grouping shall be provided on the face of the shelf supporting the detector sensor units. Detector racks are to be discreet wired and soldered.

Detector power supplies shall be rack-mounted. The power supply pin out configuration shall be identical to EDI Model #PS-175 (24-volt) power supply. All detector power supplies shall be interchangeable.
17 Traffic Signal Faces and Fittings
Signal faces, signal heads, and mounting framework, as shown on the PLANS, and the installation thereof, shall conform to the provisions in Section 86-1.02R and 87-1.03R, “Signal Heads” of the Standard Specifications and Standard Plans No(s). ES-4A through ES-4E, except as amended herein and in the Special Provisions.

All signal faces shall be 12-inch equipped with “tunnel” visors and louvered back plates unless shown otherwise on the construction PLANS.

Signal head sections, visors, and back plates shall be metal. Plastic materials shall not be permitted. Paragraphs 3 and 4 of Section 86-1.02R(3), “Backplates”, and Paragraph 4 of Section 86-1.02R(4) “Signal Faces” of the Standard Specifications are hereby deleted.

Replace the 5th paragraph of Section 86-1.02R(3), Backplates, with the following:
“A retroreflective strip around the perimeter of the backplate(s) face shall not be used unless otherwise specified on the plans.

For signal and lighting systems where existing backplates with reflective strips are present, reflective strips shall be required on all new backplates. The strip must be Type XI fluorescent yellow retroreflective sheeting on the Authorized Material List for signing and delineation materials.”
LED signal modules proposed for installation under this CONTRACT shall be listed on the Caltrans Authorized Material List for LED traffic signal modules at the below link:

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https://dot.ca.gov/-/media/dot-media/programs/engineering/documents/mets/led-trafficsignal-module-a11y.pdf Paragraphs 1 and 2 of Section 87-1.01D(2), “Quality Control,” of the Standard Specifications shall be deleted.

The CONTRACTOR shall submit for the necessary product deliverables for each type of (i.e., red/yellow/green indication) LED modules proposed for installation for review and approval. Product deliverables shall consist of product information, which includes the manufacturer, model number, Specifications, wattage consumption, and a Certificate of Compliance with State Specifications.

LED modules shall be hard-wired to terminal block in signal housing compartment. Screwin adapters shall not be allowed.

Programmed visibility signal sections shall not be used unless otherwise shown on the PLANS.

Signal head mountings with terminal compartments shall be used. All mountings shall be located to provide a minimum of 24-inch horizontal clearance from the edge of the signal visor or pedestrian head to the curb face. All terminal compartments shall be bronze.

Where signal heads are on the side of poles, the heads shall be mounted on the side away from the traveled roadway.

Costs for furnishing, transporting, installing vehicle signals, signal housings, LED modules, mounting assemblies and all necessary auxiliary equipment shall be considered as included in the bid price paid for construction of traffic signal and safety lighting facilities and no additional compensation will be allowed.
18 Pedestrian Signal Sections
Pedestrian signal heads and mounting equipment shall conform to the provisions in Section 86-1.02S “Pedestrian Signal Heads” and Section 87-1.03S, “Pedestrian Signal Heads”, of the Standard Specifications, except as amended herein and in the Special Provisions.

Pedestrian signal mountings and terminal compartments shall consist of “side mount pedestrian signal” (SP) type framework unless otherwise directed by the ENGINEER.

All new pedestrian indications shall be Light Emitting Diode (LED) countdown pedestrian signal face indications. Modules shall be combination filled upraised hand and walking man type. Pedestrian Signal Face (PSF) module shall be installed into a Type A pedestrian signal housing with Z-crate type front screen conforming to Standard Specifications.

LED countdown pedestrian signal face modules proposed for installation under this CONTRACT shall be listed on the Caltrans Authorized Material List for LED Countdown Pedestrian Signal Face Modules.

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https://dot.ca.gov/-/media/dot-media/programs/engineering/documents/mets/led-trafficsignal-module-a11y.pdf Pedestrian countdown timers must be compatible with new or existing Accessible Pedestrian Signal (APS) systems.

Paragraphs 1 and 2 of Section 87-1.01D(2), “Quality Control,” of the Standard Specifications shall be deleted.

The CONTRACTOR shall submit for the necessary product deliverables for the LED pedestrian signal modules proposed for installation for review and approval. Product deliverables shall consist of product information, which includes the manufacturer, model number, Specifications, wattage consumption, and a certificate of compliance with these Specifications. Any LED pedestrian signal module installed without obtaining the required approvals shall be rejected. The CONTRACTOR may also be requested to submit a copy of the factory testing documentation as deemed necessary.

Costs for furnishing, transporting, installing pedestrian signals, signal housings, pedestrian signal face modules, mounting assemblies and all necessary auxiliary equipment shall be considered as included in the bid price paid for construction of traffic signal and safety lighting facilities and no additional compensation will be allowed. 19 Detectors
Loop DLC shall be “Type B”. All detector loop wires shall be joined as specified in Section 87-1.03I, "Connectors and Terminals," of the Standard Specifications or as approved by the ENGINEER. Splices in pull boxes shall be insulated as specified in Section 86-1.02H “Splicing Materials” and Section 87-1.03H “Conductor and Cable Splices," of the Standard Specifications. Each DLC shall be tagged with a plastic or aluminum label that specifies the phase. Each loop shall be identified in the pull box as to number and lane assignment. Tags will be furnished by the CONTRACTOR.

Payment for conformance to the requirements of this section shall be considered as included in the bid price paid for construction of traffic signal and safety lighting facilities and no additional compensation will be allowed.

19.1 Video Image Detection System (VIDS)
A video vehicle detection system shall be furnished and installed at the project intersection(s), including the control unit and color video monitor, detection cameras, associated cable, software for the control unit and manuals. The video detection system shall provide the detection for the intended operations as shown on the PLANS.

All work, materials, and equipment required for installation shall comply with the requirements of Section 86 of the State of California, Standard Specifications and Standard Plans. In addition, the system shall comply with the following Specifications.

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The CONTRACTOR shall be responsible to provide all work, materials, and equipment required to install and program a fully functional video vehicle detection system. This shall include but not be limited to a control unit, color video monitor, cameras, camera mountings, and power cables and video cables.

The video vehicle detection system shall be constructed and fully operational prior to cold milling of any roadway surface or any construction activity that will damage the existing detection system. The intent is for the detection system to be utilized during the course of roadway construction/rehabilitation and signal improvement projects for vehicle detection.

This work shall include temporary mounting on existing or temporary signal equipment intended for removal. The CONTRACTOR shall relocate video detection system equipment as required to provide continuous vehicle detection during construction.

Conformance with the requirements of this section shall be considered as included in the contract bid price paid for {the item of work} or {construction of traffic signal and safety lighting facilities} and no additional compensation will be allowed.

19.1.1 General
This specification sets forth the minimum requirements for a system that detects vehicles on a roadway using only video images of vehicle, bicycle, and pedestrian traffic.

19.1.1.1 System Hardware
The video detection system (VDS) shall consist of up to four video cameras, up to two video detection processors (VDP) capable of processing up to two video sources each, one Central Control Unit (CCU), (either a 19” rack or shelf-mount form factor), input/output extension modules, video surge suppressors and a pointing device, or any combination thereof.

The VDS will be deployed at locations where site conditions and roadway geometry vary.

The VDS system may also be deployed at locations where existing cabinets or equipment exist. Existing site configurations will dictate the availability of cabinet space and VDS usage.

19.1.1.2 System Software
The system shall include software that discriminately detects the presence of individual vehicles and bicycles in a single or multiple lanes using only the video image. Detection zones shall be defined using only an embedded software application. A monitor, a keyboard and a pointing device are used to place the zones on a video image. A minimum of 32 detection zones per camera view shall be available. A separate computer shall not be required to program the detection zones. In addition to creating vehicle and bicycle zones, the system shall automatically define a pedestrian crossing area in front of the stop bar zones. The system shall provide a tracking mechanism that counts pedestrian volume moving within this crossing area, and also determine the average, maximum, and minimum speed of pedestrians moving within this crossing zone. The system shall also provide discrete outputs when pedestrians are in the crosswalk during normal crossing phases and As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 135 of 246 Page - 17 -
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when a red phase input has been detected. The system shall also provide a visual indication on the video image that a pedestrian is in the crosswalk.

The VDS shall be made in the U.S.A. in compliance with FTA “Buy America” regulations.

19.1.2 VDS Hardware

19.1.2.1 Video Detection Processor (VDP) System Interfaces The VDP shall be a single-rack detector card width, and provide provision for up to two sensors per VDP. It may be possible for the VDPs to be embedded in the shelf-mount CCU to provide a single cabinet interface. The following interfaces shall be provided on each video detection processor:

19.1.2.1.1 Video Input
Each VDP will be supplied with video from the VDS Camera Sensor via Ethernet cables plugged into the front of the Central Control Unit. The interface connectors shall be RJ-45 type.

19.1.2.1.2 Video Lock LED
A LED indicator shall be provided to indicate the presence of the video signal. The LED shall illuminate upon valid video synchronization and turn off when the presence of a valid video signal is removed.

19.1.2.1.3 Contact Closure Output
Open collector (contact closure) outputs shall be provided. Four (4) open collector outputs shall be provided for the Video Detection Processor rack-mount configuration.

Additionally, the VDS shall allow the use of extension modules to provide up to 32 open collector contact closures per camera input. Each open collector output shall be capable of sinking 30mA at 24VDC. Open collector outputs will be used for vehicle detection indicators as well as discrete outputs for alarm conditions. The VDP outputs shall be compatible with industry standard detector racks assignments.

19.1.2.1.4 Logic Inputs
Logic inputs such as delay/extend or delay inhibit shall be supported through the appropriate detector rack connector pin or front panel connector in the case of the I/O module. For VDPs and extension modules, 4 inputs shall be supported via detector rack interface. The I/O module shall accommodate eight (8) inputs through a 15-pin “D” connector.

19.1.2.1.5 Detection LEDs
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Detection status LEDs shall be provided on the front panel. The LEDs shall illuminate when a contact closure output occurs. Rack-mounted video processors shall have a minimum of four (4) LEDs. Rack-mounted extension modules shall have two (2), four (4) or eight (8) LEDs (depending upon extension module type) to indicate detection.

19.1.2.1.6 Test Switches
The front panel of the VDP shall have detector test switches to allow the user to manually place vehicle and bicycle calls on each VDP output channel. The test switch shall be able to place a momentary call.

19.1.2.2.2 - Both the VDP and EM shall be specifically designed to mount in a standard detector rack, using the edge connector to obtain power, provide contact closure outputs and accept logic inputs (e.g. delay/extend). No adapters shall be required to mount the VDP or EM in a standard detector rack and no rack rewiring shall not be required.

19.1.2.2.3 - VDP printed circuit boards (PCBs) shall be conformally coated in accordance with Caltrans and NEMA specifications.

19.1.2.2.4 On-board Memory
The VDP shall utilize non-volatile memory technology to store on-board firmware and operational data.

19.1.2.2.5 Firmware Upgrade
The CCU shall enable the loading of modified or enhanced software through either the Ethernet or front-panel USB port (using a USB thumb drive) and without removing or modifying the CCU hardware. The upgrade will affect both the CCU and VDP hardware when connected into a single system.

19.1.2.2.6 VDP and EM Power
The VDP and EM shall be powered by 12 or 24 volts DC. VDP and EM modules shall automatically compensate for either 12 or 24 VDC operation. VDP power consumption shall not exceed 7.5 watts. The EM power consumption shall not exceed 3 watts.

19.1.2.2.7 Operating Temperature
The VDS shall operate satisfactorily in a temperature range from -30° F to +165° F (-34° C to +74° C) and a humidity range from 0%RH to 95%RH, non-condensing as set forth in NEMA specifications.

19.1.3 VDS CCU
The VDS Central Control Unit (CCU) shall be supplied by the VDS manufacturer.

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19.1.3.1 Hardware
The CCU shall be supplied in three separate form factors. Users may choose one form factor for use within their controller cabinet system:

1. Standard One (1) Rack Unit (1U) 19” rack format. There shall be brackets to allow the CCU to be mounted under shelves where a 19” frame is not available.

2. Shelf-Mount format; TS1 version. The CCU shall be able to stand up on available shelfspace within the cabinet. All connections shall be made from the front of the CCU, including connections to separate DPs located within the cabinet.

3. Shelf-Mount format; TS2 version. The CCU shall be able to stand up on available shelfspace within the cabinet. All connections shall be made from the front of the CCU, and no external DPs will be required.

19.1.3.2 CCU Power
The 19” Rack-mount CCU shall be powered from an 110V or 230V, 50Hz or 60Hz supply.

CCU power consumption shall not exceed 20 Watts.

The shelf-mount format CCU shall be powered from a 48V DC power supply. CCU power consumption shall not exceed 150 Watts.

19.1.3.3 Operating Temperature
The VDS shall operate satisfactorily in a temperature range from -30° F to +165° F (-34° C to +74° C) and a humidity range from 0%RH to 95%RH, non-condensing as set forth in NEMA specifications.

19.1.3.4 On-board Memory
The CCU shall utilize non-volatile memory technology to store on-board firmware and operational data.

19.1.3.5 Video Surge Suppression
The CCU shall incorporate video surge suppression for each video input. The CCU shall be appropriately grounded to the cabinet ground rod using 14 AWG (2.5mm2 ) minimum.

19.1.3.6 Power Surge Suppression
The CCU shall incorporate power surge suppression both on the input power and on the power supplied to the cameras. The CCU shall be appropriately grounded to the cabinet ground rod using 14 AWG (2.5mm2
) minimum.

19.1.3.7 Power Management
The CCU shall incorporate power management for the various parts of the VDS such that if fault conditions are detected the power supply will safely shut down the power to that peripheral.

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19.1.3.8 Interfaces

19.1.3.8.1 Extension Modules
Extension modules (EM) shall be available to eliminate the need of rewiring the detector rack, by enabling the user to plug an extension module into the appropriate slot in the detector rack to provide additional open collector outputs. The EM shall be available in both 2- and 4-channel configurations. EM configurations shall be programmable from the CCU. A separate I/O module shall also be available having 32 outputs through a 37-pin “D” connector on the front panel and 8 inputs through a 15-pin “D” connector using an external wire harness for expanded flexibility.

19.1.3.8.2 - The CCU shall provide four ports for connection to VDS camera sensors. The connector shall be an RJ-45 type.

19.1.3.8.3 - The CCU shall provide four ports for connection to VDPs. The connector shall be an RJ-45 type. These connectors will not be required for the Shelf-Mount TS2 version CCU.

19.1.3.8.4 - The CCU shall provide 2 USB ‘A’ ports on the front panel of the rack mount CCU unit. These ports can be utilized for various functions. For example, keyboard and mouse functions during system configuration, USB storage devices can be utilized for bin data and video collection. The USB ports shall not require special mouse software drivers.

The USB ports shall be used as part of system setup and configuration

19.1.3.8.5 - The CCU shall provide an output to a monitor. The port shall be HDMI. The native resolution of the monitor port shall be 1024 x 768.

19.1.3.8.6 Communications
An Ethernet communications port shall be provided on the front panel. The Ethernet port shall be compliant with IEEE 802.3 and shall use a RJ-45 type connector mounted on the front panel of the CCU. The Ethernet communications interface shall allow the user to remotely configure the system and/or to extract calculated vehicle/roadway information.

The interface protocol shall be documented or interface software shall be provided. Each VDS shall have the capability to be IP addressable. The VDP shall support data rates of up to100Mbps.

19.1.3.8.7 - The CCU shall provide an SDLC connection to the Traffic Controller. The connector shall be a ‘D-15’ type, in compliance with NEMA TS-2 specifications.

19.1.3.8.8 - The CCU shall provide an indicator when the SDLC port is active.

19.1.3.8.9 - The CCU shall provide an indicator when the unit has power.

19.1.3.8.10 - The CCU shall provide an indicator when the unit is on line.

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19.1.3.8.11 - The CCU shall provide a Wi-Fi connection. The connection shall be over a standard 2.4GHz connection. The Wi-Fi connection shall be enabled and disabled by a switch on the CCU. The CCU shall provide an indicator when the Wi-Fi connection is active.

19.1.3.8.12 - The CCU shall provide a connection for a removable antenna. The antenna connection shall be a SMA Male type.

19.1.3.8.13 - The CCU shall provide system status via an on-board Organic Light Emitting Diode display. The display shall indicate various system parameters, such as camera health and VDP health, firmware version and camera air temperature. The display will be enabled with a switch on the CCU. The display will automatically disable 15 minutes after the button is pressed.

19.1.4 VDS Camera Sensor
The VDS camera sensor shall be supplied by the VDS manufacturer.

19.1.4.1 - The VDS camera sensor shall utilize a single shielded CAT5E or CAT6 cable for power and video. Cable termination at the camera shall not require crimping or special tools. The cable termination shall only require a standard wire stripper and a screw driver.

No connectors (e.g. BNC) shall be allowed.

An optional RJ45 direct connector shall be made available if a user chooses to connect the sensor cable with RJ45 connections at the sensor.

19.1.4.2 - The camera sensor shall allow the user to set the focus and field of view via the VDS software. Camera sensor control from the controller cabinet shall communicate over a single Cat5e or CAT6 cable. No additional wires shall be required.

19.1.4.3 - The camera shall produce a useable video image of the features of vehicles under all roadway lighting conditions, regardless of time of day. The minimum range of scene luminance over which the camera shall produce a useable video image shall be the minimum range from nighttime to daytime, but not less than the range 0.003 lux to 10,000 lux.

19.1.4.4 - The camera electronics shall include automatic gain control (AGC) to produce a satisfactory image at night for the VDS algorithms.

19.1.4.5 - The imager luminance signal to noise ratio (S/N) shall be more than 50 dB with the automatic gain control (AGC) disabled.

19.1.4.6 - The imager shall employ three dimensional dynamic noise reduction (3D-DNR) to remove unwanted image noise.

19.1.4.7 - The camera imager shall employ wide dynamic range (WDR) technology to compensate for wide dynamic outdoor lighting conditions. The dynamic range shall be greater than 100 dB.

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19.1.4.8 - The camera shall be digital signal processor (DSP) based and shall use a CCD sensing element and shall output color video with resolution of not less than 540 TV lines.

The color CCD imager shall have a minimum effective area of 811(h) x 508(v) pixels.

19.1.4.9 - The camera shall include an electronic shutter control based upon average scene luminance and shall be equipped with an auto-iris lens that operates in tandem with the electronic shutter. The electronic shutter shall operate between the range of 1/60th to 1/90,000th second.

19.1.4.10 - The camera shall utilize automatic white balance.

19.1.4.11 - The camera shall include a variable focal length lens with variable focus that can be adjusted, without opening up the camera housing, to suit the site geometry by means of a portable interface device designed for that purpose and manufactured by the detection system supplier.

19.1.4.12 - The horizontal field of view shall be adjustable from 4.5 to 48 degrees. This camera configuration may be used for the majority of detection approaches in order to minimize the setup time and spares required by the user. The lens shall be a 12x zoom lens with a focal length of 3.5mm to 35mm. The sensor lens should yield a rectilinear image.

19.1.4.13 - The lens shall also have an auto-focus feature with a manual override to facilitate ease of setup.

19.1.4.14 - The camera shall incorporate the use of preset positioning that store zoom and focus positioning information. The camera shall have the capability to recall the previously stored preset upon application of power.

19.1.4.15 - The camera shall be housed in a weather-tight sealed enclosure. The housing shall allow the camera to be rotated to allow proper alignment between the camera and the traveled road surface.

19.1.4.16 - The camera enclosure shall be equipped with a sunshield. The sunshield shall include a provision for water diversion to prevent water from flowing in the camera's field of view. The camera enclosure with sunshield shall be less than 3.5" (89mm) diameter, less than 5.25" (133mm) long, and shall weigh less than 2.5 pounds (1.14kg) when the camera and lens are mounted inside the enclosure.

19.1.4.17 - The enclosure shall be designed so that the pan, tilt and rotation of the camera assembly can be accomplished independently without affecting the other settings.

19.1.4.18 Camera Lens

19.1.4.18.1 - The camera enclosure shall include a proportionally controlled Indium Tin Oxide (ITO) lens coating for the heating element of the front glass that maximizes heat transfer to the lens. The output power of the heater shall vary with temperature, to assure proper operation of the lens functions at low temperatures and prevent moisture As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 141 of 246 Page - 23 -
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condensation on the optical faceplate of the enclosure. The transparent coating shall not impact the visual acuity and shall be optically clear.

19.1.4.18.2 - The glass face on the front of the enclosure shall have an anti-reflective coating to minimize light and image reflections.

19.1.4.18.3 - The glass face on the front of the enclosure will include a Titanium Dioxide shelf cleaning coating

19.1.4.19 - When mounted outdoors in the enclosure, the camera shall operate satisfactorily in a temperature range from -30° F to +140° F (-34 °C to +60 °C) and a humidity range from 0% RH to 100% RH. Measurement of satisfactory video shall be based upon VDP system operation.

19.1.4.20 - The camera shall be powered by 48VDC. Power consumption shall be 5 watts typical and 16 watts or less under worst conditions.

19.1.4.21 - Recommended camera placement height shall be 33 feet (or 10 meters) above the roadway, and over the traveled way on which vehicles are to be detected. For optimum detection the camera should be centered above the traveled roadway. The camera shall view approaching vehicles at a distance not to exceed 350 feet (107 meters) for reliable detection (height to distance ratio of 10:100). Camera placement and field of view (FOV) shall be unobstructed and as noted in the installation documentation provided by the supplier.

19.1.4.22 - The video signal shall be fully isolated from the camera enclosure.

19.1.4.23 - Cable terminations at the camera for video and power shall not require crimping tools.

19.1.4.24 - A weather-proof protective cover shall be provided shall be provided to protect all terminations at the camera. No special tooling shall be required to remove or install the protective cap.

19.1.5 VDS Software

19.1.5.1 General System Functions

19.1.5.1.1 - Detection zones shall be programmed via an embedded application displayed on a video monitor and a keyboard and a pointing device connected to the CCU. The menu shall facilitate placement of detection zones and setting of zone parameters or to configure system parameters. A separate computer shall not be required for programming detection zones or to view system operation. All programming function shall occur on live video images, no snapshots or still images are allowed.

19.1.5.1.2 - The VDS software shall store up to five completely independent detection zone patterns in non-volatile memory. The VDS can switch to any one of the three different detection patterns within 1 second of user request via menu selection with the pointing device. Each configuration As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 142 of 246 Page - 24 -
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shall be uniquely labeled and able to be edited by the user for identification. The currently active configuration indicator shall be displayed on the monitor.

19.1.5.1.3 - The VDS shall detect vehicles and bicycles in real time as they travel across each detection zone.

19.1.5.1.4 - The VDP shall automatically define a pedestrian crossing area, and track pedestrians in real-time as they travel across this pedestrian crossing area in both directions. The VDP shall count pedestrians moving left-to-right, and right-to-left. The VDP shall measure the speed of pedestrians moving left-to-right, and right-to-left, and provide the minimum, maximum, and average speed of the pedestrians per the bin interval. These values shall be displayed on-screen for both directions, and an option shall be provided to the user to turn this on-screen display on or off. This data will be stored in local memory for later retrieval via a remote device. The data will be stored at the Bin Interval set in the system.

19.1.5.1.5 - The VDP shall provide a discrete output when pedestrians are being tracked in the crosswalk. A separate output may be assigned to each direction of pedestrian travel.

19.1.5.1.6 - The VDP shall provide a discrete output when pedestrians are crossing against a red phase. The VDP shall allow up to 4 phase inputs to be assigned to each crosswalk.

19.1.5.1.7 - The VDS shall accept new detection patterns from an external computer through the Ethernet port when the external computer uses the correct communications protocol for downloading detection patterns. A Windows™-based software designed for local or remote connection and providing video capture, real-time detection indication and detection zone modification capability shall be provided with the system.

19.1.5.1.8 - The VDS shall have the capability to automatically switch to any one of the stored configurations based on the time of day which shall be programmable by the user.

19.1.5.1.9 - The VDS shall send its detection patterns to an external computer through the Ethernet port when requested when the external computer uses the appropriate communications protocol for uploading detection patterns.

19.1.5.1.10 - The VDS shall default to a safe condition, such as a constant call on each active detection channel, in the event of unacceptable interference or loss of the video signal.

19.1.5.1.11 - The VDS shall be capable of automatically detecting a low-visibility condition such as fog and respond by placing all affected detection zones in a constant call mode. A user-selected alarm output shall be active during the low-visibility condition that can be used to modify the controller operation if connected to the appropriate controller input modifier(s). The system shall automatically revert to normal detection mode when the low-visibility condition no longer exists. An On-Screen Icon will be displayed while the system is in this mode.

19.1.5.1.12 - Up to 32 detection zones per camera input shall be supported and each detection zone must be user-sizeable to suit the site and the desired vehicle detection region.

19.1.5.1.13 - The VDS shall provide up to 32 open collector output channels per camera input using one or more extension modules.

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19.1.5.1.14 - The VDS shall provide a discrete output when pedestrians are being tracked in the crosswalk. Separate outputs may be assigned for pedestrians moving Left to Right and those moving Right to Left for each camera.

19.1.5.1.15 - The VDS shall provide a discrete output when pedestrians are crossing against a red phase. The VDS shall allow up to 4 phase inputs to be assigned to each crosswalk.

19.1.5.1.16 - A single detection zone shall be able to replace multiple inductive loops and the detection zones shall be OR'ed as the default or may instead be AND'ed together to indicate vehicle presence on a single approach of traffic movement.

19.1.5.1.17 - When a vehicle is detected within a detection zone, a visual indication of the detection shall activate on the video overlay display to confirm the detection of the vehicle for the zone.

19.1.5.1.18 - Detection shall be at least 98% accurate in good weather conditions, with slight degradation possible under adverse weather conditions (e.g. rain, snow, or fog) which reduce visibility. Detection accuracy is dependent upon site geometry, camera placement, camera quality and detection zone location, and these accuracy levels do not include allowances for occlusion or poor video due to camera location or quality.

19.1.5.1.19 - The VDS shall provide dynamic zone reconfiguration (DZR). DZR sustains normal operation of existing detection zones when one zone is being added or modified during the setup process. The new zone configuration shall not go into effect until the configuration is saved by the operator.

19.1.5.1.20 - Detection zone setup shall not require site specific information such as latitude and longitude to be entered into the system.

19.1.5.1.21 - The VDS shall process the video input from each camera at 30 frames per second.

Multiple camera processors shall process all video inputs simultaneously.

19.1.5.1.22 - The VDS shall output a constant call during the background learning period of no longer than 3 minutes.

19.1.5.1.23 - Detection zone outputs shall be individually configurable to allow the selection of presence, pulse, extend, and delay outputs. Timing parameters of pulse, extend, and delay outputs shall be user definable between 0.1 to 25.0 seconds.

19.1.5.1.24 - Up to eight detection zones per camera view shall have the capability to count the number of vehicles detected. The count value shall be internally stored for later retrieval through the Ethernet port. The zone shall also have the capability to set a delay before the vehicle is counted.

Timing parameters shall be user definable between 0.1 to 25.0 seconds.

19.1.5.1.25 - The system shall provide an automatic count function per lane for each movement of vehicles, which includes through moving, right, and left turning vehicles. Once standard detection zones have been configured the system will determine the path of vehicles and begin to track them.

The data shall also have the capability to be stored at 15 minutes intervals. The current count will be displayed on the video image. The current count display may be disabled by the user.

19.1.5.1.26 - In addition, any valid detector output may be assigned to the automatic count.

For each count the associated detector output will be pulsed for 100mS.

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19.1.5.1.27 - The VDS shall have an “advance” zone type where raw detection output duration to the traffic controller is compensated for angular occlusion and distance.

19.1.5.1.28 - The VDS shall automatically count Red-Light Running vehicles. The data will be recorded by lane and stored in 15 minute bin intervals. An optional channel output may be configured for each vehicle lane that is triggered when a red-light runner is detected.

19.1.5.1.39 - The VDS shall employ color overlays on the video output.

19.1.5.1.30 - The VDS shall have the ability to show controller phase status (green, yellow, or red) for up to 8 phases. These indications shall also be color coded.

19.1.5.1.31 - The user shall have the ability to enable or disable the display of the phase information on the video output.

19.1.5.1.32 - The VDS shall have the capability to change the characteristics of a detection zone based on external inputs such as signal phase. Each detection zone shall be able to switch from one zone type (i.e. presence, extension, pulse, etc.) to another zone type based on the signal state. For example, a zone may be a “count” zone when the phase is green but change to a “presence” zone type when the phase is not green. Another application would be zone type of “extension” when the signal phase is green and then “delay” when red.

