Agenda packet — El Centro City Council, June 3, 2025 (part 3 of 3)

95 Attachment A
EQUAL OPPORTUNITY STANDARD CONTRACT LANGUAGE:

ALL CONTRACTS AND SUBCONTRACTS

1. The Civil Rights, HCD and Age Discrimination Acts Assurances:

During the performance of this Contract, the City of El Centro assures that no otherwise qualified person shall be excluded from participation or employment, denied program benefits, or be subjected to discrimination based on race, color, national origin, gender, age or disability, under any program or activity funded by this contract, as required by Title VI of the Civil Rights Act of 1964, Title I of the Housing and Community Development Act of 1974, as amended, and the Age Discrimination Act of 1975, and all implementing regulations.

2. The Training, Employment and Contracting Opportunities for Business and Lower Income Persons Assurance of Compliance:
a) The work to be performed under this Contract is on a project assisted under a program providing direct Federal financial assistance from the Department of Housing and Urban Development and is subject to the requirements of Section 3 of the Housing and Urban Development Act of 1968, as amended, 12 U.S.C. 1701u. Section 3 requires that to the greatest extent feasible, opportunities for training and employment be given lower income residents of the project area and contracts for Work in connection with the project be awarded to business concerns which are located, or owned in substantial part by persons residing, in the area of the project.
b) The parties to this Contract will comply with the provisions of said Section 3 and the regulations issued pursuant thereto by the Secretary of Housing and Urban Development set forth in 24 CFR Part 135, and all applicable rules and orders of the Department issued thereunder prior to the execution of this contract. The parties to this Contract certify and agree that they are under no contractual or other disability which would prevent them from complying with these requirements.
c) The City of El Centro requires that the Contractor will send to each labor organization or representative of workers with which it has a collective bargaining agreement or other contract or understanding, if any, a notice advising the labor organization or worker's representative of the Contractor’s commitments under this Section 3 clause and in addition shall post copies of the notice in conspicuous places available to employees and applicants for employment or training.
d) The City of El Centro and the Contractor will include these Section 3 clauses in every Contract and subcontract for Work in connection with the project and will, at the direction of the State, take appropriate action pursuant to the Contract upon a finding that the City of El Centro or the Contractor or any subcontractor is in violation of regulations issued by the Secretary of Housing and Urban Development, 24 CFR Part 135 and, will not let any Contract unless the City of El Centro or the Contractor or any subcontractor has first provided it with a preliminary statement of ability to comply with the requirements of these regulations.

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96 e) Compliance with the provisions of Section 3, the regulations set forth in 24 CFR Part 135, and all applicable rules and orders of the Department issued thereunder prior to the execution of the Contract shall be a condition of the Federal financial assistance provided to the project, binding upon the City of El Centro, its successors and assigns. Failure to fulfill these requirements shall subject the City of El Centro, the Contractor and any subcontractors, its successors and assigns to those sanctions specified by the grant or contract through which Federal assistance is provided, and to such sanctions as are specified by 24 CFR Part 135.

3. State Nondiscrimination Clause:

1. During the performance of this Contract, the Contractor and its subcontractors shall not unlawfully discriminate against any employee or applicant for employment because of race, religious creed, color, national origin, ancestry, physical disability, mental disability, medical condition, genetic information, marital status, sex, age (over 40), gender, gender identity, gender expression or sexual orientation. The Contractor and any subcontractors shall ensure that the evaluation and treatment of their employees and applicants for employment are free of such discrimination. The Contractor and any subcontractors shall comply with the provisions of the Fair Employment and Housing Act (Government Code §§12900 et seq.) and the applicable regulations promulgated thereunder (California Code of Regulations, Title 2, section 7258.0 et seq.). The applicable regulations of the Fair Employment and Housing Commission implementing Government Code §12990, set forth in Chapter 5 of Division 4 of Title 2 of the California Code of Regulations are incorporated into this Contract by reference and made a part hereof as if set forth in full. The Contractor and its subcontractors shall give written notice of their obligations under this clause to labor organizations with which they have a collective bargaining or other agreement.

2. The Contractor shall include the nondiscrimination and compliance provisions of this clause in all subcontracts to perform work under the Contract.

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97 EQUAL OPPORTUNITY CLAUSE AND FEDERAL EQUAL EMPLOYMENT

OPPORTUNITY CONSTRUCTION CONTRACT SPECIFICATIONS
A. Equal Opportunity Clause. During the performance of this Contract, the Contractor agrees as follows:

1. The Contractor will not discriminate against any employee or applicant for employment because of race, color, religion, gender or national origin. The Contractor will take affirmative action to ensure that applicants are employed, and that employees are treated during employment without regard to their race, color, religion, gender or national origin.

Such action shall include, but not be limited to, employment, upgrading, demotion or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. The Contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided setting forth the provisions of this nondiscrimination clause.

2. The Contractor will, in all solicitations or advertisements for employees placed by or on behalf of the Contractor, state that all qualified applicants will receive consideration for employment without regard to race, color, religion, gender or national origin.

3. The Contractor will send to each labor union or representative of workers with which the Contractor has a collective bargaining agreement or other contract or understanding, a notice to be provided advising the said labor union or workers' representatives of the Contractor's commitments under this section, and shall post copies of the notice in conspicuous places available to employees and applicants for employment.

4. The Contractor will comply with all provisions of Executive Order 11246 of September 24, 1965, and of the rules, regulations and relevant orders of the Secretary of Labor.

5. The Contractor will furnish all information and reports required by Executive Order 11246 of September 24, 1965, and by rules, regulations and orders of the Secretary of Labor, or pursuant thereto, and will permit access to its books, records and accounts by the administering agency and the Secretary of Labor for purposes of investigation to ascertain compliance with such rules, regulations and orders.

6. In the event of the Contractor’s noncompliance with the discrimination clauses of this Contract or with any of the said rules, regulations or orders, this Contract may be canceled, terminated or suspended in whole or in part and the Contractor may be declared ineligible for further government contracts or Federally-assisted construction contracts in accordance with procedures authorized in Executive Order 11246 of September 24, 1965, and such other sanctions may be imposed and remedies invoked as provided in Executive Order 11246 of September 24, 1965, or by rules, regulations or orders of the Secretary of Labor, or as otherwise provided by law.

7. The Contractor will include the portion of the sentence immediately preceding section (1) and the provisions of sections (1) through (7) in every subcontract or purchase order unless exempted by rules, regulations or orders of the Secretary of Labor issued pursuant

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98 to section 504 of Executive Order 11246 of September 24, 1965, so that such provisions will be binding upon each subcontractor or vendor. The Contractor will take such action with respect to any subcontract or purchase order as the administering agency may direct as a means of enforcing such provisions, including sanctions for noncompliance; provided, however, that in the event the Contractor becomes involved in, or is threatened with, litigation with a subcontractor or vendor as a result of such direction by the administering agency, the Contractor may request the United States to enter into such litigation to protect the interests of the United States.

The City further agrees that it will be bound by the above equal opportunity clause with respect to its own employment practices when it participates in Federally-assisted construction work; provided, that if the applicant so participating is a State or local government, the above equal opportunity clause is not applicable to any agency, instrumentality or subdivision of such government which does not participate in work on or under the Contract.

The City agrees that it will assist and cooperate actively with the administering agency and the Secretary of Labor in obtaining the compliance of the Contractor and any subcontractors with the equal opportunity clause and the rules, regulations and relevant orders of the Secretary of Labor, that it will furnish the administering agency and the Secretary of Labor such information as they may require for the supervision of such compliance, and that it will otherwise assist the administering agency in the discharge of the agency's primary responsibility for securing compliance.

The City further agrees that it will refrain from entering into any contract or contract modification subject to Executive Order 11246 of September 24, 1965, with a contractor debarred from, or who has not demonstrated eligibility for, government contracts and Federally-assisted construction contracts, pursuant to the Executive Order and will carry out such sanctions and penalties for violation of the equal opportunity clause as may be imposed upon contractors and subcontractors by the administering agency or the Secretary of Labor pursuant to Part II, Subpart D of the Executive Order. In addition, the City agrees that if it fails or refuses to comply with these undertakings, the administering agency may take any or all of the following actions: cancel, terminate or suspend in whole or in part this grant (contract, loan, insurance, guarantee); refrain from extending any further assistance to the City under the program with respect to which the failure or refund occurred until satisfactory assurance of future compliance has been received from the City; and refer the case to the Department of Justice for appropriate legal proceedings.

B. Federal Equal Employment Opportunity Construction Contract Specifications.

1. As used in these specifications:
a. “Covered area” means the geographical area described in the solicitation from which this Contract resulted.
b. “Director” means Director, Office of Federal Contract Compliance Programs, United States Department of Labor, or any person to whom the Director delegates authority.

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99 c. “Employer identification number” means the Federal social security number used on the Employer's Quarterly Federal Tax Return, U.S. Treasury Department Form 941.
d. “Minority” includes:
(1) Black (all persons having origins in any of the Black African racial groups not of Hispanic origin).
(2) Hispanic (all persons of Mexican, Puerto Rican, Cuban, Central or South American or other Spanish culture or origin, regardless of race). (3) Asian and Pacific Islander (all persons having origins in any of the original peoples of the Far East, southeast Asia, the Indian subcontinent or the Pacific Islands).
(4) American Indian or Alaskan native (all persons having origins in any of the original peoples of North America and maintaining identifiable tribal affiliations through membership and participation or community identification).

2. Whenever the Contractor or any subcontractor at any tier, subcontracts a portion of the work involving any construction trade, it shall physically include in each subcontract in excess of ten thousand dollars ($10,000) the provisions of these specifications and the notice which contains the applicable goals for minority and female participation and which is set forth in the solicitations from which this Contract resulted.

3. If the Contractor is participating (pursuant to 41 CFR 60-4.5) in a Hometown Plan approved by the U. S. Department of Labor in the covered area either individually or through an association, its affirmative action obligations on all work in the plan area (including goals and timetables) shall be in accordance with that plan for those trades which have unions participating in the plan. The Contractor must be able to demonstrate his participation in and compliance with the provisions of any such Hometown Plan. The Contractor or any subcontractor participating in an approved plan is individually required to comply with its obligations under the EEO clause, and to make a good faith effort to achieve each goal under the plan in each trade in which it has employees. The overall good faith performance by other contractors or subcontractors toward a goal in an approved plan does not excuse the Contractor's or any subcontractor's failure to take good faith efforts to achieve the plan's goals and timetables.

4. The Contractor shall implement the specific affirmative action standards provided in sections 7.a. through 7.p. of these specifications. The goals set forth in the solicitation from which this Contract resulted are expressed as percentages of the total hours of employment and training of minority and female utilization the Contractor should reasonably be able to achieve in each construction trade in which it has employees in the covered area. Covered construction contractors performing construction work in geographical areas where they do not have a Federal or Federally-assisted construction

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contract shall apply the minority and female goals established for the geographical area where the work is being performed. Goals are published periodically in the Federal Register in notice form and such notices may be obtained from any Office of Federal Contract Compliance Programs or from Federal procurement contracting officers. The Contractor is expected to make substantially uniform progress in meeting its goals in each craft during the period specified.

5. Neither the provisions of any collective bargaining agreement, nor the failure by a union with whom the Contractor has a collective bargaining agreement, to refer either minorities or women shall excuse the Contractor's obligations under these specifications, Executive Order 11246, or the regulations promulgated pursuant thereto.

6. In order for the non-working training hours of apprentices and trainees to be counted in meeting the goals, such apprentices and trainees must be employed by the Contractor during the training period, and the Contractor must have made a commitment to employ the apprentices and trainees at the completion of their training, subject to the availability of employment opportunities. Trainees must be trained pursuant to training programs approved by the U.S. Department of Labor.

7. The Contractor shall take specific affirmative actions to ensure equal employment opportunity. The evaluation of the Contractor's compliance with these specifications shall be based upon its effort to achieve maximum results from its actions. The Contractor shall document these efforts fully and shall implement affirmative action steps at least as extensive as the following:
a. Ensure and maintain a working environment free of harassment, intimidation and coercion at all sites, and in all facilities at which the Contractor's employees are assigned to work. The Contractor, where possible, will assign two or more women to each construction project. The Contractor shall specifically ensure that all foremen, superintendents and other on-site supervisory personnel are aware of and carry out the Contractor's obligation to maintain such a working environment, with specific attention to minority or female individuals working at such sites or in such facilities.
b. Establish and maintain a current list of minority and female recruitment sources, provide written notification to minority and female recruitment sources and to community organizations when the Contractor or its unions have employment opportunities available, and maintain a record of the organizations' responses.
c. Maintain a current file of the names, addresses and telephone numbers of each minority and female off-the-street applicant and minority or female referral from a union, a recruitment source or community organization and of what action was taken with respect to each such individual. If such individual was sent to the union hiring hall for referral and was not referred back to the Contractor by the union or, if referred, not employed by the Contractor, this shall be documented in the file with the reason therefore,

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along with whatever additional actions the Contractor may have taken. d. Provide immediate written notification to the Director when the union or unions with which the Contractor has a collective bargaining agreement has not referred to the Contractor a minority person or woman sent by the Contractor or when the Contractor has other information that the union referral process has impeded the Contractor's efforts to meet its obligations. e. Develop on-the-job training opportunities and/or participate in training programs for the area which expressly include minorities and women, including upgrading programs and apprenticeship and trainee programs relevant to the Contractor's employment needs, especially those programs funded or approved by the Department of Labor. The Contractor shall provide notice of these programs to the sources compiled under 7.b. above. f. Disseminate the contractor's EEO policy by providing notice of the policy to unions and training programs and requesting their cooperation in assisting the Contractor in meeting its EEO obligations; by including it in any policy manual and collective bargaining agreement; by publicizing it in the company newspaper, annual report, etc.; by specific review of the policy with all management personnel and with all minority and female employees at least once a year; and by posting the company EEO policy on bulletin boards accessible to all employees at each location where construction work is performed.
g. Review at least annually, the company's EEO policy and affirmative action obligations under these specifications with all employees having any responsibility for hiring, assignment, layoff, termination or other employment decisions, including specific review of these items with on-site supervisory personnel such as superintendents, general foremen, etc., prior to the initiation of construction work at any job site. A written record shall be made and maintained identifying the time and place of these meetings, persons attending, subject matter discussed, and disposition of the subject matter.
h. Disseminate the Contractor's EEO policy externally by including it in any advertising in the news media, specifically including minority and female news media, and providing written notification to and discussing the Contractor's EEO policy with other contractors and subcontractors with whom the Contractor does or anticipates doing business. i. Direct its recruitment efforts, both oral and written, to minority, female and community organizations, to schools with minority and female students and to minority and female recruitment and training organizations serving the Contractor's recruitment area and employment needs. Not later than one (1) month prior to the date for the acceptance of applications for apprenticeship or other training by any recruitment source, the Contractor shall send written notification to organizations such as the above, describing the openings,

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screening procedures and tests to be used in the selection process. j. Encourage present minority and female employees to recruit other minority persons and women and, where reasonable, provide after-school summer and vacation employment to minority and female youth both on the site and in other areas of the Contractor's workforce.
k. Validate all tests and other selection requirements where there is an obligation to do so under 41 CFR Part 60.3.
l. Conduct at least annually, an inventory and evaluation at least of all minority and female personnel for promotional opportunities and encourage these employees to seek or to prepare for, through appropriate training, etc., such opportunities.
m. Ensure that seniority practices, job classifications, work assignments and other personnel practices, do not have a discriminatory effect by continually monitoring all personnel and employment related activities to ensure that the EEO policy and the Contractor's obligations under these specifications are being carried out.
n. Ensure that all facilities and company activities are non-segregated except that separate or single-user toilet and necessary changing facilities shall be provided to assure privacy between the sexes.
o. Document and maintain a record of all solicitations of offers for subcontracts from minority and female construction contractors and suppliers, including circulation of solicitations to minority and female contractor associations and other business associations.
p. Conduct a review, at least annually, of all supervisors' adherence to and performance under the contractor's EEO policies and affirmative action obligations.

8. The Contractor is encouraged to participate in voluntary associations which assist in fulfilling one or more of their affirmative action obligations (7.a. through 7.p.). The efforts of a contractor association, joint contractor-union, contractor-community or other similar group of which the Contractor is a member and participant, may be asserted as fulfilling any one or more of its obligations under 7.a. through 7.p. of these specifications provided that the Contractor actively participates in the group, makes every effort to assure that the group has a positive impact on the employment of minorities and women in the industry, ensures that the concrete benefits of the program are reflected in the Contractor's minority and female workforce participation, makes a good faith effort to meet its individual goals and timetables, and can provide access to documentation which demonstrates the effectiveness of actions taken on behalf of the Contractor. The obligation to comply, however, is the Contractor's and failure of such a group to fulfill an obligation shall not be a defense for the Contractor's noncompliance.

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9. A single goal for minorities and a separate single goal for women have been established.

The Contractor, however, is required to provide equal employment opportunity and to take affirmative action for all minority groups, both male and female, and all women, both minority and non-minority. Consequently, the Contractor may be in violation of the Executive Order if a particular group is employed in a substantially disparate manner (for example, even though the Contractor has achieved its goals for women generally, the contractor may be in violation of the Executive Order if a specific minority group of women is under-utilized).

10. The Contractor shall not use the goals and timetables or affirmative action standards to discriminate against any person because of race, color, religion, gender or national origin.

11. The Contractor shall not enter into any subcontract with any person or firm debarred from government contracts pursuant to Executive Order 11246.

12. The Contractor shall carry out such sanctions and penalties for violation of these specifications and of the Equal Opportunity Clause, including suspension, termination and cancellation of existing subcontracts as may be imposed or ordered pursuant to Executive Order 11246, as amended, and its implementing regulations, by the Office of Federal Contract Compliance Programs. Any contractor who fails to carry out such sanctions and penalties shall be in violation of these specifications and Executive Order 11246, as amended.

13. The Contractor, in fulfilling its obligations under these specifications, shall implement specific affirmative action steps, at least as extensive as those standards prescribed in section 7 of these specifications, so as to achieve maximum results from its efforts to ensure equal employment opportunity. If the Contractor fails to comply with the requirements of the Executive Order, the implementing regulations or these specifications, the Director shall proceed in accordance with 41 CFR 60-4.8.

14. The Contractor shall designate a responsible official to monitor all employment-related activity to ensure that the company's EEO policy is being carried out, to submit reports relating to the provisions hereof as may be required by the government and to keep records. Records shall at least include for each employee the name, address, telephone number, construction trade, union affiliation, if any, employee identification number when assigned, social security number, race, gender, status (e.g., mechanic, apprentice, trainee, helper or laborer), dates of changes in status, hours worked per week in the indicated trade, rate of pay and locations at which the work was performed. Records shall be maintained in an easily understandable and retrievable form; however, to the degree that existing records satisfy this requirement, the Contractor shall not be required to maintain separate records.

15. Nothing herein provided shall be construed as a limitation upon the application of other laws which establish different standards of compliance or upon the application of requirements for the hiring of local or other area resident (e.g., those under the Public Works Employment Act of 1977 and the Community Development Block Grant Program).

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16. By the submission of this bid, the bidder, offeror, applicant or subcontractor certifies that he does not maintain or provide for his employees any segregated facility at any of his establishments, and that he does not permit employees to perform their services at any location under his control where segregated facilities are maintained. He certifies further that he will not maintain or provide for employees any segregated facilities at any of his/her establishments, and he will not permit employees to perform their services at any location under his/her control where segregated facilities are maintained. The bidder, offeror, applicant or subcontractor agrees that a breach of this certification is a violation of the Equal Opportunity Clause of this Contract. As used in this certification, the term "segregated facilities" means any waiting rooms, work areas, rest rooms and wash rooms, restaurants and other eating areas, time clocks, locker rooms and other storage or dressing areas, parking lots, drinking fountains, recreation or entertainment areas. transportation and housing facilities provided for employees which are segregated by explicit directive or are in fact segregated on the basis of race, color, religion or national origin, habits, local custom or otherwise. He further agrees that (except where he has obtained identical certifications from proposed subcontractors for specific time periods) he will obtain identical certifications from proposed subcontractors prior to the award of subcontracts exceeding ten thousand dollars ($10,000) which are not exempt from the provisions of the Equal Opportunity Clause; that he will retain such certifications in his files; and that he will forward the following notice to such proposed subcontractors (except where proposed subcontractors have submitted identical certifications for specific time periods).

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Attachment B
CDBG STANDARD CONTRACT LANGUAGE – ALL CONTRACTS AND

SUBCONTRACTS

EQUAL OPPORTUNITY

1. The Civil Rights, Housing and Community Development and Age Discrimination Acts Assurances
During the performance of this Contract, the City of El Centro and the Consultant both assure that no otherwise qualified person shall be excluded from the participation or employment, denied program benefits, or be subjected to discrimination based on race, color, national origin, gender, age or disability, under any program or activity funded by this Contract, as required by Title VI of the Civil Rights Act of 1964, Title I of the Housing and Community Development act of 1974, as amended, and the Age Discrimination Act of 1975, the Fair Housing Act of 1988, and all implementing regulations.

2. Rehabilitation Act of 1973 and the “504 Coordinator” The City of El Centro agrees to implement the Rehabilitation Act of 1973, as amended, and its regulations, 24 CFR Part 8, including, but not limited to, for Grantees with fifteen (15) or more permanent full or part time employees, the local designation of a special person charged with local enforcement of this Act, as the “504 Coordinator.”

3. The Training, Employment and Contracting Opportunities Assurance of Compliance:
a. The work to be performed under this Contract is on a project assisted under a program providing direct Federal financial assistance from the Department of Housing and Urban Development and is subject to the requirements of Section 3 of the Housing and Urban Development Act of 1968, as amended, 12 U.S.C. 1701u. Section 3 requires that to the greatest extent feasible, opportunities for training and employment be given lower income residents of the project area and contracts for work in connection with the project be awarded to business concerns which are located, or owned in substantial party by persons residing, in the area of the project.
b. The parties to this Contract will comply with the provisions of said Section 3 and the regulations issued pursuant thereto by the Secretary of Housing and urban Development set forth in 24 CFR part 135, and all applicable rules and orders of the Department issued thereunder prior to the execution of this Contract. The parties to this Contract certify and agree that they are under no contractual or other disability, which would prevent them from complying with these requirements.
c. The City of El Centro will send to each labor organization or representative of workers with which he has a collective bargaining agreement or other contract or understanding, if any, a notice advertising the said labor organization or worker’s representative of his commitments under this Section 3 clause and shall post copies of the notice in conspicuous places available to employees and applicants for employment or training.

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d. The City of El Centro and the Contractor will include these Section 3 clauses in the Contract and subcontract for work in connection with the project and will, at the direction of the State, take appropriate action pursuant to the Contract upon a finding that the City of El Centro or the Contractor is in violation of regulations issued by the Secretary of Housing and Urban Development, 24 CFR Part 135 and, will not let any contract unless the City of El Centro or the Contractor has first provided it with a preliminary statement of ability to comply with the requirement of these regulations. e. Compliance with the provisions of Section 3, the regulations set forth in 24 CFR Part 135, and all applicable rules and orders of the Department issued thereunder prior to the execution of the Contract shall be condition of the Federal financial assistance provided to the project, binding upon the City of El Centro, its successors and assigns. Failure to fulfill these requirements shall subject the City of El Centro, the Contractor, its successors and assigns to those sanctions specified by the grant or the Contract through which Federal assistance is provided, and to such sanctions as are specified by 24 CFR Part 135.

4. State Nondiscrimination Clause
a. During the performance of this Contract City of El Centro and the Contractor shall not unlawfully discriminate, harass or allow harassment, against any employee or applicant for employment because of race, religion, color, national origin, ancestry, physical disability, medical condition (cancer), physical disability (including HIV and AIDS), marital status, age (over 40), gender, denial of family and medical leave and denial of pregnancy leave. The Contractor shall insure that the evaluation and treatment of his employees and applicants for employment are free of such discrimination and harassment. The Contractor shall comply with the provisions of the Fair Employment and Housing Act (Government Code section 12900 et seq.) and the applicable regulations promulgated under (California Code of Regulations, Title 2, section 7258.0 et seq.) The applicable regulations of the Fair Employment and Housing Commission implementing Government Code section 12990(a-f), set forth in Chapter 5, of Division 4 of Title 2 of the California Code of Regulations, are incorporated into this Contract by reference and made a part hereof as if set forth in full. City of El Centro and the Contractor shall give written notice of their obligations under this clause to labor organizations with which they have a collective bargaining or other agreement.
b. City of El Centro and the Contractor shall include the nondiscrimination and compliance provisions of this clause in all subcontract to perform work under the Contract.

5. Americans with Disabilities Act (ADA) of 1990
By signing this Contract, the parties to this Contract assure the State that they will comply with the Americans with Disabilities Act (ADA) of 1990, (42 USC 12101 et seq.), which prohibits discrimination on the basis of disability as well as all applicable regulations and guidelines issued pursuant to the ADA.

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6. Assurance of Compliance with Requirements Placed on Construction Contracts of Ten Thousand Dollars ($10,000) or More
The City of El Centro and the Contractor hereby agree to place in every contract for construction exceeding ten thousand dollars ($10,000) the Notice of Requirement for Affirmative Action to ensure Equal Employment Opportunity (Executive Order 11246), the Standard Equal Employment Opportunity, Construction Contract Specifications. The City of El Centro furthermore agrees to insert the appropriate Goals and Timetable issued by the U.S. Department of Labor in the Contract and all subcontracts.

7. Drug Free Workplace Certification
The City of El Centro and the Contractor hereby agree to abide by the State Drug Free Workplace rules and regulations as defined in Attachment A of the City’s 2000 Economic Development Planning/Technical Assistance grant agreement with the Department of Housing and Community Development.

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Attachment C

ADDITIONAL CDBG COMPLIANCE REQUIREMENTS

1. LABOR STANDARDS – FEDERAL LABOR STANDARDS PROVISIONS The City of El Centro and the Contractor shall cause or require to be inserted in full, in all such contracts subject to such regulations, provisions meeting the requirements of:

Davis-Bacon Act (40 USC 276a-5) requires that workers receive no less than the prevailing wages being paid for similar work in their locality. Prevailing wages are computed by the Department of Labor and are issued in the form of Federal wage decisions for each classification of work. The law applies to most construction, alteration or repair contracts of two thousand dollars ($2,000).

Copeland “Anti-Kickback” Act (47 USC 276c) requires that workers be paid at least once per week without any deductions or rebates except permissible deductions.

Contract Work Hours and Safety Standards Act – CWHSSA (40 USC 327-333) requires that workers receive “overtime” compensation at a rate of one and one half (1.5) times their regular hourly wage after they have worked forty (40) hours in one (1) week.

Title 29. Code of Federal Regulations. Subtitle A. Parts 1. 3. and 5 are the regulations and procedures issued by the Secretary of Labor for the administration and enforcement of the Davis-Bacon Act, as amended.

2. CLEAN AIR AND WATER/ENVIRONMENTAL REGULATIONS
The City of El Centro and the Contractor agree to abide by the State rules and regulations regarding such matters as clean air and water and environment regulations.