19.1.5.1.33 - The VDS software shall aid the user in drawing additional detection zones by automatically drawing and placing zones at appropriate locations with only a single click of the mouse. The additional zone shall utilize geometric extrapolation of the parent zone when creating the child zone. The process shall also automatically accommodate lane marking angles and zone overlaps.

19.1.5.1.34 - When the user wishes to modify the location of a zone, the VDS software shall allow the user move a single zone, multiple zones or all zones simultaneously.

19.1.5.1.35 - When the user wishes to modify the geometric shape of the zone, the VDS software shall allow the user to change the shape by moving the zone corner or zone sides.

19.1.5.1.36 - On screen zone identifiers shall be modifiable by the user. The user shall be allowed to select channel output assignments, zone type, input status, zone labels or zone numbers to be the identifier.

19.1.5.1.37 - The VDS shall have the capability to show pedestrian activity in the crosswalk through a visual indication on the video output.

19.1.5.1.38 - The VDS software shall support bicycle type zones where the zone can differentiate between motorized vehicles and bicycles, producing a call for one but not the other.

19.1.5.1.39 - Bicycle zone types shall only output when a bicycle is detected. Larger motorized vehicles such as cars and trucks that traverse a bicycle zone shall not provide an output.

19.1.5.1.40 - The VDS software shall provide the ability to assign a separate output channel for bicycle zones to allow traffic controllers to implement special bicycle timing.

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19.1.5.1.41 - Placement of bicycle type zones in vehicle lanes shall be allowed.

19.1.5.1.42 - Upon detection of a bicycle, the video output overlay shall indicate active detection as well as providing a unique bicycle detection identifier to visually distinguish bicycle detection versus vehicle detection.

19.1.5.1.43 - Up to six bicycle detection zones per camera view shall have the capability to count the number of bicycles detected in addition to their normal detection function. The count value shall be internally stored for later retrieval through the Ethernet port.

19.1.5.1.44 Automatic Traffic Volume Graph
The On-Screen Display shall include an Automatic Traffic Volume graph. This graph will display estimated Vehicles Per Hour (VPH) per movement for each camera view. The graph will display a rolling 24 hour period of VPH.

19.1.5.1.45 Occupancy Graph
The On-Screen Display shall include an Occupancy Graph. This graph will display estimated approach occupancy for each camera view. The graph will display a rolling 24 hour period of Occupancy.

19.1.5.2 User Interfaces
This section sets forth the minimum requirements for the VDS to provide a single point interface to remote and local users. The VDS shall also have the capability to stream up to eight simultaneous video streams over an Ethernet interface.

19.1.5.2.1 - The user interface shall provide capabilities to enable multiple rack-mounted video detection processors to be locally and remotely accessed from a single point via an Ethernet connection.

19.1.5.2.2 - The device shall allow the operator to view four videos simultaneously or any one video by controls embedded in the VDS.

19.1.5.2.3 - Local user access to video detection programming shall be limited to the detection processor unit that is currently being displayed on the monitor.

19.1.5.2.4 - All local programming and setup parameters for the video detection processor shall be user accessible through the interface unit without requiring the user to swap user interface cables between video detection processors.

19.1.5.2.5 - Remote access to the device shall be through the built-in Ethernet port via access software running on a Microsoft Windows based personal computer.

19.1.5.2.6 - A Windows OS remote access firmware shall also be available for remote setup and diagnostics of the interface unit.

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19.1.5.2.7 - The VDS shall support streaming video technology using H.264 standards to allow the user to monitor video detection imagery over the Ethernet interface. Motion JPEG streaming video shall not be allowed.

19.1.5.2.8 - The interface unit shall allow eight independent streams, one from each video processor, to be transported via Ethernet to four independent streaming video players simultaneously in D1 resolution.

19.1.5.2.9 - The interface shall allow the user to select the resolution of the displayed streamed video.

19.1.5.2.10 - The interface unit shall support the streaming and display of eight concurrent streams in D1 resolution.

19.1.5.2.11 - The VDS shall allow the user to manage the unit’s Ethernet bandwidth usage by allowing the user to select high, medium or low resolution.

19.1.5.2.12 - The interface shall allow the user to change the unit’s Ethernet network settings of IP address, subnet mask and default gateway.

19.1.5.2.13 - The VDS shall allow the user to upload new application firmware through the use of the interface, remotely or on-site.

19.1.5.2.14 - A Windows OS based application will be provided to remotely view video streams from the VDS.

19.1.5.2.15 - An iOS and Android based application shall be available to remotely access each configured VDS on the agency’s network. This application shall allow the user to choose between any number of pre-configured intersection locations. Using the iOS or Android device, the application will allow the user to view live video from any camera at that intersection, including vehicle and bicycle detections in real-time. The application will also allow the user to view individual intersection data, including turning movement counts and occupancy. The application will show each data set in time periods of day, week, or month, and have the capability of turning on or off right, left, and thru movement data for turning movement count data. The application will also allow the user to view current system diagnostic data, including the following, but not limited to; individual camera glare and low contrast information, system low contrast, constant call, alarm, reboots, logins, and menu access information.

19.1.5.3 Data API
This section sets forth the minimum requirements for the VDS to provide data to remote systems via an API call.

19.1.5.3.1 - The system shall provide zone status at a 100mS refresh rate. All programmed zones will be part of the data.

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19.1.5.3.2 - The system shall provide channel status at a 100mS refresh rate. All programmed channels will be part of the data.

19.1.5.3.3 - The system shall provide aggregated count data at a 1 minute refresh rate. All count type, both manual and automatic, will be part of the data.

19.1.5.4 Fusion
Where a MSDS Multi-Sensor is utilized the system shall use data from both the video and radar sensors to determine if a vehicle is present.

19.1.6 SDLC Functionality
This section sets forth the minimum requirements for a full-function BIU and integrated video detection communication. The VDS shall provide outputs to the controller of vehicle calls from video processors that reside within the detector rack.

19.1.6.1 Functional Capabilities
The VDS shall have the capability of monitoring phase information and passing that information and other system data such as “time” from the controller to video detection processor modules. The VDP shall also accept data from video processor modules and relay the information to the controller. The unit shall provide a maximum of 64 detector outputs to the controller via the SDLC interface.

19.1.6.2 Requirements
The module shall be in compliance with the following industry specifications:
x Transportation Electrical Equipment Specifications (TEES), August 16, 2002 (or latest edition), California Department of Transportation
x NEMA Standard Publication TS 1-1989 (or latest edition), Traffic Control Systems, National Electrical Manufacturers Association
x NEMA Standard Publication TS 2-2003, Traffic Controller Assemblies With NTCIP Requirements, Version 02.06 (or latest edition), National Electrical Manufacturers Association

19.1.6.3 Data Interfaces
The VDS shall have two data interfaces:
x The interface to the controller shall be accomplished by the use of the TS-2 SDLC port and protocol in accordance with the TS-2 specifications. The module shall be able to be configured to respond to BIU addresses 8, 9, 10 and 11 or a combination thereof.
x The interface to communicate with card rack video detection processors shall be manufacturer specific.

19.1.6.4 SDLC Communication Indicators
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One LED indicator shall be provided for the TS-2 SDLC interface. The indicator shall be used to inform the user of any communication activity on the SDLC port.

19.1.7 Installation

19.1.7.1 - The cable to be used between the camera and the CCU in the traffic cabinet shall be Cat5e or Cat6, shielded, direct burial. This cable shall be suitable for installation in conduit or overhead with appropriate span wire. Shielded RJ-45 connectors shall be used where applicable. The Cat5e or Cat6 cable, RJ-45 connector, stripping and crimping tool shall be approved by the supplier of the video detection system, and the manufacturer's instructions must be followed to ensure proper connection.

19.1.7.2 - The cabling between the Traffic Cabinet Interface (CCU) and the Sensor Head shall allow distances of up to 1000’.

19.1.7.3 - The cabling between the Traffic Cabinet Interface (CCU) and Sensor Head shall be a continuous run and shall not include the use of power injectors, signal boosters or repeaters between the two devices.

19.1.7.4 - The video detection camera shall be installed by factory-certified installers as recommended by the supplier and documented in installation materials provided by the supplier. Proof of factory certification shall be provided.

19.1.8 Warranty

19.1.8.1 - The supplier shall provide a limited three-year warranty on the video detection system.

19.1.8.2 - During the warranty period, technical support shall be available from the supplier via telephone within 4 hours of the time a call is made by a user, and this support shall be available from factory-certified personnel or factory-certified installers.

19.1.8.3 - During the warranty period, updates to VDP software shall be available from the supplier without charge.

19.1.9 Maintenance and Support

19.1.9.1 - The supplier shall maintain an adequate inventory of parts to support maintenance and repair of the video detection system. These parts shall be available for delivery within 30 days of placement of an acceptable order at the supplier's then current pricing and terms of sale for said parts.

19.1.9.2 - The supplier shall maintain an ongoing program of technical support for the video detection system. This technical support shall be available via telephone, or via personnel sent to the installation site upon placement of an acceptable order at the supplier's then current pricing and terms of sale for on site technical support services.

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19.1.9.3 - Installation or training support shall be provided by a factory-authorized representative and shall be a minimum IMSA-Level II Traffic Signal Technician certified.

19.1.9.4 - All product documentation shall be written in the English language.

19.1.10 Compatibility

19.1.10.1 VantageLive!

19.1.10.2 Vantage Care
20 Pedestrian Push Buttons
Pedestrian push buttons shall conform to the provisions in Section 86-1.02U and Section 87-

1.03U, "Push Button Assemblies," of the Standard Specifications, except as amended herein and in the Special Provisions.

Use Type "B" pedestrian push button assembly unless otherwise specified on the PLANS or in the Specifications. A Type B pedestrian push button assembly may be substituted with an Accessible Pedestrian Signal pedestrian push button assembly enclosure as specified in following section “Accessible Pedestrian Signal”. Type C assembly shall not be used.

Push button assemblies shall be equipped with R10-3 sign unless otherwise shown on the plans.

The plunger/actuator surface shall have a minimum diameter of 2 inches. The entire push button housing shall be porcelain-enameled metal.

The pedestrian push button color must match the finish of the other existing buttons at the intersection. The body of the Accessible Pedestrian Signal pedestrian push button station housing must match color no. 33538 of FED-STD-595. The color of the button housing backplate must match color no. 17038, 27038, or 37038 of FED-STD-595.

Installation of an Accessible Pedestrian Signal (APS) system shall be included as part of the push button improvements where shown on the PLANS. The APS system consists of electronic control equipment, mounting hardware, pushbuttons, and signage to provide accessible walk indication. Functionalities include audible speech message, pushbutton locator tones, tactile arrow, vibrotactile indications, tactile map of the crosswalk, and pushbutton information message.

Payment for furnishing and installing or relocating pedestrian push buttons and APS, and shall be considered as included in the bid price paid for construction of traffic signal and safety lighting facilities and no additional compensation will be allowed.

20.1 Accessible Pedestrian Signals
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This work includes furnishing and installing a complete accessible pedestrian signal (APS) system at all project intersections unless otherwise shown on the PLANS. All work and materials shall comply with Section 86-1.02T and Section 87-1.03T “Accessible Pedestrian Signals,” of the Standard Specifications, the Transportation Electrical Equipment Specifications (TEES), and the California MUTCD.

The third paragraph of Section 86-1.02T, "No part of the accessible pedestrian signal must be installed inside the controller cabinet. Power for the accessible pedestrian signal must be from the pedestrian signal housing terminal block," shall be deleted.

CONTRACTOR is responsible for configuring and enabling the APS functions as directed on the PLANS, unless otherwise directed by the ENGINEER. Proposed APS functions are to be enabled and thoroughly tested at each location to the satisfaction of the ENGINEER.

The APS system shall be installed complete with all APS features and functions available to the CITY for implementation. Upon completion of the APS installation, if no APS function is specified to be enabled on the PLANS, the system will be enabled with vibrotactile and audible speech features as directed by ENGINEER and as determined by the CITY TRAFFIC ENGINEER.

Definitions
APS: As defined in the California MUTCD.

Accessible walk indication: Activated audible and vibrotactile action during the walk interval.

Ambient sound: Background sound level in dB at a given location.

Ambient sound sensing microphone: Microphone that measures the ambient sound level in dB and automatically adjusts the APS speaker's volume, accordingly.

APS Pedestrian Push Button (APS PPB) assembly: Assembly that connects a pedestrian push button to an APS electronic device to actuate the components of the APS.

Audible speech walk message: Audible prerecorded message that communicates to pedestrians which street has the walk interval.

Programming mechanism: Device to program the APS operation.

Push button information message: Audible prerecorded message actuated when the push button is pressed and the walk interval is not timing.

Push button locator tone: As defined in the California MUTCD.

Vibrotactile pedestrian device: As defined in the California MUTCD.

Submittals
CONTRACTOR shall submit APS product data and specifications for review and approval.

Submittal must consist of product data, which includes the manufacturer, model number, specifications and a certificate of compliance with these Specifications. Any APS installed without obtaining the required approvals will be cause for rejection. The CONTRACTOR may also be requested to submit a copy of the manufacturer test documentation as deemed As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 151 of 246 Page - 33 -
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necessary.

Test sample unit submittals to METS specified in Paragraphs 1 and 2 of Section 87-

1.01D(2), “Quality Control,” of the Standard Specifications shall not be required.

Additionally, the CONTRACTOR shall submit the proposed APS System and pushbutton station hardware for review and approval by the City of Cudahy.

Arrangements for scheduling the delivery of the APS equipment can be made by contacting Traffic Signal Maintenance Operations at (323) 773-5134 Ext. 259. Where applicable, the APS equipment, copies of the APS product data, wiring diagram and the below referenced manuals should accompany the controller cabinet at time of cabinet testing as delineated in accordance with Section 16, “Controller Cabinet”, of these Special Provisions.

Submit five (5) APS user and operator manuals for each project intersection. Manuals must include a master item index that describes the purpose of each manual and brief description to the directory. The index must include an overall description of the APS and its associated equipment and cables with illustrative block diagrams; manufacturer contact information, technical data specification, parts list, part descriptions, and settings. The manuals must include fault diagnostic and repair procedures and procedures for preventative maintenance in order to maintain APS performance parameters.

Submit a record of completed field tests, APS final configuration, audible sound levels and threshold, and a list of all parameter settings.

Quality Control and Assurance
The APS must be compatible with the Model 2070L/2070LN controller assembly.

Power to the APS must be connected the manufacturers’ requirements and specifications.

Manufacturers’ APS product must have successfully participated in a State monitored quality assurance testing program. Submitted product must have been representative of production unit. All functional and dimensional parameters of these Specifications were tested on the APSs. All Noncompliant materials rejected.

Functional Testing
Field tests must be completed twice, when traffic is noisy (e.g. peak traffic hours) and when traffic is quiet (e.g. off peak hours). Notify the Engineer fifteen (15) days before testing the APS. Field tests shall include all APS functionalities including audible speech message, pushbutton locator tones, tactile arrow, vibrotactile indications, tactile map of the crosswalk, and pushbutton information message, etc.

Warranty
Provide a 2-year manufacturer replacement warranty for the APS effective from the date of installation against any defects or failures. All warranty documentation must be submitted to the Engineer before installation.

Replacement parts must be provided within ten (10) days after receipt of the failed part at no cost to the CITY and must be delivered to the CITY .

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Materials
The APS PPB assembly must include:

1. PPB actuator with a minimum diameter of 2 inches. The PPB must be rainproof and shockproof in any weather condition. If a mechanical switch is used, the switch must have:

1.1. Operating force of 3.5 lbs

1.2. Maximum pretravel of 5/64 inch

1.3. Minimum overtravel of 1/32 inch

1.4. Differential travel from 0.002 to 0.04 inches

2. Vibrotactile device on the push button or on the arrow.

3. Enclosure with an ambient sound level sensing microphone and weatherproof speaker.

A Type B PPB assembly may be substituted with an APS PPB assembly enclosure, but must be less than 7 lb, be less than 16"x6"x5", and fit the standard. Maximum diameter of the hole for passage of wiring must not exceed 1.125". Attachment to the pole must be with 2 screws of diameter from 1/4 to 3/8 inch suitable for use in tapped holes. Clear space between any 2 holes in the post must be at least twice the diameter of the larger hole.

The APS PPB housing body color must match the color no. 33538 of FED-STD-595.

Housing backplate must match color no. 17038, 27038, or 37038 of FED-STD-595.

The APS speakers and electronic equipment must be installed inside the APS PPB assembly enclosure. Speakers must not interfere with the PPB or its mounting hardware. Speaker grills must be located on the APS PPB assembly enclosure.

Nine No. 20 conductor cable complying with MIL-W-16878D must be used between the APS PPB assembly and the pedestrian signal head. Wiring must comply with Section 13.02 of ITE publication, Equipment and Material Standards, Chapter 2, "Vehicle Traffic Control Signal Heads" and NEC, rated for service at +105°C.

Electronic switches, a potentiometer, or a handheld device must be used to control and program the volume level and the messaging for the APS. Programming mechanism must be submitted to the Engineer upon successful APS installation.

The APS must:

1. Include a provision to enable and disable the APS operation.

2. Have a failsafe operation. In the event of APS failure, the pedestrian push buttons, when pressed, must activate the pedestrian WALK signal timing.

3. Provide information using:

3.1. Audible speech walk message plays when the PPB is pressed. The message must include the name of the street to be crossed associated with that push button. An example of the message is: “Atlantic Ave walk sign is on to cross Cecilia St." The message must be repeated for the duration of the "walk" interval. The APS must include at least five sound options to be played during the "walk" interval. The Engineer may field select the "walk" sound option. The message must be activated As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 153 of 246 Page - 35 -
Revised 9/4/24
for use from the beginning of the "walk" interval. The message must have a percussive tone consisting of multiple frequencies with a dominant component of 880Hz. If the tone is selected as the "message" it must repeat 8 to 10 ticks per second.

3.2. Push button information message provides the name of the street to be crossed associated with that push button. The message must play when the PPB is pressed.

An example of the message is: "Wait to cross Atlantic Ave at Cecilia St. Wait."

3.3. Push button locator tone that clicks or beeps. The locator tone must come from the PPB and repeat at 1 tone per second interval. Each tone has a maximum duration of

0.15 second. The locator tone volume must adjust in response to ambient sound and be audible up to 12 feet from the push button or to the building line, whichever is less.

Construction
CONTRACTOR shall arrange, at his expense, to have a manufacturer's representative qualified to work on APS present whenever the equipment is installed, modified, connected, and reconnected. The APS must not interfere with traffic signal controller assembly, the signal installation on signal standards, the pedestrian signal heads, or the terminal compartment blocks. The APS electronic control equipment must reside inside the controller cabinet and capable of Ethernet access over fiber optic communication network.

Wireless connections between push button assembly and controller cabinet in lieu of conductors shall not be allowed. All push button assemblies shall be wired to control equipment residing in the controller cabinet.

CONTRACTOR is responsible for the compatibility of the components and for making the necessary calibration adjustment to deliver the performance specified. This includes providing the necessary equipment and hardware required to install, set up, calibrate, and verify the performance of the APS.

Training
Provide a minimum of 8 hours of training by a certified manufacturer's representative for up to 6 City Traffic System Maintenance Operations staff members or other representatives selected by the Engineer. The content of the training must include instruction on how to install, program, adjust, calibrate, and maintain the APS.

Instruction materials and equipment for the training must be provided. CONTRACTOR shall notify the Engineer fifteen (15) days before the anticipated training. The time and location of the training must be agreed upon by CONTRACTOR, manufacturer's representative and the Engineer. If no agreement can be reached, the Engineer will determine the time and location.

Measurement and Payment
Full compensation for furnishing, installing, transporting, training and associated materials of accessible pedestrian signals shall be considered as included in the bid price paid for construction of traffic signal and safety lighting facilities and no additional compensation will be allowed.

As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 154 of 246 Page - 36 -
Revised 9/4/24
21 Luminaires
Luminaires for traffic signal safety lighting shall conform to the provisions in Section 86-

1.02K, "LED Luminaires," of the Standard Specifications and current City of Cudahy Public Works Department, except as amended herein and in the Special Provisions.

Paragraphs 1 and 2 of Section 87-1.01D(2), “Quality Control,” of the Standard Specifications shall be deleted.

The Luminaires to be installed shall be Light Emitting Diode (LED) type, 120/240V equivalent to 200 Watt, ±18,000 delivered Lumens, extra-wide asymmetric distribution and Correlated Color Temperature (CCT) of 3000K. All LED luminaires for installation under this contract shall be approved by the Public Utilities Representative. Contact Utilities Representative at 714-765-4122 for submittal requirements. Any luminaire installed without prior approval shall be rejected.

Luminaires shall be furnished with light engine, refractor or lens, housing and all appurtenances as a complete unit. The luminaire shall provide true ninety-degree (90°) cutoff with no light emitting above the 90° horizontal. The lower edge of the luminaire housing shall extend below the light source and all glassware. The provided lens shall be clear and impact resistant. Glare shields external to the luminaries will not be accepted.

The luminaire optical assembly shall be a sealed chamber in accordance with the Standard Specification to prevent contamination from infiltration of gaseous and particular matter.

Provide Type V photoelectric control for luminaires.

The lamp socket shall be factory preset to produce an IES Type III Medium light distribution. Maximum brightness measurements must comply with the provisions of paragraph 14 of the Standard Specifications. The optical assembly door shall be designed to prevent the door from swinging free of the hinge pins when opened.

For CITY “street lighting” facilities, luminaires and appurtenances shall conform to latest revisions of the City of Cudahy’s Electrical Specifications for Street Lighting Systems unless otherwise specified in the CONTRACT documents.
23 Photoelectric Controls
Photoelectric controls shall conform to the provisions in Sections 86-1.02M and 87-1.03M, "Photoelectric Controls," of the Standard Specifications, except as amended herein and in the Special Provisions.

The photoelectric controls for luminaires shall be Type V. 24 Removing, Reinstalling, or Salvaging Electrical
All work under this section shall conform to the provisions in Section 87-21, "Existing Electrical Systems," of the Standard Specifications, except as amended herein and in the As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 155 of 246 Page - 37 -
Revised 9/4/24
Special Provisions.

The following materials or equipment designated for salvage in the construction PLANS, or as specified by the ENGINEER, will be removed or salvaged under this contract:
1) Video Detection System
2) Type 19 Standard
3) Vehicle Signal Head
All salvaged materials or equipment shall be delivered to the City’s Traffic Signal Maintenance Storage Facility (XX, CA) or the Utilities Maintenance Facility or Offices as directed by the Engineer. All other materials and equipment identified for removal, and not to be reused, shall become the property of the CONTRACTOR and disposed of in a timely manner.

Payment for salvaging, removing, reinstalling and disposing of electrical equipment shall be deemed to be included in the contract price bid for construction of traffic signal and safety lighting facilities and no additional compensation will be allowed. 25 Payment
Payment shall conform to the provisions in Section 9, "Payment," of the Standard Specifications, except as amended herein and in the Special Provisions.

The lump sum contract bid price for each intersection traffic signal improvement shall include such items as traffic control, maintaining existing electrical systems, and signal interconnect facilities necessary to complete the project.

As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 156 of 246 Page - 38 -
Revised 9/4/24
26 Signs and Markers
82-1 GENERAL
82-1.01 GENERAL
Section 82-1 includes general specifications for fabricating and installing sign panels and markers and constructing roadside signs.

Signs and markers must comply with the California MUTCD, California Sign Specifications, and the FHWA publication Standard Highway Signs and Markings. For the California Sign Specifications, go to the Department's Traffic Operations website.
82-1.02 MATERIALS Not
Used
82-1.03 CONSTRUCTION Not
Used
82-1.04 PAYMENT
Not Used
82-2 SIGN PANELS
82-2.01 GENERAL
82-2.01A Summary
Section 82-2 includes specifications for furnishing sign panels.

Furnishing sign panels includes fabricating and installing sign panels. 82-2.01B Definitions background:

Dominant sign color.
legend: Letters, numerals, tildes, bars, arrows, route shields, symbols, logos, borders, artwork, and miscellaneous characters that are intended to convey specific meanings on traffic signs. 82-2.01C Submittals
Submit a certificate of compliance for:

1. Aluminum sheeting

2. Retroreflective sheeting

3. Color imaging methods and film

4. Protective-overlay film
Upon request, submit test samples of sign panels and materials at various stages of production. The samples must be at least 12 by 12 inches and include the background material and legend.

At least 15 days before starting sign fabrication, submit at least 3 copies of your QC plan for sign panels. The QC plan must include:

1. Contact information for the person responsible for sign QC

2. Acceptance criteria for incoming raw materials at the fabrication plant

3. Type, method, and frequency of QC testing at the fabrication plant

4. Types and brand names of retroreflective sheeting

5. List of the retroreflective sheeting manufacturer's approved process colors, protective overlay film, and black nonreflective film, including the manufacturer's name and product name for each item

6. Manufacturer's installation and splicing instructions for the retroreflective sheeting

7. Manufacturer's instructions for cleaning each product As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 157 of 246 Page - 39 -
Revised 9/4/24

8. Method of packaging, transporting, and storing signs 82-2.01D Quality Assurance
The Department may inspect signs at the fabrication plant or the job site. The Department rejects formed panel signs with holes that are slanted or incorrectly spaced. The Engineer will reject damaged signs, defective signs, and signs with spelling errors before or after installation.

The Department rejects a laminated panel if a 0.010-inch-thick by 1/2-inch-wide feeler gauge can be inserted to a depth of more than 1/2 inch between the extruded aluminum frame and the aluminum sheeting.

If instrumental testing under ASTM D4956 is disputed, the Engineer's visual inspection will determine the color of the retroreflective sheeting, screened process colors, and film. 82-2.02 MATERIALS
82-2.02A General
A sign panel must be produced at a fabrication plant.

The sign must be imprinted with the following information:

1. Phrase Property of the State of California

2. Sign fabricator's name

3. Month and year of fabrication

4. Type of retroreflective sheeting

5. Sheeting manufacturer's identification and lot number for the retroreflective sheeting The sign information must:

1. Be imprinted in 1/4-inch upper-case letters and numerals on the back, lower right of each sign panel such that it will not be blocked by a sign post or mounting frame

2. Be imprinted at the fabrication plant by die-stamping on aluminum panels or by an equivalent method for fiberglass-reinforced plastic signs, such as affixing a die-stamped aluminum tag

3. Not be painted, screened, inked, or engraved

4. Be imprinted such that it does not damage the face of the sign For a sign composed of multiple panels, the legend must be placed across joints such that it does not affect the size, shape, spacing, and appearance of the legend on the assembled sign.

For a formed panel sign, the retroreflective sheeting for the background and legend must be wrapped around the interior vertical edges of each panel.

A sign with a protective-overlay film must be marked at the fabrication plant with a 3/8-inch-diameter dot. The dot must be placed on the lower border of the sign before applying the protective-overlay film.

The fabricator determines the application method and exact location of the dot except the dot must not be placed on the legend or near bolt holes. The dot must be black if placed on a white border and white if placed on a black border.

The exposed portion of the mounting hardware on the sign face, including rivets used to attach sheeting to framing members, must have a factory- or field-applied finish that closely matches the color of the background and legend of the sign face.

The face of a fabricated sign must be uniform, flat, smooth, and free from defects, scratches, chips, wrinkles, gel, hard spots, streaks, extrusion marks, and air bubbles. The front, back, and edges of sign panels must not have bends, router chatter marks, burns, sharp edges, loose rivets, delaminated skins, excessive adhesive over-spray, or aluminum marks.

As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 158 of 246 Page - 40 -
Revised 9/4/24
Protect, transport, and store sign panels fabricated with screened-process colors under the retroreflective sheeting manufacturer's instructions.

Transport sign panels such that the faces of the panels are protected from damage and weather. Ship panels on pallets, in crates, or in tier racks. Ship panels vertically on edge, not stacked horizontally.

Place padding and protective materials between the panels as necessary. Keep panels dry during transit.

Do not store sign panels directly on the ground. Keep sign panels dry at all times and store the panels:

1. In a dry environment

2. On edge vertically whether indoors or outdoors

3. In enclosed, climate-controlled trailers or containers in areas of high heat and humidity

4. Indoors whenever the panels will be stored more than 30 days 82-2.02B Aluminum Sheeting
A sign panel must be fabricated from aluminum sheeting of an alloy and temper complying with ASTM B209.

The aluminum sheeting must be pretreated for corrosion resistance as specified in ASTM B449. The surface of the sheeting must be cleaned, deoxidized, and coated with a light, tightly-adherent chromate conversion coating free from powdery residue. The conversion coating must be Class 2 with a weight from 10 to 35 mg/sq ft and an average weight of 25 mg/sq ft. After the cleaning and coating process, the aluminum sheeting must be protected from exposure to grease, oils, dust, and contaminants.

The aluminum sheeting must be free from buckles, warps, dents, cockles, burrs, and other defects resulting from fabrication.

The base plate for standard route markers must be die cut. 82-2.02C Retroreflective Sheeting
Retroreflective sheeting used for the background and legend must comply with ASTM D4956-13 and must be on the Authorized Material List for signing and delineation materials.

Retroreflective sheeting must be Type XI, except for white background signs, it must be Type VIII or IX.

Warning sign plaques and panels must be retroreflective fluorescent orange or fluorescent yellow background.

Type VIII, IX, and XI retroreflective sheeting must have Class 1, 3, or 4 adhesive backing. Adhesive backing must be pressure sensitive and fungus resistant.

Retroreflective sheeting must be applied to sign panels at the fabrication plant under the retroreflective sheeting manufacturer's instructions without appreciable stretching, tearing, or other damage.

Orientation of the legend must comply with the retroreflective sheeting manufacturer's instructions.

Retroreflective sheeting on a sign panel with a minor dimension of 48 inches or less must be a single, contiguous sheet without splices except for the splices produced during the manufacture of the retroreflective sheeting. Sign panel with a minor dimension greater than 48 inches may have 1 horizontal splice in the retroreflective sheeting other than the splices produced during the manufacture of the retroreflective sheeting.

Unless the retroreflective sheeting manufacturer's instructions require a different method, splices in the retroreflective sheeting must overlap by at least 1 inch. The retroreflective sheeting on either side of a splice must not exhibit a color difference under incident and reflected light. 82-2.02D Color Imaging Methods and Film
The material used for color imaging methods, film, and protective-overlay must be recommended by the retroreflective sheeting manufacturer.

Colored retroreflective sheeting must be used for the background.

As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 159 of 246 Page - 41 -
Revised 9/4/24
Signs with green, red, blue, or brown backgrounds may use reverse-screened-process color on white retroreflective sheeting for the background color. The coefficient of retroreflection must be at least 70 percent of the coefficient of retroreflection specified in ASTM D4956 for the corresponding color of retroreflective sheeting.

The sign must have outdoor weatherability characteristics equivalent to those specified for the corresponding color of retroreflective sheeting in ASTM D4956. 82-2.02E Single-Sheet Aluminum Panels
The aluminum sheeting for framed and unframed panels must be aluminum alloy 6061-T6 or 5052-H38.

A single-sheet aluminum panel must not have a vertical splice in the aluminum sheeting. A panel with a depth greater than 48 inches may have 1 horizontal splice in the sheeting.

For a framed panel, the framing members must be aluminum channel or rectangular aluminum tubing.

The lengths of the framing members must be within ±1/8 inch of the lengths shown.

Aluminum channels or rectangular aluminum tubing must be welded together using the inert gasshielded arc welding process and E4043 aluminum-electrode filler wires. The filler diameter must be equal to the wall thickness of the smallest welded channel or tubing.

The aluminum sheeting must be attached to the frame with 3/16-inch-diameter rivets. The rivets must be placed at least 1/2 inch from the web channel edges. The rivets must be made of aluminum alloy 5052 and be anodized or treated with a conversion coating to prevent corrosion.

A fabricated single-sheet, aluminum panel must be within ±1/8 inch of the dimensions shown. The panel must be flat to within ±1/32 in/ft of the panel dimensions as measured by a straightedge placed in any direction across the plane of the panel.
82-2.03 CONSTRUCTION
82-2.03A General
Deliver sign panels to the job site with the background and legend permanently affixed to the panels.

Do not chip or bend sign panels.

Immediately replace sign panels exhibiting damage or flaws, including a significant color difference between daytime and nighttime.

Obtain authorization before repairing sign panels at the job site.

Use the following hardware to mount the type of sign panel shown:

1. Lag screws, nuts, bolts, and washers for roadside signs

2. Braces and wood block spacers for roadside signs

3. Type A-1 and Type A-2 mounting hardware for overhead laminated-panel signs 4. Type A-3 mounting hardware for overhead formed-panel signs
82-2.03B Laminated Panels
For laminated multiple-panel signs, place an H-section closure extrusion in the top channel of the lower panel before mounting the upper panel. When mounted, the bottom channel of the adjoining upper panel must fit together to enclose the H-section closure extrusion for the full length of the panel without gaps. 82-2.04 PAYMENT
The payment quantity for furnishing any type of sign panel is the area determined from the dimensions shown.
82-6–82-8 RESERVED
As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 160 of 246 Page - 42 -
Revised 9/4/24
84 Markings
84-1 GENERAL
84-1.01 GENERAL
Section 84-1 includes general specifications for applying and constructing markings.

Markings must comply with the CA MUTCD.
84-1.02 MATERIALS
Not Used
84-1.03 CONSTRUCTION
Not Used
84-1.04 PAYMENT
Not Used
As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 161 of 246

TITLE SHEET

CITY OF CUDAHY

PUBLIC WORKS DEPARTMENT - ENGINEERING DIVISION

VICINITY MAP

LOCATION MAP

NEW CURB & GUTTER
EXIST. SEWER LINEEXIST. TRAFFIC LOOP ELECT. LINE
EXIST. STORM DRAIN LINEEXIST. WATER LINEEXIST. GAS LINEEXIST. TEL. LINEEXIST. TRAFFIC SIGNAL ELECT. LINE EXIST. STREET LIGHT ELECT. LINE
EXIST. EDISON LINE

EXIST SEWER MANHOLE

EXIST STORM DRAIN MANHOLE

EXIST CURB & GUTTER

EXIST TELEPHONE MANHOLEEXIST WATER WALESTREET LIGHTEXIST WATER METEREXIST SCE ELECTRICAL VAULTEXIST ELECTRICAL VAULTEXIST ELECTRICAL MANHOLE

1. ALL WORK SHALL CONFORM IN ACCORDANCE TO THE STANDARD SPECIFICATIONS FOR PUBLIC

WORKS CONSTRUCTION (SSPWC), LATEST EDITION, CALIFORNIA MANUAL ON UNIFORM TRAFFIC

CONTROL DEVICES (CA MUTCD), CALTRANS STANDARD SPECIFICATIONS, CALTRAN STANDARDS,

STANDARD PLANS FOR PUBLIC WORK CONSTRUCTION, THE GENERAL PROVISIONS AND SPECIAL PROVISIONS AND STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, CURRENTEDITION.

2. PRIOR TO BEGINNING OF ANY WORK, THE CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CITY OF CUDAHY.

3. ALL WORK COVERED BY THIS PLAN SHALL BE INSPECTED BY THE CITY ENGINEER. REQUEST FOR INSPECTION SHALL BE MADE A MINIMUM OF 48 HOURS ADVANCED NOTICE AT PHONE NO. (323) 773 5143.

4. THE CONTRACTOR SHALL CALL UNDERGROUND SERVICE ALERT (U.S.A.) 48 HOURS PRIOR TO THE START OF WORK. UPON EXPOSING ANY UTILITY'S UNDERGROUND FACILITY, THE CONTRACTOR SHALL NOTIFY UTILITY IMMEDIATELY.

5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL UTILITIES OF EVERY NATURE,

WHETHER SHOWN HEREON OR NOT, TO PROTECT THEM FROM DAMAGE WITHIN THE ALIGNMENT OF THE PROPOSED IMPROVEMENTS. THE CONTRACTOR SHALL BEAR THE TOTAL EXPENSE OF REPAIR ORREPLACEMENT OF UTILITIES DAMAGED BY OPERATIONS IN CONNECTION WITH THE PROSECUTION IF THE WORK.

6. THE CONTRACTOR SHALL PROTECT AND RESTORE EXISTING UTILITIES AND IMPROVEMENTS AS PER SECTION 402 - UTILITIES OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.

7. THE CONTRACTOR IS ADVISED THAT, UNLESS NOTED OTHERWISE IN THE CONTRACT DOCUMENTS OR INSTRUCTED BY THE ENGINEER, ALL MATERIALS REMOVED UNDER CLEARING AND GRUBBING SHALLBECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED DISPOSED FROM THE JOBSITE.

8. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE FOR PUBLIC SAFETY AND CONVENIENCE AND SECURE THE PROJECT AS WELL AS ADJOINING PROPERTIES DURING THE DURATION OF PROJECT.

9. THE CONTRACTOR SHALL ADJUST MANHOLE FRAME AND COVER AND VALVE COVER TO FINISH GRADE.

10. THE CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN FOR THE COMPLETION OF THE PROPOSED

IMPROVEMENTS PER CA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) TO THE SATISFACTION OF THE ENGINEER. A MINIMUM OF ONE LANE OF TRAFFIC SHALL BE MAINTAINED AT ALL TIME.

11. AS REQUIRED BY THE ENGINEER, THE CONTRACTOR SHALL FURNISH AND OPERATE A SELF-LOADING MOTOR

SWEEPER WITH SPRAY NOZZLES AT LEAST TWICE EACH WORKING DAY TO KEEP PAVED AREAS ACCEPTABLY CLEAN WHEREVER CONSTRUCTION, INCLUDING RESTORATION INS INCOMPLETE.

12. THE CONTRACTOR SHALL VERIFY THE EXACT LIMITS AND LOCATION OF SAW CUTTING TO REMOVE AND REPLACE EXISTING PCC WALK, CURB & GUTTER AND AC PAVEMENT.

13. ALL EXISTING PORTLAND CEMENT CONCRETE (P.C.C.) AND ASPHALT CONCRETE PAVEMENT TO BE REMOVED SHALL BE SAWCUT, FULL DEPTH, TO A TRUE LINE WHERE NEW CONCRETE PAVEMENT IS TO JOIN.

14. ALL EXCAVATION SHALL BE BACKFILLED AT THE END OF EACH WORKING DAY AND ROAD OPEN TO VEHICULAR TRAFFIC UNLESS APPROVED BY THE ENGINEER.

15. THE FOLLOWING IS A LIST OF THE UTILITY COMPANIES AND THEIR CONTACTS:

JESSICA RUBIO (626) 201-0256

SOUTHERN CALIFORNIA EDISON
CHAN PAEK (213) 244-3325
SOUTHERN CALIFORNIA GAS COMPANY (747) 242-7466 (MOBILE)STEVE FEAR (626) 430-3338 CHARTER COMMUNICATIONCOUNTY SEWER MAINTENANCE DISTRICT (626) 300-3399 ARTHUR MCCULLOUTH (310) 638-1161

COUNTY SANITATION DISTRICT
RYAN ROCHE (323) 560-1601
TRACT 349 MUTUAL WATER CO
BRYANT LOWE (724) 416-2196

CROWN CASTLE

GENERAL NOTES

CITYWIDE COMPLETE STREET IMPROVEMENTS

PATATA ST
S. ATLANTIC AVE
PROJECT NO.: STR-003

FLORENCE AVE

LOS ANGELES RIVER
PREPARED BY:
13367 BENSON AVE.

CHINO, CA. 91710
(909) 595 8599

CITY OF CUDAHY

CITYWIDE COMPLETE STREET IMPROVEMENTS
PROJECT NO: STR-003

AC COLD MILL AND OVERLAYAC SLOT CUT FULL DEPTH RESTORATIONPCC PVMT (ATLANTIC AVE FROM FLORENCE AVE TO PATATA ST)
9-20-2024
9-20-2024
As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 182 of 246 (;+,%,7,

1. 2.

ALL TRAFFIC CONTROL WORK FOR CONSTRUCTION SHALL CONFORM TO PART 6- TEMPORARY TRAFFICCONTROL OF THE CA-MUTCD, ANY ADDENDUMS TO OR LATEST EDITION AND ALL O.S.H.A. REQUIREMENTS.

3. THE CONTRACTOR SHALL HAVE ALL TRAFFIC CONTROL SIGNS, DELINEATORS, ETC., PROPERLY INSTALLED PRIOR TO COMMENCING CONSTRUCTION.

4. THE CONTRACTOR SHALL MAINTAIN ALL TRAFFIC CONTROL SIGNS, DELINEATORS, ETC., TO ENSURE PROPER FLOW AND SAFETY OF TRAFFIC WHILE WORKING IN THE STREET.

5. ADDITIONAL TRAFFIC CONTROL DEVICES MAY BE REQUIRED IN THE FIELD. THE CONTRACTOR SHALL BE RESPONSIBLEFOR ANY ADDITIONAL TRAFFIC CONTROL DEVICES REQUIRED BY THE CITY INSPECTOR/REPRESENTATIVES TOASSURE PUBLIC SAFETY AT ALL TIMES.

6. THE CONTRACTOR SHALL UTILIZE A FLAGMAN DURING CONSTRUCTION WORK AS DEEMED NECESSARY BY THEAGENCY REPRESENTATIVE.ARROW BOARDS SHALL BE USED ON ANY LANE CLOSURE ON ARTERIAL STREETS.

7. STRIPING SHALL BE CAT TRACKED AND APPROVED BY THE ENGINEER PRIOR TO FINAL INSTALLATION.8. MAINTAIN ONE TRAFFIC LANE ON BOTH DIRECTIONS AT ALL TIMES.9. ALL TRAFFIC LANES MUST BE OPEN ON WEEKENDS AND HOLIDAYS.10. ANY DEVIATION TO THE TRAFFIC LANE REQUIREMENTS SHALL REQUIRE THE CITY ENGINEER'S APPROVAL A MINIMUM 24 HOURS ADVANCE NOTICE IS REQUIRED.

MARKING & STRIPING NOTES
PREPARED BY:
13367 BENSON AVE.

CHINO, CA. 91710
(909) 595 8599

CITY OF CUDAHY

CITYWIDE COMPLETE STREET IMPROVEMENTS
PROJECT NO: STR-003

MISCELLANEOUS NOTES AND DETAILS

DIAGONAL CROSSWALK
DETAIL "A"

LADDER CROSSWALK
9-20-2024
9/20/20249/
9/20/20249/20/2024
As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 183 of 246 9 CLARA ST

ATLANTIC AVE

LIVE OAK ST

HARTLE AVE

FLORENCE AVE

ATLANTIC AVE

CUDAHY CITY BNDY

BELL CITY BNDY

CUDAHY CITY BNDY BELL CITY BNDY
LEGEND

ATLANTIC AVE AC COLD MILLING
& AC OVERLAY
STA. 0+00 TO STA 21+00
PREPARED BY:
13367 BENSON AVE.

CHINO, CA. 91710
(909) 595 8599

CITY OF CUDAHY

CITYWIDE COMPLETE STREET IMPROVEMENTS
PROJECT NO: STR-003
9-20-2024
9/20/2024
As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 184 of 246 9/

ELIZABETH ST

ATLANTIC AVE ATLANTIC AVE

SANTA ANA
S

ATLANTIC AVE
LEGEND
STA. 21+00 TO STA 42+00
PREPARED BY:
13367 BENSON AVE.

CHINO, CA. 91710
(909) 595 8599

CITY OF CUDAHY

CITYWIDE COMPLETE STREET IMPROVEMENTS
PROJECT NO: STR-003

ATLANTIC AVE AC COLD MILLING
& AC OVERLAY
9-20-2024
9/20/2024
As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 185 of 246

CECELIA ST

ARDINE ST

ATLANTIC AVE

PATATA ST

SALT LAKE AVE

SOUTH GATE CITY BNDY CUDAHY CITY BNDY

SOUTHERN PACIFIC
RR
LEGEND
STA. 42+00 TO STA 56+22
PREPARED BY:
13367 BENSON AVE.

CHINO, CA. 91710
(909) 595 8599

CITY OF CUDAHY

CITYWIDE COMPLETE STREET IMPROVEMENTS
PROJECT NO: STR-003

ARDINE ST

ATLANTIC AVE

CECILIA ST

ATLANTIC AVE
ATLANTIC AVE. CURB MEDIAN ISLAND IMPROV.

STA. 42+00 TO STA 56+22
PREPARED BY:
13367 BENSON AVE.

CHINO, CA. 91710
(909) 595 8599

CITY OF CUDAHY

CITYWIDE COMPLETE STREET IMPROVEMENTS
PROJECT NO: STR-003
A7
A7 A7
9-20-2024
9/20/2024
As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 187 of 246 ATLANTIC AVE. CURB MEDIAN ISLAND IMPROV.

STA. 53+00.00 TO SOUTHERLY CITY LIMIT
PREPARED BY:
13367 BENSON AVE.

CHINO, CA. 91710
(909) 595 8599

CITY OF CUDAHY

CITYWIDE COMPLETE STREET IMPROVEMENTS
PROJECT NO: STR-003

A CURB MEDIAN SECTION DETAIL
-
A7
9-20-2024
9/20/2024
As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 188 of 246

ATLANTIC AVE WITH BIKE LANE

SIGNAGE, MARKING & STRIPING
STA. 0+00 TO STA 21+00
PREPARED BY:
13367 BENSON AVE.

CHINO, CA. 91710
(909) 595 8599

CITY OF CUDAHY

ELIZABETH ST

ATLANTIC AVE ATLANTIC AVE

SANTA ANA ST ATLANTIC AVE
STA. 21+00 TO STA 42+00

ATLANTIC AVE WITH BIKE LANE

SIGNAGE, MARKING & STRIPING
PREPARED BY:
13367 BENSON AVE.

CHINO, CA. 91710
(909) 595 8599

CITY OF CUDAHY

CECELIA ST

ARDINE ST

ATLANTIC AVE

PATATA ST

SALT LAKE AVE

SOUTH GATE CITY BNDY CUDAHY CITY BNDY
STA. 42+00 TO STA 56+22

ATLANTIC AVE WITH BIKE LANE

SIGNAGE, MARKING & STRIPING
PREPARED BY:
13367 BENSON AVE.

CHINO, CA. 91710
(909) 595 8599

CITY OF CUDAHY

CITYWIDE COMPLETE STREET IMPROVEMENTS
PROJECT NO: STR-003
9-20-2024
As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 191 of 246

OTIS AVE - LIVE OAK ST INTERSECTION

TRAFFIC SYSTEM & CURB RAMPS UPGRADE
PREPARED BY:
13367 BENSON AVE.

CHINO, CA. 91710
(909) 595 8599

CITY OF CUDAHY

OTIS AVE - CLARA ST INTERSECTION

TRAFFIC SYSTEM & CURB RAMPS UPGRADE
PREPARED BY:
13367 BENSON AVE.

CHINO, CA. 91710
(909) 595 8599

CITY OF CUDAHY

OTIS AVE - SALT LAKE AVE INTERSECTION

CURB RAMPS UPGRADE
PREPARED BY:
13367 BENSON AVE.

CHINO, CA. 91710
(909) 595 8599

CITY OF CUDAHY

SANTA ANA ST - SALT LAKE AVE INTERSECTION

CURB RAMP UPGRADE
PREPARED BY:
13367 BENSON AVE.

CHINO, CA. 91710
(909) 595 8599

CITY OF CUDAHY

TRAFFIC SYSTEM UPGRADE
PREPARED BY:
13367 BENSON AVE.

CHINO, CA. 91710
(909) 595 8599

CITY OF CUDAHY

WILCOX AVE - CLARA ST INTERSECTION

TRAFFIC SYSTEM & CURB RAMPS UPGRADE
PREPARED BY:
13367 BENSON AVE.

CHINO, CA. 91710
(909) 595 8599

CITY OF CUDAHY

CLARA ST - RIVER ROAD INTERSECTION

TRAFFIC SYSTEM UPGRADE
PREPARED BY:
13367 BENSON AVE.

CHINO, CA. 91710
(909) 595 8599

CITY OF CUDAHY

BUS PAD DETAILS
PREPARED BY:
13367 BENSON AVE.

CHINO, CA. 91710
(909) 595 8599

CITY OF CUDAHY

TWO WORKING DAYS BEFORE YOU DIG
Underground Service Alert
Know what'sbelow.

Call before you dig.

R
MARK REVISIONS BY APPR. DATE
BENCH MARK:

Sheet _____ of
_______Sheets
Project No.

LANDSCAPE SHEET TITLE:

RM
RECOMMENDED BY:CHECKED BY:DRAWN BY:

APPROVED
By: Ronald Bow
Interim Public Works Director
Date
Date Description Version No.

PROJECT NO. -
2323

PLAN DATE -
D RA C
I H T

OF TE LIF CA RO N
Exp. 5-31-26
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SUBMISSION HISTORY -

CLIENT INFO -
Transtech
13367 Benson Ave.

Chino, CA 91710
(909) 595-8599
9/4/2024
3/21/24 Landscape & electrical plans; City review 1
4/23/24 City review plan set 2
5/20/24 Final bid set of plans 39/04/24 Final bid set of plans with new city signatories 4 Drawing No.

STR-003
Atlantic Ave. from Florence Ave. to Patata St.; Santa Ana St. at Salt Lake Ave.; & Wilcox Ave. from Live Oak St. to Cecelia St.

Cover Sheet
LC-1
L1

REGIONAL MAP
Not to Scale

CITY MAP WITH PROJECT AREAS
Not to Scale
Atlantic Ave. Project Area
Dwg. No. Sht. No. Sheet Name Project Area
LC-1 L1 of 44 Cover Sheet
1-DC thru 8-DC L2 thru L9 of 44 ATLANTIC AVE. - Demolition & Construction Plans Station Point 0+00 to 54+581-BSD thru 3-BSD L10 thru L12 of 44 ATLANTIC AVE. - Bus Stop Details Atlantic Avenue Bus Stops1-IR thru 8-IR L13 thru L20 of 44 ATLANTIC AVE. - Irrigation Plans Station Point 0+00 to 54+581-PL thru 8-PL L21 thru L28 of 44 ATLANTIC AVE. - Planting Plans Station Point 0+00 to 54+58 BUS-1 L29 of 44 TRANSIT STOP - Construction Plan Santa Ana at Salt LakeBUS-2 L30 of 44 TRANSIT STOP - Construction Plan Wilcox at Live OakBUS-3 L31 of 44 TRANSIT STOP - Construction Plan Wilcox at ClaraBUS-4 L32 of 44 TRANSIT STOP - Construction Plan Wilcox at ElizabethBUS-5 L33 of 44 TRANSIT STOP - Construction Plan Wilcox at Santa AnaBUS-6 L34 of 44 TRANSIT STOP - Construction Plan Wilcox at Cecelia NEBUS-7 L35 of 44 TRANSIT STOP - Construction Plan Wilcox at Cecelia SW DET-1 L36 of 44 DETAILS - Site & Site Furnishings -DET-2 L37 of 44 DETAILS - Atlantic Avenue Bus Shelters -DET-3 L38 of 44 DETAILS - Neighborhood Bus Shelters -DET-4 L39 of 44 DETAILS - Monument Sign -DET-5 L40 of 44 DETAILS - Solar Area Lights & Banner Poles -DET-6 L41 of 44 DETAILS - Irrigation and Planting - 1-ELEC 42 of 44 ELECTRICAL ENGINEER - Electrical Site Plan South New Median 2-ELEC 43 of 44 ELECTRICAL ENGINEER - Electrical Site Plan North Existing Median 3-ELEC 44 of 44 ELECTRICAL ENGINEER - Symbol List, Line Diagram, Panel -

SHEET INDEX
City of Cudahy

GENERAL NOTES
Scope of Work
All work shall comply with all applicable sections of the Standard Specifications for Public Works Construction, Caltrans standards, APWA standards, and all city standards. The work shall include all labor, materials, equipment and incidentals necessary for the installation of all work indicated in these plans and the specifications. Contractor shall verify specific conditions of the work to be performed with the invitation to bid.

Quality of Materials
Materials specified in the plans and specifications shall prevail when of a higher standard than those required to meet state and local codes.

Plan Background
These plans are based upon an electronic file of the existing project medians provided by the project engineer, aerial photos, and field measurements. Any existing trees, electrical, or irrigation equipment shown in the medians or in the edge of Right of Way areas shall be considered approximate whichshall require the Contractor to verify the information in the field. Contractor shall verify all site information in the field and shall notify LOST WEST and the City representative immediately of any discrepancies or existing conditions which would effect project outcome as designed.

LOST WEST has prepared these plans and specifications as Project Landscape Architect. LOST WEST shall not be responsible for any work which is not explicitly detailed in these plans, and is not responsible for the work of any other company or person(s) providing services on this project either in the past or in the future. The contractor shall be solely responsible for determining the method and means of construction.

Existing Site Conditions
Contractor shall be responsible for contacting Underground Service Alert for the mark-out of utilities prior to the commencement of any work related to these plans. The mark-out shall be done with chalk-based paints only.

Contractor shall verify the location of all structures above and below ground within and adjacent to the project site prior to and during the course of work. Contractor shall inform City representative and LOST WEST immediately should discrepancies between the plans and actual site conditions be discovered which have a negative effect on the design or it's implementation.

Job-Site Conditions
Contractor shall maintain job-site in a weed free state during construction and the maintenance period by use of a non-selective herbicide. Contractor shall keep site neat and free of construction debris and unneeded equipment at all times.

Traffic Control
Traffic Contractor shall be in compliance with the requirements of the latest edition of MUTCD. Lane closures on major streets such as Slauson Avenue & Atlantic Blvd. shall be restricted to night work from 8PM to 6AM. No street closure is allowed.

Water Conservation
Water-use classifications were determined using the WUCOLS IV - WATER USE CLASSIFICATION OF LANDSCAPE SPECIES available at; https://ccuh.ucdavis.edu/wucols-db Specified Products
All products referenced or specified within the Plans, Specifications, and Bid Schedule shall be considered as, "Or Approved Equal", for which the Contractor may propose an alternative vendor for a particular product or service during the review of product submittals for the project. Alternative vendors or service providers will then be considered within the context of the design of the project and will be given equal consideration by LOST WEST.

ABBREVIATION LEGEND
ALT AlternateAPPROX ApproximateASTM American Society of Testing & Materials
AUTO AutomaticAVG Average
BC Back of CurbBLDG Building
CL Center LineCONC ConcreteCONT ContinuousCJ Control Joint; tooled or saw-cut per plan DG Decomposed GraniteDEMO Demolish, Demolition, RemoveDIA DiameterDF Douglas FirDWG Drawing EA Each
(e), EX Existing
EQ EqualEQUIP EquipmentEJ Expansion Joint
FC Face of CurbFW Face of WallFF Finish FloorFS Finish SurfaceFG Finish GradeFT FeetFTG Footing FOUND Foundation
GA GaugeGALV GalvanizedGC General Contractor
HP High PointHPFG High Point Finish Grade
MAX MaximumMIN Minimum
(N) New
N North
OC On Center
PTDF Pressure Treated Doug. FirPL Property Line
QTY Quantity
R RadiusROW Right-of-WayREMOVE Demo., Remove object or structureREBAR Steel Reinforcing Bars SPECS SpecificationsSTA. Station Point
TC Top of CurbTW Top of WallTS Top of StepTyp. Occurs ElsewhereTYPICAL Occurs Elsewhere UIO Unless Indicated OtherwiseUTIL Utility, Utilities
WWM Welded Wire MeshW/ WithW/O Without
Wilcox Ave. Bus Stops
Santa Ana St. Bus Stops
Atlantic Ave. from Florence Ave. to Patata St.; Santa Ana St. at Salt Lake Ave.; & Wilcox Ave. from Live Oak St. to Cecelia St.

As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 200 of 246 VED
Date 9/20/2024
Station 3+00 Matchline Pin 0+00 3+0 2+00 1+00

KEEP KEEP
Matchline Station 3+00 Pine Pine +00 Pine 4+00
Scale: 1" = 10' NORTH Florence Ave. Intersection to Matchline (STA 0+00 to STA 3+00) 0 10' 20' 50' 44 Public Works Dept. - Engineering Division

TWO WORKING DAYS BEFORE YOU DIG
Underground Service Alert
Know what'sbelow.

Call before you dig.

R
MARK REVISIONS BY APPR. DATE
BENCH MARK:

Sheet _____ of
_______Sheets
Project No.

LANDSCAPE SHEET TITLE:

RM
RECOMMENDED BY:CHECKED BY:DRAWN BY:

APPROVED
By: Ronald Bow
Interim Public Works Director
Date
Date Description Version No.

PROJECT NO. -
2323

PLAN DATE -
D RA C
I H T

OF TE LIF CA RO N
Exp. 5-31-26
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ϯϱнǇĞĂƌƐ

SUBMISSION HISTORY -

CLIENT INFO -
Transtech
13367 Benson Ave.

STR-003
Atlantic Ave. from Florence Ave. to Patata St.; Santa Ana St. at Salt Lake Ave.; & Wilcox Ave. from Live Oak St. to Cecelia St.

Demolition / Construction Plan
1-DC
L2
Typical existing stamped conc.
paving to remain; protect in place
Remove Pine tree closest
to new monument sign
Existing Pine trees to
remain; protect in place
Scale: 1" = 10' NORTHMatchline to End of Median (STA 3+00 to STA 4+48.5) 0 10' 20' 50' General Demolition Notes

1. Contractor shall make an appraisal of the existing conditions in and near the project area and compare them with the project requirements. Contractor shall verify the extent of demolition required with the City representative.