3. NLRB CERTIFICATION/PROCUREMENT/PROGRAM INCOME/UNIFORM ADMIN

REQUIREMENTS
The City of El Centro and the Contractor agree to abide by the State rules and regulations regarding such matters as NLRB, procurement, program income and uniform administrative requirements.

4. ANTI-LOBBYING CERTIFICATION
The City of El Centro shall require that the language of this certification be included in the Contract and all subcontracts entered into in connection with this grant activity and that all subrecipients shall certify and disclose accordingly.

This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into this transaction imposed by section 1352, Title 31, U.S. Code. Any person who fails to file the required certification shall be subject to a civil penalty of not less than ten thousand dollars ($10,000) and no more than one hundred thousand dollars ($100,000) for such failure.

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The undersigned certifies, to the best of his or her knowledge or belief, that:
a. No Federal appropriated funds have been paid or will be paid, by or on behalf of it, to any person for influencing or attempting to influence an officer or employee of any agency, a Member of Congress, an officer or employee of Congress or an employee of a Member of Congress in connection with the awarding of any Federal contract, the making of any Federal grant, the making of any Federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment or modification of any Federal contract, grant, loan or cooperative agreement. b. If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any agency, a Member of Congress, an officer or employee of Congress or an employee of a Member of Congress in connection with this Federal contract, grant, loan or cooperative agreement, it will complete and submit Standard Form – LLL, “Disclosure Form to Report Lobbying,” in accordance with its instructions.

5. Bonus or Commission. Prohibition Against Payments
The assistance provided under this Contract shall not be used in the payment of any bonus or commission for the purpose of:
a. obtaining the State’s approval of the application for such assistance, or b. the State’s approval of the applications for additional assistance, or c. any other approval or concurrence of the State required under this Contract, Title I of the Housing and Community Development act of 1974, or the State regulations with respect thereto:
provided, however, that reasonable fees for bona fide technical, consultant, managerial or other such services, other than actual solicitation, are not hereby prohibited if otherwise eligible as program costs.

6. Conflict of Interest of Certain Federal Officials
No member of or delegate to the Congress of the United States, and no resident commissioner, shall be admitted to any share or part of this Contract or to any benefit to arise from the same.

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Attachment D
Drug Free Workplace Certification
By signing this Contract, the Contractor hereby certifies under penalty of perjury under the laws of the State of California that the Contractor will comply with the requirement of the Drug-Free Workplace Act of 1990 (Government Code §§8350 et seq.) and will provide a drug-free workplace by taking the following actions:
a. Publishing a statement notifying employees that the unlawful manufacture, distribution, dispensing, possession or use of a controlled substance is prohibited in the Contractor’s workplace and specifying the actions that will be taken against employees for violation of such prohibition.
b. Establishing an ongoing drug-free awareness program to inform employees about:
1) The dangers of drug abuse in the workplace;
2) The City of El Centro’s policy of maintaining a drug-free workplace; 3) Any available drug counseling, rehabilitation and employee assistance programs; and
4) The penalties that may be imposed upon employees for drug abuse violations occurring in the workplace.
c. Making it a requirement that each employee to be engaged in the performance of the grant be given a copy of the statement required by section 1. d. Notifying the employee in the statement required by section 1 that, as a condition of employment under the grant, the employee will:
1) Abide by the terms of the statement; and
2) Notify the employer in writing of his or her conviction for a violation of a criminal drug statute occurring in the workplace no later than five (5) calendar days after such conviction.
e. Notifying the agency in writing, within ten (10) calendar days after receiving notice under subsection d. (2) from an employee or otherwise receiving actual notice of such conviction.

Employers of convicted employees must provide notice, including position title, to every grant officer or other designee on whose grant activity the convicted employee was working, unless the Federal agency has designated a central point for the receipt of such notices.

Notice shall include the identification number(s) of each affected grant. f. Taking one (1) of the following actions, within thirty (30) calendar days of receiving notice under subsection d. (2), with respect to any employee who is so convicted. 1) Taking appropriate personnel action against such an employee, up to and including termination, consistent with the requirements of the Rehabilitation Act of 1973, as amended; or

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2) Requiring such employee to participate satisfactorily in a drug abuse assistance or rehabilitation program approved for such purposes by Federal, State or local health, law enforcement or other appropriate agency.

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Attachment E
SECTION 3 CLAUSE

FOR CONSTRUCTION CONTRACTS AND SUBCONTRACTS
AT OR ABOVE ONE HUNDRED THOUSAND DOLLARS ($100,000)
A. The work to be performed under this contract is subject to the requirements of Section 3 of the Housing and Urban Development Act of 1968, as amended, 12 U.S.C 170lu (Section 3). The purpose of Section 3 is to ensure that employment and other economic opportunities generated by HUD assistance or HUD-assisted projects covered by Section 3, shall to the greatest extent feasible, be directed to low- and very low-income persons, particularly persons who are recipients of HUD assistance for housing.

B. The parties to this Contract agree to comply with HUD’s regulations in 24 CFR part 135, which implement Section 3. As evidence by their execution of this Contract, the parties to this Contract certify that they are under no contractual or other impediment that would prevent them from complying with part 135 regulations.

C. The Contractor agrees to send to each labor organization or representative of workers with which the Contractor has a collective bargaining agreement or other understanding, if any, a notice advising the labor organization or workers’ representative of the Contractor’s commitments under this Section 3 clause, and will post copies of the notice in conspicuous places at the work site where both employees and applicants for training and employment positions can see the notice. The notice shall describe the Section 3 preference, shall set forth minimum number and job titles subject to hire, availability of apprenticeship and training positions, the qualifications for each, the name and location of the person(s) taking applications for each of the positions and the anticipated date the work shall begin.

D. The Contractor agrees to include this Section 3 clause in every subcontract subject to compliance with regulations in 24 CFR part 135, and agrees to take appropriate action, as provided in an applicable provision of the subcontract or in this Section 3 clause, upon a finding that the subcontractor is in violation of the regulations in 24 CFR part 135. The Contractor will not subcontract with any subcontractor where the Contractor has notice or knowledge that the subcontractor has been found in violation of the regulations in 24 CFR part 135.

E. The Contractor will certify that any vacant employment positions, including training positions, that are filled (1) after the Contractor is selected but before the Contract is executed, and (2) with persons other than those to whom the regulations of 24 CFR part 135 require employment opportunities to be directed, were not filled to circumvent the Contractor’s obligations under 24 CFR part 135.

F. Noncompliance with HUD’s regulations in 24 CFR part 135 may result in sanctions, termination of this Contract for default and debarment or suspension from future HUD-assisted contracts.

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Attachment F

THE IMMIGRATION REFORM AND CONTROL ACT
The Immigration Reform and Control Act of 1986 (“IRCA”) legally mandates that U.S. employers verify the employment eligibility status of newly-hired employees. IRCA made it unlawful for employers to knowingly hire or continue to employ unauthorized workers. In response to the law, the Immigration and Naturalization Service (“INS”), now an integrated component of the Department of Homeland Security (“DHS”), created Form I-9 and mandated its accurate and timely completion by all U.S. employers and their employees.
• For employers who fail to properly complete, retain or make I-9 Forms available for inspection, fines range from one hundred dollars ($100) to one thousand one hundred dollars ($1,100) per individual I-9.
• For employers who knowingly hire or knowingly continue to employ unauthorized workers, civil penalties range from two hundred fifty dollars ($250) to eleven thousand dollars ($11,000) per violation.
• For employers engaging in a pattern or practice of knowingly hiring or continuing to employ unauthorized workers, fines can be as much as three thousand dollars ($3,000) per employee and/or six (6) months of imprisonment.
• Federal contractors and subcontractors will be required to begin using the E-Verify system starting January 15, 2009, to verify their employees’ eligibility to legally work in the United States. In a final rule published in the Federal Register, the Civilian Agency Acquisition Council and the Defense Acquisition Regulations Council amended the Federal Acquisition Regulation (“FAR”) to reflect this change. Further compliance information must be obtained at http://www.formi9.com/index.aspx.

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Federal Labor Standards Provisions
Applicability
The Project or Program to which the construction work covered by this Contract pertains is being assisted by the United States of America and the following Federal Labor Standards Provisions are included in this Contract pursuant to the provisions applicable to such Federal assistance.

A. 1. (1) Minimum Wages. All laborers and mechanics employed or working upon the site of the work (or under the United States Housing Act of 1937 or under the Housing Act of 1949 in the construction or development of the project), will be paid unconditionally and not less often than once a week, and without subsequent deduction or rebate on any account (except such payroll deductions as are permitted by regulations issued by the Secretary of Labor under the Copeland Act (29 CFFT Part 3), the full amount of wages and bona fide fringe benefits (or cash equivalents thereof) due at time of payment computed at rates not less than those contained in the wage determination of the Secretary of Labor which is attached hereto and made a part hereof, regardless of any contractual relationship which may be alleged to exist between the Contractor and such laborers and mechanics. Contributions made or costs reasonably anticipated for bona fide fringe benefits under section l(b)(2) of the Davis-Bacon Act on behalf of laborers or mechanics are considered wages paid to such laborers or mechanics, subject to the provisions of 29 CFR5.5(a)(1)(iv); also, regular contributions made or costs incurred for more than a weekly period (but not less often than quarterly) under plans, funds or programs, which cover the particular weekly period, are deemed to be constructively made or incurred during such weekly period.

Such laborers and mechanics shall be paid the appropriate wage rate and fringe benefits on the wage determination for the classification of work actually performed, without regard to skill, except as provided in 29 CFR Part 5.5(a)(4). Laborers or mechanics performing work in more than one classification may be compensated at the rate specified for each classification for the time actually worked therein; provided that the employer's payroll records accurately set forth the time spent in each classification in which work is performed. The wage determination (including any additional classification and wage rates conformed under 29 CFR Part 5.5(a)(1)(ii) and the Davis-Bacon poster (WH-1 321) shall be posted at all times by the Contractor and its subcontractors at the site of the work in a prominent and accessible place where it can be easily seen by the workers.
(ii) (a) Any class of laborers or mechanics which is not listed in the wage determination and which is to be employed under the contract shall be classified in conformance with the wage determination. HUD shall approve an additional classification and wage rate and fringe benefits therefore only when the following criteria have been met. (1) The work to be performed by the classification requested is not performed by a classification in the wage determination; and
(2) The classification is utilized in the area by the construction industry; and (3) The proposed wage rate, including any bona fide fringe benefits, bears a reasonable relationship to the wage rates contained in the wage determination. (b) If the Contractor and the laborers and mechanics to be employed in the classification (if known), or their representatives. and HUD or its designee agree on the classification and wage rate (including the amount designated for fringe benefits where appropriate), a report of the action taken shall be sent by HUD or its designee to the Administrator of the Wage and Hour Division, Employment Standards Administration, U.S. Department of Labor, Washington, D.C. 20210. The Administrator, or an authorized representative, will approve,

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modify or disapprove every additional classification action within thirty (30) days of receipt and so advise HUD or its designee or will notify HUD or its designee within the thirty (30) day period that additional time is necessary. (Approved by the Office of Management and Budget under OMB control number 1215-0140.)
(c) In the event the Contractor, the laborers or mechanics to be employed in the classification or their representatives, and HUD or its designee do not agree on the proposed classification and wage rate (including the amount designated for fringe benefits, where appropriate), HUD or its designee shall refer the questions, including the views of all interested parties and the recommendation of HUD or its designee, to the Administrator for determination.

The Administrator, or an authorized representative, will issue a determination within thirty (30) days of receipt and so advise HUD or its designee or will notify HUD or its designee within the thirty (30) day period that additional time is necessary. (Approved by the Office of Management and Budget under OMB Control Number 1215-0140.)
(d) The wage rate (including fringe benefits where appropriate) determined pursuant to subsections (1)(b) or (c) of this section, shall be paid to all workers performing work in the classification under this Contract from the first (1st) day on which work is performed in the classification.
(iii) Whenever the minimum wage rate prescribed in the Contract for a class of laborers or mechanics includes a fringe benefit which is not expressed as an hourly rate, the Contractor shall either pay the benefit as stated in the wage determination or shall pay another bona fide fringe benefit or an hourly cash equivalent thereof.
(iv) If the Contractor does not make payments to a trustee or other third person, the Contractor may consider as part of the wages of any laborer or mechanic the amount of any costs reasonably anticipated in providing bona fide fringe benefits under a plan or program, provided, that the Secretary of Labor has found, upon the written request of the Contractor, that the applicable standards of the Davis-Bacon Act have been met. The Secretary of Labor may require the Contractor to set aside in a separate account asset for the meeting of obligations under the plan or program. (Approved by the Office of Management and Budget under OMB Control Number 1215- 0140.)

2. Withholding. HUD or its designee shall upon its own action or upon written request of an authorized representative of the Department of Labor withhold or cause to be withheld from the Contractor under this Contract or any other Federal contract with the Contractor, or any other Federally-assisted contract subject to Davis-Bacon prevailing wage requirements, which is held by the contractor so much of the accrued payments or advances as may be considered necessary to pay laborers and mechanics, including apprentices, trainees and helpers, employed by the Contractor or any subcontractor the full amount of wages required by the Contract. In the event of failure to pay any laborer or mechanic, including any apprentice, trainee or helper, employed or working on the site of the work (or under the United States Housing Act of 1937 or under the Housing Act of 1949 in the construction or development of the project), all or part of the wages required by the Contract HUD or its designee may, after written notice to the Contractor, sponsor, applicant or owner, take such action as may be necessary to cause the suspension of any further payment advance or guarantee of funds until such violations have ceased. HUD or its designee may, after written notice to the Contractor, disburse such amounts withheld for and on account of the Contractor or sub- contractor to the respective employees to whom they are due. The Comptroller General shall make such disbursements in the case of direct Davis-Bacon Act contracts.

3. (I) Payrolls and Basic Records. Payrolls and basic records relating thereto shall be maintained by the Contractor during the course of the work preserved for a period of three (3)

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years thereafter for all laborers and mechanics working at the site of the work (or under the United States Housing Act of 1937, or under the Housing Act of 1949, in the construction or development of the project). Such records shall contain the name, address and social security number of each such worker. his or her correct classification, hourly rates of wages paid (including rates of contributions or costs anticipated for bona fide fringe benefits or cash equivalents thereof of the types described in section I (b)(2)(B) of the Davis-Bacon Act), daily and weekly number of hours worked, deductions made and actual wages paid. Whenever the Secretary of Labor has found under 29 CFR 5.5 (a)(1)(iv) that the wages of any laborer or mechanic include the amount of any costs reasonably anticipated in providing benefits under a plan or pro- gram described in section I (b)(2)(B) of the Davis-Bacon Act, the Contractor shall maintain records which show that the commitment to provide such benefits is enforceable, that the plan or program is financially responsible, that the plan or program has been communicated in writing to the laborers or mechanics affected and records which show the costs anticipated or the actual cost incurred in providing such benefits. Contractors employing apprentices or trainees under approved programs shall maintain written evidence of the registration of apprenticeship programs and certification of trainee programs, the registration of the apprentices and trainees and the ratios and wage rates prescribed in the applicable programs. (Approved by the Office of Management and Budget under OMB Control Numbers 1215-0140 and 1215-0017.)
(ii) (a) The Contractor shall submit weekly for each week in which any Contract work is performed a copy of all payrolls to HUD or its designee if the agency is a party to the Contract but if the agency is not such a party, the Contractor will submit the payrolls to the applicant sponsor, or owner, as the case may be, for transmission to HUD or its designee. The payrolls submitted shall set out accurately and completely all of the information required to be maintained under 29 CFR Part 5.5(a)(3)(i). This information may be submitted in any form desired. Optional Form WH-347 is available for this purpose and may be purchased from the Superintendent of Documents (Federal Stock Number 029-005-WO14-1), U.S. Government Printing Office, Washington, D.C. 20402. The Contractor is responsible for the submission of copies of payrolls by all subcontractors. (Approved by the Office of Management and Budget under OMB Control Number 1215-0149.)
(b) 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:
(1) That the payroll for the payroll period contains the information required to be maintained under 29 CFR Part 5.5 (a)(3)(i) and that such information is correct and complete; (2) That each laborer or mechanic (including each helper, apprentice and trainee) 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 29 CFR Part 3;
(3) That each laborer or mechanic has been paid not less than the applicable wage rates and fringe benefits or cash equivalents for the classification of work performed, as specified in the applicable wage determination incorporated into the Contract; (c) The weekly submission of a properly executed certification set forth on the reverse side of Optional Form WH-347 shall satisfy the requirement for submission of the "Statement of Compliance" required by subsection A.3.(ii)(b) of this section. (d) The falsification of any of the above certifications may subject the Contractor or any subcontractor to civil or criminal prosecution under section 1001 of Title 18 and section 231 of Title 31 of the United States Code.

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(iii) The Contractor or any subcontractor shall make the records required under subsection A.3.(i) of this section available for inspection, copying or transcription by authorized representatives of HUD or its designee or the Department of Labor, and shall permit such representatives to interview employees during working hours on the job. If the Contractor or subcontractor fails to submit the required records or to make them available, HUD or its designee may, after written notice to the Contractor, sponsor, applicant or owner, take such action as may be necessary to cause the suspension of any further payment advance or guarantee of funds.

Furthermore, failure to submit the required records upon request or to make such records available may be grounds for debarment action pursuant to 29 CFR Part 5.1 2.

4. (i) Apprentices and Trainees. Apprentices. Apprentices will be permitted to work at less than the predetermined rate for the work they performed when they are employed pursuant to and individually registered in a bona fide apprenticeship program registered with the U.S.

Department of Labor, Employment and Training Administration, Bureau of Apprenticeship and Training or with a State Apprenticeship Agency recognized by the Bureau, or if a person is employed in his or her first ninety (90) days of probationary employment as an apprentice in such an apprenticeship program, who is not individually registered in the program, but who has been certified by the Bureau of Apprenticeship and Training or a State Apprenticeship Agency (where appropriate) to be eligible for probationary employment as an apprentice. The allowable ratio of apprentices to journeymen on the job site in any craft classification shall not be greater than the ratio permitted to the Contractor as to the entire work force under the registered program. Any worker listed on a payroll at an apprentice wage rate, who is not registered or otherwise employed as stated above, shall be paid not less than the applicable wage rate on the wage determination for the classification of work actually performed. In addition, any apprentice performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. Where the Contractor is performing construction on a project in a locality other than that in which its program is registered, the ratios and wage rates (expressed in percentages of the journeyman's hourly rate) specified in the Contractor's or subcontractor's registered program shall be observed. Every apprentice must be paid at not less than the rate specified in the registered program for the apprentice's level of progress, expressed as a percentage of the journeymen hourly rate specified in the applicable wage determination. Apprentices shall be paid fringe benefits in accordance with the provisions of the apprenticeship program. If the apprenticeship program does not specify fringe benefits, apprentices must be paid the full amount of fringe benefits listed on the wage determination for the applicable classification. If the Administrator determines that a different practice prevails for the applicable apprentice classification, fringes shall be paid in accordance with that determination. In the event the Bureau of Apprenticeship and Training, or a State Apprenticeship Agency recognized by the Bureau, withdraws approval of an apprenticeship program, the Contractor will no longer be permitted to utilize apprentices at less than the applicable predetermined rate for the work performed until an acceptable program is approved. (ii) Trainees. Except as provided in 29 CFR 5.16, trainees will not be permitted to work at less than the predetermined rate for the work performed unless they are employed pursuant to and individually registered in a program which has received prior approval, evidenced by formal certification by the U.S. Department of Labor, Employment and Training Administration. The ratio of trainees to journeymen on the job site shall not be greater than permitted under the plan approved by the Employment and Training Administration. Every trainee must be paid at not less than the rate specified in the approved program for the trainee's level of progress, expressed as a percentage of the journeyman hourly rate specified in the applicable wage determination. Trainees shall be paid fringe benefits in accordance with the provisions of the trainee program. If the trainee

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program does not mention fringe benefits, trainees shall be paid the full amount of fringe benefits listed on the wage determination unless the Administrator of the Wage and Hour Division determines that there is an apprenticeship program associated with the corresponding journeyman wage rate on the wage determination which provides for less than full fringe benefits for apprentices. Any employee listed on the payroll at a trainee rate who is not registered and participating in a training plan approved by the Employment and Training Administration shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. In addition, any trainee performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. In the event the Employment and Training Administration withdraws approval of a training program, the Contractor will no longer be permitted to utilize trainees at less than the applicable predetermined rate for the work performed until an acceptable program is approved.
(iii) Equal Employment Opportunity. The utilization of apprentices, trainees and journeymen under this part shall be in conformity with the equal employment opportunity requirements of Executive Order 11246, as amended, and 29 CFR Part 30.

5. Compliance with Copeland Act Requirements. The Contractor shall comply with the requirements of 29 CFR Part 3 which are incorporated by reference in this Contract.

6. Subcontracts. The Contractor or subcontractor will insert in any sub-contracts the clauses contained in 29 CFR 5.5(a)(1) through (10) and such other clauses as HUD or its designee may by appropriate instructions require, and also a clause requiring the subcontractors to include these clauses in any lower tier subcontracts. The Contractor shall be responsible for the compliance by any subcontractor or lower tier subcontractor with all the Contract clauses in 29 CFR Part 5.5.

7. Contract Termination; Debarment. A breach of the Contract clauses in 29 CFR

5.5 may be grounds for termination of the Contract and for debarment as a contractor and a subcontractor as provided in 29 CFR 5.12.

8. Compliance with Davis-Bacon and Related Act Requirements. All rulings and interpretations of the Davis-Bacon and Related Acts contained in 29 CFR Parts 1, 3 and 5 are herein incorporated by reference in this Contract

9. Disputes Concerning Labor Standards. Disputes arising out of the labor standards provisions of this Contract shall not be subject to the general disputes clause of this Contract. Such disputes shall be resolved in accordance with the procedures of the Department of Labor set forth in 29 CFR Parts 5, 6 and 7. Disputes within the meaning of this clause include disputes between the Contractor (or any of its subcontractors) and HUD or its designee, the U.S. Department of Labor or the employees or their representatives.

10. (1) Certification of Eligibility. By entering into this Contract the Contractor certifies that neither he nor any person or firm who has an interest in the Contractor's firm is a person or firm ineligible to be awarded Government contracts by virtue of section 3(a) of the Davis-Bacon Act or 29 CFR 5.12(a)(1) or to be awarded HUD contracts or participate in HUD programs pursuant to 24 CFR Part 24.
(ii) No part of this Contract shall be subcontracted to any person or firm ineligible for award of a Government contract by virtue of section 3(a) of the Davis-Bacon Act or 29 CFR

5.12(a)(1) or to be awarded HUD contracts or participate in HUD programs pursuant to 24 CFR Part 24.
(iii) The penalty for making false statements is prescribed in the U.S. Criminal Code, 18 U.S.C. 1001. Additionally, U.S. Criminal Code, section 1010, Title 18, U.S.C., "Federal Housing Administration transactions," provides in part "Whoever, for the purpose of . . .

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influencing in any way the action of such Administration . . .makes, utters or publishes any statement knowing the same to be false . . .shall be fined not more than five thousand dollars ($5,000) or imprisoned not more than two (2) years, or both."

11. Complaints, Proceedings or Testimony by Employees. No laborer or mechanic to whom the wage, salary or other labor standards provisions of this Contract are applicable shall be discharged or in any other manner discriminated against by the Contractor or any subcontractor because such employee has filed any complaint or instituted or caused to be instituted any proceeding or has testified or is about to testify in any proceeding under or relating to the labor standards applicable under this Contract to his employer.

B. Contract Work Hours and Safety Standards Act. As used in this section, the terms "laborers" and "mechanics" include watchmen and guards. (1) Overtime Requirements. No contractor or subcontractor contracting for any part of the Contract work which may require or involve the employment of laborers or mechanics shall require or permit any such laborer or mechanic in any workweek in which he or she is employed on such work to work in excess of forty (40) hours in such workweek unless such laborer or mechanic receives compensation at a rate not less than one and one-half (1.5) times the basic rate of pay for all hours worked in excess of eight (8) hours in any calendar day or in excess of forty (40) hours in such workweek, whichever is greater.
(2) Violation; Liability for Unpaid Wages; Liquidated Damages. In the event of any violation of the clause set forth in subsection (1) of this section, the Contractor and any subcontractor responsible therefor shall be liable for the unpaid wages. In addition, the Contractor and subcontractor shall be liable to the United States (in the case of work done under contract for the District of Columbia or a territory, to such District or to such territory) for liquidated damages.

Such liquidated damages shall be computed with respect to each individual laborer or mechanic, including watchmen and guards, employed in violation of the clause set forth in subsection (1) of this section, in the sum of ten dollars ($10) for each calendar day on which such individual was required or permitted to work in excess of eight (8) hours or in excess of the standard workweek of forty (40) hours without payment of the overtime wages required by the clause set forth in subsection (1) of this section.
(3) Withholding for Unpaid Wages and Liquidated Damages. HUD or its designee shall upon its own action or upon written request of an authorized representative of the Department of Labor withhold or cause to be withheld, from any moneys payable on account of work performed by the Contractor or subcontractor under any such Contract or any other Federal contract with the same prime contract or any other Federally-assisted contract subject to the Contract Work Hours and Safety Standards Act which is held by the same prime contractor such sums as may be determined to be necessary to satisfy any liabilities of such contractor or subcontractor for unpaid wages and liquidated damages as provided in the clause set forth in subsection (2) of this section.
(4) Subcontracts. The Contractor or subcontractor shall insert in any subcontracts the clauses set forth in subsections (1) through (4) of this section and also a clause requiring the subcontractors to include these clauses in any lower tier subcontracts. The Contractor shall be responsible for compliance by any subcontractor or lower tier subcontractor with the clauses set forth in subsections (1) through (4) of this section.

C. Health and Safety
(1) No laborer or mechanic shall be required to work in surroundings or under working conditions which are unsanitary, hazardous or dangerous to his health and safety as determined under construction safety and health standards promulgated by the Secretary of Labor by regulation.

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(2) The Contractor shall comply with all regulations issued by the Secretary of Labor pursuant to Title 29 Part 1926 (formerly part 1518) and failure to comply may result in imposition of sanctions pursuant to the Contract Work Hours and Safety Standards Act (Public Law 91-54, 83 Stat 96).
(3) The Contractor shall include the provisions of this Article in every subcontract so that such provisions will be binding on each subcontractor. The Contractor shall take such action with respect to any subcontract as the Secretary of Housing and Urban Development or the Secretary of Labor shall direct as a means of enforcing such provisions.

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STATE LABOR STANDARDS PROVISIONS
State prevailing wage rates shall apply when the State wage rate is higher than the Federal wage rate.

The Contractor and all subcontractors are subject to the application of Labor Code §§1720 et seq. which detail the regulations and procedures governing the payment of State prevailing wages.