2. Contractor shall document existing conditions in and near the project area with photos, videos, and /or drawings taken prior to the start of construction.

3. Hazards which are discovered or occur during demolition shall be brought to the attention of the City immediately, and all job activities in the hazard area shall cease until a course of action is determined by the City.

4. Contractor shall keep an inventory and record the condition of items to be removed. Any items that shall be removed and salvaged shall be clearly tagged and given to the City representative, or delivered for storage as designated by the City representative.

5. Contractor shall locate all existing utilities whether shown on the Plans or not as the first item of work, and protect all existing utilities and facilities from damage or disturbance. Contractor shall notify City representative immediately should any damage occur and assume full responsibility for the expense of any repair or replacement. Contractor shall notify City representative immediately should field conditions vary from those shown on the Plans.

6. Contractor shall notify the City representative when any unanticipated utility structure, conduit, pipeline, or any other structure or object is encountered, and shall provide City representative with a diagram or map of the object(s) before continuing with demolition work.

7. Contractor shall locate utility services within the project areas being demolished and coordinate with utility companies with the shut-off of those services during the course of the work. If services are required to be removed, relocated, or abandoned, Contractor shall provide temporary services that bypass the area to be demolished in order to maintain service to other areas of the site which are outside of the demolition area. Any pipe or conduit being removed that is embedded in a structure or paving that is not being removed shall be cut-off flush with the remaining structure and filled with epoxy or non-shrink grout so as to be invisible.

8. Contractor shall protect existing services, structures, and systems to remain against damage during demolition and during the construction of adjacent new improvements.

9. Inactive or abandoned utilities shall be disconnected and removed, or plugged/capped as directed by the local governing agency or the City representative.

10. Active utilities shall be protected at the expense of the Contractor and shall be maintained in operating condition during the work, including any existing irrigation systems that have been designated to remain in the Plans.

11. Contractor shall not proceed with construction when it is obvious that known obstructions exist that may not have been known during design. Such conditions shall be immediately brought to the attention of the City representative. Contractor shall assume responsibility for all revisions due to the failure to give said notification.

12. Contractor shall conduct debris removal at the same time as the demolition operations to ensure minimum interference with roads, streets, walks, and other adjacent facilities and users.

13. Contractor shall provide temporary barricades and other protection required to prevent injury to people and damage to adjacent facilities and structures to remain. Contractor shall provide temporary weather protection during demolition and construction to prevent water leakage or damage to structures or interior areas. Contractor shall protect work that is to remain or that is exposed during demolition, and shall cover and protect equipment that has not been removed.

14. Contractor shall provide and maintain shoring, bracing, and structural supports as required to protect the stability of construction and finishes to remain, adding new supports as required during the progression of demolition to prevent movement, settlement, or collapse.

15. Demolition and removal work shall be performed to prevent damage to any existing trees noted on the Plans to remain.

16. All work shall conform to the requirements of the latest adopted editions of the Uniform Building Code, the Standard Specifications for Public Construction, the Americans with Disabilities Act, and any and all other applicable local and state codes, ordinances, or regulations.

17. Contractor shall not use torches until work area is cleared of flammable materials. Verify contents of pipes or conduits prior to starting flame-cutting operations. Maintain fire watch and fire suppression devices during any flame-cutting operations.

18. Clear the site of grass, weeds, trash, debris, and inactive or abandoned facilities, within the area of construction of the improvements to the limits and depths as shown on the Plans.

19. Contractor shall remove tree and plant roots larger than 2 inches in diameter, rocks or concrete chunks larger than
4 inches in diameter, and any abandoned underground facilities verified by the City representative and/or their associated agency to a minimum depth of 12 inches below final finish grade.

20. Contractor shall remove demolished materials from the project site and legally dispose of them at the Contractor's expense in a lawful manner. The removal and transporting of demolition debris shall be done in a manner which prevents spillage on adjacent surfaces, areas, or roadways.

Contractor shall not allow demolished materials to accumulate on-site.

21. Contractor shall not burn demolished materials.22. Contractor shall clean adjacent structures and improvements of dust, dirt, and debris caused by project demolition, and maintain adjacent areas in a state equivalent to the existing conditions prior to the beginning of demolition.

23. Contractor shall notify the City representative at least 48 hours in advance of any saw-cutting and/or concrete removal so that City representative can verify areas to be removed.

Project Specific Demolition Notes1. In the event that an existing electrical pull box has been damaged or destroyed, the Contractor shall install a new Caltrans Pull Box of the same size and in the same location and restore any damaged wire/conduit connections to the next pull box. Cover of box shall be marked, "Electrical".

2. All above grade junction boxes (J-Boxes) shall be protected in place during the work.

3. Prior to the demolition of any paving, the Contractor shall find and preserve any existing survey monuments, and replace them as necessary during the construction operation.

4. Contractor shall exercise caution when removing existing decomposed granite within existing medians and during irrigation installation and soil prep to avoid damaging existing tree roots and electrical conduit.

New Monument Sign: Center at
Sta. 2+93.25; see Detail on Sht. L39 of 44
Existing banner pole;
protect in place
Typical existing stamped conc.
paving to remain; protect in place
Remove existing decomposed granite (DG) from planting
area and dispose prior to soil testing and prep., typical New cut & trenched electrical conduit across Atlantic; see Electrical Plans (E42 thru E44) for location; verify power source pole location in field; Restore existing AC paving + 1" to a minimum of 6" AC thickness; see Civil Plans for street improvements Electrical power source at existing banner cable pole, see Electrical Plans; verify pole location in field; Restore PCC sidewalk, curb, and gutter as necessary to match existing (min. 3' wide by full width of the sidewalk); It shall be the Contractor's responsibility to verify existing utilities in the work area prior to starting work Remove existing decomposed granite (DG) from planting
area and dispose prior to soil testing and prep., typical Protect existing curb & paving
when passing conduit into median
As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 201 of 246 ED
ate 9/20/2024
Koel.

Pod.

Pod. Koel. Koel.
6+00 7+00 8+00
Station 15+50 Matchline Mag. Mag. Koel. Koel. Mag. Mag. +00 13+00 14+00 15+00 Live Oak St.

Intersection
44 Public Works Dept. - Engineering Division

TWO WORKING DAYS BEFORE YOU DIG
Underground Service Alert
Know what'sbelow.

Call before you dig.

R
MARK REVISIONS BY APPR. DATE
BENCH MARK:

Sheet _____ of
_______Sheets
Project No.

LANDSCAPE SHEET TITLE:

RM
RECOMMENDED BY:CHECKED BY:DRAWN BY:

APPROVED
By: Ronald Bow
Interim Public Works Director
Date
Date Description Version No.

PROJECT NO. -
2323

PLAN DATE -
D RA C
I H T

OF TE LIF CA RO N
Exp. 5-31-26
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9/4/24
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ϯϱнǇĞĂƌƐ

SUBMISSION HISTORY -

CLIENT INFO -
Transtech
13367 Benson Ave.

STR-003
Atlantic Ave. from Florence Ave. to Patata St.; Santa Ana St. at Salt Lake Ave.; & Wilcox Ave. from Live Oak St. to Cecelia St.

Scale: 1" = 10' NORTHMedian End to End (STA 05+18.85 to STA 8+58) 0 10' 20' 50'Scale: 1" = 10' NORTH End of Median to Matchline (STA 12+16 to STA 15+50) 0 10' 20' 50' Demolition / Construction Plan
2-DC
L3
Typical existing tree to
remain; protect all in place
Typical existing stamped conc.
paving to remain; protect in place
Typical existing stamped conc.
paving to remain; protect in place
Remove existing decomposed granite (DG) from planting
area and dispose prior to soil testing and prep., typical Remove existing decomposed granite (DG) from planting
area and dispose prior to soil testing and prep., typical Existing banner pole;
protect in place Existing banner pole; protect in place Existing banner pole;
protect in place
Typical existing tree to
remain; protect all in place
THIS STOP HAS BEEN ABANDONED BY METRO:

Remove & dispose of existing bus shelter, sign post, bench, & trash can, grind any existing bolts flush w/ surrounding paving, and power wash area clean to the satisfaction of City Inspector THIS STOP HAS BEEN ABANDONED BY METRO:

Intersection
LIMIT LINE 5+66
LIMIT LINE 8+65
LIMIT LINE 12+00
As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 202 of 246 9/20/2024
Matchline Station 15+50 Mag. 16+00 17+00 18+
Station 21+50 Matchline Euc. Euc. Koel. Koel. Koel. Koel. 00 19+00 20+00 21+00 44 Public Works Dept. - Engineering Division

TWO WORKING DAYS BEFORE YOU DIG
Underground Service Alert
Know what'sbelow.

Call before you dig.

R
MARK REVISIONS BY APPR. DATE
BENCH MARK:

Sheet _____ of
_______Sheets
Project No.

LANDSCAPE SHEET TITLE:

RM
RECOMMENDED BY:CHECKED BY:DRAWN BY:

APPROVED
By: Ronald Bow
Interim Public Works Director
Date
Date Description Version No.

PROJECT NO. -
2323

PLAN DATE -
D RA C
I H T

OF TE LIF CA RO N
Exp. 5-31-26
IA
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A PE NDSCA L
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AN o. 3 N 18 3
9/4/24
ůĂŶĚƐĐĂƉĞ
ĂƌĐŚŝƚĞĐƚƵƌĞ
ϯϱнǇĞĂƌƐ

SUBMISSION HISTORY -

CLIENT INFO -
Transtech
13367 Benson Ave.

STR-003
Atlantic Ave. from Florence Ave. to Patata St.; Santa Ana St. at Salt Lake Ave.; & Wilcox Ave. from Live Oak St. to Cecelia St.

Scale: 1" = 10' NORTHMatchline to End of Median (STA 15+50 to STA 17+57) 0 10' 20' 50'Scale: 1" = 10' NORTH End of Median to Matchline (STA 18+34 to STA 21+50) 0 10' 20' 50' Demolition / Construction Plan
3-DC
L4
Typical existing stamped conc.
paving to remain; protect in place
Typical existing stamped conc.
paving to remain; protect in place
Remove existing decomposed granite (DG) from planting
area and dispose prior to soil testing and prep., typical Existing banner pole;
protect in place
Existing banner pole;
protect in place
Typical existing tree to
remain; protect all in place
Typical existing tree to
remain; protect all in place
Remove existing decomposed granite (DG) from planting
area and dispose prior to soil testing and prep., typical New Bus Stop Improvements: See Detail 1 on Sheet L10 of 44 New Bus Stop Improvements: See Detail 2 on Sheet L10 of 44 LIMIT LINE 18+00
LIMIT LINE 18+00
As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 203 of 246 ED
ate 9/20/2024

KEEP KEEP

CLEARCLEAR
Matchline Station 21+50
Station 24+50 Matchline Koel. Koel. Koel. Pod. Pod. 22+00 23+00 24+00 Matchline Station 24+50 Pod. Pod. 25+00 26+00 27+
44 Public Works Dept. - Engineering Division

TWO WORKING DAYS BEFORE YOU DIG
Underground Service Alert
Know what'sbelow.

Call before you dig.

R
MARK REVISIONS BY APPR. DATE
BENCH MARK:

Sheet _____ of
_______Sheets
Project No.

LANDSCAPE SHEET TITLE:

RM
RECOMMENDED BY:CHECKED BY:DRAWN BY:

APPROVED
By: Ronald Bow
Interim Public Works Director
Date
Date Description Version No.

PROJECT NO. -
2323

PLAN DATE -
D RA C
I H T

OF TE LIF CA RO N
Exp. 5-31-26
IA
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CE
NE
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A
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A PE NDSCA L
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T V EK
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AN o. 3 N 18 3
9/4/24
ůĂŶĚƐĐĂƉĞ
ĂƌĐŚŝƚĞĐƚƵƌĞ
ϯϱнǇĞĂƌƐ

SUBMISSION HISTORY -

CLIENT INFO -
Transtech
13367 Benson Ave.

STR-003
Atlantic Ave. from Florence Ave. to Patata St.; Santa Ana St. at Salt Lake Ave.; & Wilcox Ave. from Live Oak St. to Cecelia St.

Scale: 1" = 10' NORTHMatchline to End of Median (STA 21+50 to STA 23+20) 0 10' 20' 50'Scale: 1" = 10' NORTHMedian End to End (STA 23+96 to STA 26+60) 0 10' 20' 50' Demolition / Construction Plan
4-DC
L5
Typical existing stamped conc.
paving to remain; protect in place
Typical existing tree to
remain; protect in place
Typical existing stamped conc.
paving to remain; protect in place
Remove existing decomposed granite (DG) from planting
area and dispose prior to soil testing and prep., typical Existing banner pole;
protect in place Typical existing tree to remain; protect all in place Existing banner pole;
protect in place
Existing banner pole;
protect in place
Remove existing decomposed granite (DG) from planting
area and dispose prior to soil testing and prep., typical New Bus Stop Improvements: See Detail 3 on Sheet L11 of 44 LIMIT LINE 27+00
As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 204 of 246 9/20/2024
Station 30+50 Matchline Koel. Koel. Koel. Pod. Pod. Pod. 00 28+00 Pod. 29+00 30+00 KEEP
CLEAR
KEEP
CLEAR
Matchline Station 30+50 Pine Pine Pine 31+00 32+00 33+00 34+ to Santa Ana St. Intersection 44 Public Works Dept. - Engineering Division

TWO WORKING DAYS BEFORE YOU DIG
Underground Service Alert
Know what'sbelow.

Call before you dig.

R
MARK REVISIONS BY APPR. DATE
BENCH MARK:

Sheet _____ of
_______Sheets
Project No.

LANDSCAPE SHEET TITLE:

RM
RECOMMENDED BY:CHECKED BY:DRAWN BY:

APPROVED
By: Ronald Bow
Interim Public Works Director
Date
Date Description Version No.

PROJECT NO. -
2323

PLAN DATE -
D RA C
I H T

OF TE LIF CA RO N
Exp. 5-31-26
IA
T
CE
NE
T
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L
C
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A
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A PE NDSCA L
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T V EK
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AN o. 3 N 18 3
9/4/24
ůĂŶĚƐĐĂƉĞ
ĂƌĐŚŝƚĞĐƚƵƌĞ
ϯϱнǇĞĂƌƐ

SUBMISSION HISTORY -

CLIENT INFO -
Transtech
13367 Benson Ave.

STR-003
Atlantic Ave. from Florence Ave. to Patata St.; Santa Ana St. at Salt Lake Ave.; & Wilcox Ave. from Live Oak St. to Cecelia St.

Scale: 1" = 10' NORTHMedian End to Matchline (STA 27+44.7 to STA 30+50) 0 10' 20' 50'Scale: 1" = 10' NORTHMatchline to End of Median (STA 30+50 to STA 32+26.5) 0 10' 20' 50' Demolition / Construction Plan
5-DC
L6
Typical existing stamped conc.
paving to remain; protect in place
Typical existing Pine tree to
remain; protect in place
Typical existing stamped conc.
paving to remain; protect in place
Remove existing decomposed granite (DG) from planting
area and dispose prior to soil testing and prep., typical Existing banner pole;
protect in place
Remove existing decomposed granite (DG) from planting
area and dispose prior to soil testing and prep., typical Typical existing tree to
remain; protect in place
Existing banner pole;
protect in place
New Bus Stop Improvements: See Detail 4 on Sheet 11 of 44 LIMIT LINE 27+00
LIMIT LINE 34+00
As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 205 of 246 D
te 9/20/2024
Station 39+50 Matchline Pod. Koel. Pod. Koel. Koel. Euc. +00 37+00 38+00 39+00 Matchline Station 39+50 Euc. Euc. Euc. Pod. Pod. Pod. Pine Pine Pine Pod. Koel. Koel. Pod. 40+00 41+00 42+00 43+ 44 Public Works Dept. - Engineering Division

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LANDSCAPE SHEET TITLE:

RM
RECOMMENDED BY:CHECKED BY:DRAWN BY:

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By: Ronald Bow
Interim Public Works Director
Date
Date Description Version No.

PROJECT NO. -
2323

PLAN DATE -
D RA C
I H T

OF TE LIF CA RO N
Exp. 5-31-26
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9/4/24
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SUBMISSION HISTORY -

CLIENT INFO -
Transtech
13367 Benson Ave.

STR-003
Atlantic Ave. from Florence Ave. to Patata St.; Santa Ana St. at Salt Lake Ave.; & Wilcox Ave. from Live Oak St. to Cecelia St.

Scale: 1" = 10' NORTH End of Median to Matchline (STA 36+42 to STA 39+50) 0 10' 20' 50'Scale: 1" = 10' NORTHMatchline to End of Median (STA 39+50 to STA 42+70) 0 10' 20' 50' Demolition / Construction Plan
6-DC
L7
Typical existing stamped conc.
paving to remain; protect in place
Typical existing tree to
remain; protect in place
Typical existing stamped conc.
paving to remain; protect in place
Remove existing decomposed granite (DG) from planting
Existing banner pole; area and dispose prior to soil testing and prep., typical protect in place
Existing banner pole;
protect in place
Remove existing decomposed granite (DG) from planting
area and dispose prior to soil testing and prep., typical Typical existing tree to
remain; protect in place
Remove existing decomposed granite (DG) from planting
area and dispose prior to soil testing and prep., typical New cut & trenched pipe sleeving for irrigation and electric conduit across intersection to new medians; See Irrigation Plan (Sheets 13 thru 20), & Electrical Plans (E42 thru E44), and Typical Sleeving Detail 1 on Sheet 41, for pipe sleeving between medians; It shall be the Contractor's responsibility to verify existing utilities in the work area prior to starting work; Restore existing AC paving + 1" to a minimum of 6" AC thickness; see Civil Plans for street improvements LIMIT LINE 43+00
LIMIT LINE 36+00
NOTE:

Cecelia is a jogged intersection and the area between
Sta. 43+00 and Sta. 45+00 is not shown on the Plans.

The cut & trenched pipe sleeving under this
intersection shall be continuous from Sta. 42+43 in the existing median north of the intersection and ending at Sta. 47+01 in the new median south of the intersection
As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 206 of 246 VED
Date 9/20/2024
Station 48+50 Matchline 0 46+00 47+00 48+00
Matchline Station 48+50 49+00 50+00
44 Public Works Dept. - Engineering Division

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MARK REVISIONS BY APPR. DATE
BENCH MARK:

Sheet _____ of
_______Sheets
Project No.

LANDSCAPE SHEET TITLE:

RM
RECOMMENDED BY:CHECKED BY:DRAWN BY:

APPROVED
By: Ronald Bow
Interim Public Works Director
Date
Date Description Version No.

PROJECT NO. -
2323

PLAN DATE -
D RA C
I H T

OF TE LIF CA RO N
Exp. 5-31-26
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AN o. 3 N 18 3
9/4/24
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ϯϱнǇĞĂƌƐ

SUBMISSION HISTORY -

CLIENT INFO -
Transtech
13367 Benson Ave.

STR-003
Atlantic Ave. from Florence Ave. to Patata St.; Santa Ana St. at Salt Lake Ave.; & Wilcox Ave. from Live Oak St. to Cecelia St.

Scale: 1" = 10' NORTH End of Median to Matchline (STA 45+95 to STA 48+50) 0 10' 20' 50'Scale: 1" = 10' NORTHMatchline to End of Median (STA 48+50 to STA 50+27.5) 0 10' 20' 50' Demolition / Construction Plan
7-DC
L8
Banner Poles -
Order new banner poles to match existing on existing medians through:

Gary Keller, South Coast Lighting & Design (949) 276-8850 Model No.: City of Cudahy Banner Poles Catalogue No. BCFLO1850-5A70RF185BLK-BP; see details Each new median has 2 banner poles; 1 at either end; see plans New stamped concrete paving to match existing
medians to north; see notes and details
New banner pole: Sta. 46+95 o.c.;
See Detail 2 on Sht. L40 of 44
New banner pole: Sta. 49+30 o.c.;
See Detail 2 on Sht. L40 of 44
New stamped concrete paving to match existing
medians to north; see notes and details
New Bus Stop Improvements Relocated to here:

See Detail 6 on Sheet L11 of 44
New Bus Stop Improvements: See Detail 5 on Sheet L11 of 44 Remove existing bench and trash can from this approx.
location & dispose; see Detail 6 on Sheet L11 of 44
Construction Notes -

1. All improvements within the public ROW shall be done in accordance with the Standard Specifications for Public Works Construction, latest adopted edition, and any supplemental specifications contained within the bid documents.

2. Contractor shall create a sample panel of new median stamped concrete to show City representative and/or field inspector that the proposed material and method of construction will result in an accurate match of the new installed stamped concrete paving in the new medians and the existing stamped concrete in the existingmedians.

3. Interlocking pavers installed in the bus stop improvements on Atlantic Avenue shall be done in accordance with the details and the supplemental specifications in the bid documents.

New cut & trenched electrical conduit across Atlantic; see Electrical Plans for location; verify power source location in field; see Civil Plans for cut & cover specifications
LIMIT LINE 50+72.21
LIMIT LINE at 43+00 (see previous sheet)
New cut & trenched pipe sleeving for irrigation and electric conduit across intersection to new medians; See Irrigation Plan (Sheets 13 thru 20), & Electrical Plans (E42 thru E44), and Typical Sleeving Detail 1 on Sheet 41, for pipe sleeving between medians; It shall be the Contractor's responsibility to verify existingutilities in the work area prior to starting work; Restore existing AC paving + 1" to a minimum of 6" AC thickness; see Civil Plans for street improvements New cut & trenched pipe sleeving for irrigation and electric conduit across intersection to new medians; See Irrigation Plan (Sheets 13 thru 20), & Electrical Plans (E42 thru E44), and Typical Sleeving Detail 1 on Sheet 41, for pipe sleeving between medians; It shall be the Contractor's responsibility to verify existing utilities in the work area prior to starting work; Restore existing AC paving + 1" to a minimum of 6" AC thickness; see Civil Plans for street improvements NOTE:

Cecelia is a jogged intersection and the area between
Sta. 43+00 and Sta. 45+00 is not shown on the Plans.

The cut & trenched pipe sleeving under this
intersection shall be continuous from Sta. 42+43 in the existing median north of the intersection and ending at Sta. 47+01 in the new median south of the intersection
As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 207 of 246 ROVED
Date 9/20/2024
Station 53+50 Matchline 51+00 52+00 53+00
Matchline Station 53+50 54+00 55+00 56+00 56+22
44 Public Works Dept. - Engineering Division

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Call before you dig.

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MARK REVISIONS BY APPR. DATE
BENCH MARK:

Sheet _____ of
_______Sheets
Project No.

LANDSCAPE SHEET TITLE:

RM
RECOMMENDED BY:CHECKED BY:DRAWN BY:

APPROVED
By: Ronald Bow
Interim Public Works Director
Date
Date Description Version No.

PROJECT NO. -
2323

PLAN DATE -
D RA C
I H T

OF TE LIF CA RO N
Exp. 5-31-26
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AN o. 3 N 18 3
9/4/24
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ϯϱнǇĞĂƌƐ

SUBMISSION HISTORY -

CLIENT INFO -
Transtech
13367 Benson Ave.

STR-003
Atlantic Ave. from Florence Ave. to Patata St.; Santa Ana St. at Salt Lake Ave.; & Wilcox Ave. from Live Oak St. to Cecelia St.

Scale: 1" = 10' NORTHEnd of Median to Matchline (STA 50+97 to STA 53+50) 0 10' 20' 50'Scale: 1" = 10' NORTHMatchline to End of Median (STA 53+50 to STA 54+58) 0 10' 20' 50' Demolition / Construction Plan
8-DC
L9
New banner pole: Sta. 52+25 o.c.;
See Detail 2 on Sht. L40 of 44
New Monument Sign: Center at
Sta. 52+54; see Details on Sht. L39 of 44
New banner pole: Sta. 53+60 o.c.;
See Detail 2 on Sht. DET-4
New stamped concrete paving to match existing
medians to north; see notes and details
New stamped concrete paving to match existing
medians to north; see notes and details
New Bus Stop Improvements: See Detail 7 on Sheet L12 of 44 New Bus Stop Improvements: See Detail 8 on Sheet L12 of 44 LIMIT LINE 56+22
LIMIT LINE 50+72.21
New cut & trenched pipe sleeving for irrigation and electric conduit across intersection to new medians; See Irrigation Plan (Sheets 13 thru 20), & Electrical Plans (E42 thru E44), and Typical Sleeving Detail 1 on Sheet 41, for pipe sleeving between medians; It shall be the Contractor's responsibility to verify existing utilities in the work area prior to starting work; Restore existing AC paving + 1" to a minimum of 6" AC thickness; see Civil Plans for street improvements As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 208 of 246 9/20/2024
4'-6"
o.c.
18'
+/- 23'-8" verify in field
3'-0"
o.c.
12"
3'-4"
o.c.
12"
18" 20'-0"
o.c.
18"
o.c.
4'-0"
o.c.
18" 18'-6" 18" equal equal
+/- 38'-4" verify in field
5'-0"
o.c.
12"
3'-0"
o.c.
3'-4"
o.c.
18"
o.c.
0 4' 8' 20'
1-BSD
L10
Protect existing curb Existing brick band
to remain; protect
Remove & dispose of ex. shelter,
bench, & trash can
Existing brick band to
remain, protect; typical
Remove & reuse existing bus
signs; replace pole w/ new
A
I
D
E C
F
G
Existing concrete to remain; protect in place, typical
Protect existing paving
Extent of ROW
Saw-cut on inside of brick band to
preserve band during paving removal Saw-cut on cold joint to preserve conc. paving outside of bus stop area during paving removal
Hatching shows area of
demolition & improvements
Face of curb
G
Protect existing paving
Cold joint in existing conc.
paving; see above
Remove & dispose of ex. shelter,
bench, & trash can
Remove & reuse existing bus
signs; replace pole w/ new
Existing concrete to remain;
protect in place, typical
Saw-cut on inside of brick band to
preserve band during paving removal
Protect existing curb
Protect existing paving
Saw-cut on inside of brick band to
preserve band during paving removal
Hatching shows area of
demolition & improvements
E
D
C
A B
F
Face of curb
Protect existing paving
Extent of ROW
44 Public Works Dept. - Engineering Division

TWO WORKING DAYS BEFORE YOU DIG
Underground Service Alert
Know what'sbelow.

Call before you dig.

R
MARK REVISIONS BY APPR. DATE
BENCH MARK:

Sheet _____ of
_______Sheets
Project No.

LANDSCAPE SHEET TITLE:

RM
RECOMMENDED BY:CHECKED BY:DRAWN BY:

APPROVED
By: Ronald Bow
Interim Public Works Director
Date
Date Description Version No.

PROJECT NO. -
2323

PLAN DATE -
D RA C
I H T

OF TE LIF CA RO N
Exp. 5-31-26
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AN o. 3 N 18 3
9/4/24
ůĂŶĚƐĐĂƉĞ
ĂƌĐŚŝƚĞĐƚƵƌĞ
ϯϱнǇĞĂƌƐ

SUBMISSION HISTORY -

CLIENT INFO -
Transtech
13367 Benson Ave.

STR-003
Atlantic Ave. from Florence Ave. to Patata St.; Santa Ana St. at Salt Lake Ave.; & Wilcox Ave. from Live Oak St. to Cecelia St.

Scale: 1/4" = 1'-0"
Bus Stop Detail No. 1 - Atlantic NE of Clara Int.

Scale: 1/4" = 1'-0"
Bus Stop Detail No. 2 - Atlantic SW of Clara Int.
0 4' 8' 20'
Outline of shelter
H
Protect existing paving
H
Outline of shelter Typ. control joint; ctr. on column
Typ. control joint;
ctr. on column
Atlantic Ave. Bus Stop Details
B
Notes

1. Saw-cut along insides of existing brick bands where they occur to protect brick banding during removal of existing concrete paving.

2. Saw-cut at back of curb and on existing control or cold joints to protect existing curbing and paving to remain during removal of existing concrete paving to be removed.