The Contractor and all subcontractors are subject to the provisions of Labor Code §3700 which requires that every employer be insured against liability for Workers' Compensation or to undertake self-insurance in accordance with the provisions of the code.

The Contractor and all subcontractors are subject to the provisions of Labor Code §§1810 through 1814 which provide that the maximum hours a worker is to be employed is limited to eight (8) hours a day and forty (40) hours a week and the Contractor or subcontractor shall forfeit, as a penalty, twenty-five dollars ($25) for each worker employed in the execution of the Contract for each calendar day during which a worker is required or permitted to labor more than eight (8) hours in any calendar day or more than forty (40) hours in any calendar week and is not paid overtime.

Labor Code §1815 requires that notwithstanding the provisions of Labor Code §§1810 through 1814, employees of the Contractor who work in excess of eight (8) hours per day and forty (40) hours per week shall be compensated for all hours worked in excess of eight (8) hours per day at not less than one and one-half (l.5) times the basic rate of pay.

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CERTIFICATION OF UNDERSTANDING

AND AUTHORIZATION
PROJECT NAME: CITY OF El Centro, Frazier Field Improvements Project This is to certify that the principals, and the authorized payroll officer, below, have read and understand the minutes of the pre-construction conference, the Federal Labor Standards clauses pertaining to the subject project and the U.S. Department of Labor Wage Determinations CA and the State of California Labor Standards and Wage Determinations IMP and others.

The following person(s) is designated as the payroll officer for the undersigned and is authorized to sign the “Statement of Compliance” which will accompany our weekly Certified Payroll Reports for this project:

Payroll Officer
(Print Name)
Payroll Officer
(Signature)
(Contractor / Subcontractor)
(Print Name)
(Signature)
(Title)
(Date)

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PAYROLL FORMS

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STATE

PREVAILING WAGE
RATES

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CONSTRUCTION PLANS

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A-1 Title Page - Demolition Plan
A-2 Site Plan
A-3 Sidewalk Plan & Details
A-4 Sidewalk Plan & Details
A-5 Sidewalk Plan & Details
A-6 Field #1 Plan & Post Footing Details
A-7 Field #2 Plan & Dugout Details
A-8 Fields #3 & #4 Plan & Backstop Detail
A-9 Field #1 Dugouts Plan & Details
Owner: City of El Centro
1275 Main Street
El Centro, CA 92243
Project Site: Frazier Field
1150 N. 6th Street
El Centro, CA 92243
Assessors Acct. No. 044-331-002
Legal Description: E 264 FT OF NE 1/4 OF NW 1/4 OF
S 1/2 OF TR49 T15S R14E
Zoning: L-U Limited Use Zone
Project Manager: Javier Villaverde
Parks Supervisor
City of El Centro
(760) 337-4543
[email protected]
REMOVE EXISTING CONCRETE SLAB, BENCH & CHAIN LINK FABRIC @ DUGOUT

REMOVE EXISTING CONCRETE SLAB
10 2
3 4
5 6
7 8
9 11
12 13

EXISTING IRRIGATION PUMP(S) - PROTECT IN PLACE

EXISTING CHAIN LINK BACKSTOPS TO REMAIN
14 15
1 REMOVE EXISTING SCOREBOARD - SUPPORT POSTS TO REMAIN
REMOVE EXISTING 20'X20'X20' CHAIN LINK BACKSTOPS INCLUDING CONCRETE

FOOTINGS & CURB

REMOVE EXISTING CHAIN LINK FABRIC BETWEEN BACKSTOP & DUGOUT 4" THICK CONCRETE SIDEWALK - SEE SHEET A-4 FOR DETAILS
REMOVE (E) CHAIN LINK BACKSTOPS & INSTALL NEW 18FT HIGH 20'x20'x20' CHAIN LINK BACKSTOPS - SEE DETAIL 1 ON SHEET A-2

REMOVE EXISTING FLAG POLE
REMOVE EXISTING DUGOUT INCLUDING CONCRETE SLAB. REMOVE ALL CHAIN

LINK FENCE SECTIONS AROUND DUGOUT
16 EXISTING SNACK BAR & RESTROOMS FACILITY
REMOVE (E) SCOREBOARDS & INSTALL 8'x4' SCOREBOARDS MODEL 3314 BY VARSITY SCOREBOARDS. INSTALL ON (E) METAL POSTS PER MFR.

INSTALLATION DETAILS. CONNECT TO (E) ELECTRICAL AS REQUIRED 17 30FT TALL ARCHITECTURAL GRADE ALUMINUM HEAVY DUTY FLAG POLE MAJESTIC BY CARROT TOP INDUSTRIES. INSTALL PER MFR. DETAILS

EXISTING SCHOOL BUILDING

SQUARE PEDESTAL PICNIC TABLE W/ SUN SHELTER MODEL SPS-APS INSTALL PER MFR. DETAILS
SQUARE PEDESTAL PICNIC TABLE W/ SUN SHELTER MODEL SPS-4PS INSTALL PER MFR. DETAILS
N

2. SCHEDULE ALL SERVICE SHUT-DOWNS WITH PROPERTY OWNERS.

DEMOLITION NOTES:

1. THE CONTRACTOR SHALL NOT CAUSE ANY DAMAGE TO EXISTING CONSTRUCTION. SHALL NOT ENCROACH ON ADJACENT AREAS OUTSIDE DEMOLITION LIMITS. IT IS THE

CONTRACTOR'S RESPONSIBILITY TO REPAIR ANY DAMAGE DONE OUTSIDE THE DEMOLITION LIMITS.

3. DISPOSE ALL DEMOLISHED OR REMOVED MATERIALS LEGALLY OFF THE SITE. IT IS THE

CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH LOCAL HAULING, DISPOSAL REQUIREMENTS AND PERMITS REQUIRED. 4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE CONSTRUCTION WASTE MANAGEMENT PLAN WHEN SUBMITTING DEMOLITION APPLICATION. 5. ALL UTILITY TRENCHES SHALL BE COMPACTED TO A MINIMUM 90% RELATIVE DENSITY. 6. ALL REQUIRED BACKFILL SHALL BE COMPACTED TO AT LEAST 90% OF THE MAXIMUM DENSITY OBTAINABLE BY THE A.S.T.M. DESIGNATION D-1557 (LATEST EDITION METHOD OF COMPACTION). 7. THE CONTRACTOR ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. PRIOR TO ANY

WORK THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT TO VERIFY LOCATION AND DEPTHS OF ANY EXISTING UTILITIES. 8. THE CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY

ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR SHALL BE

REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE DURING THE

COURSE OF CONSTRUCTION OF THE PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS.
7 8
3 3
3 3
5 7
6 FIELD #1
FIELD #2
FIELD #3
FIELD #4
(E) PARKING
LOT
(E) PARKING
LOT
N
O
R
T
H
6 T
H
S
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E
E
T

DEMOLITION PLAN
1"=30'-0"
REMO
REMO
EXIST
EXIST
REMO
REMO
FOOT
REMO
4" THI
REMO
CHAIN
REMO
REMO
LINK F
EXIST
REMO
VARS
INSTA
30FT T
MAJES
6 6
6 4 6
4 4
4 2
2 1
1 SQUA
INSTA
SQUA
INSTA
A-1
C
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AS SHOWN
MAY 2025
F
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P
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1 1
5 0
N. 6
T
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9 2
2 4
3 12
4 9
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9 2
2 4
3 P
H. (7
6 0) 3
3 7-4
5 4
3 F
A
X (7
6 0) 3
5 2-4
8 6
7 PROJECT INFORMATION

SHEET INDEX

FRAZIER FIELD IMPROVEMENTS

PROJECT

DEMOLITION PLAN KEYNOTES
SCALE:

DATE:

DRAWN BY:

REVISIONS
SHEET

Page 307 of 380 ends

N EXISTING ALLEY FIELD #1 FIELD #2 FIELD #3FIELD #4 EXISTING SCHOOL BUILDING (E) SCHOOL BUILDING (E) PARKING LOT (E) PARKING LOT NORTH 6TH STREET SITE PLAN 1"=30'-0" 1 EXISTING ELECTRICAL SERVICE ENCLOSURE EXISTING ALUMINUM BLEACHERS 1023456789111213 NEW DUGOUT PER PLAN EXISTING CHAIN LINK BACKSTOPS TO REMAIN 1415 SITE PLAN KEYNOTES 1 EXISTING HIGH CHAIN LINK FENCE EXISTING SIDEWALK(S) EXISTING WOOD FIELD LIGHTING POLE (20 TOTAL) 4" THICK CONCRETE SIDEWALK - SEE SHEETS A-3, A-4 & A-5 FOR DETAILS NEW 18' HIGH CHAIN LINK BACKSTOP PER PLAN 5 EXISTING NATURAL GRADE AREA EXISTING BATTING CAGES 16IMPERVIOUS SURFACES TO BE ADDED EXISTING SNACK BAR & RESTROOMS FACILITY NEW 8'x4' SCOREBOARD MODEL 3314 BY VARSITY SCOREBOARDS. INSTALL ON (E) METAL POSTS PER MFR. INSTALLATION DETAILS. CONNECT TO (E) ELECTRICAL AS REQUIRED. PAINT (E) POSTS BLACK 17 30FT TALL ARCHITECTURAL GRADE ALUMINUM HEAVY DUTY FLAG POLE MAJESTIC BY CARROT TOP INDUSTRIES. INSTALL PER MFR. DETAILS CONCRETE SIDEWALKS 3,649 SQ.FT. TOTAL 3,649 SQ.FT. 5 5. EFFORT HAS BEEN MADE TO PROVIDE CONTRACTOR WITH ACCURATE INFORMATION REGARDING EXISTING CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO BIDDING PROJECT. ANY CONFLICTS DISCOVERED BY THIS CONTRACTOR DURING THE PREBID PROCESS WHICH MAY AFFECT THE SCOPE OF WORK, SHALL BE REPORTED TO THE OWNER PRIOR TO BIDDING. THE SUBMISSION OF A BID SHALL INDICATE THIS CONTRACTOR'S COMPLETE UNDERSTANDING OF THE CONTRACT DOCUMENTS AND ACCEPTANCE OF EXISTING CONDITIONS. THE NEW SYSTEMS INDICATED ON THE PLANS AND IN THE SPECIFICATIONS SHALL BE FULLY INSTALLED AND OPERATIONAL. ALL ITEMS INCIDENTAL TO THE COMPLETION OF THE WORK SHALL BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER. 1. THE CONTRACTOR ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. PRIOR TO ANY WORK THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT TO VERIFY LOCATION AND DEPTHS OF ANY EXISTING UTILITIES. 2. THE CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR SHALL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE DURING THE COURSE OF CONSTRUCTION OF THE PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. 4 5 4 1 3. THE CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF THE WORK ON THIS PROJECT, EXCEPT LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE DESIGN PROFESSIONAL. 13 4. THIS PROJECT SHALL COMPLY WITH THE 2022 CALIFORNIA BUILDING CODE (TITLE 24), 2022 CA ELECT. CODE BASED ON THE 2014 NEC, 2022 CA MECH. CODE BASED ON THE 2012 UMC, 2019 CA PLUMBING CODE BASED ON THE 2012 UPC AND 2022 CA ENERGY CODE. GENERAL NOTES: EXISTING SCHOOL BUILDING 2 2 2 22 11 1 1 1 1 1 1 1 17 5 5 5 5 5 5 5 5 3 3 33 3 6 7 7 7 7 8 8 8 8 8 8 8 8 9 9 10 10 11 12 12 13 13 13 14 SQUARE PEDESTAL PICNIC TABLE W/ SUN SHELTER MODEL SPS-APS BY BELSON OUTDOORS. INSTALL PER MFR. DETAILS SQUARE PEDESTAL PICNIC TABLE W/ SUN SHELTER MODEL SPS-4PS BY BELSON OUTDOORS. INSTALL PER MFR. DETAILS 15 16 COMMUNITY SERVICES DEPARTMENT JV AS SHOWN MAY 2025 FRAZIER FIELD IMPROVEMENTS PROJECT 1150 N. 6TH STREET EL CENTRO, CA 92243 1249 MAIN STREET EL CENTRO, CA 92243 A-2PH. (760) 337-4543 FAX (760) 352-4867 SCALE: DATE: DRAWN BY: REVISIONS SHEET

Page 308 of 380 ends

6'-0" 6'-0" 5'-0" 5'-0" 6'-0" 7'-6" 3'-4" 4'-5" 12'-2" 16'-4" 19'-9" 62'-9" 6'-0" 7'-6" 12'-8" 12'-6" 12'-6" 12'-8" 2% MAX 2% MAX 2% MAX 2% MAX 9 .60 TS (EXIST.) 9 .60 TS (EXIST.) 9 .60 TS (E) DUGOUT NORTH 6TH STREET (E) RESTROOM BUILDING (E) BLEACHERS (E) SIDEWALK (E) ELECTRICAL PANEL ENCLOSURE (E) SIDEWALK (E) SIDEWALK (E) SIDEWALK (E) SIDEWALK (E) SIDEWALK (E) C.L. FENCING (E) C.L. FENCING 9 .60 TS A 9 .60 TS 9 .60 TS 9 .60 TS 9 .54 TS B 9 .65 TS 2% MAX2% MAX 2% MAX 2% MAX 45 deg. 45 deg. #3 x 24" DOWELS DRILLED 6" INTO (E) SIDEWALK @ 18" O.C. 3. EFFORT HAS BEEN MADE TO PROVIDE CONTRACTOR WITH ACCURATE INFORMATION REGARDING EXISTING CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO BIDDING PROJECT. ANY CONFLICTS DISCOVERED BY THIS CONTRACTOR DURING THE PREBID PROCESS WHICH MAY AFFECT THE SCOPE OF WORK, SHALL BE REPORTED TO THE OWNER PRIOR TO BIDDING. THE SUBMISSION OF A BID SHALL INDICATE THIS CONTRACTOR'S COMPLETE UNDERSTANDING OF THE CONTRACT DOCUMENTS AND ACCEPTANCE OF EXISTING CONDITIONS. THE NEW SYSTEMS INDICATED ON THE PLANS AND IN THE SPECIFICATIONS SHALL BE FULLY INSTALLED AND OPERATIONAL. ALL ITEMS INCIDENTAL TO THE COMPLETION OF THE WORK SHALL BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER. 1. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR ALL UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. PRIOR TO ANY WORK THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT TO VERIFY LOCATION AND DEPTHS OF ANY EXISTING UTILITIES. 2. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR SHALL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF THE WORK ON THIS PROJECT, EXCEPT LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. NOTES:
5" THICK 4500 PSI CONCRETE W/ FIBER SIDEWALK W/ CONTROL JOINTS @ 8'-0" MAX. MEDIUM BROOM FINISH 6" 3/4"=1'-0" SIDEWALK DETAIL THICKENED EDGE BOTH SIDES 4" CRUSHER RUN BASE; SCARIFY & RE-COMPACT SUBGRADE TO 90% DRY DENSITY PER ASTM 1557 8" CONTRACTOR SHALL BE RESPONSIBLE FOR SUBGRADE/BASE COMPACTION & CONCRETE COMPRESSION STRENGTH TESTING BY A QUALIFIED TESTING COMPANY & SUBMIT ALL REPORTS TO THE CITY NOTE: COMMUNITY SERVICES DEPARTMENT JV AS SHOWN MAY 2025 FRAZIER FIELD IMPROVEMENTS PROJECT 1150 N. 6TH STREET EL CENTRO, CA 92243 1249 MAIN STREET EL CENTRO, CA 92243 A-3PH. (760) 337-4543 FAX (760) 352-4867 SCALE: DATE: DRAWN BY: REVISIONS SHEET

Page 309 of 380 ends

6'-0" 6'-0" 5'-0" 9'-0" 97'-0" 43'-4" TBM (E) BATTING CAGES 10 .0 TS9 .90 TS 10 .0 TS9 .90 TS 2% MAX 2% MAX (E) C.L. FENCING TEMPORARY BENCH MARK (100.00) @ NW CORNER OF BATTING CAGES 9 .70 TS B 9 .65 TS 9 .80 TS C 2% MAX D 9 deg. 1. THE EXISTENCE AND LOCATION OF ANY

SHOWN ON THESE PLANS ARE OBTAINED

OUR KNOWLEDGE THERE ARE NO EXIST

CONTRACTOR IS REQUIRED TO TAKE DUE
SHOWN ON THESE DRAWINGS. THE

RESPONSIBILITY FOR ALL UTILITY PIPES, CO
DRAWINGS. PRIOR TO ANY WORK THE CO

TO VERIFY LOCATION AND DEPTHS OF ANY

2. CONSTRUCTION CONTRACTOR AGRE

CONSTRUCTION PRACTICES, CONSTRUCTIO

COMPLETE RESPONSIBILITY FOR JOB SITE

INCLUDING SAFETY OF ALL PERSONS AND

CONTINUOUSLY AND NOT BE LIMITED TO N

FURTHER AGREES TO DEFEND, INDEMNIF

AND ALL LIABILITY, REAL OR ALLEGED IN C

PROJECT, EXCEPT LIABILITY ARISING FROM
NOTES: 45'-0" 36'-0" 6'-0" 6'-0" 3'-0" 6'-0" 3'-0" 5'-0" 14'-0" 5'-0" 9'-0" 6'-0" 9'-0" TBM (E) BATTING CAGES 10 .0 TS9 .90 TS 10 .0 TS9 .90 TS 2% MAX 10 .0 TS9 .90 TS 10 .0 TS9 .90 TS 2% MAX (E) C.L. FENCING TEMPORARY BENCH MARK (100.00) @ NW CORNER OF BATTIN 9 .70 TS 9 .80 TS 2% MAX G F E D
5" THICK 4500 PSI CONCRETE W/ FIBER SIDEWALK W/ CONTROL JOINTS @ 8'-0" MAX. MEDIUM BROOM FINISH 6" 3/4"=1'-0" SIDEWALK DETAIL THICKENED EDGE BOTH SIDES 4" CRUSHER RUN BASE; SCARIFY & RE-COMPACT SUBGRADE TO 90% DRY DENSITY PER ASTM 1557 8" CONTRACTOR SHALL BE RESPONSIBLE FOR SUBGRADE/BASE COMPACTION & CONCRETE COMPRESSION STRENGTH TESTING BY A QUALIFIED TESTING COMPANY & SUBMIT ALL REPORTS TO THE CITY NOTE: COMMUNITY SERVICES DEPARTMENT JV AS SHOWN MAY 2025 FRAZIER FIELD IMPROVEMENTS PROJECT 1150 N. 6TH STREET EL CENTRO, CA 92243 1249 MAIN STREET EL CENTRO, CA 92243 PH. (760) 337-4543 FAX (760) 352-4867 A-4 SCALE: DATE: DRAWN BY: REVISIONS SHEET

Page 310 of 380 ends

91'-0" 30'-7" 6'-0" 2% MAX 2% MAX 2% MAX 2% MAX 2% MAX (E) DUGOUT (E) DUGOUT (E) ELECTRICAL PANEL ENCLOSURE (E) C.L. FENCING (E) C.L. FENCING 6'-0" 15'-0" 15'-0" 6'-0" 12'-8" 9 .50 TS 9 .60 TS 9 .70 TS
9 .46 TS
9 .43 TS 2% MAX 9 .45 TS 9 .43 TS 2% MAX 5'-0" 5'-0" 120 deg. H G Details
ls
op Detail
ails
F NW 1/4 OF
R14E
tro.org 5" THICK 4500 PSI CONCRETE W/ FIBER SIDEWALK W/ CONTROL JOINTS @ 8'-0" MAX. MEDIUM BROOM FINISH 6" 3/4"=1'-0" SIDEWALK DETAIL THICKENED EDGE BOTH SIDES 4" CRUSHER RUN BASE; SCARIFY & RE-COMPACT SUBGRADE TO 90% DRY DENSITY PER ASTM 1557 8" CONTRACTOR SHALL BE RESPONSIBLE FOR SUBGRADE/BASE COMPACTION & CONCRETE COMPRESSION STRENGTH TESTING BY A QUALIFIED TESTING COMPANY & SUBMIT ALL REPORTS TO THE CITY NOTE: COMMUNITY SERVICES DEPARTMENT JV AS SHOWN MAY 2025 FRAZIER FIELD IMPROVEMENTS PROJECT 1150 N. 6TH STREET EL CENTRO, CA 92243 1249 MAIN STREET EL CENTRO, CA 92243 PH. (760) 337-4543 FAX (760) 352-4867 A-5 SCALE: DATE: DRAWN BY: REVISIONS SHEET

Page 311 of 380 ends

20'-0" 50'-0" 32'-0" 4'-0"
4'-0" 32'-0" 50'-0" 20'-0"
1/8"=1'-0" FIELD #1 PLAN
(HGT=6') (HEIGHT = 8'-0") (EXISTING 8'-0" HIGH)
(E) CHAIN LINK FENCE TO REMAIN

REPAIR/REPLACE (E) FENCE AS

NEEDED TO ACCOMMODATE NEW

GATE & DUGOUT
SEE SHEET A-9 FOR

DUGOUT PLAN & DETAILS
(EXISTING BA

CKSTOP)
SEE SHEET A-9 FOR

DUGOUT PLAN & DETAILS
(E) CHAIN LINK FENCE TO REMAIN
(E) BACKSTOP TO REMAIN

REPAIR/REPLACE (E) FENCE AS

NEEDED TO ACCOMMODATE NEW

GATE & DUGOUT

REPAIR/REPLACE (E) FENCE AS

NEEDED TO ACCOMMODATE NEW

GATE & DUGOUT

REPAIR/REPLACE (E) FENCE AS

NEEDED TO ACCOMMODATE NEW

GATE & DUGOUT
(E) BACKSTOP TO REMAIN
(EXISTING BACKSTOP)
(E) CHAIN LINK FENCE TO REMAIN
(EXISTING 8'-0" HIGH) (HEIGHT = 8'-0") (6' HIGH)
(E) CHAIN LINK FENCE TO REMAIN
Title Page - Demolition Plan
Site Plan
Sidewalk Plan & Details
Sidewalk Plan & Details
Sidewalk Plan & Details
Field #1 Plan & Post Footing Details
Field #2 Plan & Dugout Details
Fields #3 & #4 Plan & Backstop Detail
Field #1 Dugouts Plan & Details
(760) 337-4543
[email protected]
N.T.S
LINE POST FTG.
1'-3" ROUND

GALVANIZED GATE POST PER PLAN
F.G. 1" TYP.
2'-6"

GALVANIZED POST PER PLAN
N.T.S N.T.S

GALVANIZED POST PER PLAN
N.T.S
GATE POST FTG.
1'-3" ROUND

GALVANIZED GATE POST PER PLAN
F.G. 1" TYP.
3'-0"
(18' HIGH BACKSTOP)
END/CORNER POST FTG.
(18' HIGH BACKSTOP)
(8' HIGH FENCE) (8' HIGH FENCE)
1'-6" RD.
5'-0"
END/CORNER POST FTG.
1'-6" RD.
3'-6"
LINE POST FTG.

C
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AS SHOWN
MAY 2025
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5 0
N. 6
T
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2 4
3 12
4 9
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9 2
2 4
3 P
H. (7
6 0) 3
3 7-4
5 4
3 F
A
X (7
6 0) 3
5 2-4
8 6
7 A-6
SCALE:

DATE:

DRAWN BY:

REVISIONS
SHEET

Page 312 of 380 ends

24'-0" 4'-0" 10'-0" 20'-0"
3'-4" 24'-0" 33'-0"
(E) BACKSTOP TO REMAIN
(EXISTING)
(E) BACKSTOP TO REMAIN
(E) CHAIN LINK FENCE TO REMAIN. REPAIR OR REPLACE AS NEEDED TO

ACCOMMODATE NEW DUGOUT
(E) CHAIN LINK FENCE
(EXISTING)
NEW 4' WIDE CHAIN LINK GATE
SEE SHEET A-7 FOR

DUGOUT PLAN & DETAILS
(E) CHAIN LINK FENCE TO REMAIN
(E) CHAIN LINK FENCE TO REMAIN
(E) CHAIN LINK GATE TO REMAIN
(E) IRRIGATION PUMP - PROTECT IN PLACE. (E) IRRIGATION CLOCK TO BE REMOUNTED ON NEW DUGOUT. MODIFY AS NEEDED
1/8"=1'-0" FIELD #2 PLAN
SEE SHEET A-7 FOR

DUGOUT PLAN & DETAILS

REPAIR/REPLACE (E) FENCE AS

NEEDED TO ACCOMMODATE NEW

GATE & DUGOUT
(EXISTING)
(E) CHAIN LINK FENCE
(E) CHAIN LINK FENCE TO REMAIN. REPAIR OR REPLACE AS NEEDED TO

ACCOMMODATE NEW DUGOUT
(E) CHAIN LINK FENCE TO REMAIN. REPAIR OR REPLACE AS NEEDED TO

ACCOMMODATE NEW DUGOUT
7'-6"
8'-0" 8'-0" 8'-0"
4'-0" 4'-0"
7'-2"
6'-6"
24'-8"
24'-0"
8'-0" 8'-0" 8'-0"
6'-6"
24'-0"
8'-0" 8'-0" 8'-0"
24'-0" CHAIN LINK FABRIC
TYPE: GALVANIZED AFTER WEAVING
SPECIFICATION: ASTM A 392 CLASS 1 OR 2
GAUGE: 9ga. GAW
MESH: 2 INCH
HEIGHT: VARIES - SEE PLAN
SELVAGE: KNUCKLED & KNUCKLED

FRAMEWORK
TOP RAIL: 1-7/8" O.D. SCHEDULE 40
MIDDLE RAIL: 1-7/8" O.D. SCHEDULE 40

CHAIN LINK FENCE SPECIFICATIONS
BOTTOM RAIL: 1-7/8" O.D. SCHEDULE 40
GATES
LINE POSTS: 2-3/8" O.D. SCHEDULE 40
TERMINAL/END POSTS: 3-1/2" O.D. SCHEDULE 40
FABRIC: SAME MESH & GAUGE
FRAME: 1-7/8" O.D. SCHEDULE 40

FITTINGS
STEEL FITTINGS: HOT DIPPED GALVANIZED
TIES: ALUMINUM
CAPS: MALLEABLE, CAST IRON STEEL. PRESSED

PLAN VIEW
1/4"=1'-0"
3-1/2" SCHEDULE 40

GALVANIZED POST
8" THICKENED EDGE
4" THICK CONCRETE SLAB W/ 6x6 W.W.M. O/ 4" COMPACTED BASE FILL SLOPE 1% TYP. W/ F.F. 1-1/2" ABOVE FINISH GRADE
48" x 96" WALK GATE W/ (4) HINGES AT POST
& FORK LATCH - FRAME DIAMETER 1-7/8"
3-1/2" GALVANIZED POST
3-1/2" GALVANIZED POST
1-7/8" GALVANIZED

TOP RAIL
1-7/8" GALVANIZED RAIL
1-7/8" GALVANIZED TOP RAIL
21' ALUMINUM TEAM

BENCH W/ BACKREST
(CONCRETE)
(C
O
N
C
R
E
T
E)
1-7/8" GALVANIZED TOP RAIL
9ga. GAW CHAIN LINK FABRIC TYP.
3-1/2" SCHEDULE 40 GALVANIZED POST
1-7/8" GALVANIZED BOTTOM & MIDDLE RAIL

REAR VIEW
1/4"=1'-0"
USE HEAVY BRACE & END RAIL CLAMPS @ ALL CONNECTIONS W/ 5/16" CARRIAGE BOLTS TYP. ALL DUGOUT SURROUND FENCING, INCLUDING POSTS, RAILS, FITTINGS, WIRE & HARDWARE SHALL BE SPECTRA BOND COLOR COATED FINISH

BY MASTER HALCO OR EQUAL - MIDNIGHT BLACK IN COLOR
(24' DUGOUT)
(24' DUGOUT)
(24' DUGOUT)
(24' DUGOUT)

SIDE VIEW
1/4"=1'-0"
3-1/2" SCHEDULE 40

GALVANIZED POST
1-7/8" GALVANIZED TOP RAIL
9ga. GAW CHAIN LINK FABRIC TYP.
3-1/2" SCHEDULE 40 GALVANIZED POST
1-7/8" GALVANIZED BOTTOM & MIDDLE RAIL
9ga. GAW CHAIN LINK FABRIC TYP.
1-7/8" GALVANIZED MIDDLE RAIL

FRONT VIEW
1/4"=1'-0"
48" x 96" GATE W/ (4) HINGES & FORK LATCH
FRAME TO BE 1-7/8" GALV. SCHEDULE 40

2. ALL POST & RAIL CONNECTIONS

SUPPORTING ROOF DECK TO BE
WELDED TOGETHER TYPICAL. POST TO

MIDDLE & BOTTOM RAILS CONNECTIONS

USE CLAMPS
FRONT
1-7/8" GALVANIZED RAIL
BACK
20ga. B DECK 1-1/2" METAL ROOF

DECKING - COLOR BY OWNER
2-3/8" LINE POST
2-3/8" LINE POST
2-3/8" LINE POST
20ga. B DECK 1-1/2" METAL ROOF
DECKING - COLOR BY OWNER 4" O.H. TYP.