Bus Stop Details Symbol Legend
A Bike Rack
B Bench
C Bus Shelter Post, typical
D Trash Receptacle
E Solar Area Light
F Brick Pavers
G New Concrete Paving
H New Bus Route/Metro Sign Pylon
I Outline of shelter footing; see shelter details
G
I
New Atlantic Ave. Bus Stop Site Furnishings
Lighting -
Light Fixture: Sol 'EVERGEN' pole mounted solar area light w/ ACUITY BRANDS DXS0 D-Series Size 0 luminaire; Semi-gloss Black powder coat finish; see details
Pole:

Galvanized steel round taper pole in Semi-gloss Black powder coat finish with square bolt cover; 10-ft. fixture mounting height from paving finish surface; see details
Benches -
Bench - LONG: FORMS+SURFACES 'BALANCE BENCH' Model SBBAL-72NPC; Backless, 6' long w/ 2 intermediate arms in RAL 7013 'SLATE TEXTURE' powder coat arms & legs, Stainless Steel seat; Use mfr's stainless steel & epoxy Mounting Hardware Kit; see details Bench - SHORT: FORMS+SURFACES 'VECTOR SEATING SYSTEM' Model SBVTR-24A-2E-0B; stand-alone, 2' long backless bench; extruded aluminum slat seat; 'Slate Texture' (RAL 7013) powder coat frame finish; 'Aluminum Texture' powder coat seat finish over aluminum slat seat; use mfr's Surface Mounting Hardward kit to anchor to paving Trash Receptacle -
Manufacturer & Model No.: FORMS+SURFACES 'DISPATCH LITTER & RECYCLING RECEPTACLE'Model SLDIS-220; 45-gal. Split Stream with two 20-gal. black polyethylene liners; Top & Base in RAL 7013 'SLATE TEXTURE' powder coat:

Graphics: Hinge side - 'Litter'; Latch side - 'Recycling'; Added Front Graphic: City of Cudahy Seal; see detail Mounting: Use mfr's surface mounting Mounting Hardware Kit; see details Bus Shelters - Atlantic Avenue
Manufacturer & Model No.: Tolar Manufacturing Co. Inc. Model 5 x 17 CRESCENT TRANSIT SHELTER; aluminum roof panels, perforated aluminum rear wall, aluminum escutcheon covers, & 2 LED integrated roof beam solar puck lights; in standard RAL powder coat color to be determined by City
Metro Sign Pylon -
Manufacturer & Model No.: Tolar Manufacturing Co. Inc. METRO BUS STOP PYLON in RAL 9017 TRAFFIC BLACK Semi-gloss powder coat finished aluminum; surface mount w/ stain. stl. hardware; spun aluminum shoe cover; see detail Bike Rack -
Manufacturer & Model No.: Madrax Model LBR-2 'Lofty' Bike Rack; galvanized steel; surface mount using mfr. tamper resistant zinc anchors and hardware; Color - ZINC GALVANIZED STEEL; see detail
Bus Stop Improvements Notes

1. Measurements shall be made from the intersecting curb face.

2. Measurements shown in the middle of new site furnishings shall be to the on center point of the base plate or footing.

3. Measurements to the edge of the bench shall be to the outside edge of the bench.

4. Measurements from the edge of the Right of Way (ROW) shall be to the actual ROW line as determined by a Land Surveyor licensed to survey in the state of California.

5. Sections of concrete sidewalk saw-cut and removed shall be considered approximate. Cut locations shall be marked by City representative in the field prior to start of work.

6. Contractor shall saw-cut at back of curb and at ROW line when, in the opinion of the field inspector or City representative, the removal of the existing concrete paving could damage the curbing or adjacent curbing/paving on private property. Contractor shall be solely responsible for damage to curbing or adjacent private property improvements and shall repair any damaged areas to the field inspector's satisfaction at Contractors expense.

7. Installation of foundations for shade shelters and area pole lights shall be done in the presence of City representative and/or field inspector.

8. Contractor shall be responsible for pedestrian barricades and warning markers during all work within the public ROW until completed to the satisfaction of the City representative.

9. All work shall conform to applicable sections of the Standard Plans for Public Works Construction, latest adopted edition, and the Standard Specifications for Public Works Construction, latest adopted edition, as wellas the details for each item in the Plans.

10. Bus shelters shall be installed so that they do not overhang into private property. Contractor shall consult with manufacturer for accurate measurements of back of shelter so that roof of shelter is aligned with the edge of ROW line in narrow areas, or One Inch inside of ROW line in wider sidewalk areas. The farthest extent of the shelter roof shall be no closer than Eighteen Inches to the face of the curb.

11. No bench or trash receptacle shall be closer than Three Feet to the back of the curb to maintain ADA compliance with the improvements.

12. New concrete paving shall be 2500psi at 28day min. strength w/ 4" max. slump; integrally colored; medium broom finish placed over properly leveled and compacted subgrade; see details New Atlantic Ave. Site Materials
New Median Paving -
Stamped concrete w/ integral color to match existing stamped concrete in existing medians; see Detail 1 on Sheet 39 New Atlantic Ave. Bus Stop Paving -
Concrete: Broom finish concrete with Davis Colors No. 61078 'Adobe' integral color; see Detail 2 on Sheet 39 Interlocking Pavers: Pacific Clay Products Inc. 2-1/4" 'Bear Path' interlocking brick pavers in a basket-weave pattern; Color: Randomly blend 75% Light Iron Spot & 25% Red Flashed; see Detail 2 on Sheet 39 Protect existing paving
As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 209 of 246 9/20/2024
18" 18'-6" 18" +/- 21'-4"
+/- 42'-10" verify in field
~4'-3" o.c.

CJ, typ.
5'-6" 12" 18"
o.c.
4'-0"
o.c.
3'-0"
o.c.
3'-4"
o.c.
18"
4'-0"
o.c.
2'-6"
18"
o.c.
5'-0" 12"
+/- 24'-9" verify in field
18'-6" 18"
3'-4"
o.c.
3'-0"
o.c.

LANTIC AVE
18" 18'-6" 18"
+/- 52'-4" verify in field
5'-0"
o.c.
12"
~4'-5"o.c.,
CJ, typ.
~4'-4"o.c.,
CJ, typ.
18"
o.c.
18"
o.c.
2'-3"
o.c.
3'-0"
o.c.
18"
o.c.
4'-0"
3'-0"
o.c.
2-BSD
L11
44 Public Works Dept. - Engineering Division

TWO WORKING DAYS BEFORE YOU DIG
Underground Service Alert
Know what'sbelow.

Call before you dig.

R
MARK REVISIONS BY APPR. DATE
BENCH MARK:

Sheet _____ of
_______Sheets
Project No.

LANDSCAPE SHEET TITLE:

RM
RECOMMENDED BY:CHECKED BY:DRAWN BY:

APPROVED
By: Ronald Bow
Interim Public Works Director
Date
Date Description Version No.

PROJECT NO. -
2323

PLAN DATE -
D RA C
I H T

OF TE LIF CA RO N
Exp. 5-31-26
IA
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NE
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A PE NDSCA L
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T V EK
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AN o. 3 N 18 3
9/4/24
ůĂŶĚƐĐĂƉĞ
ĂƌĐŚŝƚĞĐƚƵƌĞ
ϯϱнǇĞĂƌƐ

SUBMISSION HISTORY -

CLIENT INFO -
Transtech
13367 Benson Ave.

STR-003
Atlantic Ave. from Florence Ave. to Patata St.; Santa Ana St. at Salt Lake Ave.; & Wilcox Ave. from Live Oak St. to Cecelia St. 0 4' 8' 20' Scale: 1/4" = 1'-0"
Bus Stop Detail No. 3 - Atlantic NE of Elizabeth Int.

Scale: 1/4" = 1'-0"
Bus Stop Detail No. 4 - Atlantic SW of Elizabeth Int.
0 4' 8' 20'
manhole
cover
Face of curb
Saw-cut on inside of brick band to
preserve band during paving removal
Remove & reuse existing bus
signs; replace pole w/ new
Saw-cut conc. as necessary at this cold joint;
protect concrete beyond this joint towards corner
Existing concrete to remain; protect in place, typical
Remove & dispose of ex. shelter,
bench, & trash can
Protect existing paving
Protect existing curb
Hatching shows area of
demolition & improvements
D
E
B
C
A
F
G
Saw-cut conc. as necessary at this cold
joint; protect concrete beyond this joint
Extent of ROW towards corner
Existing concrete to remain;
protect in place, typical
Remove & dispose of ex. shelter,
bench, & trash can
Remove & reuse existing bus
signs; replace pole w/ new
Saw-cut concrete this approx. location
Saw-cut concrete this approx. location
Existing paving to remain; protect in place, typical
Protect existing paving
Protect existing curb
Hatching shows area of
demolition & improvements
A
Extent of ROW
traffic
signal
cabinet
Existing concrete to remain;
protect in place, typical
Saw-cut concrete; protect concrete
beyond this point towards corner
C
B D
E
F
G
Face of curb
Saw-cut concrete; protect
concrete beyond this point
Outline of shelter
H
H
G
Protect existing paving
Outline of shelter
Typ. control joint; ctr. on column
Typ. control joint; ctr. on column
Atlantic Ave. Bus Stop Details
G
I
I
Scale: 1/4" = 1'-0"
Bus Stop Detail No. 5 - Atlantic SE of Cecelia Int.

Existing brick band; see above
Remove & dispose of ex. shelter,
bench, & trash can
Remove & reuse existing bus sign;
replace pole w/ new
A B
D E C
F G
Extent of ROW
Protect existing paving
Saw-cut on cold joint to preserve conc.
paving outside of bus stop area during
paving removal
Existing concrete to remain; protect in place, typical
Saw-cut on inside of brick band to
preserve band during paving removal
Protect existing curb Hatching shows area of demolition & improvements G
streetlight pole
Face of curb
Saw-cut concrete; see above
Outline of shelter
Typ. control joint;
ctr. on column
H
I
0 4' 8' 20'
Notes

1. Saw-cut along insides of existing brick bands where they occur to protect brick banding during removal of existing concrete paving.

2. Saw-cut at back of curb and on existing control or cold joints to protect existing curbing and paving to remain during removal of existing concrete paving to be removed.

Bus Stop Details Symbol Legend
A Bike Rack
B Bench
C Bus Shelter Post, typical
D Trash Receptacle
E Solar Area Light
F Brick Pavers
G New Concrete Paving
H New Bus Route/Metro Sign Pylon
I Outline of shelter footing; see shelter details
As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 210 of 246 ED
ate 9/20/2024
18"
3'-0"
o.c.
3'-0"
o.c.
18" 18'-6"
6'-9"o.c. 21'-6"
18"
o.c.
18"
o.c.
5'-6" 12"
18"
18"
o.c.
2'-3"
o.c.
18" 21'-3"
+/- 41'-6" verify in field
3'-0"
3'-0" 12"
7'-0"o.c.

CJ - equal
spacing
10'-7 18" 12 +/- 5'-4" 18' " +/- 16'-0" +/- 10'-4"
3'-10"
o.c.
4'-9"
o.c.
18"
o.c.
5'-6" 12"
+/- 45'-3" verify in field
18"
o.c.
18"
o.c.
3-BSD
L12
44 Public Works Dept. - Engineering Division

TWO WORKING DAYS BEFORE YOU DIG
Underground Service Alert
Know what'sbelow.

Call before you dig.

R
MARK REVISIONS BY APPR. DATE
BENCH MARK:

Sheet _____ of
_______Sheets
Project No.

LANDSCAPE SHEET TITLE:

RM
RECOMMENDED BY:CHECKED BY:DRAWN BY:

APPROVED
By: Ronald Bow
Interim Public Works Director
Date
Date Description Version No.

PROJECT NO. -
2323

PLAN DATE -
D RA C
I H T

OF TE LIF CA RO N
Exp. 5-31-26
IA
T
CE
NE
T
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A
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A PE NDSCA L
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OR B
T V EK
I J
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AN o. 3 N 18 3
9/4/24
ůĂŶĚƐĐĂƉĞ
ĂƌĐŚŝƚĞĐƚƵƌĞ
ϯϱнǇĞĂƌƐ

SUBMISSION HISTORY -

CLIENT INFO -
Transtech
13367 Benson Ave.

STR-003
Atlantic Ave. from Florence Ave. to Patata St.; Santa Ana St. at Salt Lake Ave.; & Wilcox Ave. from Live Oak St. to Cecelia St.

Scale: 1/4" = 1'-0"
Bus Stop Detail No. 6 - Atlantic SW of Cecelia Int.
0 4' 8' 20' Scale: 1/4" = 1'-0" 0 4' 8' 20'
Bus Stop Detail No. 7 - Atlantic NW of Patata Int.

Scale: 1/4" = 1'-0"
Bus Stop Detail No. 8 - Atlantic NE of Patata Int.
0 4' 8' 20'
Remove & dispose of ex. bench, & trash can
Existing pole
Existing pole
Saw-cut on inside of brick band to
preserve band during paving removal
Saw-cut on cold joint to preserve conc. paving outside
of bus stop area during paving removal
Move bus stop improvements south to here
Protect existing curb
Protect existing paving
Existing paving to remain; protect in place, typical
Extent of ROW
existing pole
Face of curb
Existing brick band; see above existing pole
A
C
B
E
F
G
Saw-cut concrete, see above
Existing concrete to remain; protect in place, typical
Remove drive apron & construct new curb
gutter; see Engineer's plans
Hatching shows area of
demolition & improvements
Saw-cut on inside edge of brick band prior to
paving removal; saw-cut curb & gutter
Saw-cut on inside edge of brick band prior to
paving removal; saw-cut curb & gutter
Protect existing paving
Protect existing paving
Face of curb
Protect adjacent
paving
Protect adjacent
paving
C B D
E
F
Extent of ROW
Saw-cut on joint centered on
pole prior to paving removal
Saw-cut on control joint at apron
prior to paving removal
Remove & dispose of ex. shelter,
bench, & trash can
Remove & reuse bus stop
sign; install new pole
Saw-cut around all sides of curb opening catch
basin to protect curb, gutter, and paving
Hatching shows area of
demolition & improvements
Protect existing apron
Existing concrete to remain;
protect in place, typical
Extent of ROW B C
F G G
Saw-cut paving on inside
of brick band; see above
Saw-cut concrete on all sides of catch basin
Saw-cut concrete at apron
control joint; see above
A
Existing pole
Protect apron
Face of curb
D
H
Outline of shelter
Saw-cut paving on inside of
brick band; see above
A
G
H
H
G
Protect curb opening catch
basin; curb, gutter, and paving
Saw-cut on
this cold joint
Typ. control joint;
ctr. on column
E
D
Typ. control joint;
ctr. on column
Outline of shelter
Typ. control joint;
ctr. on column
Atlantic Ave. Bus Stop Details
I
Notes

1. Saw-cut along insides of existing brick bands where they occur to protect brick banding during removal of existing concrete paving.

2. Saw-cut at back of curb and on existing control or cold joints to protect existing curbing and paving to remain during removal of existing concrete paving to be removed.

Bus Stop Details Symbol Legend
A Bike Rack
B Bench
C Bus Shelter Post, typical
D Trash Receptacle
E Solar Area Light
F Brick Pavers
G New Concrete Paving
H New Bus Route/Metro Sign Pylon
I Outline of shelter footing; see shelter details
I
G
Move speed limit
sign; see eng. plans
As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 211 of 246 9/20/2024
Station 3+00 Matchline 0+00 3+0 2+00 1+00

KEEP KEEP
Matchline Station 3+00 R R R RY S +00 4+00
Scale: 1" = 10' NORTH Florence Ave. Intersection to Matchline (STA 0+00 to STA 3+00) 0 10' 20' 50' 44 Public Works Dept. - Engineering Division

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Date Description Version No.

PROJECT NO. -
2323

PLAN DATE -
D RA C
I H T

OF TE LIF CA RO N
Exp. 5-31-26
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9/4/24
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SUBMISSION HISTORY -

CLIENT INFO -
Transtech
13367 Benson Ave.

STR-003
Atlantic Ave. from Florence Ave. to Patata St.; Santa Ana St. at Salt Lake Ave.; & Wilcox Ave. from Live Oak St. to Cecelia St.

Irrigation Plan
1-IR
L13
Scale: 1" = 10' NORTHMatchline to End of Median (STA 3+00 to STA 4+48.5) 0 10' 20' 50' Irrigation Legend - Atlantic Avenue Medians
Sym Description (Qty.)
Point of Connection (P.O.C.)Backflow - Contractor shall remove any old piping or conc. slab / debris and install new piping from existing upstream pipe to new shut-off valve per the plans and details Ball Shut-off Valve (24)
Valve - Watts Lead Free Bronze Full Port Ball Shut-off Valve, NPT LFB6080G2-1 Order Code 0450104; line size Box - Christy B03 concrete valve box w/ reinforced concrete cover marked, SHUT OFF VALVE; see detail; Backflow Preventer Assembly (2)
Backflow - Wilkins Reduced Pressure Principle Backflow Preventer 975XL3; 1-1/4" Strainer - Wilkins Cast Bronze "Y"-type Strainer; 1-1/4" Press. Reg. - Wilkins Model 70XL; 1-1/4" (Install only if system pressure after the backflow is over 150psi, per the detail)
Enclosure - Le Meur Enclosures - Rounded Backflow Preventer Enclosure; Single Swing; GREEN POWDERCOAT FINISH RBF-86 (18"W. x 30"L. x 30"H.); Verify enclosure size is compatible with backflow unit size specified.

Install per mfr. Instructions
Controller (9)
Controller - Dig Corp. LEIT XRC-0X controller mounted on MCOLXL Mounting Column 51"; see detail. Install Dig Corp. LEIT MULTI-PRO Remote Hand-set; 1 Hand-set for the entire project. Contractor shall program hand-set to recognize each median controller and instruct Public Works staff in proper use Rain Sensor (9)
Sensor - Install Hunter Mini-Clik Wired Rain Sensor to mounting column and wire to a Dig Corp. SKIT-8821-4 Switch Type Sensor Adapter to properly connect sensor to controller; see detail Drip Valve (10)
Valve - Rain Bird XCZLF-100-PRF, Low Flow Control Zone Kit w/ PR Filter - 0.2 to 10GPM flow rate; 1"; use Dig Corp. LEMA 1600HE w/ 30-921 Solenoid adapters for use with the LEIT Controller; verify model numbers with manufacturer prior to ordering
Box - Christy B03 concrete valve box w/ reinforced concrete cover; see detail Bubbler Valve (9)
Valve - Rain Bird PE Series Valve 100-PEB, 0.25 to 300GPM flow rate; 1"; use Dig Corp LEMA Solenoid adapter for use with LEIT Controller; verify correct adapter with mfr. prior to ordering Box - Christy B03 concrete valve box w/ reinforced concrete cover; see detail Quick Coupling Valve (9)
Valve - Rain Bird 33-DRC Double Track Key Lug Rubber Cover, 3/4" Box - Christy B03 concrete valve box w/ reinforced concrete cover marked, QC; see detail Drip Irrigation
Lateral Pipe - Pipe from irrigation valve to drip station area with PVC Schedule 40 pipe, 3/4".

Dripper Line - Rain Bird XFD On-Surface Dripline (0.6GPH x 18"o.c. spacing) for each station zone, per the detail.

Staples - Rain Bird TDS-6500 Galvanized Tie-Down Stakes; loosely secure the tubing prior to mulching Sym Description (Qty.) - Continued
Tree Irrigation (160)
Bubblers - Rain Bird RWS-M-B-C-1401 Root Watering System Mini bubbler tubes.

0.25gpm; 2 per tree; see detail. Locate min 6' from trunks PipeLateral Pipe - 3/4" diameter PVC Schedule 40Lateral Pipe - 1" diameter PVC Schedule 40 Mainline Pipe - 1-1/4" diameter PVC Schedule 40, all places Pipe Sleeving - PVC Schedule 40 under walkways; Schedule 80 under roads; see detail &
S
S
Y
R
General Irrigation Notes

1. Irrigation plan is diagrammatic. Conflicts w/ paving and planting shall be resolved by the Contractor in the field. The routing of pipe, the location of valves and the location of the controllers shall be approximate as shown on the Plans.

2. All piping under paving shall be installed in pipe sleeving per the detail. Coordinate sleeve installation w/ the City representative.

3. Any new backflow preventers shall be oriented parallel to the street in order to protect them as much as possible from vehicles entering the median.

4. All valve boxes for shut-off valves, irrigation valves, and quick couplers, shall be Christy's B03 with reinforced concrete covers, or approved equal, installed against, and level with, the back of curb or concrete paving strip in the areas shown on the Plans; see detail.

5. Contractor shall install irrigation system as shown. Substitution of components shall be subject to the review & approval of the City and Landscape Architect. Contractor shall be responsible for obtaining any and all permits.

6. Contractor shall protect the piping connections at both ends of the irrigation mainline piping when it extends under the roadbed between medians, which occurs in a fewlocations. This existing pipe shall be reused to connect new Schedule 40 PVC pipe from the new irrigation mainline to the irrigation in medians downstream. Damage or destruction to the existing pipe which makes reconnection to that pipe with the new irrigation mainline impossible and which results in boring or street cutting and patching to restore the connection between medians shall be the sole responsibility of the Contractor and all costs associated with the boring or cut/patch shall be paid for at the Contractor's expense.

7. The 12 total Quercus engelmannii - Pasadena Oak trees shall have just the RWS tree tube without the bubbler installed. Contractor shall cap the pipe inside the tube so that the Oak trees are only getting water from the surrounding drip and not thesupplemental water from the tree bubbler stations. 2 1.0 trees
1 2.2 shrubs
Ex. tree, typical
New Root Watering System, locate not closer
than 6' from face of existing tree trunks, typical
Connect new shut-off valve in concrete box to existing mainline piping/sleeving under roadway, this approx. location. Verify location at corresponding median and pressure test line before connecting to new mainline; see legend and details New monument sign; see
Demo/Const. Plans & Detail drawings
New Leit controller w/ rain sensor; see legend and details As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 212 of 246 ED
ate
supple
9/20/2024

ATLANTIC
R R R R R R R R R R R R Y
S
6+00 7+00 8+00
14+00
Station 15+50 Matchline & S S R R R R R R R R R R R R R R R R R Y tD
+00 13+00 15+00
44 Public Works Dept. - Engineering Division

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MARK REVISIONS BY APPR. DATE
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LANDSCAPE SHEET TITLE:

RM
RECOMMENDED BY:CHECKED BY:DRAWN BY:

APPROVED
By: Ronald Bow
Interim Public Works Director
Date
Date Description Version No.

PROJECT NO. -
2323

PLAN DATE -
D RA C
I H T

OF TE LIF CA RO N
Exp. 5-31-26
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AN o. 3 N 18 3
9/4/24
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ϯϱнǇĞĂƌƐ

SUBMISSION HISTORY -

CLIENT INFO -
Transtech
13367 Benson Ave.

STR-003
Atlantic Ave. from Florence Ave. to Patata St.; Santa Ana St. at Salt Lake Ave.; & Wilcox Ave. from Live Oak St. to Cecelia St.

Scale: 1" = 10' NORTHMedian End to End (STA 05+18.85 to STA 8+58) 0 10' 20' 50'Scale: 1" = 10' NORTH End of Median to Matchline (STA 12+16 to STA 15+50) 0 10' 20' 50' Irrigation Plan
2-IR
L14
1 5.2
shrubs 2

3.0 trees
2 5.0 trees
1 8.4 shrubs
POC, verify exact location in field; verify
meter location with water company and City
New backflow preventer, see legend & details
Ex. water meter this approx. location, verify in field; TRACT 180 MUTUAL WATER DISTRICT
Ex. tree, typical
Ex. tree, typical
New Root Watering System, locate not closer
than 6' from face of existing tree trunks, typical New Leit controller w/ rain sensor; see legend and details New Leit controller w/ rain sensor; see legend and details Connect with existing mainline piping/sleeving under roadway, this approx. location. Verify location at corresponding median and pressure test line before connecting to new mainline Typical new tree; see Planting Plans New Root Watering System, locate not closer than 6' from face of existing tree trunks, typical; see detail for placement at new trees Connect new shut-off valve in concrete box to existing mainline piping/sleeving under roadway, this approx. location. Verify location at corresponding median and pressure test line before connecting to new mainline; see legend and details New shut-off valve, typical; see legend & details
Live Oak St.

Intersection
Hartle Ave.

Intersection
LIMIT LINE 5+66
LIMIT LINE 8+65
LIMIT LINE 12+00
As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 213 of 246 VED
Date 9/20/2024
16+00
Matchline Station 15+50 R R R 17+00 18+
Station 21+50 Matchline R Y R R R R R R R R R R R S 00 19+00 20+00 21+00 44 Public Works Dept. - Engineering Division

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MARK REVISIONS BY APPR. DATE
BENCH MARK:

Sheet _____ of
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LANDSCAPE SHEET TITLE:

RM
RECOMMENDED BY:CHECKED BY:DRAWN BY:

APPROVED
By: Ronald Bow
Interim Public Works Director
Date
Date Description Version No.

PROJECT NO. -
2323

PLAN DATE -
D RA C
I H T

OF TE LIF CA RO N
Exp. 5-31-26
IA
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NE
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A PE NDSCA L
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AN o. 3 N 18 3
9/4/24
ůĂŶĚƐĐĂƉĞ
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ϯϱнǇĞĂƌƐ

SUBMISSION HISTORY -

CLIENT INFO -
Transtech
13367 Benson Ave.

STR-003
Atlantic Ave. from Florence Ave. to Patata St.; Santa Ana St. at Salt Lake Ave.; & Wilcox Ave. from Live Oak St. to Cecelia St.

Scale: 1" = 10' NORTHMatchline to End of Median (STA 15+50 to STA 17+57) 0 10' 20' 50'Scale: 1" = 10' NORTH End of Median to Matchline (STA 18+34 to STA 21+50) 0 10' 20' 50' Irrigation Plan
3-IR
L15
2 6.0 trees
1 10.5 shrubs Ex. tree, typical
Ex. tree, typical
New Root Watering System, locate not closer
than 6' from face of existing tree trunks, typical
New Leit controller w/ rain sensor; see legend and details Typical new tree; see Planting Plans
New Root Watering System, locate not closer than 6' from face of existing tree trunks, typical; see detail for placement at new trees Connect new shut-off valve in concrete box to existing mainline piping/sleeving under roadway, this approx. location. Verify location at corresponding median and pressure test line before connecting to new mainline; see legend and details Connect new shut-off valve in concrete box to existing mainline piping/sleeving under roadway, this approx. location. Verify location at corresponding median and pressure test line before connecting to new mainline; see legend and details New shut-off valve, typical;
see legend & details
LIMIT LINE 18+00
LIMIT LINE 18+00
As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 214 of 246 ED
ate 9/20/2024

KEEP KEEP

CLEARCLEAR
Matchline Station 21+50
Station 24+50 Matchline R R R R R R R R R R FS R R 22+00 23+00 24+00 Matchline Station 24+50 R R R RY S 25+00 26+00 27+
44 Public Works Dept. - Engineering Division

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MARK REVISIONS BY APPR. DATE
BENCH MARK:

Sheet _____ of
_______Sheets
Project No.

LANDSCAPE SHEET TITLE:

RM
RECOMMENDED BY:CHECKED BY:DRAWN BY:

APPROVED
By: Ronald Bow
Interim Public Works Director
Date
Date Description Version No.

PROJECT NO. -
2323

PLAN DATE -
D RA C
I H T

OF TE LIF CA RO N
Exp. 5-31-26
IA
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CE
NE
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A PE NDSCA L
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OR B
T V EK
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AN o. 3 N 18 3
9/4/24
ůĂŶĚƐĐĂƉĞ
ĂƌĐŚŝƚĞĐƚƵƌĞ
ϯϱнǇĞĂƌƐ

SUBMISSION HISTORY -

CLIENT INFO -
Transtech
13367 Benson Ave.

STR-003
Atlantic Ave. from Florence Ave. to Patata St.; Santa Ana St. at Salt Lake Ave.; & Wilcox Ave. from Live Oak St. to Cecelia St.

Scale: 1" = 10' NORTHMatchline to End of Median (STA 21+50 to STA 23+20) 0 10' 20' 50'Scale: 1" = 10' NORTHMedian End to End (STA 23+96 to STA 26+60) 0 10' 20' 50' Irrigation Plan
4-IR
L16
2 1.0 trees
1 1.2 shrubs
Ex. tree, typical
Ex. tree, typical
New Root Watering System, locate not closer
than 6' from face of existing tree trunks, typical
New Leit controller w/ rain sensor; see legend and details Typical new tree; see Planting Plans
New Root Watering System, locate not closer than 6' from face of existing tree trunks, typical; see detail for placement at new trees Connect new shut-off valve in concrete box to existing mainline piping/sleeving under roadway, this approx. location. Verify location at corresponding median and pressure test line before connecting to new mainline; see legend and details LIMIT LINE 27+00
As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 215 of 246 D
e 9/20/2024
Station 30+50 Matchline R R R R R R R R R R R R R R R R S R R 00 28+00 29+00 30+00 KEEP
CLEAR
KEEP
CLEAR
Matchline Station 30+50 & R R R R R R R R R R R R Y
tD
31+00 32+00 33+00 34+
44 Public Works Dept. - Engineering Division

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LANDSCAPE SHEET TITLE:

RM
RECOMMENDED BY:CHECKED BY:DRAWN BY:

APPROVED
By: Ronald Bow
Interim Public Works Director
Date
Date Description Version No.