1. CONTRACTOR SHALL BE RESPONSIBLE

FOR SUBGRADE/BASE COMPACTION &

CONCRETE COMPRESSION STRENGTH

TESTING BY A QUALIFIED TESTING COMPANY
& SUBMIT ALL REPORTS TO THE CITY
NOTES:

C
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D
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AS SHOWN
MAY 2025
F
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A
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D IM
P
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M
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5 0
N. 6
T
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9 2
2 4
3 12
4 9
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9 2
2 4
3 P
H. (7
6 0) 3
3 7-4
5 4
3 F
A
X (7
6 0) 3
5 2-4
8 6
7 A-7
SCALE:

DATE:

DRAWN BY:

REVISIONS
SHEET

Page 313 of 380 ends

10'-0" 10'-0" 8'-0" 8'-0" 24'-0" 4'-0"
10'-0" 10'-0"
10'-0" 10'-0" 8'-0" 8'-0" 24'-0" 4'-0"
1"=20'-0"
(E) SOFTBALL FIELD
(E) SOFTBALL FIELD
SEE SHEET A-7 FOR

DUGOUT PLAN & DETAILS
SEE SHEET A-7 FOR

DUGOUT PLAN & DETAILS
SEE SHEET A-8 FOR

BACKSTOP PLAN & DETAILS
NOTE:

FIELDS #3 & 4 PLAN
(HEIGHT = 18'-0")
(HEIGHT = 18'-0")
(HEIGHT = 18'-0") (HEIGHT = 18'-0") (HEIGHT = 8'-0") (HEIGHT = 8'-0") (HEIGHT = 8'-0") 4' HIGH GATE
4' HIGH GATE
(HGT.=4')
(E) 4' HIGH CHAIN LINK FENCE

REPAIR/REPLACE (E) FENCE AS

NEEDED TO ACCOMMODATE NEW

GATE, BACKSTOP & DUGOUT

REPAIR/REPLACE (E) FENCE AS

NEEDED TO ACCOMMODATE NEW

GATE, BACKSTOP & DUGOUT
(E) 4' HIGH CHAIN LINK FENCE
(HEIGHT = 18'-0") (HEIGHT = 18'-0") (HEIGHT = 8'-0") (HEIGHT = 8'-0") (HEIGHT = 8'-0") (HGT.=4') 20'-0" 10'-0" 10'-0"
4'-0" 4'-0" 5'-0" 5'-0" 2'-6"
18'-0"
1-7/8" GALVANIZED RAIL
1-7/8" GALVANIZED RAIL
1-5/8" GALVANIZED RAIL

BACKSTOP DETAIL
1/4"=1'-0"
1-7/8" GALVANIZED RAIL
4" SCHEDULE 40 GALVANIZED

END/CORNER POST
3-1/2" SCHEDULE 40 GALVANIZED LINE POST
1-7/8" GALVANIZED RAIL
(TYP. WING SECTION)

CHAIN LINK FABRIC
TYPE: GALVANIZED AFTER WEAVING
SPECIFICATION: ASTM A 392 CLASS 1 OR 2
GAUGE: 9ga. GAW
MESH: 2 INCH
HEIGHT: VARIES - SEE PLAN
SELVAGE: KNUCKLED & KNUCKLED

FRAMEWORK
TOP RAIL: 1-7/8" O.D. SCHEDULE 40
MIDDLE RAIL: 1-7/8" O.D. SCHEDULE 40

CHAIN LINK FENCE SPECIFICATIONS
BOTTOM RAIL: 1-7/8" O.D. SCHEDULE 40
GATES
LINE POSTS: 3-1/2" O.D. SCHEDULE 40
TERMINAL/END POSTS: 4" O.D. SCHEDULE 40
FABRIC: SAME MESH & GAUGE
FRAME: 1-7/8" O.D. SCHEDULE 40

FITTINGS
STEEL FITTINGS: HOT DIPPED GALVANIZED
TIES: ALUMINUM
CAPS: MALLEABLE, CAST IRON STEEL. PRESSED
USE HEAVY BRACE & END RAIL CLAMPS @ ALL CONNECTIONS W/ 5/16" CARRIAGE BOLTS TYP. 1-7/8" GALVANIZED RAIL
C
O
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Y
S
E
R
VIC
E
S
D
E
P
A
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T
M
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JV

AS SHOWN
MAY 2025
F
R
A
ZIE
R
FIE
L
D IM
P
R
O
V
E
M
E
N
T
S
P
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1 1
5 0
N. 6
T
H
S
T
R
E
E
T
E
L
C
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N
T
R
O, C
A
9 2
2 4
3 12
4 9
M
AIN
S
T
R
E
E
T
E
L
C
E
N
T
R
O, C
A
9 2
2 4
3 P
H. (7
6 0) 3
3 7-4
5 4
3 F
A
X (7
6 0) 3
5 2-4
8 6
7 A-8
SCALE:

DATE:

DRAWN BY:

REVISIONS
SHEET

Page 314 of 380 ends

8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0"
8'-0" 8'-0" 8'-0" 8'-0"
7'-2"
6'-6"
32'-8"
32'-0"
32'-0" 32'-0"
7'-6"
4'-0" 4'-0"
6'-6"

CHAIN LINK FABRIC
3-1/2" SCHEDULE 40 GALVANIZED POST

PLAN VIEW
1/4"=1'-0"
4" THICK CONCRETE SLAB W/ 6x6 W.W.M. O/ 4" COMPACTED BASE FILL SLOPE 1% TYP. W/ F.F. 1-1/2" ABOVE FINISH GRADE
48" x 96" WALK GATE W/ (4) HINGES AT POST
& FORK LATCH - FRAME DIAMETER 1-7/8"
3-1/2" GALVANIZED POST
3-1/2" GALVANIZED POST
1-7/8" GALVANIZED TOP RAIL
1-7/8" GALVANIZED RAIL
1-7/8" GALVANIZED TOP RAIL
27' ALUMINUM TEAM

BENCH W/ BACKREST
(CONCRETE)
(C
O
N
C
R
E
T
E)
1-7/8" GALVANIZED TOP RAIL
9ga. GAW CHAIN LINK FABRIC TYP.
2-3/8" SCHEDULE 40 LINE POST
1-7/8" GALVANIZED BOTTOM & MIDDLE RAIL

REAR VIEW
1/4"=1'-0"
TYPE: GALVANIZED AFTER WEAVING
(24' DUGOUT) (24' DUGOUT) (24' DUGOUT)
SPECIFICATION: ASTM A 392 CLASS 1 OR 2
GAUGE: 9ga. GAW
MESH: 2 INCH
HEIGHT: VARIES - SEE PLAN
SELVAGE: KNUCKLED & KNUCKLED

FRAMEWORK
TOP RAIL: 1-7/8" O.D. SCHEDULE 40

SIDE VIEW
MIDDLE RAIL: 1-7/8" O.D. SCHEDULE 40

FITTINGS
STEEL FITTINGS: HOT DIPPED GALVANIZED
TIES: ALUMINUM
CAPS: MALLEABLE, CAST IRON STEEL. PRESSED
1/4"=1'-0"
1-7/8" GALVANIZED TOP RAIL
3-1/2" SCHEDULE 40 GALVANIZED POST
9ga. GAW CHAIN LINK FABRIC TYP.
3-1/2" SCHEDULE 40 GALVANIZED POST
1-7/8" GALVANIZED BOTTOM & MIDDLE RAIL

FRONT VIEW
1/4"=1'-0"
48" x 96" GATE W/ (4) HINGES & FORK LATCH
FRAME TO BE 1-7/8" GALV. SCHEDULE 40

ALL POST & RAIL CONNECTIONS

SUPPORTING ROOF DECK TO BE
WELDED TOGETHER TYPICAL. POST TO

MIDDLE & BOTTOM RAILS CONNECTIONS

USE CLAMPS
NOTE:
9ga. GAW CHAIN LINK FABRIC TYP.
2-3/8" SCHEDULE 40 GALVANIZED POST
8" THICKENED EDGE
20ga. B DECK 1-1/2" METAL ROOF

DECKING - COLOR BY OWNER
2-3/8" LINE POST
9ga. GAW CHAIN LINK FABRIC TYP.
1-7/8" GALVANIZED MIDDLE RAIL

BACK FRONT
4" O.H. TYP.

USE HEAVY BRACE & END RAIL CLAMPS @ ALL CONNECTIONS W/ 5/16" CARRIAGE BOLTS TYP. ALL DUGOUT SURROUND FENCING, INCLUDING POSTS, RAILS, FITTINGS, WIRE & HARDWARE SHALL BE SPECTRA BOND COLOR COATED FINISH

BY MASTER HALCO OR EQUAL - MIDNIGHT BLACK IN COLOR
C
O
M
M
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NIT
Y
S
E
R
VIC
E
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D
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P
A
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JV

AS SHOWN
MAY 2025
F
R
A
ZIE
R
FIE
L
D IM
P
R
O
V
E
M
E
N
T
S
P
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O
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1 1
5 0
N. 6
T
H
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T
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C
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O, C
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9 2
2 4
3 12
4 9
M
AIN
S
T
R
E
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T
E
L
C
E
N
T
R
O, C
A
9 2
2 4
3 P
H. (7
6 0) 3
3 7-4
5 4
3 F
A
X (7
6 0) 3
5 2-4
8 6
7 A-9
SCALE:

DATE:

DRAWN BY:

REVISIONS
SHEET

Page 315 of 380 ends

City Council of the City of El Centro
1275 W. Main Street
El Centro, CA 92243

SUBMITTED
ACTION ITEM (ID # 2025-180)
Item: 13.

Meeting: 6/3/2025 3:30 PM
Department: Community Services
Category: Presentation
Prepared by: Adriana Nava,
Community Services Director
Department Head: Adriana Nava
DOC ID: 2025-180
Discussion and related action regarding California Department of Transportation Clean California Grant for Embellece (Beautify) El Centro CITY MANAGER'S RECOMMENDATION:

Approve the design concepts presented by COAR Design Group.

FISCAL IMPACT:

A Clean California Grant was sought by City Staff and was awarded in the amount of $4,782,000. The grant includes funding for the following activities:

INFRASTRUCTURE ($4,477,000)
• Renovation of Town Square- installation of artifical turf, concrete, and related electrical improvements
• Installation of ten Big Belly Trash Receptacles
• Installation of sixteen park benches along Main Street from 4th through 8th Streets • Installation of new gateway sign on Main/8th Street
• Renovation of sign on Main/4th Street
• Installation of eighteen stormwater curb inlets
NON-INFRASTRUCTURE ($305,000)
• Completion of three murals at distinct locations ($45,000) • Security Services at Town Square for a 12-month period after construction ($190,000)
• Hosting of Downtown Special Events ($70,000)
STRATEGIC PLANNING PROGRAM 2022-2027 RELATION:

City Beautification, Engagement & Civic Pride
Recreation & Lifelong Learning
Economic Opportunity
DUE DILIGENCE CHECK FOR CONTRACTORS/CONSULTANTS: DID THE

DEPARTMENT VERIFY CURRENT EL CENTRO BUSINESS LICENSE,
CONTRACTOR'S LICENSE, REFERENCE CHECKS, INSURANCE, ETC.:

COAR Design Group is a reputable architectural firm from San Diego, California. They are a part of the City's On-Call Architectural Firms and have a business license. A contractor has not been selected for the project. After the design is complete, the project will go out to bid and the lowest, responsive bidder will be selected, in conformance with the City's bidding process.

Page 316 of 380 ends

BACKGROUND:

Over the past decade, the City of El Centro has been committed to enhancing the downtown area through collaborative efforts with the community and local merchants.

Recognizing the importance of a vibrant and welcoming downtown, the City Council formed the Downtown Ad Hoc Committee in 2021 under the leadership of former Mayor Cheryl Viegas-Walker to guide these efforts. Below is a summary of efforts to improve the downtown area.

Facade Improvement Program
Through a series of community engagement meetings, it became evident that improving the aesthetics of Downtown El Centro was a top priority. In response, the City launched the Facade Improvement Program, which was implemented in two funding rounds:
• Round 1: $125,000
• Round 2: $134,000
A total of sixteen (16) commercial properties benefited from these investments, resulting in visible improvements to building exteriors and contributing to a more attractive downtown streetscape.

Infrastructure Enhancements
To complement private property improvements, the City also invested in key public infrastructure upgrades:
• Downtown Decorative Lighting: $1 million funded through the Highway Safety Improvement Program (HSIP)
• Downtown Parking Lot Improvements: $500,000 in paving and accessibility upgrades
Public Safety Measures
• Safety in the downtown core was a recurring theme during outreach. In response, the City implemented the following actions:
• Installation of 30 surveillance cameras throughout downtown – $47,000 • Establishment of a Police Department Community Relations Unit focused on downtown outreach
• Deployment of a full-time security guard at the Transfer Terminal to enhance transit safety and deter loitering – $43,000
Clean California Grant Award
In 2023, staff identified the Clean California Grant as a strategic funding opportunity aligned with the Downtown Ad Hoc Committee’s beautification goals. This competitive statewide grant, administered by Caltrans, focuses on improving and beautifying streets and public spaces.

Following robust public outreach to ensure alignment with community priorities, the City

Page 317 of 380 ends

submitted a proposal and was one of only 42 awardees statewide, selected from a pool of 230 applicants.

Clean California Grant Awarded: $4,782,000
These funds will significantly advance the City’s ability to implement transformative public space improvements in the downtown area.

DISCUSSION:

Prior to submitting the Clean California grant application, City staff conducted multiple community engagement sessions to gather feedback from residents and stakeholders regarding signage preferences and overall design desires for the downtown area. This input was instrumental in shaping a competitive and community-driven grant proposal.

Following the successful award of $4.78 million in Clean California funding, the City engaged COAR Design Group, an on-call architectural firm, to develop design concepts and cost estimates in alignment with the approved grant scope. COAR Design Group will present their proposed vision for downtown signage and improvements to the Town Square.

While the core elements of the project scope are fixed per the grant agreement, the City Council is encouraged to provide input on the aesthetic direction and may request reasonable design modifications to better reflect the community’s identity and preferences.

The current design concepts meet the objectives of the grant by enhancing downtown gateways and elevating the overall visual appeal, ultimately contributing to a more welcoming and livable environment for El Centro residents.

CONCLUSION:

Approve the design concepts presented by COAR Design Group.

ATTACHMENTS:

1. 25.05.12 - Embellece El Centro_Material Board & Renderings

2. 25.04.29 - Embellece El Centro_100% DD Plans

Page 318 of 380 ends

EL CENTRO TOWN SQUARE

EXTERIOR FINISHES

STUCCO PAINT COLOR
(P-2): SW 7044 - Amazing Gray

STUCCO PAINT COLOR
(P-3): SW 7047 - Porpoise

STUCCO PAINT COLOR
(P-4): SW 7048 - Urban Bronze

METAL PAINT COLOR
(P-5): Quilt Gold -SW Alkyd Urethane
Semigloss

STUCCO PAINT COLOR
(P-1): SW 7003 - Greek Villa

Page 319 of 380 ends

EL CENTRO TOWN SQUARE

EXTERIOR RENDERING

Page 320 of 380 ends

EL CENTRO TOWN SQUARE

EXTERIOR RENDERING

Page 321 of 380 ends

EL CENTRO TOWN SQUARE

EXTERIOR RENDERING

Page 322 of 380 ends

EL CENTRO TOWN SQUARE

EXTERIOR RENDERING

Page 323 of 380 ends

EL CENTRO EXISTING GATEWAY SIGN

EXTERIOR RENDERING

Page 324 of 380 ends

EL CENTRO NEW GATEWAY SIGN

EXTERIOR RENDERING

Page 325 of 380 ends

LOCATION OF PROJECT
679 MAIN STREET, EL CENTRO, CA
053-104-020

CITY OF EL CENTRO
2022 CALIFORNIA BUILDING CODE
2022 CALIFORNIA FIRE CODE
2022 CALIFORNIA ENERGY CODE
2022 CALIFORNIA GREEN BUILDING STANDARDS
2022 CALIFORNIA ELECTRICAL CODE
2022 CALIFORNIA MECHANICAL CODE
2022 CALIFORNIA PLUMBING CODE
2022 CALIFORNIA EXISTING BUILDING CODE
PROJECT ADDRESS:

ASSESSOR'S PARCEL NUMBER:

GOVERNING AGENCY:

GOVERNING CODES:

ARCHITECTURE
COAR Design Group
Contact: Jeff Katz, AIA
[email protected]

LANDSCAPE
KTUA
3916 NORMAL STREET
SAN DIEGO, CA 92103
(619) 294-4477
CONTACT: TIM HENDERSON
[email protected]

STRUCTURAL
WISEMAN + ROHY STRUCTURAL ENGINEERS
9915 MIRA MESA BLVD STE 200,
SAN DIEGO, CA 92131
(858) 536-5166
CONTACT: STEVEN ROHY, S.E.

[email protected]
9640 GRANITE RIDGE DR. SUITE 130
SAN DIEGO, CA 92123
(619) 698-9177

ELECTRICAL

ELEN CONSULTING
9150 CHESAPEAKE DR. SUITE 220
SAN DIEGO, CA 92123
(619) 550-1085
CONTACT: ANTON NATHANSON
[email protected]
CIVIL

DELANE ENGINEERING
4909 MURPHY CANYON ROAD, SUITE 330
SAN DIEGO, CA 92123
(619) 535-0602
CONTACT: JOHN PRINCE, P.E., P.M.P., QSD
[email protected]
SITE
PROJECT NUMBER:

SHEET TITLE:

NOT FOR

CONSTRUCTION
PROJECT:
9640 GRANITE RIDGE DR, SUITE 130
SAN DIEGO, CA 92123
619.698.9177 | www.coargroup.com
SHEET NUMBER:

DESCRIPTION: DATE:

SCHEMATIC
DESIGN
12/18/2024
100% DESIGN

DEVELOPMENT
4/29/25

TITLE SHEET
240903
T-1

EMBELLECE EL CENTRO

TOWN SQUARE

CITY OF EL CENTRO
679 MAIN STREET, EL
CENTRO, CA 92243

EMBELLECE EL CENTRO TOWN SQUARE
679 MAIN STREET, EL CENTRO, CA 92243

LOCATION MAP

PROJECT DATA PROJECT TEAM

VICINITY MAP
T-1 TITLE SHEET
C1.0 GENERAL CIVIL NOTES
C2.0 TYPICAL DETAILS
C3.0 EXISTING CONDITIONS PLAN (TOWN SQUARE)
C4.0 IMPROVEMENT PLAN (TOWN SQUARE)
C5.0 IMPROVEMENT PLAN (WEST GATEWAY)
C6.1 STORM DRAIN INLET PROTECTION DETAILS (MAIN
ST)
L1-0 LANDSCAPE CONSTRUCTION PLAN
L1-1 LANDSCAPE CONSTRUCTION PLAN - MAIN STREET
L1-2 LANDSCAPE CONSTRUCTION LEGEND AND NOTES
L1-3 LANDSCAPE CONSTRUCTION DETAILS
L1-4 LANDSCAPE CONSTRUCTION DETAILS
L2-0 LANDSCAPE IRRIGATION PLAN
L2-1 LANDSCAPE IRRIGATION DETAILS
A1.1 DEMO SITE PLAN
A1.2 SITE PLAN
A1.3 ENLARGED SITE PLANS & DETAILS
A3.1 EXTERIOR ELEVATIONS - TOWN SQUARE
A3.2 4TH STREET GATEWAY SIGN
A3.3 8TH STREET GATEWAY SIGN
A3.4 ENLARGED EXTERIOR ELEVATIONS
A3.5 EXTERIOR RENDERINGS
A4.8 STAIR DETAILS
A5.1 INTERIOR ELEVATIONS
A6.2 FINISH SCHEDULE
S1.0 STRUCTURAL NOTES
S1.1 STRUCTURAL NOTES
S1.2 STRUCTURAL NOTES
S1.3 TYPICAL DETAILS
S1.4 TYPICAL DETAILS
S1.5 TYPICAL DETAILS
S2.0 TOWN SQUARE FOUNDATION PLAN
S3.0 8TH STREET GATEWAY SIGN
E0.1 ELECTRICAL SYMBOLS AND ABBREVIATIONS
E0.2 ELECTRICAL SINGLE LINE DIAGRAM
E0.3 LUMINAIRE SCHEDULE
E1.0 DEMO - OVERALL SITE PLAN
E1.1 DEMO - ELECTRICAL SITE PLAN A
E1.2 DEMO - ELECTRICAL SITE PLAN B
E1.3 ELECTRICAL SITE PLAN
E2.11 LIGHTING PLAN - AREA A
E2.12 LIGHTING PLAN - AREA B
E5.1 ELECTRICAL ENLARGED PLAN
E5.2 ELECTRICAL ENLARGED PLAN

SHEET INDEX

Page 326 of 380 ends

811 OR
WWW.DIGALERT.ORG Page 327 of 380

Page 328 of 380 ends

PROTECT EX STORM

DRAIN PIPE

PROTECT EX STORM

DRAIN PIPE

PROTECT EX

UTILITIES

PROTECT EX

ELECTRICAL

PROTECT EX

UTILITIES
CAUTION!

OVERHEAD LINES

PROTECT EX STORM

DRAIN PIPE

PROTECT EX STORM

DRAIN PIPE

Page 329 of 380 ends

Page 330 of 380 ends

PROPOSED GATEWAY

SIGN PER ARCH AND

STRUCT PLANS

PROPOSED GATEWAY

SIGN FOUNDATION PER

STRUCT PLANS

PROPOSED GATEWAY

SIGN FOUNDATION PER

STRUCT PLANS

REPLACE EX CURB AND

GUTTER AS NEEDED

FOR EXCAVATION

REPLACE EX CURB AND

GUTTER AS NEEDED

FOR EXCAVATION

Page 331 of 380 ends

8th STREET
7th STREET
7th STREET
6th STREET
5th STREET
4th STREET
6th STREET 5th STREET PHOTO 9295 PHOTO 9311 PHOTO 9323 PHOTO 9328 PHOTO 9345 PHOTO 9356 PHOTO 9369 PHOTO 9372 PHOTO 9386 PHOTO 9388 PHOTO 9415 PHOTO 9418 PHOTO 9403 PHOTO 9378 PHOTO 9397 PHOTO 9410 PHOTO 9407 PHOTO 9364 PHOTO 9302 TYPE 1 TYPE 1 TYPE 1 TYPE N/A TYPE 2 TYPE 2 TYPE 2 TYPE 2 TYPE 2 TYPE 2 N/A (PROTECTED ABOVE) TYPE 3 N/A (PROTECTED ABOVE) TYPE 1 TYPE 1 TYPE 2TYPE 2 TYPE 3 N/A (PROTECTED RIGHT) N/A (PROTECTED BELOW) SEE SHEET C6.1 FOR TYPE AND QUANTITIES OF INLET PROTECTION DEVICES

Page 332 of 380 ends

TYPE 1 - INLET SCREEN

FABCO OR APPROVED EQUAL
TYPE 3 - OUTLET PIPE SCREEN

FABCO OR APPROVED EQUAL
NOTE: ANY REDUCTION IN INLET CAPACITY AND

POTENTIAL INCREASED FLOODING HAS NOT BEEN

EVALUATED AND IS BEYOND THE SCOPE OF THIS
PROJECT. THE CITY IS TO PERFORM PROPER

MAINTENANCE ON THE TRASH DEVICES TO
ENSURE ADEQUATE DRAINAGE.

TYPE 2 - FILTER BAG

FABCO OR APPROVED EQUAL
QUANTITIES:

TYPE 1 = 5
TYPE 2 = 8
TYPE 3 = 2
N/A = 5 (PROTECTED DOWNSTREAM

BY ANOTHER DEVICE OR INFEASIBLE

PROPRIETARY AND CONFIDENTIAL

THIS DOCUMENT IS THE PROPERTY OF

FABCO INDUSTRIES AND IS CONVEYED

WITH THE EXPRESS CONDITION THAT IT

AND THE INFORMATION CONTAINED IN

IT ARE NOT TO BE USED, DISCLOSED,

OR REPRODUCED IN WHOLE OR IN

PART, FOR ANY PURPOSE WITHOUT

THE EXPRESS WRITTEN CONSENT OF
FABCO INDUSTRIES; AND THAT NO

RIGHT IS GRANTED TO DISCLOSE OR

SO USE ANY INFORMATION CONTAINED
IN SAID DOCUMENT. NONE

PROJECT
FABCO INDUSTRIES, INC.
24 CENTRAL DRIVE
FARMINGDALE, NY 11735
WWW.FABCO-INDUSTRIES.COM

MATERIAL
TOLERANCES:

DEC .00 ± .01
DEC .000 ± .005
FRACT ± 1/16
ANGLE ± 2°

UNLESS OTHERWISE SPECIFIED

REMOVE ALL BURRS
BREAK SHARP EDGES .002 - .020
FILLETS .020 MAX

DIMENSIONS ARE IN INCHES AND

INCLUDE CHEMICALLY APPLIED

OR PLATED FINISHES
DWN
CHKR
ENGR
UPD

APPROVAL DATE
SIZE
B DWG. NO. REV
SCALE: SHEET 1 OF 1
B

FRONT VIEW

EXPANDING FILLER
PLATE (TYP 2PL)

MOUNTING RAIL

STRUT CHANNEL

REFERENCE VIEW
(SHOWN IN ACTUATED STATE)

REFERENCE VIEW
(SHOWN IN UNACTUATED STATE)
A

TOP VIEW

TOP CURB

MOUNT PLATE
1-1/2" LATERAL

ADJUSTMENT
ROTATE 30

SIDE VIEW

CONCRETE
ANCHOR

REFERENCE VIEW
(ARS WITH 2 MAGNET HOUSINGS FOR UNITS > 6 FT)

MAGNET HOUSING

ADJUSTMENT/

CONNECTION PANEL
NOTES:

1. MATERIAL: STAINLESS STEEL

2. FILTER SCREEN: 3/16" OR 1/2" PERFORATED
STAINLESS STEEL, 300 SERIES

3. ACTUATION PRESSURE HEAD: 1.5" (TYPICAL)

4. BYPASS GAP ABOVE GATE: 1.0"

5. ROUTINE MAINTENANCE TASKS INVOLVE THE

FOLLOWING STEPS AND SHOULD BE
PERFORMED ON A QUARTERLY BASES:
• INSPECTING AND REMOVING ANY DEBRIS

THAT MAY OBSTRUCT THE SCREEN FROM
OPENING OR CLOSING.
• POWER WASHING, BRUSHING, OR

VACUUMING THE PERFORATED SCREENS
TO ENSURE OPTIMAL FLOW.
• PROPERLY DISPOSING OF COLLECTED

DEBRIS IN COMPLIANCE WITH STATE AND
LOCAL REGULATIONS.
• DOCUMENTING MAINTENANCE ACTIVITIES
AS NECESSARY.

STAINLESS STEEL ARS-1-TABLE A
J.C.

J.P.
7/18/2024
7/18/2024

AUTOMATIC RETRACTABLE SCREEN
FOR ADDITIONAL INFORMATION PLEASE CONTACT:

FERGUSON WATERWORKS, 1-800-448-3636, www.ferguson.com
NOT TO SCALE 02/06/25

STORMRING CPS W/

VECTOR CONTROL

FRONT VIEW SIDE VIEW

PLAN VIEW

REFERENCE VIEW

OUTLET PIPE

EXPANDING
RING

BACK PLATE

FRONT COVER

QBYPASS
A
C B
NOTES:

1. BODY: ALUMINUM ALLOY

2. HARDWARE: STAINLESS STEEL

3. TYPICAL FILTER SCREEN: 3/16" HOLES, 51% OPEN SPACE

4. WARRANTY: 10-YEARS ON MANUFACTRED COMPONENTS. SEE FABCO WEBSITE FOR DETAILS.

5. INSTALLATION: CAREFULLY INSERT THE EXPANDING RING INTO THE PIPE OPENING.

USE THE INTERNAL JACK-SCREW TO TIGHTEN THE RING SECURELY TO THE INNER WALLS OF THE PIPE OPENING. ALIGN THE TRANSITION PLATE WITH THE STANDOFF

POINTS, AND THEN FASTEN THE PLATE ONTO THE RING USING THE HEX BOLTS AND WASHERS PROVIDED. ATTACH THE BACK FRAME TO THE TRANSITION PLATE USING THE PROVIDED HARDWARE. PLACE THE FRONT COVER BY MATCHING THE HOLE IN THE

COVER WITH THE BACK FRAME, AND THEN USE THE PROVIDED EYEBOLT SCREW TO FIRMLY SECURE THE FRONT COVER TO THE BACK FRAME.

PART
NUMBER

NOMINAL
PIPE
DIA.

EXPANDING
COLLAR DIA. (A)
STUB
LENGTH
(B)
CPS
DEPTH
(C)
CPS
HEIGHT
(D)
CPS
WIDTH
(E)

FILTERED
FLOW
RATE
BYPASS
FLOW
MIN. MAX. RATE
SCA6-1V 6" 5.63" 6.50" 6.00" 10.00" 10.13" 10.13" 0.95 CFS 0.64 CFS SCA8-1V 8" 7.50" 8.50" 6.00" 13.00" 11.88" 11.38" 1.6 CFS 1.1 CFS SCA10-1V 10" 9.50" 10.50" 8.00" 13.50" 13.50" 13.25" 2.0 CFS 1.7 CFS SCA12-1V 12" 11.38" 12.63" 8.00" 15.50" 15.38" 15.38" 2.7 CFS 2.4 CFS SCA15-1V 15" 14.25" 15.50" 8.00" 15.50" 21.38" 18.38" 4.6 CFS 3.9 CFS SCA18-1V 18" 17.38" 18.63" 8.00" 15.75" 28.00" 21.38" 7.7 CFS 5.6 CFS SCA24-1V 24" 23.25" 24.50" 12.00" 17.00" 40.00" 28.38" 11.3 CFS 10.0 CFS D
E
A

HINGED VECTOR

CONTROL ACCESS

REMOVABLE FRONT
SCREEN
FOR ADDITIONAL INFORMATION PLEASE CONTACT:

FERGUSON WATERWORKS, 1-800-448-3636, www.ferguson.com
NOT TO SCALE 02/10/25

STORMTROUGH KIT
NOTES:

1. MTS96-0-KIT-1 SHOWN FOR ILLUSTRATION PURPOSES

2. MATERIALS:

A. TROUGHS: STAINLESS STEEL
B. STRUT CHANNEL / HARDWARE: CPS EXTRUSION
C. STORMSACK: POLYETHYLENE, 5-MM OPENINGS

3. TROUGH SEGMENTS ARE 6" WIDE AND 4" DEEP

4. PERF BASKET AND STORMSACK OPTIONS AVAILABLE,
SEE DETAIL FOR SIZING INFORMATION.

5. ALL MOUNTING HARDWARE INCLUDED

6. OPTIONAL ADD-ONS:

A. OIL BOOM
B. TRAY SUPPORT LEG
C. STRAIGHT THROUGH SEGMENT, 24"
D. CORNER EXPANSION KIT
E. WING DIVERTER

7. WARRANTY: 10-YEAR ON ALL COMPONENTS

PART NUMBER DESCRIPTION

QUANTITY SUPPLIED
3"
TROUGH
6"
TROUGH
12"
TROUGH
24"
TROUGH
12" DEEP
BASKET
TRAY
18" DEEP
BASKET
TRAY
24" DEEP
BASKET
TRAY

END CAP
(RIGHT)

END CAP
(LEFT)
STRUT

CHANNEL
(48" LENGTH)
MTS48.0-KIT-1 4.0' TROUGH KIT 0 2 1 0 0 1 0 1 1 1
MTS48.0-KIT-1D 4.0' TROUGH KIT - DEEP 0 2 1 0 0 0 1 1 1 1 MTS48.0-KIT-1S 4.0' TROUGH KIT - SHALLOW 0 2 1 0 1 0 0 1 1 1 MTS72.0-KIT-1 4.0' TO 6.0' TROUGH KIT 2 1 1 1 0 1 0 1 1 2 MTS72.0-KIT-1D 4.0' TO 6.0' TROUGH KIT - DEEP 2 1 1 1 0 0 1 1 1 2 MTS72.0-KIT-1S 4.0' TO 6.0' TROUGH KIT - SHALLOW 2 1 1 1 1 0 0 1 1 2 MTS96.0-KIT-1 6.5' TO 8.0' TROUGH KIT 2 1 1 2 0 1 0 1 1 2 MTS96.0-KIT-1D 6.5' TO 8.0' TROUGH KIT - DEEP 2 1 1 2 0 0 1 1 1 2 MTS96.0-KIT-1S 6.5' TO 8.0' TROUGH KIT - SHALLOW 2 1 1 2 1 0 0 1 1 2

FRONT VIEW

REFERENCE VIEW

PLAN VIEW

BASKET TRAY

STRUT CHANNEL NEOPRENE SPLASHGUARD

END CAP (LEFT) END CAP (RIGHT)
6" TROUGH 24" TROUGH 12" TROUGH
3" TROUGH

PERF BASKET / STORMSACK
(SOLD SEPEARATELY) *A

PART NUMBER
SUFFIX

BASKET TRAY

DEPTH (A)
-1 18"
-1S 12"
-1D 24"
FOR ADDITIONAL INFORMATION PLEASE CONTACT:

FERGUSON WATERWORKS, 1-800-448-3636, www.ferguson.com
NOT TO SCALE 02/07/25
WALL-MOUNTED "U" CPS

W/ VECTOR CONTROL TOP

QBYPASS

PLAN VIEW REFERENCE VIEW

FRONT VIEW SIDE VIEW
C
B
D
A

VECTOR CONTROL

HINGED ACCESS DOOR
NOTES:

1. PERFORMANCE CHARACTERISTICS:

A. STAINLESS STEEL FRAME & HARDWARE
B. Ø 5mm HOLES PERFORATED STAINLESS STEEL
C. 51% OPEN AREA TYPICALLY

2. CUSTOM SIZES AVAILABLE, CONTACT FERGUSON

WATERWORKS

3. WARRANTY: 10 YEAR ON MANUFACTURED COMPONENTS
(REFER TO FABCO WEBSITE FOR FURTHER DETAILS)

4. TYPICAL INSTALLATION:

A. PASS SCREENS THROUGH MANHOLE OPENING AND

ASSEMBLE SCREEN ASSEMBLY USING PROVIDED
HARDWARE (IF APPLICABLE).

B. POSITION CPS BASE AGAINST CATCH BASIN WALLS
AND IN FRONT OF OUTLET PIPE.

C. MOUNT USING PROVIDED CONCRETE STRIKE
ANCHORS AND SEAL EDGES.

D. MEASURE HEIGHT FOR BYPASS AND MOUNT COVER

USING PROVIDED CONCRETE STRIKE ANCHORS
PART
NUMBER
PIPE
DIA.

WIDTH
(A)
DEPTH
(B)
HEIGHT
(C)
BYPASS
HEIGHT
(D)

FILTERED
FLOW
RATE
BYPASS
FLOW
RATE
OCS12-1WL 12" 17.63" 11.75" 12.00" 4.00" 2.8 CFS 3.3 CFS OCS18-1WL 18" 23.63" 11.75" 18.00" 7.00" 7.3 CFS 6.8 CFS OCS24-1WL 24" 31.25" 11.75" 24.00" 15.00" 8.2 CFS 17.5 CFS OCS36-1WL 36" 43.25" 11.75" 36.00" 20.00" 18.5 CFS 29.3 CFS

CERTIFIED FULL TRASH CAPTURE DEVICE BY CALIFORNIA STATE WATER BOARD

TOP COVER

BASE SCREEN

ASSEMBLY
FOR ADDITIONAL INFORMATION PLEASE CONTACT:

FERGUSON WATERWORKS, 1-800-448-3636, www.ferguson.com
NOT TO SCALE 02/06/25
STORMSACK: STAINLESS STEEL

W/ VECTOR CONTROL
NOTES:

1. CASQA CERTIFIED TRASH FULL CAPTURE SYSTEM

2. MATERIAL:

A. FRAME: STAINLESS STEEL, 300-SERIES
B. HARDWARE: STAINLESS STEEL
C. STORMSACK: POLYPROPYLENE 5mm MESH SIZE

3. RECOMMENDED 2" MIN. CLEARANCE BELOW SACK.

4. GENERAL INSTALLATION: CAREFULLY REMOVE THE STORM GRATE,

MEASURE CATCH BASIN FRAME CLEAR OPENING AND ADJUST
FLANGES TO REST ON GRATE SUPPORT LEDGE. INSTALL

STORMSACK AND VERIFY EACH FLANGE IS SECURE AND THE UNIT IS SNUG WITH LITTLE MOVEMENT IN THE DRAIN. TRIM RUBBER
SPLASH GUARDS AS NECESSARY. REINSTALL THE STORM GRATE
DIRECTLY ON THE STORMSACK ADJUSTABLE SUPPORT FLANGES.

5. WARRANTY: 10-YEAR ON MANUFACTURED COMPONENTS. (REFER

TO FABCO WEBSITE FOR FURTHER DETAILS)

PART NUMBER

SUFFIX OPTIONS
-1 STANDARD
-1B WITH OIL BOOM

PART NUMBER DESCRIPTION
GRATE MIN. GRATE MAX. EMPTY WEIGHT
(LBS.)

STORAGE

CAPACITY
(CF)

FILTERED
FLOW
RATE
(CFS)
BYPASS
FLOW
RATE
(CFS) WIDTH
(IN)
LENGTH
(IN) WIDTH(IN)
LENGTH
(IN)
BSMW1818-1 STORMSACK 17X17 TO 19X19 17 17 19 19 20 0.5 5.8 1.4 BSMW2424-1 STORMSACK 23X23 TO 25X25 23 23 25 25 28 1.4 11.3 2.5 BSMW3030-1 STORMSACK 29X29 TO 31X31 29 29 31 31 36 2.8 17.8 3.7 BSMW3636-1 STORMSACK 35X35 TO 37X37 29 29 37 37 44 4.7 25.4 4.9

FRONT VIEW SIDE VIEW

TOP VIEW

REFERENCE VIEW
BYPASS BYPASS 18" (REF.)

GRATE LENGTH GRATE WIDTH

VECTOR CONTROL ACCESS

PORT W/ RUBBER FLAP

CORNER FILLER

ADJUSTABLE

SUPPORT FLANGE

STORMSACK

SUPPORT CLIPS

STORMSACK

LIFTING TABS

REPLACEABLE

STORMSACK

Page 333 of 380 ends

PROJECT NUMBER:

SHEET TITLE:

NOT FOR

CONSTRUCTION
OF
PROJECT:

EMBELLECE EL CENTRO

CITY OF EL CENTRO
679 MAIN ST, EL CENTRO,
CA 92243
9640 GRANITE RIDGE DR, SUITE 130
SAN DIEGO, CA 92123
619.698.9177 | www.coargroup.com
SHEET NUMBER:

DESCRIPTION: DATE:

DESIGN

DEVELOPMENT
04/22/25 3916 Normal Street San Diego, CA 92103 619.294.4477 | www.ktua.com L1-0

LANDSCAPE

CONSTRUCTION
PLAN
NORTH 0 20 feet
1" = 10'
10 30 40

KEY NOTES
EXISTING BUILDING COLUMNS, TYP.

CATCH BASINS, SEE CIVIL PLAN
20' X 8' PARALLEL PARKING, SEE CIVIL AND

ARCHITECTURAL PLANS
FOOD TRUCKS CLEARANCE ZONE, TYP.

ADA RAMPS, SEE CIVIL PLAN.

EXISTING POWER POLE TO PROTECT IN PLACE

ELECTRICAL OUTLETS IN THE COLUMNS FOR
GENERATORS, (1) FOR EACH FOOD TRUCK SPACE, SEE

ELECTRICAL PLAN

EXISTING PUMP AND ELECTRICAL ROOM,

SEE ARCHITECTURAL PLAN
EXISTING ELECTRICAL EQUIPMENT, SEE CIVIL PLAN 123456789 2 3 4 MAIN STREET 1 EQ.

S. 7TH STREET

LIMIT OF WORK

LIMIT OF WORK LIMIT OF WORKLIMIT OF WORK

LIMIT OF WORK
LIMIT OF WORK 8
EQ. EQ. 5 5 7 7 7 777

SHEET LEGEND

KEY SYMBOL ITEM DETAIL

PAVING / SURFACES
CONCRETE PAVING 1 -

VEHICULAR
SEE
CIVIL
CONCRETE PAVING 2 -

PEDESTRIAN
SEE
CIVIL
CONCRETE PAVING 4 -
CONCRETE BAND (1'-0"

WIDTH TYPICAL)
A / L1-3

CONCRETE JOINT -

DOWELED EXPANSION
B / L1-3

CONCRETE JOINT -

EXPANSION (BY BUILDING

COLUMNS)
B / L1-3

CONCRETE JOINT -

CONTROL
B / L1-3
ARTIFICIAL TURF C / L1-3

SITE FURNISHING
REMOVABLE BOLLARD A / L1-4

CONCRETE BENCH -
P-01
P-03
P-07
P-02
P-05
P-06
F-01
F-02
P-04
P-01
F-01
P-06
P-04
P-05
P-02
P-06
P-05
P-03
P-07
F-02 4 6

1. REFER TO SHEETS L1-2 FOR LANDSCAPE CONSTRUCTION
LEGEND AND NOTES.

2. REFER TO SHEETS L1-3 THROUGH L1-4 FOR LANDSCAPE
CONSTRUCTION DETAILS.

3. REFER TO SHEETS L2-0 THROUGH L2-1 FOR LANDSCAPE
IRRIGATION PLANS, NOTES, LEGEND AND DETAILS.

4. REFER TO CIVIL PLANS FOR GRADING AND SITE CONTROL.

SHEET NOTES
TYP. OF (3)
EQ. EQ. 2'-9" TYP.

EQ. EQ. EQ. EQ. EQ. 9'-3" TYP.

TYP. OF (3) F-01
7'-6" EQ. EQ. 6'-0"
TYP. OF (3) F-01 2
EQ. 2'-9" EQ. 9 6'-0"
6'-0"
TYP. 6'-0" 6'-0" 7'-5" 5'-0" 16'-9" 2'-3"
1'-0" WIDTH TYP. 2'-6"1'-3" 2'-0"8'-8"
C.L. 1'-3" R5'-10"
2'-10" 11'-4" 2'-0"
4",
TYP. EQ. 6'-0"
TYP. EQ.
3'-6"
TYP.

Page 334 of 380 ends

PROJECT NUMBER:

SHEET TITLE:

NOT FOR

CONSTRUCTION
OF
PROJECT:

EMBELLECE EL CENTRO

CITY OF EL CENTRO
679 MAIN ST, EL CENTRO,
CA 92243
9640 GRANITE RIDGE DR, SUITE 130
SAN DIEGO, CA 92123
619.698.9177 | www.coargroup.com
SHEET NUMBER:

DESCRIPTION: DATE:

DESIGN

DEVELOPMENT
04/22/25 3916 Normal Street San Diego, CA 92103 619.294.4477 | www.ktua.com L1-1

LANDSCAPE

CONSTRUCTION

PLAN - MAIN
STREET
NORTH MATCHLINE, SEE BELOW ON SAME SHEET MATCHLINE, SEE ABOVE ON SAME SHEET MATCHLINE, SEE BELOW ON SAME SHEET MATCHLINE, SEE ABOVE ON SAME SHEET 0 60 feet 1" = 30'
30 90 120 8TH STREET
MAIN STREET 7TH STREET
TOWN
CENTER 6TH STREET MAIN STREET

MAIN STREET
MAIN STREET 5TH STREET 4TH STREET

SHEET LEGEND

KEY SYMBOL ITEM DETAIL

SITE FURNISHING

TRASH AND RECYCLING
DOUBLE STATIONS - STEEL BENCH C / L1-4
F-03
F-04

1. REFER TO SHEETS L1-2 FOR LANDSCAPE CONSTRUCTION
LEGEND AND NOTES.

2. REFER TO SHEETS L1-3 THROUGH L1-4 FOR LANDSCAPE
CONSTRUCTION DETAILS.

3. REFER TO SHEETS L2-0 THROUGH L2-1 FOR LANDSCAPE
IRRIGATION PLANS, NOTES, LEGEND AND DETAILS.

4. REFER TO CIVIL PLANS FOR GRADING AND SITE CONTROL.

SHEET NOTES
F-03
F-04
F-03

Page 335 of 380 ends

PROJECT NUMBER:

SHEET TITLE:

NOT FOR

CONSTRUCTION
OF
PROJECT:

EMBELLECE EL CENTRO

CITY OF EL CENTRO
679 MAIN ST, EL CENTRO,
CA 92243
9640 GRANITE RIDGE DR, SUITE 130
SAN DIEGO, CA 92123
619.698.9177 | www.coargroup.com
SHEET NUMBER:

DESCRIPTION: DATE:

DESIGN

DEVELOPMENT
04/22/25
3916 Normal Street
San Diego, CA 92103
619.294.4477 | www.ktua.com
L1-2

LANDSCAPE

CONSTRUCTION

LEGEND &
NOTES

MATERIALS AND FINISH SCHEDULE

KEY SYMBOL

DETAIL /

SHEET ITEM DESCRIPTION COLOR / FINISH SUPPLIERS

PAVING / SURFACES
SEE CIVIL CONCRETE PAVING 1 -

VEHICULAR

CONCRETE PAVING
COLOR: MATCH EXISTING
FINISH: TOPCAST 01
- SEE CIVIL CONCRETE PAVING 2 -

PEDESTRIAN
COLOR: MATCH EXISTING
FINISH: TOPCAST 01
- A / L1-3 CONCRETE PAVING 4 -

CONCRETE BAND
COLOR: MATCH EXISTING
FINISH: TOPCAST 05
- B / L1-3 CONCRETE DOWELED

EXPANSION JOINT

POLYPROPYLENE EXPANSION JOINT MATERIAL, STEEL

DOWEL WITH SLEEVING
- - B / L1-3 CONCRETE EXPANSION JOINT POLYPROPLYLENE EXPANSION JOINT MATERIAL SIKAFLEX-1A JOINT SEALANT, COLOR TO MATCH ADJACENT HARDSCAPE SURFACE - B / L1-3 CONCRETE CONTROL JOINT SAW CUT JOINT 1/8" WIDE - - C / L1-3 ARTIFICIAL TURF SYNTHETIC GRASS: 355SG IMAGINATION CREATIVITY BY

SHAWGRASS
INFILL SAND: HYDROCHILL BY SHAWGRASS
NAILER BOARD: BESTPLUS 1" X 4" RECYCLED PLASTIC
NAILER BOARD COLOR: BLACK SHAWGRASS
PHONE: (619) 884-7440
WEBSITE: SHAWGRASS.COM
CONTACT: BRONZEN WINTERS
([email protected])

BESTPLUS PLASTIC LUMBER
PHONE: (724) 374-5689
WEBSITE: WWW.BESTPL.US
CONTACT: SHAREN WALLING
([email protected])

SITE FURNISHING
A / L1-4 REMOVABLE BOLLARD (9) CALPIPE SSR06080-316-36-12-F. INTERNAL LOCKING REMOVABLE BOLLARD, 6" DIAMETER SCHEDULE 80, TYPE
316 STAINLESS STEEL, #4 BRUSHED FINISH, 36" HEIGHT, 12"

EMBEDDED, FLAT CAP
MATERIAL: T-316 STAINLESS STEEL
FINISH: POWDER COAT RAL# 9004 SIGNAL BLACK
CAP: FLAT (STANDARD)

CALPIPE
WEBSITE: WWW.CALPIPEBOLLARDS.COM
- CONCRETE BENCH (4) MODEL #423SKB2 CONCRETE BENCH - (1) PIECE WITH

ARMRESTS AND ANTI-SKATE BUMPS BOTH SIDES
COLOR: ODC TAN OR ODC MAPLEWOOD OR ODC SANDSTONE
FINISH: SMOOTH OR LIGHT SANDBLAST
MOUNTING: SURFACE MOUNT
OUTDOOR CREATIONS INC.

WEBSITE: OUTDOORCREATIONS.COM
- TRASH AND RECYCLING

DOUBLE STATIONS

TRASH - SMART MAX

RECYCLING - SMART
CUSTOM VINYL WRAP OPTION: TBD BY CITY
MOUNTING: SURFACE MOUNT

BIGBELLY
WEBSITE: BIGBELLY.COM
CONTACT: STU BADERTSCHER
EMAIL: [email protected]
- STEEL BENCH MODEL CR-196 6' LENGTH WITH INTERMEDIATE ARMREST COLOR: RAL 7044 SILK GREY OR RAL 1001 BEIGE OR CHAMPAIGN SATIN FINISH: POWDER-COATED
MOUNTING: SURFACE MOUNT (ANCHOR BOLTS PROVIDED BY CONTRACTOR)

VICTOR STANLEY
WEBSITE: VICTORSTANLEY.COM
P-01
P-03
P-04
P-02
P-05
P-06
P-07
F-01
F-02
F-03
F-04

GENERAL CONSTRUCTION NOTES

1. PROTECT EXISTING UTILITIES, HARDSCAPE, FENCING,

CURBS AND GUTTERS, LIGHTS, SIGNS, CATCH BASINS,
STREET IMPROVEMENTS, ETC. DURING
CONSTRUCTION. ANY DAMAGED ITEMS SHALL BE

REPLACED TO MATCH EXISTING AT CONTRACTOR'S
OWN EXPENSE. REFER TO CIVIL'S DEMOLITION PLAN
FOR ADDITIONAL INFORMATION.

2. CONTRACTOR SHALL LAYOUT AND FIELD VERIFY ALL

DIMENSIONS OF SITE ELEMENTS AND ALL RELATED
WORK PRIOR TO CONSTRUCTION. ANY

DISCREPANCIES SHALL BE BROUGHT TO THE
ATTENTION OF RESIDENT ENGINEER.

3. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER
SCALING OF DRAWINGS. ANGLES ARE AT 90 DEGREES
UNLESS NOTED OTHERWISE.

4. WHERE CONFLICTS OCCUR BETWEEN GENERAL

CONSTRUCTION NOTES, DRAWINGS AND ACTUAL

FIELD CONDITIONS, NOTIFY RESIDENT ENGINEER FOR
CLARIFICATION. FAILURE TO PROVIDE NOTIFICATION

MAY MAKE CONTRACTOR LIBEL FOR COSTS INCURRED
TO RECTIFY THE DISCREPANCY.

5. CONTRACTOR TO CONSULT WITH THE PROJECT'S SITE

SUPERINTENDENT, APPROPRIATE AGENCIES, DIG

ALERT, AND DRAWINGS TO VERIFY LOCATIONS OF

UNDERGROUND UTILITIES, PIPES AND RELATED
STRUCTURES. RESPONSIBILITY FOR COSTS

INCURRED DUE TO DAMAGE OF THE UTILITIES, PIPES,

OR STRUCTURES SHALL BE THE SOLE
RESPONSIBILITY OF THE CONTRACTOR.

6. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH

CONSTRUCTION OPERATIONS WHEN IT IS OBVIOUS

THAT UNKNOWN OBSTRUCTION AND GRADE

DIFFERENCES EXIST THAT MAY NOT HAVE BEEN
KNOWN DURING THE DESIGN PROCESS.

CONTRACTOR SHALL BRING SUCH CONDITIONS TO

ATTENTION OF RESIDENT ENGINEER IMMEDIATELY
FOR RESOLUTION. CONTRACTOR TO ASSUME FULL

RESPONSIBILITY FOR COSTS INCURRED AND

REQUIRED MODIFICATIONS DUE TO LACK OF
PROVIDING SUCH NOTIFICATION.