PROJECT NO. -
2323

PLAN DATE -
D RA C
I H T

OF TE LIF CA RO N
Exp. 5-31-26
IA
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NE
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A PE NDSCA L
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T V EK
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AN o. 3 N 18 3
9/4/24
ůĂŶĚƐĐĂƉĞ
ĂƌĐŚŝƚĞĐƚƵƌĞ
ϯϱнǇĞĂƌƐ

SUBMISSION HISTORY -

CLIENT INFO -
Transtech
13367 Benson Ave.

STR-003
Atlantic Ave. from Florence Ave. to Patata St.; Santa Ana St. at Salt Lake Ave.; & Wilcox Ave. from Live Oak St. to Cecelia St.

Scale: 1" = 10' NORTHMedian End to Matchline (STA 27+44.7 to STA 30+50) 0 10' 20' 50'Scale: 1" = 10' NORTHMatchline to End of Median (STA 30+50 to STA 32+26.5) 0 10' 20' 50' Irrigation Plan
5-IR
L17
2 7.5 trees
1 11.5 shrubs
POC, verify
exact location
New backflow preventer,
see legend Ex. tree, typical
New tree,
typical
Ex. tree, typical
Typical new tree; see Planting Plans
New Leit controller w/ rain sensor; see legend and details Ex. water meter this approx. location, verify in field; TRACT 180 MUTUAL WATER DISTRICT
New Root Watering System, locate not closer than 6' from face of existing tree trunks, typical; see detail for placement at new trees New Root Watering System, locate not closer than 6' from face of existing tree trunks, typical; see detail for placement at new trees Connect new shut-off valve in concrete box to existing mainline piping/sleeving under roadway, this approx. location. Verify location at corresponding median and pressure test line before connecting to new mainline; see legend and details Connect new shut-off valve in concrete box to existing mainline piping/sleeving under roadway, this approx. location. Verify location at corresponding median and pressure test line before connecting to new mainline; see legend and details to Santa Ana
St. Intersection
LIMIT LINE 27+00
LIMIT LINE 34+00
As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 216 of 246 D
te 9/20/2024
Station 39+50 Matchline R R R R R R R R R R R R R R +00 37+00 38+00 39+00 Matchline Station 39+50 R R R R R R R R R R R R R R R R R R R R R R R R R R R R Y S 40+00 41+00 42+00 43+ 44 Public Works Dept. - Engineering Division

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Call before you dig.

R
MARK REVISIONS BY APPR. DATE
BENCH MARK:

Sheet _____ of
_______Sheets
Project No.

LANDSCAPE SHEET TITLE:

RM
RECOMMENDED BY:CHECKED BY:DRAWN BY:

APPROVED
By: Ronald Bow
Interim Public Works Director
Date
Date Description Version No.

PROJECT NO. -
2323

PLAN DATE -
D RA C
I H T

OF TE LIF CA RO N
Exp. 5-31-26
IA
T
CE
NE
T
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A
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A PE NDSCA L
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OR B
T V EK
I J
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AN o. 3 N 18 3
9/4/24
ůĂŶĚƐĐĂƉĞ
ĂƌĐŚŝƚĞĐƚƵƌĞ
ϯϱнǇĞĂƌƐ

SUBMISSION HISTORY -

CLIENT INFO -
Transtech
13367 Benson Ave.

STR-003
Atlantic Ave. from Florence Ave. to Patata St.; Santa Ana St. at Salt Lake Ave.; & Wilcox Ave. from Live Oak St. to Cecelia St.

Scale: 1" = 10' NORTH End of Median to Matchline (STA 36+42 to STA 39+50) 0 10' 20' 50'Scale: 1" = 10' NORTHMatchline to End of Median (STA 39+50 to STA 42+70) 0 10' 20' 50' Irrigation Plan
6-IR
L18
3 10.5 trees
2 7.7 shrubs
1 7.7 shrubs
Ex. tree, typical
Ex. tree, typical
New tree, typical
New Root Watering System, locate not closer than 6' from face of existing tree trunks, typical; see detail for placement at new trees New Leit controller w/ rain sensor; see legend and details New tree, typical
New Root Watering System, locate not closer than 6' from face of existing tree trunks, typical; see detail for placement at new trees Connect new shut-off valve in concrete box to existing mainline piping/sleeving under roadway, this approx. location. Verify location at corresponding median and pressure test line before connecting to new mainline; see legend and details Connect new shut-off valve in concrete box to new mainline piping/sleeving under New shut-off valve, roadway, this approx. location; see legend and details typical; see legend
& details
Install new Schedule 80 pipe sleeve and new mainline under roadway to connect existing & new medians; see notes, legend, & details LIMIT LINE 36+00
LIMIT LINE 43+00
As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 217 of 246 9/20/2024
Station 48+50 Matchline R R R R R R R R R R R R R R Y 46+00 47+00 48+00 Matchline Station 48+50 R R R R R S 49+00 50+00
44 Public Works Dept. - Engineering Division

TWO WORKING DAYS BEFORE YOU DIG
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Call before you dig.

R
MARK REVISIONS BY APPR. DATE
BENCH MARK:

Sheet _____ of
_______Sheets
Project No.

LANDSCAPE SHEET TITLE:

RM
RECOMMENDED BY:CHECKED BY:DRAWN BY:

APPROVED
By: Ronald Bow
Interim Public Works Director
Date
Date Description Version No.

PROJECT NO. -
2323

PLAN DATE -
D RA C
I H T

OF TE LIF CA RO N
Exp. 5-31-26
IA
T
CE
NE
T
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A
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A PE NDSCA L
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OR B
T V EK
I J
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AN o. 3 N 18 3
9/4/24
ůĂŶĚƐĐĂƉĞ
ĂƌĐŚŝƚĞĐƚƵƌĞ
ϯϱнǇĞĂƌƐ

SUBMISSION HISTORY -

CLIENT INFO -
Transtech
13367 Benson Ave.

STR-003
Atlantic Ave. from Florence Ave. to Patata St.; Santa Ana St. at Salt Lake Ave.; & Wilcox Ave. from Live Oak St. to Cecelia St.

Scale: 1" = 10' NORTH End of Median to Matchline (STA 45+95 to STA 48+50) 0 10' 20' 50'Scale: 1" = 10' NORTHMatchline to End of Median (STA 48+50 to STA 50+27.5) 0 10' 20' 50' Irrigation Plan
7-IR
L19
2 4.5 trees
1 7.9 shrubs
Ex. tree, typical
New tree, typical; see Planting Plans
New Leit controller w/ rain sensor; see legend and details New tree, typical; see Planting Plans
New Root Watering System, locate not closer
than 6' from face of existing tree trunks, typical
New Root Watering System, see detail
for placement at new trees, typical
New shut-off valve, typical;
Connect new shut-off valve in concrete box to new mainline piping/sleeving under see legend & details roadway, this approx. location; see legend and details
Install new Schedule 80 pipe sleeve and new
mainline under roadway to connect existing &
new medians; see notes, legend, & details
Install new Schedule 80 pipe sleeve and new mainline under roadway to connect existing & new medians; see notes, legend, & details Connect new shut-off valve in concrete box to new mainline piping/sleeving under roadway, this approx. location; see legend and details LIMIT LINE 50+72.21 LIMIT LINE at 43+00
As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 218 of 246 ED
ate 9/20/2024
Station 53+50 Matchline R R Y R R R R S 51+00 52+00 53+00 Matchline Station 53+50 54+00 55+00 56+00 56+22
44 Public Works Dept. - Engineering Division

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Date
Date Description Version No.

PROJECT NO. -
2323

PLAN DATE -
D RA C
I H T

OF TE LIF CA RO N
Exp. 5-31-26
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9/4/24
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SUBMISSION HISTORY -

CLIENT INFO -
Transtech
13367 Benson Ave.

STR-003
Atlantic Ave. from Florence Ave. to Patata St.; Santa Ana St. at Salt Lake Ave.; & Wilcox Ave. from Live Oak St. to Cecelia St.

Scale: 1" = 10' NORTHEnd of Median to Matchline (STA 50+97 to STA 53+50) 0 10' 20' 50'Scale: 1" = 10' NORTHMatchline to End of Median (STA 53+50 to STA 54+58) 0 10' 20' 50' Irrigation Plan
8-IR
L20
2 1.5 trees
1 2.6 shrubs New tree, typical
New Leit controller w/ rain
sensor; see legend and details
New Root Watering System, see detail
for placement at new trees, typical
Connect new shut-off valve in concrete box to new mainline piping/sleeving under roadway, this approx. location; see legend and details Install new Schedule 80 pipe sleeve and new mainline under roadway to connect existing & new medians; see notes, legend, & details LIMIT LINE 56+22
LIMIT LINE 50+72.21
As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 219 of 246 D
e 9/20/2024
Station 3+00 Matchline 0+00 3+0 2+00 1+00

KEEP KEEP
Matchline Station 3+00 Pine Pine +00 4+00
Scale: 1" = 10' NORTH Florence Ave. Intersection to Matchline (STA 0+00 to STA 3+00) 0 10' 20' 50' 44 Public Works Dept. - Engineering Division

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APPROVED
By: Ronald Bow
Interim Public Works Director
Date
Date Description Version No.

PROJECT NO. -
2323

PLAN DATE -
D RA C
I H T

OF TE LIF CA RO N
Exp. 5-31-26
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A PE NDSCA L
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AN o. 3 N 18 3
9/4/24
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SUBMISSION HISTORY -

CLIENT INFO -
Transtech
13367 Benson Ave.

STR-003
Atlantic Ave. from Florence Ave. to Patata St.; Santa Ana St. at Salt Lake Ave.; & Wilcox Ave. from Live Oak St. to Cecelia St.

Planting Plan
1-PL
L21
Monument sign; see Demo/Const. Plans & Details
Existing banner pole;
protect in place
Scale: 1" = 10' NORTHMatchline to End of Median (STA 3+00 to STA 4+48.5) 0 10' 20' 50' Planting Legend - Atlantic Ave. Medians
LW
7,1
SM
8,1
CT
9,5
EC
15,1
SM
6,1
MR
3,5
Existing banner pole;
protect in place

1. Contractor shall exercise care during digging, resolving any utility or substructure conflicts in the field. Utilities locations shown are approximate. Contractor shallcall USA for mark-out and notify City Representative of conflicts with new tree locations for field adjustment prior to digging tree pits.

2. After DG removal and rake out, Contractor shall collect one soil sample from any of the existing medians on Atlantic and send to a soil testing laboratory for a Soil Management Report. Contractor shall provide a copy of the report to the City and Project Landscape Architect, and shall follow the guidelines in the report for all soil prep.

3. Contractor shall install plantings per the plans, details and specifications, and any applicable manufacturers specifications.

4. All planting areas shall be covered with a 3" minimum deep layer of coarse woody bark mulch. Contractor shall provide sample of mulch to City Representative for approval prior to purchase and installation.

5. Prior to mulching, contractor shall rake out all planting areas and adjust fine grade as necessary to conform to existing drain inlets.

6. All new trees shall be planted with root barriers per the Tree Planting detail.

Sym Botanical Name Common Name Qty. Size WUCOLS Remarks Trees -
AS Acacia stenophylla Shoestring Acacia 9 24" box Low Standard CP Chitalpa t. 'Pink Dawn' Chitalpa 14 24" box Low Standard Shrubs, Perennials, Succulents -
AA Arctotis acaulis 'Magenta' African Daisy 40 1 gal. Low CL Callistemon v. 'Little John' Dwarf Bottlebrush 288 5 gal. LowCT Carissa m. 'Tuttle' Natal Plum 250 5 gal. Low EC Elymus c. 'Canyon Prince' Cyn. Prince Wild Rye 109 1 gal. LowET Eriogonum f. 'Theodore Payne' California Buckwheat 188 1 gal. Low LW Lantana montevidensis - white White Lantana 102 1 gal. LowMR Muhlenbergia rigens Deer Grass 120 5 gal. Low RH Rosmarinus 'Huntington Carpet' Rosemary 168 1 gal. Low SM Salvia s. 'Mrs Beard' Creeping Sage 135 1 gal. Low
Ground Covers -
Hatch Symbol Botanical Name / Common Name Size Space WUCOLS (Sq.Ft. Area) Agave parryi / Parry's Agave 1 gal. 24" o.c. Very Low (673sf)Aloe 'Blue Elf' / Blue Elf Aloe 1 gal. 18" o.c. Low (802sf) Baileya multiradiata / Desert Marigold 1 gal. 18" o.c. Very Low (733sf)Bulbine frutescens / Bulbine 1 gal. 24" o.c. Low (597sf) Festuca i. 'Siskiyou Blue' / Blue Fescue 1 gal. 12" o.c. Low (324sf) Grindelia stricta / Coastal Gum Plant 1 gal. 30" o.c. Very Low (327sf) AB
3,5
Symbol

PLANT CALL-OUT SYMBOL
Qty.,Size
Planting Notes
As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 220 of 246 OVED
Date 9/20/2024

ATLANTIC
Koel.

Pod. Pod. Pod. Koel. Koel.
6+00 7+00 8+00
Station 15+50 Matchline Mag. Mag. Koel. Koel. Mag. Mag. +00 13+00 14+00 15+00 44 Public Works Dept. - Engineering Division

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RM
RECOMMENDED BY:CHECKED BY:DRAWN BY:

APPROVED
By: Ronald Bow
Interim Public Works Director
Date
Date Description Version No.

PROJECT NO. -
2323

PLAN DATE -
D RA C
I H T

OF TE LIF CA RO N
Exp. 5-31-26
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9/4/24
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SUBMISSION HISTORY -

CLIENT INFO -
Transtech
13367 Benson Ave.

STR-003
Atlantic Ave. from Florence Ave. to Patata St.; Santa Ana St. at Salt Lake Ave.; & Wilcox Ave. from Live Oak St. to Cecelia St.

Scale: 1" = 10' NORTHMedian End to End (STA 05+18.85 to STA 8+58) 0 10' 20' 50'Scale: 1" = 10' NORTH End of Median to Matchline (STA 12+16 to STA 15+50) 0 10' 20' 50' Planting Plan
2-PL
L22
EC
9,1
RH
16,1
Existing banner pole;
protect in place
ET
9,1 RH 11,1 CT 15,5
Existing banner pole;
protect in place
CL
12,5
CT
15,5
SM
11,1
MR
10,5
EC
6,1
RH
15,1
SM
8,1
MR
8,5 CP 1,24"
RH
16,1
ET
9,1
MR
9,5
CT
16,5
CL
9,5
ET
7,1
LW
9,1
CP
1,24"
CL
14,5
ET
13,1
EC
14,1
Existing banner pole;
protect in place
Live Oak St.

Intersection
Hartle Ave.

Intersection
LIMIT LINE 5+66
LIMIT LINE 8+65
LIMIT LINE 12+00
As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 221 of 246 OVED
Date 9/20/2024
Matchline Station 15+50 Mag. 16+00 17+00 18+
Station 21+50 Matchline Euc. Euc. Koel. Koel. Koel. Koel. 00 19+00 20+00 21+00 44 Public Works Dept. - Engineering Division

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Call before you dig.

R
MARK REVISIONS BY APPR. DATE
BENCH MARK:

Sheet _____ of
_______Sheets
Project No.

LANDSCAPE SHEET TITLE:

RM
RECOMMENDED BY:CHECKED BY:DRAWN BY:

APPROVED
By: Ronald Bow
Interim Public Works Director
Date
Date Description Version No.

PROJECT NO. -
2323

PLAN DATE -
D RA C
I H T

OF TE LIF CA RO N
Exp. 5-31-26
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AN o. 3 N 18 3
9/4/24
ůĂŶĚƐĐĂƉĞ
ĂƌĐŚŝƚĞĐƚƵƌĞ
ϯϱнǇĞĂƌƐ

SUBMISSION HISTORY -

CLIENT INFO -
Transtech
13367 Benson Ave.

STR-003
Atlantic Ave. from Florence Ave. to Patata St.; Santa Ana St. at Salt Lake Ave.; & Wilcox Ave. from Live Oak St. to Cecelia St.

Scale: 1" = 10' NORTHMatchline to End of Median (STA 15+50 to STA 17+57) 0 10' 20' 50'Scale: 1" = 10' NORTH End of Median to Matchline (STA 18+34 to STA 21+50) 0 10' 20' 50' Planting Plan
3-PL
L23
RH
9,1
MR
10,5
Existing banner pole;
protect in place
Existing banner pole;
protect in place
CP
1,24"
LW
8,1
CT
9,5
CL
12,5
ET
5,1
MR
13,5
SM
3,1
CL
26,5
SM
5,1
ET
15,1 CL 26,5
RH
26,1
LIMIT LINE 18+00
LIMIT LINE 18+00
As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 222 of 246 OVED
Date 9/20/2024

KEEP KEEP

CLEARCLEAR
Matchline Station 21+50
Station 24+50 Matchline Koel. Koel. Koel. Pod. Pod. 22+00 23+00 24+00 Matchline Station 24+50 Pod. Pod. 25+00 26+00 27+
44 Public Works Dept. - Engineering Division

TWO WORKING DAYS BEFORE YOU DIG
Underground Service Alert
Know what'sbelow.

Call before you dig.

R
MARK REVISIONS BY APPR. DATE
BENCH MARK:

Sheet _____ of
_______Sheets
Project No.

LANDSCAPE SHEET TITLE:

RM
RECOMMENDED BY:CHECKED BY:DRAWN BY:

APPROVED
By: Ronald Bow
Interim Public Works Director
Date
Date Description Version No.

PROJECT NO. -
2323

PLAN DATE -
D RA C
I H T

OF TE LIF CA RO N
Exp. 5-31-26
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A PE NDSCA L
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AN o. 3 N 18 3
9/4/24
ůĂŶĚƐĐĂƉĞ
ĂƌĐŚŝƚĞĐƚƵƌĞ
ϯϱнǇĞĂƌƐ

SUBMISSION HISTORY -

CLIENT INFO -
Transtech
13367 Benson Ave.

STR-003
Atlantic Ave. from Florence Ave. to Patata St.; Santa Ana St. at Salt Lake Ave.; & Wilcox Ave. from Live Oak St. to Cecelia St.

Scale: 1" = 10' NORTHMatchline to End of Median (STA 21+50 to STA 23+20) 0 10' 20' 50'Scale: 1" = 10' NORTHMedian End to End (STA 23+96 to STA 26+60) 0 10' 20' 50' Planting Plan
4-PL
L24
Existing banner pole;
protect in place
Existing banner pole;
protect in place
Existing banner pole;
protect in place
RH
20,1
ET
7,1
MR
8,5
EC
7,1
SM
19,1
ET
7,1
SM
11,1
MR
6,5
LW
7,1
CT
14,5
CL
7,5
LW
6,1
CP
1,24"
LIMIT LINE 27+00
As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 223 of 246 ROVED
Date 9/20/2024
Station 30+50 Matchline Koel. Koel. Koel. Pod. Pod. Pod. 00 28+00 29+00 30+00 KEEP
CLEAR
KEEP
CLEAR
Matchline Station 30+50 Pine Pine Pine 31+00 32+00 33+00 34+ 44 Public Works Dept. - Engineering Division

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BENCH MARK:

Sheet _____ of
_______Sheets
Project No.

LANDSCAPE SHEET TITLE:

RM
RECOMMENDED BY:CHECKED BY:DRAWN BY:

APPROVED
By: Ronald Bow
Interim Public Works Director
Date
Date Description Version No.

PROJECT NO. -
2323

PLAN DATE -
D RA C
I H T

OF TE LIF CA RO N
Exp. 5-31-26
IA
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A PE NDSCA L
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AN o. 3 N 18 3
9/4/24
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ĂƌĐŚŝƚĞĐƚƵƌĞ
ϯϱнǇĞĂƌƐ

SUBMISSION HISTORY -

CLIENT INFO -
Transtech
13367 Benson Ave.

STR-003
Atlantic Ave. from Florence Ave. to Patata St.; Santa Ana St. at Salt Lake Ave.; & Wilcox Ave. from Live Oak St. to Cecelia St.

Scale: 1" = 10' NORTHMedian End to Matchline (STA 27+44.7 to STA 30+50) 0 10' 20' 50'Scale: 1" = 10' NORTHMatchline to End of Median (STA 30+50 to STA 32+26.5) 0 10' 20' 50' Planting Plan
5-PL
L25
MR
11,5
ET
8,1
Existing banner pole;
protect in place
SM
8,1
CL
14,5
CP
1,24"
LW
11,1
CT
18,5
RH
15,1
CL
8,5
CT
17,5
CP
1,24"
CL
7,5 ET
7,1
CP
1,24"
CP
1,24"
CP
1,24"
Existing banner pole;
protect in place
CL
23,5
CT
35,5
CL
15,5
ET
7,1
LW
13,1
SM
10,1
CT
20,5
MR
6,5
to Santa Ana
St. Intersection
LIMIT LINE 27+00
LIMIT LINE 34+00
As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 224 of 246 OVED
Date 9/20/2024
Station 39+50 Matchline Pod. Koel. Koel. Koel. Pod. Euc. +00 37+00 38+00 39+00 Matchline Station 39+50 Euc. Euc. Euc. Pod. Pod. Pod. Pine Pine Pine Pod. Koel. Koel. Pod. 40+00 41+00 42+00 43+ 44 Public Works Dept. - Engineering Division

TWO WORKING DAYS BEFORE YOU DIG
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Call before you dig.

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BENCH MARK:

Sheet _____ of
_______Sheets
Project No.

LANDSCAPE SHEET TITLE:

RM
RECOMMENDED BY:CHECKED BY:DRAWN BY:

APPROVED
By: Ronald Bow
Interim Public Works Director
Date
Date Description Version No.

PROJECT NO. -
2323

PLAN DATE -
D RA C
I H T

OF TE LIF CA RO N
Exp. 5-31-26
IA
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A PE NDSCA L
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AN o. 3 N 18 3
9/4/24
ůĂŶĚƐĐĂƉĞ
ĂƌĐŚŝƚĞĐƚƵƌĞ
ϯϱнǇĞĂƌƐ

SUBMISSION HISTORY -

CLIENT INFO -
Transtech
13367 Benson Ave.

STR-003
Atlantic Ave. from Florence Ave. to Patata St.; Santa Ana St. at Salt Lake Ave.; & Wilcox Ave. from Live Oak St. to Cecelia St.

Scale: 1" = 10' NORTH End of Median to Matchline (STA 36+42 to STA 39+50) 0 10' 20' 50'Scale: 1" = 10' NORTHMatchline to End of Median (STA 39+50 to STA 42+70) 0 10' 20' 50' Planting Plan
6-PL
L26
Existing banner pole;
protect in place
Existing banner pole;
protect in place
SM
10,1
LW
12,1
EC
8,1
ET
13,1
CL
14,5
RH
14,1
LW
13,1
AA
7,1 ET 13,1
CP
1,24"
CL
58,5
CT
14,5
ET
8,1
CT
30,5
ET
11,1
CP
1,24"
LW
16,1
AA
13,1
ET
9,1
EC
7,1
CL
14,5
SM
10,1
EC
11,1
EC
8,1
ET
4,1
LIMIT LINE 36+00
LIMIT LINE 43+00
As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 225 of 246 VED
Date 9/20/2024
Station 48+50 Matchline 46+00 47+00 48+00
Matchline Station 48+50 49+00 50+00
44 Public Works Dept. - Engineering Division

TWO WORKING DAYS BEFORE YOU DIG
Underground Service Alert
Know what'sbelow.

Call before you dig.

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MARK REVISIONS BY APPR. DATE
BENCH MARK:

Sheet _____ of
_______Sheets
Project No.

LANDSCAPE SHEET TITLE:

RM
RECOMMENDED BY:CHECKED BY:DRAWN BY:

APPROVED
By: Ronald Bow
Interim Public Works Director
Date
Date Description Version No.

PROJECT NO. -
2323

PLAN DATE -
D RA C
I H T

OF TE LIF CA RO N
Exp. 5-31-26
IA
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NE
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A
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A PE NDSCA L
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T V EK
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AN o. 3 N 18 3
9/4/24
ůĂŶĚƐĐĂƉĞ
ĂƌĐŚŝƚĞĐƚƵƌĞ
ϯϱнǇĞĂƌƐ

SUBMISSION HISTORY -

CLIENT INFO -
Transtech
13367 Benson Ave.

STR-003
Atlantic Ave. from Florence Ave. to Patata St.; Santa Ana St. at Salt Lake Ave.; & Wilcox Ave. from Live Oak St. to Cecelia St.

Scale: 1" = 10' NORTH End of Median to Matchline (STA 45+95 to STA 48+50) 0 10' 20' 50'Scale: 1" = 10' NORTHMatchline to End of Median (STA 48+50 to STA 50+27.5) 0 10' 20' 50' Planting Plan
7-PL
L27
AS
1,24"
ET
8,1
AS
1,24"
MR
7,5
SM
17,1
CP
1,24"
CP
1,24"
AA
6,1
CT
14,5
CL
23,5
AS
1,24"
AS
1,24"
CP
1,24"
ET
12,1
EC
5,1
RH
13,1
EC
9,1
ET
8,1
MR
10,5
AA
9,1
MR
7,5
New banner pole; see
Demo/Const. Plans
AS
1,24"
AS
1,24"
New banner pole; see
Demo/Const. Plans
LIMIT LINE 50+72.21
LIMIT LINE at 43+00
As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 226 of 246 ROVED
Ronald Bow
Date 9/20/2024
Station 53+50 Matchline 51+00 52+00 53+00
Matchline Station 53+50 54+00 55+00 56+00 56+22
44 Public Works Dept. - Engineering Division

TWO WORKING DAYS BEFORE YOU DIG
Underground Service Alert
Know what'sbelow.

Call before you dig.

R
MARK REVISIONS BY APPR. DATE
BENCH MARK:

Sheet _____ of
_______Sheets
Project No.

LANDSCAPE SHEET TITLE:

RM
RECOMMENDED BY:CHECKED BY:DRAWN BY:

APPROVED
By: Ronald Bow
Interim Public Works Director
Date
Date Description Version No.

PROJECT NO. -
2323

PLAN DATE -
D RA C
I H T

OF TE LIF CA RO N
Exp. 5-31-26
IA
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NE
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A
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A PE NDSCA L
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OR B
T V EK
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AN o. 3 N 18 3
9/4/24
ůĂŶĚƐĐĂƉĞ
ĂƌĐŚŝƚĞĐƚƵƌĞ
ϯϱнǇĞĂƌƐ

SUBMISSION HISTORY -

CLIENT INFO -
Transtech
13367 Benson Ave.

STR-003
Atlantic Ave. from Florence Ave. to Patata St.; Santa Ana St. at Salt Lake Ave.; & Wilcox Ave. from Live Oak St. to Cecelia St.

Scale: 1" = 10' NORTHEnd of Median to Matchline (STA 50+97 to STA 53+50) 0 10' 20' 50'Scale: 1" = 10' NORTHMatchline to End of Median (STA 53+50 to STA 54+58) 0 10' 20' 50' Planting Plan
8-PL
L28
AA
5,1
CT
6,5
SM
9,1
EC
10,1
RH
13,1
AS
1,24" ET
8,1
CL
6,5
AS
1,24"
AS
1,24" MR
12,5
Monument sign; see Demo/Const. Plans & Details
New banner pole; see
Demo/Const. Plans
New banner pole; seeDemo/Const. Plans
LIMIT LINE 56+22
LIMIT LINE 50+72.21
As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 227 of 246 VED
Date 9/20/2024
2'-6"o.c. 1-6"o.c. 12"
126'-9"
28'-2" saw-cut to saw-cut
3'-0"
o.c.
2'-4"o.c.
2'-8"o.c.
2'-6"o.c.
18"o.c.
22'-0" saw-cut to saw-cut
2'-0"o.c.18"oc 18"oc
3'-0"
OC
3'-0" OC
4'-0"
0 8' 16'
44 Public Works Dept. - Engineering Division

TWO WORKING DAYS BEFORE YOU DIG
Underground Service Alert
Know what'sbelow.

Call before you dig.

R
MARK REVISIONS BY APPR. DATE
BENCH MARK:

Sheet _____ of
_______Sheets
Project No.

LANDSCAPE SHEET TITLE:

RM
RECOMMENDED BY:CHECKED BY:DRAWN BY:

APPROVED
By: Ronald Bow
Interim Public Works Director
Date
Date Description Version No.

PROJECT NO. -
2323

PLAN DATE -
D RA C
I H T

OF TE LIF CA RO N
Exp. 5-31-26
IA
T
CE
NE
T
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L
C
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A
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A PE NDSCA L
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OR B
T V EK
I J
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AN o. 3 N 18 3
9/4/24
ůĂŶĚƐĐĂƉĞ
ĂƌĐŚŝƚĞĐƚƵƌĞ
ϯϱнǇĞĂƌƐ

SUBMISSION HISTORY -

CLIENT INFO -
Transtech
13367 Benson Ave.