7. GRADE ALL HARDSCAPE PER CIVIL ENGINEER'S
GRADING PLANS.

8. ENSURE THAT DRAIN LINES, IRRIGATION LATERAL AND
MAINLINES, ELECTRICAL CONDUIT SLEEVES, ETC.,

ARE IN PLACE PRIOR TO INSTALLATION OF PAVING
AND CURBS.

Page 336 of 380 ends

PROJECT NUMBER:

SHEET TITLE:

NOT FOR

CONSTRUCTION
OF
PROJECT:

EMBELLECE EL CENTRO

CITY OF EL CENTRO
679 MAIN ST, EL CENTRO,
CA 92243
9640 GRANITE RIDGE DR, SUITE 130
SAN DIEGO, CA 92123
619.698.9177 | www.coargroup.com
SHEET NUMBER:

DESCRIPTION: DATE:

DESIGN

DEVELOPMENT
04/22/25
3916 Normal Street
San Diego, CA 92103
619.294.4477 | www.ktua.com
L1-3

LANDSCAPE

CONSTRUCTION

DETAILS
A

SECTION

CONCRETE BAND
SCALE: 1" = 1'

EXPANSION JOINT DOWELED EXPANSION JOINT

CONTROL JOINT
1/8"
1 8 7
6 6
3 5 4 2 7 1 9 3 4 2 7 1
3"
1'-0" 6"
LEGEND
1/4" RADIUS, TYP.
#4 REBAR CONTINUOUS
CONCRETE BAND. FINISH SURFACE OF

CONCRETE BAND SHALL BE FLUSH

WITH FINISH SURFACE OF ADJACENT
HARDSCAPE, TYP.

COMPACTED SUBGRADE

CONCRETE PAVING, SEE PLAN

DOWELED EXPANSION JOINT, SEE

DETAIL B ON SAME SHEET
SLOPE IN DIRECTION SHOWN AT 1.5%,
TYP.

ARTIFICIAL TURF, SEE DETAIL C ON

SAME SHEET
1 2
3 4
5 6
7 8
3"
NOTES

1. PROVIDE CONTROL JOINTS AT 4' O.C. MAX.

PERPENDICULAR TO LENGTH OF CONCRETE BAND.

SPACE EQUIDISTANTLY AS SHOWN IN LANDSCAPE
CONSTRUCTION PLANS.

2. WHEN CONCRETE BAND TIES INTO EXISTING

CONCRETE PAVING, PROVIDE DOWELED EXPANSION
JOINT, TYP.

3. WHEN CONCRETE BAND TIES INTO BUILDING
COLUMNS, PROVIDE EXPANSION JOINT (NO REBAR).

SECTION

TYPICAL CONCRETE JOINTS
SCALE: N.T.S.

SECTION

ARTIFICIAL GRASS
SCALE: NOT TO SCALE
6 2 3
4 5
1 7
8 EQ. EQ.

NOTES:

1. REFER TO CONSTRUCTION LEGENDS ON SHEETS LC1-2 FOR COLORS AND FINISHES.

2. SPACE EXPANSION JOINTS PER PLANS OR AT 20' O.C. MAX. SPACE CONTROL JOINTS PER PLANS OR AT 7' O.C. MAX.

3. WHERE CONCRETE ABUTS WALLS / BUILDINGS, PROVIDE CONTINUOUS EXPANSION JOINT WITHOUT DOWELS, TYP.

LEGEND

CONCRETE PAVING PER PLANS AND DETAIL PER CIVIL

EXPANSION JOINT FILLER MATERIALS PER SPECIFICATION
JOINT SEALANT AT 1/2" DEPTH, REFER TO MATERIALS AND FINISH LEGEND 1/4" RADIUS, TYP.

FACE OF CURB, CONCRETE PAVING, WALL, BUILDING OR STRUCTURE - WHERE OCCURS EXPANSION JOINT WIDTH:

PEDESTRIAN PAVEMENT - 1/4"
VEHICULAR PAVEMENT - 1/2"

CONCRETE REINFORCING, SEE CIVIL
SAWCUT JOINT PER PLANS. SAWCUT JOINT TO BE 1/4 THE THICKNESS OF THE SLAB.

STOPPING JOINT SHORT OF GRATES, WALLS, BUILDING, PAVING EDGES ETC. IS UNACCEPTABLE.
#4 REBAR DOWEL WITH "SPEED DOWEL" PLASTIC SLEEVE #PSD1/2X5LT. SPACE DOWELS AT 12" O.C. APPLY SIKA ANCHORFIX-1 EPOXY OR APPROVED EQUAL TO FASTEN DOWELS TO EXISTING CONCRETE CURBS/PAVING WHERE CONDITION OCCURS. 1 2
3 4
5 6
7 8
9 4"
1 1/2" 1/4"
2"
2 1
3 4
5 6
7 8
LEGEND

SYNTHETIC TURF TBD
1"-2" GALVANIZED NAIL, INSTALL AT PERIMETER OF
TURF AT 2" O.C.

EXISTING OR NEW CONCRETE PAVING, SEE PLAN
1" X 4" PLASTIC NAILER BOARD. SET TOP OF BOARD 1/4"
BELOW FINISHED SURFACE OF CURB WITH 304
STAINLESS STEEL WEDGE ANCHORS. INSTALL
ANCHORS 2" FROM BOARD ENDS AND MAX 24" O.C.
4" COMPACTED AGGREGATE BASE
COMPACTED SUBGRADE 95% MIN., 12" DEPTH
HYDROCHILL INFILL. INSTALL TO DEPTH OF 50% OF
TURF BLADE HEIGHT.

FILTER FABRIC (MIRAFI OR APPROVED EQUAL)
1 2
3 4
5 6
7 8
NOTES:

1. INSTALL SYNTHETIC TURF PER

MANUFACTURER'S
RECOMMENDATIONS.

2. REFER TO CIVIL DRAWINGS

FOR SUBSURFACE DRAINAGE
SYSTEM

3. REFER TO SPECIFICATIONS
FOR MORE INFORMATION.

Page 337 of 380 ends

PROJECT NUMBER:

SHEET TITLE:

NOT FOR

CONSTRUCTION
OF
PROJECT:

EMBELLECE EL CENTRO

CITY OF EL CENTRO
679 MAIN ST, EL CENTRO,
CA 92243
9640 GRANITE RIDGE DR, SUITE 130
SAN DIEGO, CA 92123
619.698.9177 | www.coargroup.com
SHEET NUMBER:

DESCRIPTION: DATE:

DESIGN

DEVELOPMENT
04/22/25
3916 Normal Street
San Diego, CA 92103
619.294.4477 | www.ktua.com
L1-4

LANDSCAPE

CONSTRUCTION

DETAILS
A

PLAN / SECTION

REMOVABLE BOLLARD
SCALE: N.T.S

Page 338 of 380 ends

#A
M
32&
32&
32&

IRRIGATION REFERENCE LEGEND
32,172)&211(&7,21
(;,67,1*39&MA,1/,1(A1':,5(6
39&MA,1/,1(
(;,67,1*&21752//(53527(&7,13/A&(
(;,67,1*32&A1':A7(5M(7(5
48,&.&283/(59A/9(
5A,1%,5'/5&,1
&21&5(7(%2;
#A
32&
M
PROJECT NUMBER:

SHEET TITLE:

NOT FOR

CONSTRUCTION
OF
PROJECT:

EMBELLECE EL CENTRO

CITY OF EL CENTRO
679 MAIN ST, EL CENTRO,
CA 92243
9640 GRANITE RIDGE DR, SUITE 130
SAN DIEGO, CA 92123
619.698.9177 | www.coargroup.com
SHEET NUMBER:

DESCRIPTION: DATE:

DESIGN

DEVELOPMENT
04/22/25
3916 Normal Street
San Diego, CA 92103
619.294.4477 | www.ktua.com
L2-0

LANDSCAPE

IRRIGATION PLAN
NORTH
0 20 feet
1" = 10'
10 30 40

KEY NOTES
(;,67,1*)2817A,1*A7(9A/9(:,7+&21&5(7(%2;
A1'/,',1)2817A,1(48,3M(17522M6833/</,1(
5287(6727+(:(6772)2817A,12127+(56,'(2)
3/A=A',6&211(&7A1'3(5MA1(17/<&A3:A7(5
6833/</,1(21'2:1675(AM6,'(2)9A/9(
(;,67,1*MA,1/,1(7((72)2817A,1*A7(9A/9(,1
)2817A,1(48,3M(17522M3527(&7,13/A&(
3527(&7,13/A&((;,67,1*,55,*A7,216833/</,1(
A1':,5(6
(;,67,1*A872MA7,&,55,*A721&21752//(5A
:A7(5M(7(5A1'%A&.)/2:35(9(17(5A76(
&251(52)675((7,17(56(&7,21
7<3,&A/
(;,67,1*,55,*A7,21&21752/9A/9(6,1
(;,67,1*/A1'6&A3(5(M29(9A/9(6A1'
3(5MA1(17/<&A3(;,67,1*/A7(5A//,1(6
'2:1675(AM9A/9(65(3/A&((;,67,1*9A/9(
%2;(6:,7+1(:%2;(63527(&7,13/A&((;,67,1*
,55,*A7,216833/</,1(A1':,5(6:+,&+5287(
7+528*+A5(A87,/,=((;,67,1*,55,*A7,21MA,1/,1(
)251(:48,&.&283/,1*9A/9(6
48,&.&283/(59A/9(
,16<17+(7,&785)

5A,1%,5'/5&,1&21&5(7(%2;
5()(572'(7A,/
)25)857+(5,1)25MA7,21
A3352;/2&A7,21
6+2:1
3527(&7,13/A&((;,67,1*,55,*A7,216833/</,1(
A1':,5(6',6&211(&7A1'3(5MA1(17/<&A3
MA,1/,1(,16,'(6<17+(7,&785)),(/'/,M,767<3

MAIN STREET

S. 7TH STREET
/,M,72):25.
/,M,72):25. /,M,72):25.
/,M,72):25.
/,M,72):25.

Page 339 of 380 ends

PROJECT NUMBER:

SHEET TITLE:

NOT FOR

CONSTRUCTION
OF
PROJECT:

EMBELLECE EL CENTRO

CITY OF EL CENTRO
679 MAIN ST, EL CENTRO,
CA 92243
9640 GRANITE RIDGE DR, SUITE 130
SAN DIEGO, CA 92123
619.698.9177 | www.coargroup.com
SHEET NUMBER:

DESCRIPTION: DATE:

DESIGN

DEVELOPMENT
04/22/25
3916 Normal Street
San Diego, CA 92103
619.294.4477 | www.ktua.com
L2-1

LANDSCAPE

IRRIGATION
DETAILS 3" 18"

SECTION

PLAN VIEW
LEGEND

QUICK COUPLER VALVE, REFER TO
IRRIGATION LEGEND.

ARTIFICIAL TURF; SEE DETAIL C ON SHEET
L1-3

CONCRETE RECTANGULAR VALVE BOX,

WITH GALVANIZED STEEL CHECKER PLATE
(OLD CASTLE CHRISTY MAG SPEC 320 BOX
#1, 19"X12"X12"). SET TOP OF BOX LEVEL
WITH TOP OF HEADER BOARD (1" BELOW
FINISHED GRADE). CUT OUT SIZE OF TURF
THAT FITS THE LID AND GLUE DOWN.

DIAMOND PLATE GALVANIZED STEEL
COVER #1 WITH WELDED CORNERS.

QUICK COUPLER KEY, TO MATCH COUPLER

QUICK COUPLER SWIVEL HOSE ELL

ADJACENT CONCRETE PAVING

LASCO STANDARD UNITIZED SWING JOINT,

WITH SNAP-LOK STABILIZER ELBOW OUTLET
1/2" X 24" REBAR (2) REQUIRED

MAINLINE PIPE PVC, SEE LEGEND FOR
TYPE, SIZE PER PLAN.
1" PVC PIPE STABILIZER
FILTER FABRIC (MIRAFI #140N). WRAP 1

LAYER AROUND BOX, COVERING HOLES

BRICK (END TO END AROUND BOX BASE)
2" X 4" TREX HEADER TRIM BOARD, SEE
DETAIL C ON SHEET L1-3

LASCO SERVICE TEE OR ELBOW, SEE PLAN

FOR SIZE OF MAINLINE
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 NOTES:

1. SET COUPLER HEIGHT IN BOX TO ENABLE

COUPLER KEY WITH HANDLE TO HAVE

ADEQUATE CLEARANCE TO TURN VALVE
ON AND OFF.

2. INSTALL SYNTHETIC TURF PER
MANUFACTURER'S RECOMMENDATIONS.

3. REFER TO SPECIFICATIONS FOR MORE
INFORMATION. 1"
2 3
5 6
7 1
10 89 8
4 11 12
13 3
14 14
4 15

SECTION

TRENCH IN ARTIFICIAL TURF

NOT TO SCALE
NOTES:

1. REFER TO PLANTING PLAN AND ARTIFICIAL TURF DETAIL.

2. ARTIFICIAL TURF, INCLUDING INFILL, BACKING MATERIAL, EDGE FASTENING, AND BASE MATERIAL PER ARTIFICIAL TURF DETAIL.

3. PROVIDE A CLEAN, PROPERLY COMPACTED TRENCH DISTURBANCE

AREA FREE OF FOREIGN MATERIAL, SUBSTANCES AND ANY OTHER MATERIALS TO RECEIVE INSTALLATION OF SYNTHETIC GRASS.

4. COORDINATE WITH SYNTHETIC LAWN INSTALLER PRIOR TO TRENCHING

IN SYNTHETIC LAWN AREA FOR TRENCH LOCATION, BACKFILL AND SUBSURFACE PREPARATION WORK TO RECEIVE LAWN.

LEGEND
ARTIFICIAL TURF; SEE DETAIL C ON SHEET L1-3
CONCRETE PAVING WHERE OCCURS.

COMPACTED BACKFILL SOIL MATERIAL FREE FROM ALL ROCK
AND DEBRIS GREATER THAN ONE HALF INCH SIZE. PRIOR TO
IMPROVEMENT, UPPER 12 INCHES OF SUBGRADE MUST BE

SCARIFIED, BROUGHT TO OPTIMUM MOISTURE, AND
COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY
PER ASTM D1557
NON-PRESSURE LATERAL LINE IN PVC SCH 40 SLEEVE MINIMUM.

TWICE THE DIAMETER OF THE LINE RUNNING THROUGH. ALL

LATERAL LINES SHALL BE AT THE SAME DEPTH UNDER

HARDSCAPE
3" DETECTABLE MARKING TAPE.

BACKFILL SAND FREE FROM ALL ROCK AND DEBRIS GREATER
THAN ONE-HALF INCH SIZE. 6" ABOVE AND 6" BELOW PRESSURE

SUPPLY LINE
#12 TRACER WIRE, TAPED TO TOP OF MAINLINE EVERY 10 FEET PRESSURE SUPPLY LINE IN PVC SCH 40 SLEEVE TWICE THE

DIAMETER OF THE LINE RUNNING THROUGH
SCH 40 PVC ELECTRICAL CONDUIT FOR ALL IRRIGATION WIRES.

SEE LEGEND FOR CLASS, REFER TO SPECIFICATIONS FOR SIZES UNDISTURBED / 85% COMPACTED SUBGRADE
1 2
3 4
5 6
7 8
9 10
10 1 2
B
3 4" MINIMUM FROM

SIDES OF TRENCH
6" MINIMUM

BETWEEN ALL PIPES
2" MINIMUM BETWEEN PIPE
AND CONTROL WIRE CONDUIT 1'-6" FROM BASE MATERIAL TO TOP OF PIPE FOR UP TO 2-1/2" SUPPLY LINE. 1'-0" FROM BOTTOM OF BASE MATERIAL TO TOP OF PIPE, FOR LATERALS. 4 5
6 7
8 9

SECTION

QUICK COUPLER VALVE IN ARTIFICIAL TURF

NOT TO SCALE
A

Page 340 of 380 ends

MAIN STREET
S 7TH STREET
TYP.
02 41 19.D22
02 41 13.A10
02 41 13.A14
TYP.
02 41 19.D22 02 41 19.A48 02 41 19.A49
02 41 13.A30
02 41 13.A30
02 41 19.E3
TYP.
02 41 13.B27
02 41 19.E3
A1.3
C2
02 41 13.A4
TYP.
02 41 00.A7
TYP.
32 16 00.A2
TYP.
32 17 26.A1
02 41 13.B1
02 41 13.B1
02 41 00.A8
(E) CONCRETE TO BE REMOVED,

SEE LANDSCAPE
(E) DECORATIVE CONCRETE TO BE REMOVED,

SEE LANDSCAPE
(E) PLANTING / MULCH TO BE REMOVED,

SEE LANDSCAPE
(E) ASPHALT PAVING TO BE REMOVED,

SEE CIVIL
PROJECT NUMBER:

SHEET TITLE:

NOT FOR

CONSTRUCTION
PROJECT:
9640 GRANITE RIDGE DR, SUITE 130
SAN DIEGO, CA 92123
619.698.9177 | www.coargroup.com
SHEET NUMBER:

DESCRIPTION: DATE:

SCHEMATIC
DESIGN
12/18/2024
100% DESIGN

DEVELOPMENT
4/29/25

DEMO SITE PLAN
240903
A1.1

EMBELLECE EL CENTRO

TOWN SQUARE

CITY OF EL CENTRO
679 MAIN STREET, EL
CENTRO, CA 92243
A1.1 SCALE: 1" = 10'-0"
D1 DEMO SITE PLAN - TOWN SQUARE
LEGEND

CONSTRUCTION NOTES
02 41 00.A7 REMOVE EXISTING BENCH
02 41 00.A8 REMOVE EXISTING PAVEMENT, SEE CIVIL
02 41 13.A4 EXISTING TREE TO REMAIN, PROTECT IN PLACE
02 41 13.A10 EXISTING FIRE HYDRANT TO REMAIN, PROTECT IN PLACE, SEE CIVIL 02 41 13.A14 EXISTING TRANSFORMER TO REMAIN, PROTECT IN PLACE, SEE ELECTRICAL 02 41 13.A30 EXISTING METAL FENCING AND GATE TO REMAIN, TYP. 02 41 13.B1 REMOVE LANDSCAPE, SEE LANDSCAPE
02 41 13.B27 REMOVE EXISTING SIGNAGE AND POLE, TYP. OF (5) 02 41 19.A48 EXISTING MONUMENT SIGNAGE TO REMAIN, PROTECT IN PLACE 02 41 19.A49 EXISTING FIRE HYDRANT TO REMAIN, PROTECT IN PLACE 02 41 19.D22 REMOVE EXISTING BOLLARD
02 41 19.E3 REMOVE EXISTING SIGNAGE AND RELOCATE, LOCATION TBD; DEMO EXISTING

SIGNAGE POLE
32 16 00.A2 CURB RAMP, SEE CIVIL
32 17 26.A1 DETECTABLE WARNING, SEE A1/A1.3
0 4' 8' 16'

Page 341 of 380 ends

A3.1
B1
A3.1
C1
A3.1
D1
A1
A5.1 A3
C1
A1
B1
A1.3
C2
A3.1
B3

MAIN STREET
S 7TH STREET
02 41 13.A30
02 41 13.A14
TYP.
02 41 13.A31
A1.3
A3
80'-0"
TYP.
32 16 00.A2
12 93 40.A1
TYP.
34 71 00.A1
TYP.
34 71 00.A1
34 71 00.A1
TYP.
32 17 26.A1
32 17 23.A1
19'-9" TYP.
4"
19'-9" 19'-9" 19'-9"
(E) CONCRETE TO REMAIN, SEE LANDSCAPE

NEW CONCRETE, SEE LANDSCAPE

NEW ARTIFICIAL TURF, SEE LANDSCAPE
PROJECT NUMBER:

SHEET TITLE:

NOT FOR

CONSTRUCTION
PROJECT:
9640 GRANITE RIDGE DR, SUITE 130
SAN DIEGO, CA 92123
619.698.9177 | www.coargroup.com
SHEET NUMBER:

DESCRIPTION: DATE:

SCHEMATIC
DESIGN
12/18/2024
100% DESIGN

DEVELOPMENT
4/29/25

SITE PLAN
240903
A1.2

EMBELLECE EL CENTRO

TOWN SQUARE

CITY OF EL CENTRO
679 MAIN STREET, EL
CENTRO, CA 92243
A1.2 SCALE: 1" = 10'-0"
D1 SITE PLAN
LEGEND
0 4' 8' 16'

CONSTRUCTION NOTES
02 41 13.A14 EXISTING TRANSFORMER TO REMAIN, PROTECT IN PLACE, SEE ELECTRICAL 02 41 13.A30 EXISTING METAL FENCING AND GATE TO REMAIN, TYP. 02 41 13.A31 EXISTING LANDSCAPE AREA, SEE LANDSCAPE PLANS FOR SCOPE WHERE OCCURS, TYP. ALL LANDSCAPE AREAS
12 93 40.A1 BENCH, SEE LANDSCAPE
32 16 00.A2 CURB RAMP, SEE CIVIL
32 17 23.A1 NEW PARKING SIGANGE AND STRIPING
32 17 26.A1 DETECTABLE WARNING, SEE A1/A1.3
34 71 00.A1 BOLLARD, SEE LANDSCAPE

Page 342 of 380 ends

EXISTING PUMP
ROOM

EXISTING

STORAGE ROOM

EXISTING

ELECTRICAL
ROOM
02 41 13.B26
A1.3
C4
A1.3
B3
A1.3
C3
A1.3
A3
40 05 61.A1
26 30 00.B2
TYP.

P
2 P
3 P
4 P
1 02 41 13.A29
P
1 P
3 ALUMINUM LETTERS
1/4" STANDOFF,

SAME FINISH/COLOR

AS LETTERS
2" LONG STUDS WITH

EPOXY SILICONE

EXISTING EXTERIOR

STUCCO WALL

ALUMINUM LETTERS
1/4" STANDOFF,

SAME FINISH/COLOR

AS LETTERS
2" LONG STUDS WITH

EPOXY SILICONE

EXISTING EXTERIOR

STUCCO WALL
NOTE 1: DETECTABLE WARNINGS SHALL CONSIST OF RAISED TRUNCATED DOMES WITH A BASE DIAMETER OF 0.9" MIN-0.92" MAX, TAPERING TO 0.45" MIN-0.47" MAX AT THE TOP, A HEIGHT OF 0.2" AND A CENTER TO CENTER SPACING OF 2.3" MIN-2.4" MAX AND A BASE TO BASE SPACING OF 0.65" MIN MEASURED BETWEEN THE MOST ADJACENT DOMES ON A SQUARE GRID. CENTER TO CENTER SPACING OF 1.6" MIN AND 2.4" MAX ACCEPTABLE FOR DOMES IN RADIAL PATTERN.

NOTE 2: THE DETECTABLE WARNINGS SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES, WHETHER LIGHT ON DARK OR DARK ON LIGHT AND 70% MINIMUM WITH ADJACENT WALKING SURFACES. THE MATERIAL USED TO PROVIDE CONTRAST SHALL BE AN INTEGRAL PART OF THE WALKING SURFACE. CONTRAST SHALL BE DETERMINED BY: CONTRAST=[(B1-B2)/B1] X 100 PERCENT WHERE B1= LIGHT REFLECTANCE VALUE OF THE LIGHTER AREA, AND B2 = LIGHT REFLECTANCE VALUE OF THE DARKER AREA. .65"
MIN
APART

2.3" - 2.4"
APART

2.3" - 2.4"

AT BASE

0.9"-0.92"
AT TOP
.45"-.47"
A A

TYPICAL PLAN

TYPICAL PLAN SECTION A-A
.

0.2" HT.

TAPERED EDGES

WHERE EXPOSED
NOTE 3: IF A WALK CROSSES OR ADJOINS A VEHICULAR WAY, AND THE WALKING

SURFACES ARE NOT SEPARATED BY CURBS, RAILINGS OR OTHER ELEMENTS

BETWEEN THE PEDESTRIAN AREAS AND THE VEHICULAR AREAS, THE BOUNDARY

BETWEEN THE AREAS SHALL BE DEFINED BY A CONTINUOUS DETECTABLE WARNING WHICH IS 36" WIDE.

NOTE 4: DETECTABLE WARNING SURFACES SHALL BE YELLOW CONFORMING TO FS33538 OF FEDERAL STANDARD 595C.

NOTE 5: DETECTABLE WARNINGS AT CURB RAMPS SHALL EXTEND 36 INCHES (914 MM) IN THE DIRECTION OF TRAVEL. DETECTABLE WARNINGS SHALL EXTEND THE FULL WIDTH OF THE RAMP RUN LESS 2 INCHES (51 MM) MAXIMUM ON EACH SIDE, EXCLUDING ANY FLARED SIDES. DETECTABLE WARNINGS SHALL BE LOCATED SO THE EDGE NEAREST THE CURB IS 6 INCHES (152 MM) MINIMUM AND 8 INCHES (203 MM) MAXIMUM FROM THE LINE AT THE FACE OF THE CURB MARKING THE TRANSITION BETWEEN THE CURB AND THE GUTTER, STREET OR HIGHWAY. .

FACE OF WALL AGAINST

EXISTING ADJACENT BUILDING
PROJECT NUMBER:

SHEET TITLE:

NOT FOR

CONSTRUCTION
PROJECT:
9640 GRANITE RIDGE DR, SUITE 130
SAN DIEGO, CA 92123
619.698.9177 | www.coargroup.com
SHEET NUMBER:

DESCRIPTION: DATE:

SCHEMATIC
DESIGN
12/18/2024
100% DESIGN

DEVELOPMENT
4/29/25

ENLARGED SITE

PLANS & DETAILS
240903
A1.3

EMBELLECE EL CENTRO

TOWN SQUARE

CITY OF EL CENTRO
679 MAIN STREET, EL
CENTRO, CA 92243
A1.3 SCALE: 1/4" = 1'-0"
C2 STORAGE ROOM - ENLARGED PLAN
A1.3 SCALE: 1/4" = 1'-0"
B3 STORAGE ROOM - WEST
A1.3 SCALE: 1/4" = 1'-0"
C3 STORAGE ROOM - NORTH
A1.3 SCALE: 1/4" = 1'-0"
C4 STORAGE ROOM - SOUTH

CONSTRUCTION NOTES
02 41 13.A29 EXISTING COMMEMORATIVE WALL PLAQUE TO REMAIN, PROTECT IN PLACE 02 41 13.B26 REMOVE ALL EXISTING EQUIPMENT IN PUMP ROOM TO EXISTING FINISHED SURFACE; EXISTING EQUIPMENT CURBS, IF PRESENT, MAY REMAIN 26 30 00.B2 ELECTRICAL EQUIPMENT, SEE ELECTRICAL
40 05 61.A1 EXISTING FOUNTAIN GATE VALVE WITH CONCRETE BOX, SEE LANDSCAPE A1.3 SCALE: 3" = 1'-0"
C1 ILLUMINATED ALUMINUM SIGNAGE ANCHORAGE - CHANNEL EDGE A1.3 SCALE: 3" = 1'-0"
B1 NON-ILLUMINATED ALUMINUM SIGNAGE ANCHORAGE - REVEAL EDGE A1.3 SCALE: NONE
A1 DETECTABLE WARNING DETAIL
A1.3 SCALE: 1/4" = 1'-0"
A3 STORAGE ROOM - EAST

Page 343 of 380 ends

LEVEL 2
11' - 0"
T.O.B
21' - 9"
A A1 B C E F G I H J J1 K1 K L1 L M N P Q R
T.O.P
30' - 0"
T.O.BASE 1
18' - 1"
D A3.4
B3
A3.4
D3
A3.4
D1
LEVEL 2
11' - 0"
LEVEL 1
0' - 0"
R Q P N M L L1 K K1 J1 J H I G F E C B A1 A
T.O.P
30' - 0"
TYP.

P
4 T.O.BASE 2
19' - 6"
TYP.

P
2 D A3.4
B1
TYP.

P
1 LEVEL 2
11' - 0"
LEVEL 1
0' - 0"
1 2 3 4 5 6 7 8 9 10 11

FACE OF WALL AGAINST

EXISTING ADJACENT BUILDING
T.O.BASE 1
18' - 1"
A3.4
D4
LEVEL 2
11' - 0"

CLERESTORY
18' - 0"
A11 11 10 9 8 7 6 5 4 3 2 1
PROJECT NUMBER:

SHEET TITLE:

NOT FOR

CONSTRUCTION
PROJECT:
9640 GRANITE RIDGE DR, SUITE 130
SAN DIEGO, CA 92123
619.698.9177 | www.coargroup.com
SHEET NUMBER:

DESCRIPTION: DATE:

SCHEMATIC
DESIGN
12/18/2024
100% DESIGN

DEVELOPMENT
4/29/25

EXTERIOR

ELEVATIONS -

TOWN SQUARE
240903
A3.1

EMBELLECE EL CENTRO

TOWN SQUARE

CITY OF EL CENTRO
679 MAIN STREET, EL
CENTRO, CA 92243
A3.1 SCALE: 1" = 10'-0"
D1 NORTH
A3.1 SCALE: 1" = 10'-0"
C1 SOUTH
A3.1 SCALE: 1" = 10'-0"
B1 EAST
A3.1 SCALE: 1" = 10'-0"
B3 WEST

Page 344 of 380 ends

A3.2
C2
A3.2
B2
02 41 13.A18
02 41 13.A17
TYP.
02 41 13.A32
32 17 23.A2
02 41 13.A18
A3.2
C1
05 75 00.B2
EQ EQ
14'-6 31/256" 14'-6 41/128"
2'-0"
P
4 P
3 P
2 P
3 P
5 P
1 TYP.

P
4 P
1 EQ EQ
EQ EQ
P
2 P
2 TYP.

P
5 P
2 P
3 TYP.

P P
5 09 91 00.E1
09 91 00.E2
PROJECT NUMBER:

SHEET TITLE:

NOT FOR

CONSTRUCTION
PROJECT:
9640 GRANITE RIDGE DR, SUITE 130
SAN DIEGO, CA 92123
619.698.9177 | www.coargroup.com
SHEET NUMBER:

DESCRIPTION: DATE:

SCHEMATIC
DESIGN
12/18/2024
100% DESIGN

DEVELOPMENT
4/29/25
4TH STREET

GATEWAY SIGN
240903
A3.2

EMBELLECE EL CENTRO

TOWN SQUARE

CITY OF EL CENTRO
679 MAIN STREET, EL
CENTRO, CA 92243
A3.2 SCALE: 1/8" = 1'-0"
A2 4TH STREET GATEWAY SIGN
A3.2 SCALE: 1/8" = 1'-0"
C2 4TH STREET GATEWAY SIGN - EAST ELEVATION
A3.2 SCALE: 1/8" = 1'-0"
B2 4TH STREET GATEWAY SIGN - WEST ELEVATION
A3.2 SCALE: 1" = 1'-0"
C1 4TH STREET GATEWAY SIGN - TILE ELEVATION

CONSTRUCTION NOTES
02 41 13.A17 EXISTING ASPHALT PAVING TO REMAIN, PROTECT IN PLACE 02 41 13.A18 EXISTING CONCRETE PAVING TO REMAIN, PROTECT IN PLACE 02 41 13.A32 EXISTING LANDSCAPE TO REMAIN, PROTECT IN PLACE 05 75 00.B2 EXISTING METAL SCREEN TO BE REFINISHED, SEE FINISH SCHEDULE 09 91 00.E1 REMOVE, REFINISH, AND REINSTALL EXISTING ACCENT TILES 09 91 00.E2 REMOVE, PATCH AND REPAIR WALL FINISH TO ACCOMMODATE NEWLY

FINISHED TILE
32 17 23.A2 EXISTING PEDESTRIAN CROSS WALK STRIPING TO REAMAIN, PROTECT IN PLACE
4

Page 345 of 380 ends

A3.3
B12
21'-2" 3'-2" 0'-4"
24'-8"
09 30 13.A1
PROJECT NUMBER:

SHEET TITLE:

NOT FOR

CONSTRUCTION
PROJECT:
9640 GRANITE RIDGE DR, SUITE 130
SAN DIEGO, CA 92123
619.698.9177 | www.coargroup.com
SHEET NUMBER:

DESCRIPTION: DATE:

SCHEMATIC
DESIGN
12/18/2024
100% DESIGN

DEVELOPMENT
4/29/25
8TH STREET

GATEWAY SIGN
240903
A3.3

EMBELLECE EL CENTRO

TOWN SQUARE

CITY OF EL CENTRO
679 MAIN STREET, EL
CENTRO, CA 92243

CONSTRUCTION NOTES
09 30 13.A1 PORCELAIN OR MOSAIC TILE TBD.

A3.3 SCALE: 1/8" = 1'-0"
A2 8TH STREET GATEWAY SIGN
A3.3 SCALE: 1/2" = 1'-0"
B1 8TH ST COLUMN - ELEVATION
A3.3 SCALE: 3/8" = 1'-0"
B2 8TH ST - SIGNAGE ELEVATION

Page 346 of 380 ends

P
4 P
1 P
4 P
1 TYP.

P
5 02 41 13.B28
09 91 00.D3
10 14 00.R2
0'-10"
K K1 J1 J
TYP.

P
5 TYP.

P
1 TYP.

P
4 TYP.

P
1 TYP.

P
3 P
3 TYP.

P
4 TYP.

P
1 09 91 00.D1
EQ EQ
14'-2"
2'-0"
EQ EQ
02 41 16.B1
10 14 00.R2
J J1 K1 K A3.4
D4
TYP.

P
4 TYP.

P
1 TYP.

P
4 P
3 P
3 TYP.

P
4 2'-8"
2'-0" 2'-0"
09 91 00.D2
1'-4"
02 41 16.B1 10 14 00.R2
TYP.
02 41 16.B2
TYP.

P
4 LEVEL 2
11' - 0"
D E
P
2 P
1 P
4 TYP.

P
4 TYP.

P
4 P
2 TYP.
26 56 00.B1
05 75 00.B1
P
5 2'-0" 1'-0" 8'-0"
G I
P
2 TYP.

P
4 TYP.

P
5 TYP.

P
2 TYP.

P
4 TYP.

P
4 TYP.
26 56 00.B2
05 75 00.B2
PROJECT NUMBER:

SHEET TITLE:

NOT FOR

CONSTRUCTION
PROJECT:
9640 GRANITE RIDGE DR, SUITE 130
SAN DIEGO, CA 92123
619.698.9177 | www.coargroup.com
SHEET NUMBER:

DESCRIPTION: DATE:

SCHEMATIC
DESIGN
12/18/2024
100% DESIGN

DEVELOPMENT
4/29/25

ENLARGED

EXTERIOR

ELEVATIONS
240903
A3.4

EMBELLECE EL CENTRO

TOWN SQUARE

CITY OF EL CENTRO
679 MAIN STREET, EL
CENTRO, CA 92243
A3.4 SCALE: 1/2" = 1'-0"
D4 MAIN ST. MARQUEE SIGNAGE - TOWN SQUARE
A3.4 SCALE: 1/4" = 1'-0"
B1 7TH ST. ENTRANCE SIGANGE - TOWN SQUARE
A3.4 SCALE: 1/4" = 1'-0"
B3 MAIN ST. ENTRANCE SIGNAGE - TOWN SQUARE
A3.4 SCALE: 3/8" = 1'-0"
D1 EXTERIOR METAL PANEL - TOWN SQUARE
A3.4 SCALE: 3/8" = 1'-0"
D3 EXSTING EXTERIOR METAL SCREEN - TOWN SQUARE

CONSTRUCTION NOTES
02 41 13.B28 REMOVE EXISTING DIGITAL MARQUEE, PROTECT IN PLACE EXISTING SIGNAGE 02 41 16.B1 REMOVE AND REPLACE SURFACE ACCENT MARQUEE LIGHTS, SEE

ELECTRICAL
02 41 16.B2 REMOVE AND REPLACE EXISTING EXTERIOR DECORATIVE WALL SCONCE,

SEE ELECTRICAL
05 75 00.B1 STEEL DECORATIVE METAL SCREEN
05 75 00.B2 EXISTING METAL SCREEN TO BE REFINISHED, SEE FINISH SCHEDULE 09 91 00.D1 REMOVE, PATCH AND REPAIR WALL FINISH TO ACCOMMODATE INSTALLATION

OF SIGNAGE
09 91 00.D2 REMOVE, PATCH AND REPAIR WALL FINISH TO ACCOMMODATE

RECONFIGURATION OF MARQUEE SIGNAGE
09 91 00.D3 REMOVE, REFINISH, AND REINSTALL EXISTING LETTER SIGNAGE, SEE B1/A1.3 10 14 00.R2 BACKLIT EXTRUDED METAL LETTER SIGNAGE WITH FONT "FONSECA BOLD", SEE C1/A1.3
26 56 00.B1 LED INGRADE LINEAR ACCENT UP-LIGHT, SEE ELECTRICAL 26 56 00.B2 LED INGRADE ROUND ACCENT UP-LIGHT, SEE ELECTRICAL

Page 347 of 380 ends

PROJECT NUMBER:

SHEET TITLE:

NOT FOR

CONSTRUCTION
PROJECT:
9640 GRANITE RIDGE DR, SUITE 130
SAN DIEGO, CA 92123
619.698.9177 | www.coargroup.com
SHEET NUMBER:

DESCRIPTION: DATE:

SCHEMATIC
DESIGN
12/18/2024
100% DESIGN

DEVELOPMENT
4/29/25

EXTERIOR

RENDERINGS
240903
A3.5

EMBELLECE EL CENTRO

TOWN SQUARE

CITY OF EL CENTRO
679 MAIN STREET, EL
CENTRO, CA 92243

MAIN ST VIEW - TOWN SQUARE
7TH ST VIEW - TOWN SQUARE
4TH ST GATEWAY SIGN

Page 348 of 380 ends

P
1 P
4 P
4 P
2 P
4 26 30 00.E1 02 41 19.D21
P
4 02 41 16.B1 02 41 19.D21
P
1 P
4 P
3 P
2 P
1 P
4 P
1 P
4 P
2 P
4 02 41 19.D21 02 41 19.D21 P
4 02 41 19.D21 02 41 19.D21
P
1 P
4 P
2 P
3 P
1 P
4 P
4 P
4 P
4 PROJECT NUMBER:

SHEET TITLE:

NOT FOR

CONSTRUCTION
PROJECT:
9640 GRANITE RIDGE DR, SUITE 130
SAN DIEGO, CA 92123
619.698.9177 | www.coargroup.com
SHEET NUMBER:

DESCRIPTION: DATE:

SCHEMATIC
DESIGN
12/18/2024
100% DESIGN

DEVELOPMENT
4/29/25

INTERIOR

ELEVATIONS
240903
A5.1

EMBELLECE EL CENTRO

TOWN SQUARE

CITY OF EL CENTRO
679 MAIN STREET, EL
CENTRO, CA 92243
A5.1 SCALE: 1" = 10'-0"
A3 INTERIOR - WEST
A5.1 SCALE: 1" = 10'-0"
C1 INTERIOR - NORTH
A5.1 SCALE: 1" = 10'-0"
A1 INTERIOR - EAST
A5.1 SCALE: 1" = 10'-0"
B1 INTERIOR - SOUTH

CONSTRUCTION NOTES
02 41 16.B1 REMOVE AND REPLACE SURFACE ACCENT MARQUEE LIGHTS, SEE

ELECTRICAL
02 41 19.D21 REMOVE AND REPLACE LIGHT FIXTURE, SEE ELECTRICAL 26 30 00.E1 RECEPTACLE, SEE ELECTRICAL

Page 349 of 380 ends

PROJECT NUMBER:

SHEET TITLE:

NOT FOR

CONSTRUCTION
PROJECT:
9640 GRANITE RIDGE DR, SUITE 130
SAN DIEGO, CA 92123
619.698.9177 | www.coargroup.com
SHEET NUMBER:

DESCRIPTION: DATE:

SCHEMATIC
DESIGN
12/18/2024
100% DESIGN

DEVELOPMENT
4/29/25

FINISH SCHEDULE
240903
A6.2

EMBELLECE EL CENTRO

TOWN SQUARE

CITY OF EL CENTRO
679 MAIN STREET, EL
CENTRO, CA 92243

FINISH SCHEDULE

MATERIAL TYPE

DESCRIPTION

NAME MANUFACTURER STYLE COLOR LOCATION
P 1 PAINT SHERWIN WILLIAMS SUPERPAINT EXTERIOR LATEX LOW LUSTRE SW 7003 - TOQUE WHITE P 2 PAINT SHERWIN WILLIAMS SUPERPAINT EXTERIOR LATEX LOW LUSTRE SW 7044 - AMAZING GRAY P 3 PAINT SHERWIN WILLIAMS SUPERPAINT EXTERIOR LATEX LOW LUSTRE SW 7047 - PORPOISE P 4 PAINT SHERWIN WILLIAMS SUPERPAINT EXTERIOR LATEX LOW LUSTRE SW 7048 - URBAN BRONZE P 5 PAINT SHERWIN WILLIAMS PROINDUSTRIAL WB ALKYD URETHANE SEMIGLOSS SW 6903 - CHEERFUL

Page 350 of 380 ends

PROJECT NUMBER: SHEET TITLE:NOT FOR CONSTRUCTION PROJECT: 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 | www.coargroup.com DESCRIPTION: DATE: 50% DESIGN DEVELOPMENT 4/28/2025 24068.00 EMBELLECE EL CENTRO TOWN SQUARE CITY OF EL CENTRO 679 MAIN STREET, EL CENTRO, CA 92243 S1.0 STRUCTURAL NOTES4341 RE* , STERE'
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10,RA0ESA%L9'.STE00 SAN',E*OCA
11 ..1 :::.:REN*,NEERS.CO0 *ENERALNOTES 1. NOTES AND DETAILS ON THE STRUCTURAL DRAWINGS TAKE PRECEDENCE OVER THESE STANDARD STRUCTURAL NOTES. TYPICAL DETAILS SHALL BE USED WHENEVER APPLICABLE. REFER TO SPECIFICATIONS FOR INFORMATION NOT COVERED BY THESE NOTES OR DRAWINGS. THESE NOTES TAKE PRECEDENCE OVER ANY OTHER BOOK SPECIFICATIONS. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, AND SITE CONDITIONS BEFORE STARTING WORK, AND THE ENGINEER/ ARCHITECT SHALL BE IMMEDIATELY NOTIFIED, IN WRITING, OF ANY DISCREPANCIES. IN NO CASE SHALL DIMENSIONS BE SCALED FROM PLANS, SECTIONS, OR DETAILS ON THE STRUCTURAL DRAWINGS. 3. ALL OMISSIONS AND CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE DRAWINGS AND/OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF, AND RESOLVED WITH, THE ENGINEER BEFORE PROCEEDING WITH ANY WORK SO INVOLVED. 4. WHERE A CONSTRUCTION DETAIL IS NOT SHOWN OR NOTED, THE DETAIL SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. 5. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF UTILITY SERVICES IN THE AREA TO BE EXCAVATED, BEFORE BEGINNING EXCAVATION. 6. NO PIPES, DUCTS, SLEEVES, CHASES, ETC. SHALL BE PLACED IN SLABS, BEAMS, OR WALLS, NOR SHALL ANY STRUCTURAL MEMBER BE CUT FOR PIPES, DUCTS, ETC. THE CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FOR INSTALLATION OF ANY ADDITIONAL PIPES, DUCTS, ETC. 7. ALL MATERIAL AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF THE 2022 CALIFORNIA BUILDING CODE (CBC). 8. THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE ENGINEER FREE AND HARMLESS FROM ALL CLAIMS, DEMANDS, AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. 9. SITE VISITS PERFORMED BY THE ARCHITECT/ENGINEER DO NOT INCLUDE INSPECTIONS OF MEANS AND METHODS OF CONSTRUCTION PERFORMED BY THE CONTRACTOR. ALSO, SITE VISITS DO NOT GUARANTEE CONTRACTOR'S PERFORMANCE AND SHALL NOT BE CONSIDERED AS SUPERVISION OF CONSTRUCTION. 10. UNTIL ALL MEMBERS, BOLTS, AND WELDS ARE IN PLACE ACCORDING TO THE PERMITTED DRAWINGS, THE ERECTION OF STEEL IS NOT COMPLETE. THE CONTRATOR/ERECTOR IS RESPONSIBLE FOR ANY AND ALL TEMPORARY SUPPORTS OR OTHER ELEMENTS NEEDED FOR THE ERECTION OPERATION. THE CONTRACTOR/ERECTOR SHALL HIRE A LICENSED ENGINEER TO APPROVE ERECTION SEQUENCE AND PROVIDE ALL DETAILS AND DESIGNS NEEDED FOR TEMPORARY ERECTION SUPPORT. 11. RETAIN A CALIFORNIA REGISTERED CIVIL ENGINEER TO DESIGN ALL TEMPORARY BRACING, SHORING, AND SUPPORT REQUIRED DURING CONSTRUCTION, INCLUDING CONSTRUCTION LOADS AND EQUIPMENT. 12. INCLUDE ENGINEERING FEES, ENGINEERING DESIGN TIME, AND BUILDING DEPARTMENT APPROVAL TIME IN THE COST OF PROPOSED MATERIAL ALTERNATES. CONTACT ENGINEER FOR FEE AMOUNT. SUBMIT MATERIAL ALTERNATE FOR REVIEW BEFORE CONSTRUCTION. 13. STRUCTURAL CAD DRAWINGS SHALL NOT BE USED FOR SHOP DRAWINGS UNLESS AN AGREEMENT BETWEEN THE STRUCTURAL ENGINEER AND CONTRACTOR HAS BEEN ESTABLISHED ACCORDING TO CASE DOCUMENT . CONTACT ENGINEER FOR FEE AMOUNT. 14. SHOP DRAWINGS: THE CONTRACTOR SHALL REVIEW SHOP DRAWINGS FOR COMPLETENESS AND COMPLIANCE WITH CONTRACT DOCUMENTS. CONTRACTOR SHALL STAMP SHOP DRAWINGS PRIOR TO SUBMISSION TO ARCHITECT/ENGINEER. THE ARCHITECT'S/ENGINEER'S REVIEW OF THE SHOP DRAWINGS SHALL NOT BE CONSTRUED AS AN AUTHORIZATION TO DEVIATE FROM THE CONTRACT DOCUMENTS. ALSO, SHOP DRAWINGS WILL NOT BE PROCESSED DUE TO INCOMPLETENESS, LACK OF

COORDINATION WITH RELEVANT PORTIONS OF CONTRACT DOCUMENTS, LACK OF CALCULATIONS WHEN REQUIRED, OR WHERE DEVIATIONS, MODIFICATIONS, OR SUBSTITUTIONS ARE INDICATED WITHOUT PRIOR WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 15. ANY REFERENCE TO THE WORDS "APPROVED" OR "APPROVAL" IN THESE DOCUMENTS SHALL BE HERE DEFINED TO MEAN GENERAL ACCEPTANCE OR REVIEW AND SHALL NOT RELIEVE THE CONTRACTOR AND/OR SUB-CONTRACTORS OF ANY LIABILITY IN FURNISHING THE REQUIRED MATERIALS OR LABOR SPECIFIED. 16. CONNECTION OF ALL ITEMS SUPPORTED BY THE STRUCTURE ARE THE RESPONSIBILITY OF THE DISCIPLINES WHO ARE MAKING THESE ATTACHMENTS. THESE ATTACHMENTS SHALL BE DESIGNED TO RESIST ALL GRAVITY, WIND, SEISMIC, THERMAL LOADS, ETC. SPRINKLER PIPING SHALL BE SUPPORTED AND BRACED PER APPLICABLE STANDARDS. SUSPENDED CEILING SYSTEMS OF ACOUSTICAL TILE OR LAY-IN PANELS SHALL BE SUPPORTED AND BRACED PER CURRENT CODE REQUIREMENTS, SEE ARCHITECTURAL DRAWINGS. 'ES,*NCR,TER,A 1. VERTICAL LOADS: A. DEAD LOADS: MARQUEE SIGNAGE…...........00 PSF 8TH STREET SIGNAGE...........00 PSF 2. LATERAL LOADS: A. WIND: PER ASCE 7-16 (CBC 2022) BASIC WIND SPEED-3 SECOND GUST (V3s)........... 98 MPH TOPOGRAPHIC FACTOR (Kzt)……………................. 1.0 RISK CATEGORY .......…………….............................. II EXPOSURE CATEGORY………………………............

C ENCLOSURE CLASSIFICATION………………........... ENCLOSED B. SEISMIC: PER ASCE 7-16 (CBC 2022) RISK CATEGORY………………………....................... II SEISMIC IMPORTANCE FACTOR (IE)…………........ 1.0 RHO (N-S)....................................................... 1.3 RHO (E-W)...................................................... 1.3 MAPPED SPECTRAL RESPONSE ACCELERATIONS: SS= 1.500 G S1= 0.600 G SITE CLASS:……………………………………..............