STR-003
Atlantic Ave. from Florence Ave. to Patata St.; Santa Ana St. at Salt Lake Ave.; & Wilcox Ave. from Live Oak St. to Cecelia St.

BUS-1
L29
Scale: 1/8" = 1'-0"
NORTH
Santa Ana St. at Salt Lake Ave.
12'
Bus Stop Improvements - SANTA ANA at SALT LAKE
Face of curb
Extent of ROW
face of curb
H
C
H
H
C
A K
E
G
H
F
J
Extent of ROW
J
D
G
E A
I
Align saw-cut with
corner of building
I

TRANSIT STOP CONSTRUCTION NOTES

1. Measurements shall be made from the intersecting curb face.

2. Measurements shown in the middle of new site furnishings shall be to the on center point of the base plate or footing.

3. Measurements to the edge of the bench shall be to the outside edge of the bench.

4. Measurements from the edge of the Right of Way (ROW) shall be to the actual ROW line as determined by a Land Surveyor licensed to survey in the state of California.

5. Sections of concrete sidewalk saw-cut and removed shall be considered approximate. Cut locations shall be marked by City representative in the field prior to start of work.

7. Installation of foundations for shade shelters and area pole lights shall be done in the presence of City representative and/or field inspector.

Contractor shall coordinate with utility companies prior to excavating for shelter and pole light foundations.

8. Contractor shall be responsible for pedestrian barricades and warning markers during all work within the public ROW until completed to the satisfaction of the City representative.

10. Bus shelters shall be installed so that they do not overhang into private property. Contractor shall consult with manufacturer for accurate measurements of back of shelter so that roof of shelter is aligned with the edge of ROW line in narrow areas, or One Inch inside of ROW linein wider sidewalk areas. The farthest extent of the shelter roof shall be no closer than Eighteen Inches to the face of the curb.

11. No bench or trash receptacle shall be closer than Three Feet to the back of the curb to maintain ADA compliance with the improvements.

12. New concrete paving for the Santa Ana, Cecelia, & Wilcox bus stops shall be 2500psi at 28day min. strength w/ 4" max. slump; plain grey; medium broom finish placed over properly leveled and compacted subgrade; see details Existing
Building
A
K
Ex. COMMUNICATIONS POLE;
verify location in field
D
NOTE:

THIS STOP IS BEING RELOCATED AS SHOWN AT RIGHT.

CONTRACTOR SHALL REMOVE EXISTING BUS STOP SIGN

POST FLUSH TO SIDEWALK SURFACE AND FILL HOLE WITH

QUICK-CRETE, OR EQUAL, NON-SHRINK GROUT TO FIELD

INSPECTOR'S SATISFACTION

NEW BUS STOP

LOCATION
Ex. guy wire anchor to be relocated by
communications co.; verify in field
New 'dog-legged' guy wire anchor by
communications co.; verify in field
F

OLD BUS STOP

LOCATION
As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 228 of 246 D
e 9/20/2024
1'-5"o.c., typ.
41'-0"
2'-9" o.c.
14'-9"o.c.
3'-0" o.c.
2'-0"o.c.
2'-0"o.c. 24'-6" Saw-cut to Saw-cut
1'-5"o.c., typ.
40'-0"
3'-0" o.c.
14'-6"
3'-0" o.c.
2'-0"o.c.
2'-0"o.c. 24'-6" Saw-cut to Saw-cut
3'-0"
min.
0 8' 16'
44 Public Works Dept. - Engineering Division

TWO WORKING DAYS BEFORE YOU DIG
Underground Service Alert
Know what'sbelow.

Call before you dig.

R
MARK REVISIONS BY APPR. DATE
BENCH MARK:

Sheet _____ of
_______Sheets
Project No.

LANDSCAPE SHEET TITLE:

RM
RECOMMENDED BY:CHECKED BY:DRAWN BY:

APPROVED
By: Ronald Bow
Interim Public Works Director
Date
Date Description Version No.

PROJECT NO. -
2323

PLAN DATE -
D RA C
I H T

OF TE LIF CA RO N
Exp. 5-31-26
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A PE NDSCA L
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9/4/24
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ϯϱнǇĞĂƌƐ

SUBMISSION HISTORY -

CLIENT INFO -
Transtech
13367 Benson Ave.

STR-003
Atlantic Ave. from Florence Ave. to Patata St.; Santa Ana St. at Salt Lake Ave.; & Wilcox Ave. from Live Oak St. to Cecelia St.

Bus Stop Improvements - WILCOX at LIVE OAK
BUS-2
L30
Scale: 1/8" = 1'-0"
NORTH
Wilcox Ave. at Live Oak St.
12'
face of
curb
face of
curb
face of curb
face of curb
ex. sidewalk
ex. sidewalk
South East of Intersection Bus Stop
North West of Intersection Bus Stop
D
E
I
G
F
H
J
C
extent of ROW
extent of ROW
C
D
E
G
H
H
F
I
J
A
A
H
K
A
A
K

NEW SANTA ANA & WILCOX BUS STOP SITE FURNISHINGS
Lighting -
Light Fixture: Sol 'EVERGEN' pole mounted solar area light w/ ACUITY BRANDS DXS0 D-Series Size 0 luminaire; semi-gloss Black powder coat finish
Pole:

Galvanized steel round taper pole in semi-gloss Black powder coat finish with square bolt cover; 10-ft. fixture mounting height from paving finish surface
Benches -
Bench - LONG: FORMS+SURFACES 'BALANCE BENCH' Model SBBAL-72NPC; Backless, 6' long w/ 2 intermediate arms in 'Slate Texture' powder coat arms & legs, Stainless Steel seat; Use mfr's stainless steel & epoxy Mounting Hardware Kit; see details
Bench - SHORT: FORMS+SURFACES 'VECTOR SEATING SYSTEM' Model SBVTR-24A-2E-0B; stand-alone, 2' long backless bench; extruded aluminum slats; 'SLATE TEXTURE' powder coat; Use mfr's surface mount Mounting Hardware Kit; see details
Trash Receptacle -
Manufacturer & Model No.: FORMS+SURFACES 'DISPATCH LITTER & RECYCLING RECEPTACLE'Model SLDIS-220; 45-gal. Split Stream with two 20-gal. black polyethylene liners in 'SLATE TEXTURE' powder coat; Graphics: Hinge side - 'Litter'; Latch side - 'Recycling'; Added Front Graphic: City of Cudahy Seal; see detail Mounting: Use mfr's surface mounting Mounting Hardware Kit; see details Bus Shelter -

SANTA ANA, CECELIA, AND WILCOX SHELTER
Manufacturer & Model No.: Tolar Manufacturing Co. Inc. Model 3 x 13 CRESCENT TRANSIT SHELTER; aluminum roof panels, perforated aluminum rear wall, aluminum escutcheon covers, & 2 LED integrated roof beam solar pucklights; in standard RAL powder coat color to be determined by City Metro Sign Pylon -
Manufacturer & Model No.: Tolar Manufacturing Co. Inc. METRO BUS STOP PYLON; RAL 9017 'TRAFFIC BLACK' powder coat finished aluminum; surface mount w/ stain. stl. hardware; spun aluminum shoe cover; see detail As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 229 of 246 OVED
Date 9/20/2024
45'-0"
96'-0" o.c.
3'-0" o.c.
1'-5"o.c.
3'-0" o.c.
14'-6" o.c.
3'-0" o.c.
1'-5"o.c., typ.
14'-6"o.c.
3'-0" o.c.
2'-0"o.c.
2'-0"o.c. 24'-6" Saw-cut to Saw-cut
2'-0"o.c.
2'-0"o.c. 24'-6" Saw-cut to Saw-cut
3'-0"
min.
3'-0"
min.
0 8' 16'
44 Public Works Dept. - Engineering Division

TWO WORKING DAYS BEFORE YOU DIG
Underground Service Alert
Know what'sbelow.

Call before you dig.

R
MARK REVISIONS BY APPR. DATE
BENCH MARK:

Sheet _____ of
_______Sheets
Project No.

LANDSCAPE SHEET TITLE:

RM
RECOMMENDED BY:CHECKED BY:DRAWN BY:

APPROVED
By: Ronald Bow
Interim Public Works Director
Date
Date Description Version No.

PROJECT NO. -
2323

PLAN DATE -
D RA C
I H T

OF TE LIF CA RO N
Exp. 5-31-26
IA
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A PE NDSCA L
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AN o. 3 N 18 3
9/4/24
ůĂŶĚƐĐĂƉĞ
ĂƌĐŚŝƚĞĐƚƵƌĞ
ϯϱнǇĞĂƌƐ

SUBMISSION HISTORY -

CLIENT INFO -
Transtech
13367 Benson Ave.

STR-003
Atlantic Ave. from Florence Ave. to Patata St.; Santa Ana St. at Salt Lake Ave.; & Wilcox Ave. from Live Oak St. to Cecelia St.

Bus Stop Improvements - WILCOX at CLARA
BUS-3
L31
Scale: 1/8" = 1'-0"
NORTH
Wilcox Ave. at Clara St.
12'
face of
curb
extent of ROW
face of curb
face of curb
J
F
H
D
C
A
G
E
H
I
E
D
C
A
G
J
F
I
H
extent of ROW
A
K
H
A
K

SYMBOL LEGEND
A Short Bench
B Long Bench
C Bus Shelter Column, typical
D Trash Receptacle
E Solar Area Light
F New Concrete Paving
G New Bus Route/Metro Sign Pylon
H Saw-cut Existing Paving
I 3 x 13 Shelter Outline
J Typical Control Joint; see details
K Outline of Shelter Footing; see details
As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 230 of 246 VED
Date 9/20/2024
49'-0"
3'-0" o.c.
3'-0" o.c.
14'-6" o.c.
2'-0"o.c.
2'-0"o.c. 24'-6" Saw-cut to Saw-cut
1'-5"o.c., typ.
42'-0"
1'-5"o.c., typ.
3'-0" o.c.
14'-6" o.c.
3'-0" o.c.
2'-0"o.c.
2'-0"o.c. 24'-6" Saw-cut to Saw-cut
3'-0"
min.
0 8' 16'
44 Public Works Dept. - Engineering Division

TWO WORKING DAYS BEFORE YOU DIG
Underground Service Alert
Know what'sbelow.

Call before you dig.

R
MARK REVISIONS BY APPR. DATE
BENCH MARK:

Sheet _____ of
_______Sheets
Project No.

LANDSCAPE SHEET TITLE:

RM
RECOMMENDED BY:CHECKED BY:DRAWN BY:

APPROVED
By: Ronald Bow
Interim Public Works Director
Date
Date Description Version No.

PROJECT NO. -
2323

PLAN DATE -
D RA C
I H T

OF TE LIF CA RO N
Exp. 5-31-26
IA
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CE
NE
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L
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A
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A PE NDSCA L
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OR B
T V EK
I J
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AN o. 3 N 18 3
9/4/24
ůĂŶĚƐĐĂƉĞ
ĂƌĐŚŝƚĞĐƚƵƌĞ
ϯϱнǇĞĂƌƐ

SUBMISSION HISTORY -

CLIENT INFO -
Transtech
13367 Benson Ave.

STR-003
Atlantic Ave. from Florence Ave. to Patata St.; Santa Ana St. at Salt Lake Ave.; & Wilcox Ave. from Live Oak St. to Cecelia St.

Bus Stop Improvements - WILCOX at ELIZABETH
BUS-4
L32
Scale: 1/8" = 1'-0"
NORTH
Wilcox Ave. at Elizabeth St.
12'
face of
curb
face of curb
face of curb
face of curb
C
F
J
A
E
D
I
H
H
D
C
A
G
E
I
F
J
H
extent of ROW
extent of ROW

SYMBOL LEGEND
A Short Bench
B Long Bench
C Bus Shelter Column, typical
D Trash Receptacle
E Solar Area Light
F New Concrete Paving
G New Bus Route/Metro Sign Pylon
H Saw-cut Existing Paving
I 3 x 13 Shelter Outline
J Typical Control Joint; see details
K Outline of Shelter Footing; see details
A
G
H
K
A
K
As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 231 of 246 VED
Date 9/20/2024
58'-0"
3'-0" o.c.
3'-0" o.c.
14'-6" o.c.
1'-5"o.c., typ.
45'-0"
3'-0" o.c.
3'-0" o.c.
14'-6" o.c. 2'-0"o.c.
2'-0"o.c. 24'-6" Saw-cut to Saw-cut
1'-5"o.c., typ. 3'-0"
min.
2'-0"o.c.
2'-0"o.c. 24'-6" Saw-cut to Saw-cut
3'-0"
min.
0 8' 16'
44 Public Works Dept. - Engineering Division

TWO WORKING DAYS BEFORE YOU DIG
Underground Service Alert
Know what'sbelow.

Call before you dig.

R
MARK REVISIONS BY APPR. DATE
BENCH MARK:

Sheet _____ of
_______Sheets
Project No.

LANDSCAPE SHEET TITLE:

RM
RECOMMENDED BY:CHECKED BY:DRAWN BY:

APPROVED
By: Ronald Bow
Interim Public Works Director
Date
Date Description Version No.

PROJECT NO. -
2323

PLAN DATE -
D RA C
I H T

OF TE LIF CA RO N
Exp. 5-31-26
IA
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CE
NE
T
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L
C
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A
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A PE NDSCA L
RE
OR B
T V EK
I J
M
AN o. 3 N 18 3
9/4/24
ůĂŶĚƐĐĂƉĞ
ĂƌĐŚŝƚĞĐƚƵƌĞ
ϯϱнǇĞĂƌƐ

SUBMISSION HISTORY -

CLIENT INFO -
Transtech
13367 Benson Ave.

STR-003
Atlantic Ave. from Florence Ave. to Patata St.; Santa Ana St. at Salt Lake Ave.; & Wilcox Ave. from Live Oak St. to Cecelia St.

Bus Stop Improvements - WILCOX at SANTA ANA
BUS-5
L33
Scale: 1/8" = 1'-0"
NORTH
Wilcox Ave. at Santa Ana St.
12'
face of
curb
face of
curb
face of curb
face of curb
C
I
B
G
E
D
H
H
F
J
C
A
G
E
D
A
H
H
J
extent of ROW I
extent of ROW

CECELIA ST

WILCOX AVE
1'-5"o.c., typ.
79'-0"
3'-0" o.c.
3'-0" o.c.
14'-6" o.c.
3'-0"
min.
2'-0"o.c.
2'-0"o.c. 24'-6" Saw-cut to Saw-cut
0 8' 16'
44 Public Works Dept. - Engineering Division

TWO WORKING DAYS BEFORE YOU DIG
Underground Service Alert
Know what'sbelow.

Call before you dig.

R
MARK REVISIONS BY APPR. DATE
BENCH MARK:

Sheet _____ of
_______Sheets
Project No.

LANDSCAPE SHEET TITLE:

RM
RECOMMENDED BY:CHECKED BY:DRAWN BY:

APPROVED
By: Ronald Bow
Interim Public Works Director
Date
Date Description Version No.

PROJECT NO. -
2323

PLAN DATE -
D RA C
I H T

OF TE LIF CA RO N
Exp. 5-31-26
IA
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CE
NE
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A
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A PE NDSCA L
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OR B
T V EK
I J
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AN o. 3 N 18 3
9/4/24
ůĂŶĚƐĐĂƉĞ
ĂƌĐŚŝƚĞĐƚƵƌĞ
ϯϱнǇĞĂƌƐ

SUBMISSION HISTORY -

CLIENT INFO -
Transtech
13367 Benson Ave.

STR-003
Atlantic Ave. from Florence Ave. to Patata St.; Santa Ana St. at Salt Lake Ave.; & Wilcox Ave. from Live Oak St. to Cecelia St.

Bus Stop Improvements - WILCOX at CECELIA - NE
BUS-6
L34
Scale: 1/8" = 1'-0"
NORTH
Wilcox Ave. at Cecelia St. - NE
12'
face of
curb
face of
curb
face of curb
A
C
I
G
E
D
H
H
F
extent of ROW

SYMBOL LEGEND
A Short Bench
B Long Bench
C Bus Shelter Column, typical
D Trash Receptacle
E Solar Area Light
F New Concrete Paving
G New Bus Route/Metro Sign Pylon
H Saw-cut Existing Paving
I 3 x 13 Shelter Outline
J Typical Control Joint; see details
K Outline of Shelter Footing; see details
A
J
K
As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 233 of 246 OVED
Date 9/20/2024
48'-0"
3'-0" o.c.
14'-6" o.c.
3'-0" o.c.
1'-5"o.c.
2'-0"
2'-0"o.c.
2'-0"o.c.
12'-0"
21'-6" Saw-cut to Saw-cut
2'-0"o.c.
14'-6" o.c. 3'-0"
o.c.
12"o.c.
3'-0" clr.
4'-6" verify in field
24'-6" Saw-cut to Saw-cut
3'-0"
min.
0 8' 16'
44 Public Works Dept. - Engineering Division

TWO WORKING DAYS BEFORE YOU DIG
Underground Service Alert
Know what'sbelow.

Call before you dig.

R
MARK REVISIONS BY APPR. DATE
BENCH MARK:

Sheet _____ of
_______Sheets
Project No.

LANDSCAPE SHEET TITLE:

RM
RECOMMENDED BY:CHECKED BY:DRAWN BY:

APPROVED
By: Ronald Bow
Interim Public Works Director
Date
Date Description Version No.

PROJECT NO. -
2323

PLAN DATE -
D RA C
I H T

OF TE LIF CA RO N
Exp. 5-31-26
IA
T
CE
NE
T
I
S
L
C
S
A
E

A PE NDSCA L
RE
OR B
T V EK
I J
M
AN o. 3 N 18 3
9/4/24
ůĂŶĚƐĐĂƉĞ
ĂƌĐŚŝƚĞĐƚƵƌĞ
ϯϱнǇĞĂƌƐ

SUBMISSION HISTORY -

CLIENT INFO -
Transtech
13367 Benson Ave.

STR-003
Atlantic Ave. from Florence Ave. to Patata St.; Santa Ana St. at Salt Lake Ave.; & Wilcox Ave. from Live Oak St. to Cecelia St.

Bus Stop Improvements
- WILCOX at CECELIA - SW & CECELIA at WILCOX - SW
BUS-7
L35
Scale: 1/8" = 1'-0"
NORTH
Wilcox Ave. at Cecelia St. - SW
& Cecelia St. at Wilcox - SW
12'
face of
curb
face of curb
ex. sidewalk
A
C
H
E
H
I J
A
F
E
D
C
A
G
I
J
F
extent of ROW
extent of ROW

This is a CART (Cudahy Area RapidTransit) bus stop, not a Metro stop. There is no Metro Pylon at this stop.

As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 234 of 246 ROVED
Date 9/20/2024
3'-0"
min.
1'-0"
typ.
1'-0"
typ.
6"
4"
2% or to
match ex., typ.
2'-6" varies; see plan 2'-6"
6"
2"
1'-0" varies; see plan 1'-0"
6"
3/4"
4" 2% or match
ex., typ.
1'-6" varies; see plan 1'-6" varies see plan
5"
3/4"
4"
5"
18"O.C.

M
Metro
260 XPQTPPLRXZZT XPQTPPLRXZZT
6"
M
Metro
260 XPQTPPLRXZZT XPQTPPLRXZZT
M
6"
44 Public Works Dept. - Engineering Division

TWO WORKING DAYS BEFORE YOU DIG
Underground Service Alert
Know what'sbelow.

Call before you dig.

R
MARK REVISIONS BY APPR. DATE
BENCH MARK:

Sheet _____ of
_______Sheets
Project No.

LANDSCAPE SHEET TITLE:

RM
RECOMMENDED BY:CHECKED BY:DRAWN BY:

APPROVED
By: Ronald Bow
Interim Public Works Director
Date
Date Description Version No.

PROJECT NO. -
2323

PLAN DATE -
D RA C
I H T

OF TE LIF CA RO N
Exp. 5-31-26
IA
T
CE
NE
T
I
S
L
C
S
A
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A PE NDSCA L
RE
OR B
T V EK
I J
M
AN o. 3 N 18 3
9/4/24
ůĂŶĚƐĐĂƉĞ
ĂƌĐŚŝƚĞĐƚƵƌĞ
ϯϱнǇĞĂƌƐ

SUBMISSION HISTORY -

CLIENT INFO -
Transtech
13367 Benson Ave.

STR-003
Atlantic Ave. from Florence Ave. to Patata St.; Santa Ana St. at Salt Lake Ave.; & Wilcox Ave. from Live Oak St. to Cecelia St.

DETAILS - PAVING & SITE FURNISHINGS
CONCRETE PAVING 1 NOT TO SCALE
5 TRASH / RECYCLING CONTAINER NOT TO SCALE
DET-1
L36
INTERLOCKING PAVERS & INTEGRAL COLOR CONCRETE 2 NOT TO SCALE LONG BENCH 3 NOT TO SCALE SHORT BENCH 4 NOT TO SCALE 6 BICYCLE RACK NOT TO SCALE

PLAN VIEW

PRODUCT
FORMS & SURFACES Model SBBAL-72N-2D Backless 'Balance' Bench 6 ft. long; Two Divider Arms; Surface Mounted to Concrete Paving; Color - SLATE TEXTURE (RAL 7013) w/ STAINLESS STEEL SEAT 1 2 3 4

TYPICAL CROSS-SECTION THRU MEDIAN AT SLABTYPICAL CROSS-SECTION THRU MEDIAN AT PLANTING AREA 1 2 5 6
LEGEND

1. Existing curb, typical; protect in place

2. 3/8" ashpalt impregnated expansion felt, typical

3. No. 3 rebar at 16"o.c. both ways; centered in slab

4. Tooled control joint where occurs; see plans

5. No. 4 rebar as shown w/ No. 3 crossties at 36"o.c.; center in pour, typical

6. Amended soil in planting area per soil report provided by Contractor

7. Color & stamp concrete surface to match existing medians on Atlantic Ave.; see note below

8. 95% Compacted subgrade, typical
NOTES

1. All concrete shall be 2500psi at 28 day min. strength; 4" max. slump; 3/8"r. all edges

2. Contractor shall create a 3'x3' concrete paving mockup with the stamping, dust on color, and any color release to demostrate to the field inspector or City representative the technique Contractor will use tomatch the existing median concrete paving as closely as possible, prior to installing the actual median concrete paving
7 7 7
8 8

TYPICAL CROSS-SECTION THRU BUS STOP PAVING FROM STREET TO ROW LINE 1 2
3 5
7 6
LEGEND

1. Existing curb, typical; protect in place

2. 3/8" ashpalt impregnated expansion felt, typical

3. Typical concrete band w/ No. 4 rebar as shown w/ No. 3 crossties at 36"o.c.; center in pour; medium broom finish; see notes

4. Pacific Clay 'Bear Path' interlocking pavers, 4"x2-1/4"x8" w/ Techniseal polymeric sand joints filled following sand mfr.'s specifications; see notes

5. Screeded sharp sand setting bed

6. 3/4" crushed rock base layer; compact to 95%

7. 95% Compacted subgrade, typical

8. Edge of Right-of-Way (ROW); verify location in field9. Adjacent existing paving to remain; protect in place; see plans

10. Typical concrete band w/ No. 3 rebar continuous as shown; medium broom finish; see notes11. Concrete sidewalk replacement: With integral color for Atlantic Ave. Bus Stops, and Without added color for Bus Stops on Santa Ana, Cecelia, and Wilcox; see notes NOTES

1. All concrete shall be 2500psi at 28 day min. strength; 4" max. slump; medium broom finish

2. Only Atlantic Ave. concrete shall have Davis, or approved equal, integral color No. 61078 'ADOBE'; stops on Santa Ana, Cecelia, and Wilcox shall be standard grey ready mix

3. Pacific Clay 'Bear Path' pavers shall be 2-1/4", in a blend of 75% LIGHT IRON SPOT & 25% RED FLASHED; install per mfr. specifications; see detail
4 8
street street
street

TYPICAL CROSS-SECTION THRU BUS STOP PAVING FROM STREET TO ROW LINE 9 9
private prop.
10 4 5
6 7
10 2 11
'Slate Texuture' powder coated
legs & divider arms
Divider arms (2)
Use mfr. anchor kit to surface
mount bench to paving
FOR BENCHES W/O SHELTERS:

Align side of bench with edge of ROW

PRODUCT PHOTO
Face of curb
NOTES

1. Benches under shelters shall be positioned per the Plans.

2. Use mfr.'s stainless steel & epoxy Mounting Hardware Kit to anchor the benches to the sidewalk.

PRODUCT PHOTO
'Slate Texuture' powder coated top & base
Use mfr. anchor kit to surface mount bench to paving
Split-Stream top for both trash and recycling
Order all trash receptacles with CITY SEAL mounted to front of body; install all receptacles so that SEAL faces the street

PRODUCT
FORMS & SURFACES Model SLDIS-220 'Dispatch' Litter & Recycling Receptacle, Split Stream; Surface Mount; Color - 'SLATE TEXTURE' (RAL 7013) . Order w/ CITY SEAL added to front of receptacle by mfr.

NOTES

1. Receptacles in bus stop areas other than Atlantic Ave. shall have be installed at the back of sidewalk to maintain 3'-0" minimum clearance past receptacle for ADA compliance; see plans.

2. Use mfr.'s stainless steel & epoxy Mounting Hardware Kit to anchor the benches to the sidewalk.

PRODUCT PHOTOPLAN VIEW
Typical edge of ROW

PRODUCT
MADRAX Model LBR-2 'Lofty' Bike Rack; Galvanized Steel; Surface Mount using mfr. tamper resistant zinc anchors and hardware; Color - ZINC GALVANIZED STEEL NOTES

1. Orient bike rack at each location as shown on the Plans parallel to street as shown above.

2. Use mfr.'s zinc anchors and fasteners to bolt rack to paving.

Zinc Galvanized Steel Pipe & Base Plate
Install bus route sign on each pole for every
bus stop. Use stainless steel hardware

PRODUCT
TOLAR MANUFACTURING CO. 'Metro Bus Stop Pylon':

Color - RAL 9017 'TRAFFIC BLACK' semi-gloss finish
NOTE
Contractor shall locate sign for each stop
in the presence of the City representative;
See plans and details for sign locations.
7 BUS STOP PYLON & SIGNAGE NOT TO SCALE

PRODUCT PHOTO

PRODUCT
FORMS+SURFACES 'VECTOR SEATING SYSTEM' Model SBVTR-24A-2E-0B; stand-alone, 2' long backless bench; extruded aluminum slats; 'Slate Texture' (RAL 7013) powder coat frame finish; 'Aluminum Texture'powder coat seat finish over aluminum slat seat; Use mfr's surface mount Mounting Hardware Kit NOTES

1. Center Short Bench between bus shelter columns as shown on the Plans.

2. Only stainless steel hardware shall be used for bench anchoring fasteners. 'Slate Texuture' powder coated
frame
Use mfr. anchor kit to surface
mount bench to paving
'Aluminum Texuture' powder
coated seat slats
As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 235 of 246

APPROVED
Date 9/20/2024
1 BUS SHELTER MANUFACTURER DETAILS - 5' x 17' SHELTER NOT TO SCALE DET-2
L37
44 Public Works Dept. - Engineering Division

TWO WORKING DAYS BEFORE YOU DIG
Underground Service Alert
Know what'sbelow.

Call before you dig.

R
MARK REVISIONS BY APPR. DATE
BENCH MARK:

Sheet _____ of
_______Sheets
Project No.

LANDSCAPE SHEET TITLE:

RM
RECOMMENDED BY:CHECKED BY:DRAWN BY:

APPROVED
By: Ronald Bow
Interim Public Works Director
Date
Date Description Version No.

PROJECT NO. -
2323

PLAN DATE -
D RA C
I H T

OF TE LIF CA RO N
Exp. 5-31-26
IA
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A PE NDSCA L
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AN o. 3 N 18 3
9/4/24
ůĂŶĚƐĐĂƉĞ
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ϯϱнǇĞĂƌƐ

SUBMISSION HISTORY -

CLIENT INFO -
Transtech
13367 Benson Ave.

STR-003
Atlantic Ave. from Florence Ave. to Patata St.; Santa Ana St. at Salt Lake Ave.; & Wilcox Ave. from Live Oak St. to Cecelia St.

DETAILS - 5 x 17 SHELTER
Project rground Service Alert RM APPR Dt D i ti Vi N PLAN DATE - P ANDSCA ůĂŶĚƐĐĂƉĞ SUBMISSION HISTORY - 9/4/2024

OT TO SCALE
BUS SHELTER MANUFACTURER DETAILS - 5' x 17' SHELTER

OT TO SCALE
BUS SHELTER MANUFACTURER DETAILS 5' 17' SHELTER

PRODUCT NOTES
TOLAR MANUFACTURING CO. 'Crescent Bus Shelter':

Standard RAL powder coat colors for Columns & Roof
Components shall be as determined by City
NOTE
Contractor or Manufacturer shall provide shop drawings and footing structural calculations for shelter trench foundation
As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 236 of 246 ROVED
Date
ROVED
9/20/2024
1 BUS SHELTER MANUFACTURER DETAILS - 3' x 13' SHELTER NOT TO SCALE DET-3
L38
44 Public Works Dept. - Engineering Division

TWO WORKING DAYS BEFORE YOU DIG
Underground Service Alert
Know what'sbelow.

Call before you dig.

R
MARK REVISIONS BY APPR. DATE
BENCH MARK:

Sheet _____ of
_______Sheets
Project No.

LANDSCAPE SHEET TITLE:

RM
RECOMMENDED BY:CHECKED BY:DRAWN BY:

APPROVED
By: Ronald Bow
Interim Public Works Director
Date
Date Description Version No.

PROJECT NO. -
2323

PLAN DATE -
D RA C
I H T

OF TE LIF CA RO N
Exp. 5-31-26
IA
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A
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A PE NDSCA L
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OR B
T V EK
I J
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AN o. 3 N 18 3
9/4/24
ůĂŶĚƐĐĂƉĞ
ĂƌĐŚŝƚĞĐƚƵƌĞ
ϯϱнǇĞĂƌƐ

SUBMISSION HISTORY -

CLIENT INFO -
Transtech
13367 Benson Ave.

STR-003
Atlantic Ave. from Florence Ave. to Patata St.; Santa Ana St. at Salt Lake Ave.; & Wilcox Ave. from Live Oak St. to Cecelia St.

DETAILS - 3 x 13 SHELTER
SCALE
SHELTER MANUFACTURER DETAILS - 3' x 13' SHELTER
NOTE
Contractor or Manufacturer shall provide shop drawings and footing structural calculations for shelter trench foundation

PRODUCT NOTES
TOLAR MANUFACTURING CO. 'Crescent Bus Shelter':

Standard RAL powder coat colors for Columns & Roof
Components shall be as determined by City
As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 237 of 246 ROVED
R ld B
Date 9/20/2024
8'-0"
Welcome to
Turkey Trot
Saturday!
Est. 1960 16"
7'-6" 18" 3'-0"
10'-4"
3'-0"
Compact subgrade to 95% min.

Prefab monument sign;
see notes
Section
Finish Grade
"CUDAHY"
1" deep x 12" high black
powder-coated aluminum LED back-lit letters,
'Corbel' style font, both sides of monument
"Welcome to"
3" deep x 10" high black
powder-coated aluminum letters,
'Lucida Handwriting' style font
"OPEN MINDS OPEN DOORS"
1" deep x 4" high black
powder-coated aluminum letters,
'Corbel' style font. Face towards adjoining
city only 10"
6'-0"
8" TYP
12" 12"
1"
1"
Top of
curb, typ.

Prefab monument sign; see notes
Prefab plinth; see notes
Prefab faux brick; see notes
Prefab sill; see notes
'CUDAHY' Letters, both sides of
monument
LED 4k HD programmable electronic
sign, both sides; see notes
(2) Steel support pipes; see notes
LED 4K HD programmable electronic
sign, both sides; see notes 'Welcome to' Letters, face towards adjoining city Prefab capital; see notes
Bear graphic; face towards
adjoining city only, see notes
City seal; face towards adjoining
city only, see notes
"Est. 1960"
1" deep x 5" high black
powder-coated aluminum letters,
'Corbel' style font. Face towards adjoining
city only
Elevation View in Median
8" TYP
"Est. 1960" letters,
this side only
LED light strips, typ.

LED light strips, typ.

1.5"d x 7.5"w black powder-coated aluminum base
2" TYP
2" brick step-back, typ.
2" brick step-back, typ.
2" TYP
2" brick step-back, typ.2" brick step-back, typ.
2" TYP
5" TYP
LED light strips, typ.
9" (3) Vista Pro 1182 well up-lights, this side only, space equally, see notes (4) #4 rebar horiz. cont., #4 rebar vert. @ 24" o.c.
both sides of footing, min. 3" embedment all sides
Provides chase(s) for power and
communication, per sign manufacturer's
requirements
CL Brick
Column
CL Brick
Column
CL
Letters
(3) Vista Pro 1182 well up-lights,
space equally, center on 'Est. 1960'
and brick columns, see notes
7"
6"
10"
2"
2"
LED strip light, this side only
Depth per mfr. shop
drawings & struct. calcs.
1 NEW CITY ENTRY MONUMENT SIGN NOT TO SCALE
DET-4
L39
44 Public Works Dept. - Engineering Division

TWO WORKING DAYS BEFORE YOU DIG
Underground Service Alert
Know what'sbelow.

Call before you dig.

R
MARK REVISIONS BY APPR. DATE
BENCH MARK:

Sheet _____ of
_______Sheets
Project No.

LANDSCAPE SHEET TITLE:

RM
RECOMMENDED BY:CHECKED BY:DRAWN BY:

APPROVED
By: Ronald Bow
Interim Public Works Director
Date
Date Description Version No.

PROJECT NO. -
2323

PLAN DATE -
D RA C
I H T

OF TE LIF CA RO N
Exp. 5-31-26
IA
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NE
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A PE NDSCA L
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OR B
T V EK
I J
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AN o. 3 N 18 3
9/4/24
ůĂŶĚƐĐĂƉĞ
ĂƌĐŚŝƚĞĐƚƵƌĞ
ϯϱнǇĞĂƌƐ

SUBMISSION HISTORY -

CLIENT INFO -
Transtech
13367 Benson Ave.

STR-003
Atlantic Ave. from Florence Ave. to Patata St.; Santa Ana St. at Salt Lake Ave.; & Wilcox Ave. from Live Oak St. to Cecelia St.

DETAILS - MONUMENT SIGN & BANNER POLE
2 BANNER POLES NOT TO SCALE

MANUFACTURER DETAILS
NOTES

1. Contact Gary Keller, South Coast Lighting & Design
at (949) 279-8850 ext. 104 |
[email protected]

2. The new banner poles for the two new medians shall
match the existing poles in all aspects of finish andinstallation GENERAL NOTES:

1. Sign fabricator: Bravo Sign & Design 714-284-0500; Contact: Frank Fiore

2. Monument: EPS foam core, Poly-Armor outer coat

3. Monument Finish and Color:

Brick = Cambridge Brick;
Plinth, Sill, Capital and 'Welcome to' Base = Purple Haze Stone Letters = Black Powder-Coated Aluminum
'Welcome to' Base = Black Powder-Coated Aluminum

4. Site built concrete sign base shall be 2500psi at 28days strength with 1" chamfered top edges.

5. LED Electronic Sign = 4k HD Programmable LED Sign

6. Lighting - LED Strip Lighting and Letter Backlit Lighting = 4000k Color Temperature

7. Lighting - (3) Vista Pro 1182 6.3 watt line voltage well lights. Model # 1182-AL-B-WF-40-B-DV-CX-ND-B34-7015-RBK. Aim fixtures to wash bottom 1/3 of monument. Install new PVC conduit, from nearest puul box. See Electrical Engineer plans

8. City Seal and Bear Seal = Graphics Provided by City

9. Use outdoor construction adhesive on base of sign to hold sign fast to concrete base.

10. Provide City Representative with sample of material for approval prior to purchase.11. Contractor shall install sign footing after receiving the sign from the mfr. to verify location of sign post holes and overall dimensions.

12. Contractor shall obtain shop drawings and engineering from sign manufacturer and submit to City for review and approval prior to fabrication and installation
As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 238 of 246 PROVED
Date
2 BANNER POL NOT TO N SCALE
9/20/2024
2'-0"

DIAMETER
3" CLR., TYP.

A
5'-0" min.
3" MIN.

CLEAR2'-0" DIA.

A
1 SOLAR AREA POLE LIGHTING NOT TO SCALE
DET-5
L40
44 Public Works Dept. - Engineering Division

TWO WORKING DAYS BEFORE YOU DIG
Underground Service Alert
Know what'sbelow.

Call before you dig.

R
MARK REVISIONS BY APPR. DATE
BENCH MARK:

Sheet _____ of
_______Sheets
Project No.

LANDSCAPE SHEET TITLE:

RM
RECOMMENDED BY:CHECKED BY:DRAWN BY:

APPROVED
By: Ronald Bow
Interim Public Works Director
Date
Date Description Version No.

PROJECT NO. -
2323

PLAN DATE -
D RA C
I H T

OF TE LIF CA RO N
Exp. 5-31-26
IA
T
CE
NE
T
I
S
L
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S
A
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A PE NDSCA L
RE
OR B
T V EK
I J
M
AN o. 3 N 18 3
9/4/24
ůĂŶĚƐĐĂƉĞ
ĂƌĐŚŝƚĞĐƚƵƌĞ
ϯϱнǇĞĂƌƐ

SUBMISSION HISTORY -

CLIENT INFO -
Transtech
13367 Benson Ave.

STR-003
Atlantic Ave. from Florence Ave. to Patata St.; Santa Ana St. at Salt Lake Ave.; & Wilcox Ave. from Live Oak St. to Cecelia St.

DETAILS - SOLAR AREA POLE LIGHT

PRODUCT
SOL 'EVERGEN' pole mounted solar area light; Color: BLACK POWDER COAT ^ŽůĂƌ>ŝŐŚƚWƌŽĚƵĐƚŽĚĞ͗

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Pole Product Code: sĂůŵŽŶƚ^ϯϰϬͲϱϬϬϲϭϱϬWŽůĞ͖ϱ͟ŝĂŵĞƚĞƌ͖ůĂĐŬƉŽǁĚĞƌĐŽĂƚƐƚĞĞů͖ ĂƌƚƌŽƵŶĚĐĂƐƚĂůƵŵŝŶƵŵďĂƐĞƉůĂƚĞĐŽǀĞƌ
NOTES

1. Finish paving in bus stop areas shall be placed on top of pole foundation per the section drawing at right. Fitter height above paving finish surface shall be 10'.

2. Any request by Contractor to substitute a different manufacturer for the solar area light shall demonstrate product equivalence for all system features.

EXCERPTED MANUFACTURER LITERATURE - See Complete System Overview in the Supplemental Specifications SECTION "A-A"

FOUNDATION SECTION - NTS
5"dia. Black powder coated steel pole
Grout gap after leveling & before
installing mfr. bolt cover
Concrete paving finished surface
Rebar cage; see
Section "A-A"
Undisturbed or Compacted
Subgrade, Typical
8 - #5 rebar
vertical
Anchor plate; see
mfr.'s specifications
Anchor plate
Typical anchor bolt
#3 rebar
spiral at
6"o.c.
g g g p g

2. Any request byContractor to substitute a different manufacturer for the solar area light shall demonstrate product equivalence for all system features.

NOTES

1. Finish paving in bus stop areas shall be placed on top of pole foundation per the section drawing at right. Fitter height above pavingfinish surface shall be 10'.

NOTES

s
Ͳϱ
P
^Ž
As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 239 of 246 ED
ate 9/20/2024

1. TYPICAL PAVING (FOR STREETS CONTRACTOR SHALL RESTORE EXISTING AC PAVING + 1" OVER COMPACTED TRENCH)

2. CLEAN BACKFILL, 95% MIN. COMPACTION

3. SCREENED NON-EXPANSIVE BACKFILL, 95% MIN. COMPACTION

4. PVC PIPE SLEEVES: 4" DIA. FOR 1 PIPE PASSING UNDER PAVING, 2 - 4"DIA.

MULTIPLE PIPE RUNS; SCH. 40 UNDER WALKWAYS; SCH. 80
UNDER ROADS; EXTEND SLEEVES 6" BEYOND EDGE OF PAVING

5. INSTALL DETECTABLE WARNING TAPE AT TOP OF TRENCH OVER EACH PIPE

AS NECESSARY
1 2
3 4
12" at walks
24" at roads
6"
3"
5 10"
MAX.
2"
MIN.

1. CHRISTY B03 CONCRETE VALVE BOX W/ REINFORCED CONCRETE COVER; COVER SHALL BE MARKED, "SHUT-OFF VALVE" ON TOP OF COVER

2. FINISH GRADE OR TOP OF MULCH

3. WATTS, OR APPROVED EQUAL, BRONZE FULL-PORT BALL VALVE, SEE LEGEND

4. BRASS UNION, LINE SIZE

5. SUPPORT BRICK (4), TYP.

6. 2" MIN. LAYER OF 3/4" CRUSHED ROCK

7. MAINLINE PIPE & FITTINGS TO AND FROM VALVE, SEE PLAN & LEGEND 1 2
7 5
3 4 6

1. Wilkins 975XL3 Lead Free Reduced pressure backflow preventer, see legend

2. Wilkins Model 70XL Pressure reducing valve only if static pressure as measured by Contractor is over 150psi, line size

3. Wilkins SXL Lead Free bronze wye strainer, line size

4. Brass or Type 'K' copper pipe & fittings to/from BFP unit, typical

5. Transition to Schedule 40 PVC w/ brass coupling and pvc male adapters only, typical. Inlet pressure from meter greater than 140psi shall require Sched 80 PVC pipe and fittings

6. Lead Free Brass ball valve, line size

7. Pour 3-1/2" thick, 2500psi conc. slab w/ med. broom finish, 3/8" r. tooled edges; size per Le Meur Manufacturing specified size requirements 12" MIN.
30" MAX.
5 FLOW
3 6
1 4
FLOW
7 2
Le Meur Manufacturing ModelRBF-86 SINGLE SWING, w/ GREEN POWDERCOAT FINISHBACKFLOW ENCLOSURE, or
approved equal; bolt to 2500 PSI
CONC. PAD, per Mfr. specs.
3"
Christy B03 conc. box w/ reinforced
conc cover; install box tight to paving;
mark top of lid, "QC"
Common brick (4) to level
and support box, typical
Common brick (4) to level
and support box
Use Sched. 80 PVC fittings
from Sched. 40 PVC
mainline to brass elbow
Brass Quick Coupling Valve
w/ rubber cover; see legend
#4x3' rebar stake w/ Stainless
Stl. clamps in 2 places min.

Brass nipple; size per Quick CouplerBrass elbow w/ Sch. 80 PVC male adapt.

Sch. 40 PVC mainline
Concrete maintenance walk
strip at back of curb
Typical curb
2"

1. Planter finish grade 2" below top of box

2. Christy B03 concrete valve box with reinf. conc. lid

3. Standard solenoid w/ valve ID tag

4. Automatic drip valve, see plan & legend

5. Pressure regulating filter

6. PVC Sched. 40 manifold inlet

7. PVC Class 200 lateral line to drip zone, see legend

8. 2" min. depth of 3/4" crushed rock under valves, typ.

9. Common brick supports (4), typ.
1 2 3
4 6
8 9
7 5
8 TREE
1 2
5 FINISH GRADE
9 6
7 5
1 3
4 2
8 10
9 1. ROOT BALL OF TREE

2. BACKFILL

3. REMOVABLE GRATE

4. RAIN BIRD .25GPM BUBBLER ON RISER

5. RAIN BIRD RWS-1401 ROOT WATERING SYSTEM MINI BUBBLER TUBE; 2 PER TREE

6. LOOSE COMPOSTED ORGANIC MATTER FILLING PIPE

7. SWING ASSEMBLY

8. CLASS 200 PVC LATERAL PIPE, SEE PLAN FOR SIZE9. ROOT BARRIER WHERE OCCURS, SEE PLANTING NOTES

10. NATIVE SOIL

SECTION
PLAN
PVC exhaust headerPVC SCH 40 tee or el (typical)
Barb x Male fitting: Rain Bird
XFF-MA fitting (typical)
Flush point (typical): See Rain
Bird detail "XFC Flush Point"
Perimeter of area
6"
NOTES:

1. 15"o.c. distance between lateral rows, 0.6gph emitters, 18"o.c. emitter spacing

2. Length of longest dripline lateral should not exceed the max. spacing shown in the accompanying table.

3. Use 17mm insert fittings.
2-3"
MULCH

DRIP MANIFOLD

BURIAL DEPTH
XFCV Dripline Maximum Lateral Lengths
(Feet)
Inlet Pressure psi
12" Spacing 18" Spacing
Nominal Flow (gph) Nominal Flow (gph)

0.6 0.9 0.6 0.9
20 192 136 254 215
30 289 205 402 337
40 350 248 498 416
50 397 281 573 477
60 436 309 637 529
Mulch
Finish grade
Operation indicator
Rain Bird Model: OPERIND
On-Surface Dripline: Rain Bird XF Series dripline
Potable: XFCV Series
NOTE:

1. Use Xeriman tool XM-TOOL to insert barb
transfer fitting directly into dripline tubing.

2. Van nozzle set to closed
15"
o.c.

Perimeter dripline pipe to be installed
6" from perimeter of area
On-surface Dripline: Rain Bird XF
Series dripline (typical)
Potable: XFCV DriplinePVC supply headerPVC drip manifold from Rain Bird Control Zone valve kit; 1" dia.

PVC SCH 40 riser pipe
Rain Bird XFCV On-Surface Dripline Operation Indicator
QC
Street paving
Curb
Stamped Conc. Maint. Walking Strip
Typical concrete box placement against
stamped conc. maintenance walk; label
all boxes for individual contents

1. Finish grade 2" below top of box

2. Christy B03 concrete valve box with reinf. conc. lid

3. Standard solenoid w/ valve ID tag

4. Automatic valve, see plan & legend

5. PVC Sch. 40 male adapter

6. PVC Class 200 lateral line to RWS tubes, see legend

7. 2" min. depth of 3/4" crushed rock under valves, typ.

8. Common brick supports (4), typ.

9. PVC Sch. 40 mainline

10.PVC Sch. 40 union
1 2
3 4
5 7
8 7
5 4
6 9 10
12"
LEIT

L E I T
Control

STATION MV/P
COMMON
STATION 1
STATION 2
18"
5 2
1 3
8 10
6 9
7 4

1. LEIT XRC-0X Controller

2. Terminal strip

3. 14 gauge controller wire

4. Clamps, spacer, and screws included w/ mounting column

5. LEIT KEY Programming Key

6. MCOLXL Long Galvanized steel mounting column

7. 12" x 18" concrete footing

8. Finish grade9. Compact subgrade under and around footing

10.Direct burial control wires to valves11.Hunter Mini-Clik wired sensor bolted to column. Order w/ SKIT Switch Sensor Adapter & install per Dig specifications 11 1. Cinch Tie, or approved equal, 4/tree

2. 2 - 2" dia. x 10' treated lodgepole stakes, min. 12" below bottom of hole. install stakes parallel to curb.
remove original nursery stakes after installinglodgepoles and cinch ties.

3. 'Gro-Power', or approved equal, fertilizer tablet, 7 gram

4. 'Deep Root Corp.', or equal, 24" root control barrier for all trees

5. 3/4" by No. 4 clean crushed rock around root control barrier

6. Amended soil backfill, see specs.

7. Loosen and recompact soil below root ball to min.
12" depth

8. Set crown of root ball 1" above finish grade
8 7
5 4
6 3
2 1
Depth of
Root Ball
2X Width of Root Ball

1. Typical new tree

2. Deep Root Corp. UB-24 root
barrier in surround application

3. 6" wide x full depth on outside of
root barrier filled with 3/4" crushed
rock

4. Adjacent planting area; see plans

5. Deep Root Corp. UB-24 root
barrier panel(s) at back of paving
strip when tree is less than 5 ft. on
center from paving

6. Maintenance concrete paving strip

7. Typical curb
1 2
5'-0"
MIN.
6 1

SURROUND APPLICATION -

TYPICAL PLAN VIEW

LINEAR APPLICATION -

TYPICAL PLAN VIEW
7 3
4 4
5 AS DEEP AS

ROOT BALL

1. Typical shrub, perennial, or groundcover plant

2. Set root ball slightly above finish grade

3. Amended backfill mix, see specifications

4. Earth berm for initial watering. Rake smooth prior to installing drip & mulch

5. Loosen and recompact soil below root ball to min. 3" depth

6. Gro-Power', or equal, fert. tablet, 7 gram use per manufac. specs., typ.

1.5X WIDTH OF

ROOT BALL
5 6
4 3
2 1

EQUAL SPACING
NOTE:

ALL PLANTS SHALL BE PLANTED AT EQUAL TRIANGULAR SPACING UNLESS

OTHERWISE INDICATED ON PLANS - SEE PLANTING LEGEND FOR SPACING

DISTANCES

EQUAL SPACING

EDGE OF PAVING

OR CURB
1/2 PLANT SPACING

EDGE OF TYPICALROOT BALL

TYPICAL PIPE SLEEVING

NOT TO SCALE
9 4
AUTOMATIC VALVE FOR BUBBLER STATIONS 10 NOT TO SCALE
TYPICAL BALL SHUT-OFF VALVE 1 NOT TO SCALE REDUCED PRESSURE BACKFLOW PREVENTER NOT TO SCALE TYPICAL VALVE BOX PLACEMENT 3 NOT TO SCALE QUICK COUPLING VALVE NOT TO SCALE 6 DRIP VALVE W/ PRESS. REG. FILTER NOT TO SCALE 7 NOT TO SCALE 11 TYPICAL TREE WATERING TUBE
NOT TO SCALE 12

RAIN BIRD DRIPLINE TYPICAL LAYOUT

NOT TO SCALE
44 Public Works Dept. - Engineering Division

TWO WORKING DAYS BEFORE YOU DIG
Underground Service Alert
Know what'sbelow.

Call before you dig.

R
MARK REVISIONS BY APPR. DATE
BENCH MARK:

Sheet _____ of
_______Sheets
Project No.

LANDSCAPE SHEET TITLE:

RM
RECOMMENDED BY:CHECKED BY:DRAWN BY:

APPROVED
By: Ronald Bow
Interim Public Works Director
Date
Date Description Version No.

PROJECT NO. -
2323

PLAN DATE -
D

RA C I H T
OF TE

LIF CA RO N
Exp. 5-31-26
IA
TCE
NE T
I S
L C S
A
E A
PE
NDSCA
L

RE OR B T V EK I J M AN
o. 3 N 18 3
9/4/24
ůĂŶĚƐĐĂƉĞ
ĂƌĐŚŝƚĞĐƚƵƌĞ
ϯϱнǇĞĂƌƐ

SUBMISSION HISTORY -

CLIENT INFO -
Transtech
13367 Benson Ave.

STR-003
Atlantic Ave. from Florence Ave. to Patata St.; Santa Ana St. at Salt Lake Ave.; & Wilcox Ave. from Live Oak St. to Cecelia St.

DETAILS - IRRIGATION & PLANTING
5 NOT TO SCALE
2 13 TYPICAL SHRUB PLANTING NOT TO SCALE 14 TYPICAL PLANT SPACING NOT TO SCALE DET-6
L41
NOTES:

1. All new concrete valve boxes shall be installed against the back of the stamped concrete maintenance strip and level to it. No new boxes shall be placed anywhere else in the median.

2. All box covers shall be labeled to describe their contents, as shown (QC for the quick coupling valve).
8 NOT TO SCALE SOLAR POWER IRRIGATION CONTROLLER

TYPICAL TREE PLANTING TYPICAL ROOT BARRIER PLACEMENT
As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 240 of 246 PROVED
Date 9/20/2024
Station 48+50 Matchline 46+00 47+00 48+00
Station 53+50 Matchline
Station 53 50
52+00 53+00
44 Public Works Dept. - Engineering Division

TWO WORKING DAYS BEFORE YOU DIG
Underground Service Alert
Know what'sbelow.

Call before you dig.

R
MARK REVISIONS BY APPR. DATE
BENCH MARK:

Sheet _____ of
_______Sheets
Drawing No.

SHEET TITLE:

RM
RECOMMENDED BY:CHECKED BY:DRAWN BY:

APPROVED
By: Ronald Bow
Interim Public Works Director
Date
Date Plan Name Version No. Description
PROJECT NO. -

SUBMISSION HISTORY - PLAN DATE -

CLIENT INFO -

LOST WEST
2629 Whitney Dr.

Alhambra, CA 91803
(323) 258-8214
09/4/2024
2323
Scale: 1" = 10' NORTH End of Median to Matchline (STA 45+95 to STA 48+50) 0 10' 20' 50'Scale: 1" = 10' NORTHMatchline to End of Median (STA 48+50 to STA 50+27.5) 0 10' 20' 50' Electrical Site Plan
1-ELEC
42 Notes -

1. Xxxx
As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 241 of 246

APPROVED
Date 9/20/2024

CUDAHY CITY LIMITS

BELL CITY LIMITS
Station 3+00
Matchline
Matchline
Station 3+00
Pine
+00 1+00 2+00 3+00
44 Public Works Dept. - Engineering Division

TWO WORKING DAYS BEFORE YOU DIG
Underground Service Alert
Know what'sbelow.

Call before you dig.

R
MARK REVISIONS BY APPR. DATE
BENCH MARK:

Sheet _____ of
_______Sheets
Drawing No.

SHEET TITLE:

RM
RECOMMENDED BY:CHECKED BY:DRAWN BY:

APPROVED
By: Ronald Bow
Interim Public Works Director
Date
Date Plan Name Version No. Description
PROJECT NO. -

SUBMISSION HISTORY - PLAN DATE -

CLIENT INFO -

LOST WEST
2629 Whitney Dr.

Alhambra, CA 91803
(323) 258-8214
09/4/2024
2323
Scale: 1" = 10' NORTHEnd of Median to Matchline (STA 3+00) 0 10' 20' 50' Electrical Site Plan
2-ELEC
43 As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 242 of 246 ROVED
Date 9/20/2024
44 Public Works Dept. - Engineering Division

TWO WORKING DAYS BEFORE YOU DIG
Underground Service Alert
Know what'sbelow.

Call before you dig.

R
MARK REVISIONS BY APPR. DATE
BENCH MARK:

Sheet _____ of
_______Sheets
Drawing No.

SHEET TITLE:

RM
RECOMMENDED BY:CHECKED BY:DRAWN BY:

APPROVED
By: Ronald Bow
Interim Public Works Director
Date
Date Plan Name Version No. Description
PROJECT NO. -

SUBMISSION HISTORY - PLAN DATE -

CLIENT INFO -

LOST WEST
2629 Whitney Dr.

Alhambra, CA 91803
(323) 258-8214
09/4/2024
2323
Symbol List, Single Line Diagram, Panel
3-ELEC
44 As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 243 of 246

PPROVED
Date 9/20/2024

TITLE SHEET

CITY OF CUDAHY

PUBLIC WORKS DEPARTMENT - ENGINEERING DIVISION
KERN
COUNTY
260TH RD LANCASTER VENTURA

VENTURA
PINES
COU
NTY
165TH
BIG

ANTELOPE
170TH
O

BERNARDINO SAN
G
J
COUNTY
SAN

BERNARDINO
COU
NTY
1 70TH RD LANCASTER

FORT TEJON
RD
140TH
E
ST E
30TH

ANTELOPE
10 TH

PALMDALE
AVENUE
AVENUE
P

AVENUE M
90TH
AVENUE
AVENUE
110TH
AVENUE
I
AVENUE
COUNTY

LOCATION MAP
N

E A ORANGE
COUNTY

PEARBLOSSOM

VICINITY MAP

TRAFFIC SIGNAL MODIFICATION PROJECT

ATLANTIC AVENUE
PREPARED BY: CITY OF CUDAHY
REVIEWED AND APPROVED BY :

ATLANTIC AVENUE AT CECILIA STREET

CECILIA STREET

CITY OF CUDAHY

TRAFFIC SIGNAL MODIFICATION PROJECT
PROJECT NO. STR - 003

CECILIA STREET
PROJECT NO. STR - 003
As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 244 of 246 REVIEWED AND APPROVED BY :
9/20/2024

ATLANTIC AVENUE AT CECILIA ST
PREPARED BY: CITY OF CUDAHY
REVIEWED AND APPROVED BY :

CECILIA STREET

ATLANTIC AVENUE

TRAFFIC SIGNAL PLAN

CITY OF CUDAHY

TRAFFIC SIGNAL MODIFICATION PROJECT
PROJECT NO. STR - 003
As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 245 of 246 REVIEWED AND APPROVED BY :
9/20/2024

ATLANTIC AVENUE AT CECILIA ST
PREPARED BY: CITY OF CUDAHY
REVIEWED AND APPROVED BY :

CECILIA STREET

ATLANTIC AVENUE

SIGNING AND STRIPING PLAN

CECILIA STREET

CITY OF CUDAHY

TRAFFIC SIGNAL MODIFICATION PROJECT
PROJECT NO. STR - 003

ATLANTIC AVENUE
DETAIL "A"
As Advertised Bid Package, City of Cudahy, Atlantic Avenue Complete Streets Improvement Project City Project No: STR-003 Document Control Page 246 of 246 REVIEWED AND APPROVED BY :
9/20/2024

Cudahy City CouncilDecember 17, 2024

Cudahy City Council
December 17, 2024