E SPECTRAL RESPONSE COEFFICIENTS: Sds= 1.200 G Sd1= 0.800 G SEISMIC DESIGN CATEGORY:……………….............D 3. ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE A. MAIN BUILDING SEISMIC FORCE RESISTING SYSTEM: STEEL ORDINARY CANTILEVER COLUMN SYSTEM RESPONSE MODIFICATION FACTOR.................. R=1.25 Omega=1.25 Cd=1.25 SEISMIC RESPONSE COEFFICIENT (Cs).............1.200 Vu=Cs*W=1.2000 W (LRFD)V=Cs*W/1.4=0.857 W (ASD) )OUN'AT,ON 1. THE SOILS REPORT RECOMMENDATIONS SHALL BE COMPLIED WITH BY THE CONTRACTOR. 2. SOILS INFORMATION: SEE SOILS REPORT BY:GEOCON, PROJECT NO. G3418-52-01 DATED:JANUARY 6, 2025 SOIL DESIGN PARAMETERS: SHALLOW FOOTING ALLOWABLE BEARING PRESSURE………...1,500 PSF DRILLED PIER ALLOWABLE SKIN FRICTION CAPACITY................300 PSF DRILLED PIER LATERAL BEARING (PASSIVE) PRESSURE……… 200 PCF MINIMUM CONTINUOUS FOOTING WIDTH………...........................12 INCHES MINIMUM SPREAD FOOTING WIDTH………………...........................24 INCHES BOTTOM OF SHALLOW FOOTINGS SHALL BE AT LEAST 24" INCHES BELOW LOWEST ADJACENT GRADE. BOTTOM OF DRILLED PIER FOOTINGS SHALL BE AT LEAST 15 FEET BELOW LOWEST ADJACENT GRADEE. 3. ALL FOUNDATION WORK SHALL BE FOUNDED ON FIRM UNDISTURBED NATURAL SOILS OR APPROVED COMPACTED SOILS. 4. ALL SITE SOIL WORK SHALL BE DONE UNDER THE DIRECT OBSERVATION OF THE SOILS ENGINEER. 5. SOILS ENGINEER SHALL VERIFY IN WRITING TO THE ENGINEER THAT SITE SOIL WORK COMPLIES WITH ALL OF THE RECOMMENDATIONS AND CONCLUSIONS OF THE SOILS REPORT. 6. THE FINISH EXCAVATION FOR FOUNDATIONS SHALL BE NEAT & TRUE TO LINE. 7. FOUNDATION EXCAVATIONS SHALL BE KEPT FREE OF LOOSE MATERIAL AND STANDING WATER AND SHALL BE CHECKED AND APPROVED BY THE SOILS ENGINEER BEFORE THE PLACEMENT OF ANY CONCRETE. 8. THE TESTING LAB SHALL SUBMIT COMPACTION REPORTS FOR ALL FILL TO THE ENGINEER BEFORE REQUESTING FOUNDATION INSPECTION. ALL LOOSE SOIL AND FILL DIRT, INCLUDING BACKFILL BEHIND RETAINING WALLS, SHALL BE COMPACTED TO AT LEAST 90% OF MAXIMUM DENSITY, OR GREATER AS REQUIRED BY THE SOILS REPORT. 9. BACKFILL FOR ALL RETAINING WALLS SHALL BE NON-EXPANSIVE PERVIOUS MATERIAL APPROVED BY THE SOILS ENGINEER AND SHALL NOT BE PLACED UNTIL MASONRY OR CONCRETE RETAINING MEMBERS HAVE BEEN IN PLACE A MINIMUM OF 14 DAYS AND HAVE OBTAINED 75% OF THE DESIGN STRENGTH. 10. PROVIDE TEMPORARY SHORING FOR ALL WALLS RETAINING EARTH, PRIOR TO BACKFILLING. 11. TEMPORARY SHORING FOR ALL RETAINING WALLS REQUIRING PERMANENT STRUCTURAL SUPPORT AT THE TOP OF THE WALL SHALL REMAIN IN PLACE UNTIL SUCH SUPPORTS ARE INSTALLED, AND IN THE CASE OF CONCRETE SUPPORTS, THE SHORING SHALL REMAIN IN PLACE A MINIMUM OF 7 DAYS AFTER CONCRETE PLACEMENT. REINFORCED CONCRETE (CBC CHAPTER 19) 1. CEMENT SHALL CONFORM TO ASTM C150, TYPE II. 2. AGGREGATES FOR NORMAL WEIGHT CONCRETE SHALL CONFORM TO ASTM C33. 3. AGGREGATES FOR LIGHT WEIGHT CONCRETE SHALL CONFORM TO ASTM C330. 4. READY-MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH ASTM C94. 5. CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI 301, "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS", EXCEPT AS MODIFIED BY THESE NOTES. 6. CONCRETE SHALL BE STANDARD WEIGHT CONCRETE (145 PCF) AND HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS AS FOLLOWS: ELEMENT STRENGTH AGG W/C RATIO (MAX) TYPE DRILLED PIERS…………………………….......….3000 PSI 1'' .57 NWT SLAB ON GRADE & MISC REPAIR……………. 3000 PSI 1'' .45 NWT 7. CONTINUOUS SPECIAL INSPECTION IS REQUIRED FOR CONCRETE DESIGN STRENGTHS EXCEEDING 2500 PSI. 8. CONCRETE SHALL BE PROPORTIONED SUCH THAT THE 7 DAY STRENGTHS ARE A MINIMUM OF SEVENTY PERCENT OF THE SPECIFIED 28 DAY STRENGTH FOR ANY CONCRETE CONSTRUCTION REQUIRING SHORING, BRACING, OR TO RECEIVE CONSTRUCTION LOADS. ALSO, SLABS ON GRADE SHALL HAVE A COMPRESSION STRENGTH OF 1800 PSI MINIMUM AT 3 DAYS IF SUBJECT TO CONSTRUCTION TRAFFIC. 9. ADMIXTURES MAY BE USED WITH PRIOR APPROVAL OF THE ENGINEER. ADMIXTURES SHALL COMPLY WITH ASTM C494 & C1017 AND BE OF A TYPE THAT INCREASES THE WORKABILITY OF THE CONCRETE, BUT SHALL NOT BE CONSIDERED TO REDUCE THE SPECIFIED MINIMUM CEMENT CONTENT (CALCIUM CHLORIDE SHALL NOT BE USED). 10. ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS, HOLDOWN ANCHORS, AND INSERTS SHALL BE WELL SECURED IN POSITION WITH WIRE POSITIONERS PRIOR TO FOUNDATION INSPECTION AND BEFORE PLACING CONCRETE. 11. CONCRETE CURING: SEE SPECIFICATIONS. 12. NO CONDUIT PLACED IN A CONCRETE SLAB SHALL HAVE AN OUTSIDE DIAMETER GREATER THAN 1/3 THE THICKNESS OF THE SLAB. NO CONDUIT SHALL BE EMBEDDED IN A SLAB THAT IS LESS THAN 3 1/2" THICK. EXCEPT FOR LOCAL OFFSETS, MINIMUM CLEAR DISTANCE BETWEEN CONDUITS SHALL BE THREE DIAMETERS ON CENTER. 13. NO CONDUIT SHALL BE PLACED IN THE CONCRETE TOPPING OVER THE STEEL DECKING. 14. PROJECTING CORNERS OF SLABS, BEAMS, WALLS, COLUMNS, ETC. SHALL BE FORMED WITH A 3/4" CHAMFER. 15. REFER TO DRAWINGS OF OTHER DISCIPLINES FOR MOLDS, GROOVES, CLIPS, ORNAMENTS, OR GROUNDS REQUIRED TO BE CAST INTO CONCRETE. 16. CONSTRUCTION JOINTS IN ALL FOUNDATIONS, WALLS, SUPPORTED SLABS, AND CONCRETE FRAMING BEAMS SHALL NOT BE SPACED FURTHER APART THAN 60 FEET IN LENGTH. 17. LOCATION OF ALL CONSTRUCTION, CONTROL, AND WEAKENED PLANE JOINTS NOT SPECIFICALLY INDICATED ON THE DRAWINGS SHALL BE APPROVED BY THE ENGINEER PRIOR TO REINFORCEMENT PLACEMENT. 18. ALL CONSTRUCTION JOINTS IN WALLS OR OTHER ELEMENTS NOT HAVING PREFORMED KEYS SHALL BE WIRE BRUSHED AND ROUGHENED TO A MINIMUM AMPLITUDE OF 1/4 INCH, CLEANED, AND MOISTENED IMMEDIATELY PRIOR TO PLACEMENT OF NEW CONCRETE. 19. FOUNDATIONS TO RECEIVE CONCRETE OR MASONRY WALLS: ROUGHEN TOPS OF FOOTINGS TO A MINIMUM AMPLITUDE OF 1/4 INCH AND ABRASIVELY CLEAN. 20. CONTRACTOR SHALL SUBMIT MIX DESIGNS FOR REVIEW BEFORE FABRICATION AND INSTALLATION. MIX DESIGNS SHALL BE DESIGNED AND SIGNED BY A CALIFORNIA REGISTERED PROFESSIONAL ENGINEER. RE,N)ORC,N*STEEL 1. BAR REINFORCEMENT SHALL BE ASTM A615, GRADE 60 DEFORMED BARS. 2. BAR REINFORCEMENT THAT IS TO BE WELDED SHALL BE ASTM A706, GRADE 60. BARS TO BE WELDED CONFORMING TO ASTM A615, GRADE 60 MAY BE SUBSTITUTED PROVIDING THAT THE REINFORCEMENT MEETS THE REQUIREMENTS OF ACI 318 SECTION 20.2.2.5(b). 3. MINIMUM LAP SPLICES OF REINFORCING BARS SHALL BE AS SPECIFIED IN THE DRAWINGS. 4. VERTICAL BARS IN WALLS SHALL BE ACCURATELY POSITIONED AT THE CENTER OF THE WALL UNLESS OTHERWISE NOTED ON PLANS. 5. REINFORCING DETAILING, BENDING, AND PLACING SHALL BE IN ACCORDANCE WITH ACI 315 "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT". 6. REINFORCING STEEL SHALL BE PROVIDED WITH THE FOLLOWING MINIMUM CONCRETE COVER FOR CAST IN PLACE CONCRETE: A. CONCRETE DEPOSITED AGAINST EARTH:....................................... 3” B. CONCRETE SURFACE (FORMED) EXPOSED TO EARTH OR WEATHER: #6 THROUGH #18 BARS:................................................................... 2" #5 BAR AND SMALLER:..................................................................... 1-1/2" C. CONCRETE NOT EXPOSED TO EARTH OR WEATHER: SLABS, WALLS AND JOISTS #11 BAR AND SMALLER:................................................................... 1" BEAMS, COLUMNS: PRIMARY REINFORCEMENT, TIES,STIRRUPS, SPIRALS:............. 1-1/2" 7. ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS, HOLDOWN ANCHORS AND INSERTS SHALL BE WELL SECURED IN POSITION WITH WIRE POSITIONERS PRIOR TO FOUNDATION INSPECTION AND BEFORE PLACING CONCRETE OR GROUT. 8. DOWELS BETWEEN FOOTINGS AND WALLS SHALL BE THE SAME GRADE, SIZE, AND SPACING AS VERTICAL WALL REINFORCING UNLESS OTHERWISE NOTED ON PLANS. 9. FURNISH #3 SPACER TIES AT APPROXIMATELY 2'-6" ON CENTER IN ALL BEAMS AND FOOTINGS TO SECURE REINFORCING IN PLACE. 10. WELDING OF REINFORCING BARS SHALL CONFORM TO THE LATEST EDITION OF AWS D1.4. E80XX ELECTRODES SHALL BE USED FOR BAR TO BAR & E70XX ELECTRODES SHALL BE USED FOR REINFORCING TO STRUCTURAL STEEL. 11. CONTRACTOR SHALL SUBMIT REINFORCING STEEL SHOP DRAWINGS FOR REVIEW BEFORE FABRICATION AND INSTALLATION. 12. WHERE HOOKS ARE ILLUSTRATED AS 90-DEGREE HOOKS, 180 DEGREE HOOKS MAY BE USED IN LIEU OF 90-DEGREE HOOKS. STRUCTURALSTEEL C%CC+A3TER

1. ALL WORKMANSHIP AND MATERIALS FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS SHALL CONFORM TO THE 15th EDITION OF THE AISC MANUAL OF STEEL CONSTRUCTION. 2. MATERIALS: WIDE FLANGE………………………….... ASTM A992 ..……... GRADE 50 CHANNELS……………………………….. ASTM A36 .....…….. GRADE 36 ANGLES & RODS……………..................ASTM A36 .....…….. GRADE 36 PLATES……….................................….. ASTM A572 ....…….. GRADE 50 HSS (TUBES)……………………………... ASTM A500 ..……… GRADE C (FY= 50 KSI) HSS (ROUND)......................................... ASTM A500 ...…….. GRADE C (FY= 46 KSI) PIPE......................................................... ASTM A53 .............. GRADE B (FY= 35 KSI) MACHINE BOLTS………………………… ASTM A307.……….. GRADE A NUTS………………………………..... ASTM A563 ..……… HEX, GRADE A ANCHOR BOLTS/ RODS……………… ASTM F1554 .……… (SEE PLAN FOR GRADE) NUTS………………………………..... ASTM A563 ..……… HEAVY HEX, GRADE A HIGH STRENGTH BOLTS…………….... ASTM F3125 NUTS………………………………..... ASTM A563 ..……… HEAVY HEX, GRADE C HARDENED WASHERS……………….... ASTM F436 HEADED STUDS……………………….... ASTM A108 NON-SHRINK GROUT…………………... ASTM C1107.….…... 7000 PSI (NON-METALLIC) 3. ROLLED STRUCTURAL SHAPES SHALL BEAR MILL IDENTIFICATION MARKS IN CONFORMANCE WITH ASTM A6. HSS (TUBES AND ROUNDS) SHALL BEAR MILL IDENTIFICATION IN ACCORDANCE WITH ASTM A500 AND HSS (PIPES) IN ACCORDANCE WITH ASTM A53. 4. WHEN FABRICATING BEAMS, PLACE NATURAL CAMBER UP. 5. PROVIDE HARDENED WASHERS AS REQUIRED PER THE SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM F3125 GR. A325 OR GR. A490 BOLTS BY THE RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS. 6. BOLT HOLES: A. TYPICAL STEEL TO STEEL CONNECTIONS……….. BOLT DIAMETER + 1/16 INCH B. ANCHOR BOLTS (RODS) & WASHERS……………….PER AISC TABLE 14-2 U.O.N. ON PLANS C. ALL CONNECTIONS MAY BE SNUG-TIGHTENED UNLESS OTHERWISE NOTED. 7. WELDED HEADED AND THREADED ANCHORS: NELSON SELF-FLUXED ANCHORS. 8. NON- SHRINK GROUT SHALL BE INSTALLED IMMEDIATELY AFTER COLUMN IS PLUMBED. CONTRACTOR SHALL NOT LOAD COLUMN ANCHOR BOLTS BEFORE PLACEMENT OF NON-SHRINK GROUT WITHOUT TAKING MEASURES TO PREVENT BUCKLING OF ANCHOR BOLTS UNDER CONSTRUCTION LOAD. 9. ALL WELDING SHALL BE DONE BY THE FLUX-CORE PROCESS USING APPROVED ELECTRODES PER AWS SPECIFICATION E70XX (LOW HYDROGEN ELECTRODES). WELDING SHALL CONFORM TO THE LATEST EDITION OF AWS D1.1 AND AWS D1.4 AND SHALL BE PERFORMED BY CERTIFIED WELDERS QUALIFIED UNDER THE PROCEDURES CONTAINED THEREIN. 10. WHERE WELD LENGTH IS NOT SHOWN, IT SHALL BE THE FULL LENGTH OF THE JOINT. 11. WHERE MINIMUM AISC FILLET WELD THICKNESS REQUIREMENT EXCEEDS WELDS SHOWN ON DETAILS, PROVIDE MINIMUM AISC WELD. 12. ALL WELDS USED IN PRIMARY MEMBERS AND CONNECTIONS IN THE LATERAL FORCE RESISTING SYSTEM SHALL BE MADE WITH A FILLER METAL THAT HAS A MINIMUM CHARPY V-NOTCH TOUGHNESS OF 20 FT-LBS AT ZERO DEGREES FAHRENHEIT AS DETERMINED BY AWS CLASSIFICATION OR MANUFACTURE CERTIFICATION AND 40 FT-LBS AT 70° DEGREES FAHRENHEIT. 13. WELDS IDENTIFIED AS REQUIRING CONTINUOUS OR PERIODIC SPECIAL INSPECTION NEED NOT HAVE SPECIAL INSPECTION WHEN THE WELDING IS DONE IN AN APPROVED FABRICATOR'S SHOP. HOWEVER, THE APPROVED FABRICATOR MUST SUBMIT A CERTIFICATE OF COMPLIANCE IN ACCORDANCE WITH CBC SECTION 1704.2.5.1. 14. ALL FULL PENETRATION CONNECTIONS SHALL BE ULTRASONICALLY INSPECTED BY AN APPROVED TESTING AGENCY AND SHALL CONFORM TO LATEST EDITION OF AWS D1.1. 15. ALL FLANGE STIFFENER PLATES AND CAP PLATES USED IN MOMENT CONNECTIONS SHALL BE ORIENTED SO THAT THE ROLLING DIRECTION OF THE PLATE IS PARALLEL WITH THE DIRECTION OF PRINCIPAL STRESS. 16. WELDING OF MOMENT CONNECTIONS SHALL BE DONE PRIOR TO TIGHTENING OF HIGH STRENGTH BOLTS.. 17. STRESSES OCCURRING DURING FABRICATION, SHIPMENT, AND ERECTION SHALL BE TEMPORARY AND NOT EXCESSIVE. STRESSES AT ALL TIMES SHALL BE LESS THAN DESIGN AND ALLOWABLE STRESSES. THE FULL DESIGN AND LOAD CARRYING CAPACITY OF THE STEEL WORK SHALL NOT BE IMPAIRED DUE TO FABRICATION, SHIPMENT, OR ERECTION PROCEDURES. THROUGHOUT THE COMPLETE PROCESS, THE STABILITY OF INDIVIDUAL MEMBERS AND ASSEMBLIES SHALL BE MAINTAINED. 18. ALL ADDITIONAL STEEL REQUIRED FOR ERECTION PURPOSES SHALL BE PROVIDED AT NO ADDITIONAL COST AND SHALL BE REMOVED UNLESS APPROVED BY THE OWNER IN WRITING. 19. CERTIFICATIONS FROM THE STEEL FABRICATOR SHALL BE PROVIDED TO THE CITY BUILDING DIVISION FOR ALL STEEL DELIVERED TO THE JOB SITE PRIOR TO REQUESTING INSPECTIONS FOR STEEL FRAME, FLOOR SHEATHING, OR ROOF SHEATHING INSPECTION, WHICHEVER OCCURS FIRST. 20. STRUCTURAL STEEL SHOP DRAWINGS SHALL BE SUBMITTED TO AND REVIEWED BY THE ENGINEER BEFORE FABRICATION. 21. ALL EXTERIOR EXPOSED STEEL SHALL BE PAINTED OR GALVANIZED. SEE ARCHITECTURAL DRAWINGS FOR REQUIREMENTS. DESIGN

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PROJECT NUMBER: SHEET TITLE:NOT FOR CONSTRUCTION PROJECT: 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 | www.coargroup.com DESCRIPTION: DATE: 50% DESIGN DEVELOPMENT 4/28/2025 24068.00 EMBELLECE EL CENTRO TOWN SQUARE CITY OF EL CENTRO 679 MAIN STREET, EL CENTRO, CA 92243 S1.1 STRUCTURAL NOTES4341 RE* , STERE'
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10,RA0ESA%L9'.STE SAN',E*OCA
11 ..1 :::.:REN*,NEERS.CO0 S3EC,AL,NS3ECT,ONS TEST,N* C%CC+A3TER1

1. SPECIAL INSPECTIONS AND TESTING SHALL MEET THE REQUIREMENTS OF CBC CHAPTER 17. 2. SPECIAL INSPECTORS SHALL: A. BE EMPLOYED BY THE OWNER AND ACT AS THE OWNER'S AGENT PER CBC SECTION 1704.2. B. BE CERTIFIED BY THE BUILDING DEPARTMENT TO PERFORM THE TYPES OF INSPECTIONS SPECIFIED. C. OBSERVE THE WORK ASSIGNED FOR CONFORMANCE WITH APPROVED DRAWINGS AND SPECIFICATIONS. D. FURNISH INSPECTION REPORTS TO THE ENGINEER AND BUILDING DEPARTMENT. DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION; THEN, IF NOT CORRECTED, TO THE ENGINEER AND BUILDING DEPARTMENT PER CBC SECTION 1704.2.4. E. SUBMIT TO THE ENGINEER AND BUILDING DEPARTMENT (FIELD INSPECTION DIVISION) A CERTIFICATE OF SATISFACTORY COMPLETION OF WORK REQUIRING SPECIAL INSPECTION, STATING THAT THE WORK WAS IN CONFORMANCE WITH THE APPROVED DRAWINGS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE CBC. 3. SUMMARY OF CONTINUOUS AND PERIODIC INSPECTIONS: A. CONSTRUCTION INSPECTIONS LISTED ARE IN ADDITION TO THE CALLED INSPECTIONS REQUIRED BY CBC SECTION 110. SPECIAL INSPECTION IS NOT A SUBSTITUTE FOR INSPECTION BY A BUILDING OFFICIAL. SPECIALLY INSPECTED WORK WHICH IS INSTALLED OR COVERED WITHOUT THE APPROVAL OF THE BUILDING OFFICIAL IS SUBJECT TO REMOVAL OR EXPOSURE. B. CONTINUOUS INSPECTION IS REQUIRED DURING THE PERFORMANCE OF THE WORK UNLESS OTHERWISE SPECIFIED. 4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INFORM THE SPECIAL INSPECTOR OR INSPECTION AGENCY AT LEAST ONE WORKING DAY BEFORE PERFORMING ANY WORK THAT REQUIRES SPECIAL INSPECTION. 5. OFF-SITE FABRICATION: A. FABRICATOR SHALL SUBMIT APPLICATION TO THE BUILDING OFFICIAL (FIELD INSPECTION DIVISION) FOR APPROVAL PRIOR TO FABRICATION. B. FABRICATOR SHALL SUBMIT A CERTIFICATE OF COMPLIANCE FOR OFF-SITE FABRICATION TO THE BUILDING OFFICIAL (FIELD INSPECTION DIVISION) PRIOR TO ERECTION OF PREFABRICATED COMPONENTS. STRUCTURALO%SER9AT,ON C%CC+A3TER1

1. DEFINITION: THE VISUAL OBSERVATION OF THE STRUCTURAL SYSTEM, FOR GENERAL CONFORMANCE TO THE APPROVED PLANS AND SPECIFICATIONS, AT SIGNIFICANT CONSTRUCTION STAGES AND AT COMPLETION OF THE STRUCTURAL SYSTEM. STRUCTURAL OBSERVATION DOES NOT WAIVE THE RESPONSIBILITY FOR THE INSPECTIONS REQUIRED BY CBC SECTION 110, 1704 OR OTHER SECTIONS OF THE CODE. 2. IN ACCORDANCE WITH CBC SECTION 1704.5 THE ENGINEER REQUIRES OBSERVATION DURING CONSTRUCTION OF THE FOLLOWING: A. FOUNDATION EXCAVATION AND REINFORCEMENT B. PARTIAL FRAMING STEEL CONNECTIONS NOTCHED BEAMS AND STUDS REINFORCING STEEL C. FINAL FRAMING METAL STUD SEATING 3. NOTIFICATION: 48 HOURS BEFORE REQUIRED OBSERVATION. DELINQUENT NOTIFICATION MAY REQUIRE DEMOLITION OF COVERED MATERIALS FOR OBSERVATION. 4. THE STRUCTURAL OBSERVER SHALL SUBMIT TO THE BUILDING OFFICIAL A WRITTEN STATEMENT THAT THE SITE VISITS HAVE BEEN MADE AND IDENTIFYING ANY REPORTED DEFICIENCIES WHICH, TO THE BEST OF THE STRUCTURAL OBSERVERS KNOWLEDGE, HAVE BEEN RESOLVED. 3ER0,TNOTES 1. NOTICE TO THE APPLICANT/OWNER/OWNER'S AGENT/ARCHITECT OR ENGINEER OF RECORD BY USING THIS PERMITTED CONSTRUCTION DRAWINGS FOR CONSTRUCTION/INSTALLATION OF THE WORK SPECIFIED HEREIN, YOU AGREE TO

COMPLY WITH THE REQUIREMENTS OF CITY OF SAN DIEGO FOR SPECIAL INSPECTIONS,STRUCTURAL OBSERVATIONS, CONSTRUCTION MATERIAL TESTING AND OFF-SITE FABRICATION OF BUILDING COMPONENTS, CONTAINED IN THE STATEMENT OF SPECIALINSPECTIONS AND, AS REQUIRED BY THE CALIFORNIA CONSTRUCTION CODES. 2. NOTICE TO THE CONTRACTOR/BUILDER/INSTALLER/SUBCONTRACTOR/OWNER-BUILDER BY USING THIS PERMITTED CONSTRUCTION DRAWINGS FOR CONSTRUCTION INSTALLATION OF THE WORK SPECIFIED HEREIN, YOU ACKNOWLEDGE AND ARE AWARE OF, THE REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS. YOU AGREE TO COMPLY WITH THE REQUIREMENTS OF THE CITY OF SAN DIEGO FOR SPECIAL INSPECTIONS, STRUCTURAL OBSERVATIONS, CONSTRUCTION MATERIAL

TESTING AND OFF-SITE FABRICATION OF BUILDING COMPONENTS, CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS AND, AS REQUIRED BY THE CALIFORNIA CONSTRUCTION CODES. 3. THE SPECIAL INSPECTOR MUST BE CERTIFIED BY THE CITY OF SAN DIEGO, DEVELOPMENT SERVICES, IN THE CATEGORY OF WORK REQUIRED TO HAVE SPECIAL INSPECTION. 4. THE CONSTRUCTION MATERIALS TESTING LABORATORY MUST BE APPROVED BY THE CITY OF SAN DIEGO, DEVELOPMENT SERVICES, FOR TESTING OF MATERIALS, SYSTEMS, COMPONENTS, AND EQUIPMENTS. 5. THE FABRICATOR MUST BE APPROVED BY THE CITY OF SAN DIEGO, DEVELOPMENTSERVICES, FOR FABRICATION OF MEMBERS AND ASSEMBLIES ON THE PREMISES OF THE FABRICATORS SHOP. 6. FABRICATOR SHALL SUBMIT AN 'APPLICATION TO PERFORM OFF-SITE FABRICATION' TO THE INSPECTION SERVICES DIVISION FOR APPROVAL PRIOR TO COMMENCEMENT OF FABRICATION. 7. FABRICATOR SHALL SUBMIT A 'CERTIFICATE OF COMPLIANCE FOR OFF-SITE FABRICATION' TO THE INSPECTION SERVICES DIVISION PRIOR TO ERECTION OF FABRICATED ITEMS AND ASSEMBLIES. 8. THE SPECIAL INSPECTIONS IDENTIFIED ON PLANS ARE, IN ADDITION TO, AND NOT A SUBSTITUTE FOR THOSE INSPECTIONS REQUIRED TO BE PERFORMED BY A CITY'S BUILDING INSPECTOR. 9. A PROPERTY-OWNER'S FINAL REPORT FORM FOR WORK REQUIRED TO HAVE SPECIAL INSPECTIONS, TESTING AND STRUCTURAL OBSERVATIONS MUST BE COMPLETED BY THE PROPERTY OWNER, PROPERTY OWNER'S AGENT OF RECORD, ARCHITECT OF RECORD OR ENGINEER OF RECORD AND SUBMITTED TO THE INSPECTION SERVICES DIVISION. :OO' C%CC+A3TER

1. ALL WOOD MEMBERS SHALL BE DOUGLAS FIR (DF) OR LARCH GRADE MARKED BY A RECOGNIZED GRADING AGENCY (WCLIB & WWPA) THAT HAS BEEN APPROVED BY AN ACCREDITATION BODY THAT COMPLIES WITH DOC PS20 OR EQUIVALENT. 2. WOOD GRADES: A. FOR HORIZONTAL MEMBERS: 3 X & LARGER BEAMS & HEADERS:..............GRADE #1 2 X:.....................................................................GRADE #2 B. FOR VERTICAL MEMBERS: 2 X & 3X STUDS:...............................................GRADE #2 4 X & LARGER STUDS OR POSTS...................GRADE #1 3. APA RATED SHEATHING CONFORMING TO APA DOC PS-1 OR PS-2 SHALL BE USED FOR FLOOR, ROOF, AND WALL SHEATHING IN ACCORDANCE WITH CBC SECTION 2303.1.5. 4. NOTCHING AND BORING OF STUDS AND JOISTS SHALL BE PERMITTED ONLY AS DETAILED OR APPROVED BY THE ENGINEER. 5. AS A MINIMUM, ALL NAILING SHALL BE WITH COMMON NAILS, EXCEPT AS NOTED IN CBC TABLE 2304.10.2. 6. BOLTS: ALL BOLT HOLES IN WOOD SHALL BE DRILLED 1/32" DIAMETER LARGER THAN NOMINAL BOLT DIAMETERS. BOLTS IN WOOD SHALL NOT BE LESS THAN 7 DIAMETERS FROM THE END AND 4 DIAMETERS FROM THE EDGE OF THE MEMBER. THREAD PROJECTION SHALL BE 1/16 INCH MINIMUM. ALL NUTS SHALL BE TIGHTENED WHEN INSTALLED AND RE-TIGHTENED AT THE COMPLETION OF WORK OR BEFORE CLOSING IN. 7. MACHINE BOLT ANCHOR BOLTS SHALL BE PROVIDED WITH FULL BODY DIAMETER AS FOLLOWS: NOMINAL SIZE BODY OR SHANK DIAMETER (INCHES) (INCHES) MAX MIN 1/2 0.500 0.515 0.482 5/8 0.625 0.642 0.605 3/4 0.750 0.768 0.729 7/8 0.875 0.895 0.852 1 1.000 1.022 0.976 A. ADOPTED FROM ANSI B18.2.1. B. FOR BOLT DIAMETERS NOT INDICATED, REFER TO ASME B18.2.1 AND B18.2.6. C. THE BODY AND SHANK OF A BOLT IS THE SMOOTH PORTION BETWEEN THE HEAD AND THE THREADS. 10. LAG SCREWS: SHALL BE FULL BODY DIAMETER ACCORDING TO ANSI B18.2.1 PRE-DRILL LEAD WITH A BIT SIZE OF 40% TO 70% OF THE SHANK DIAMETER FOR THE THREADED PORTION. CLEARANCE HOLE TO BE THE SAME LENGTH AND DIAMETER AS THE UN-THREADED SHANK. LUBRICATE LAGS AND SCREW INTO PLACE. 11. WOOD SCREWS SHALL BE CUT THREAD ACCORDING TO ANSI B18.6.1 12. WASHERS: ALL BOLT HEADS, LAG SCREWS AND NUTS BEARING ON WOOD SHALL HAVE STANDARD CUT WASHERS. SEE SHEARWALL SCHEDULE FOR ADDITIONAL SILL PLATE WASHER REQUIREMENTS. 13. ALL FRAMING ANCHORS, POST CAPS, BASES, HANGERS, STRAPS, ETC., SHALL BE AS MANUFACTURED BY "SIMPSON STRONG-TIE COMPANY" LATEST CATALOG OR ENGINEER APPROVED EQUAL. SUBMIT LOAD COMPARISONS WITH CATALOG AND ICC REPORTS TO THE ENGINEER FOR APPROVAL. 14. TOP PLATES OF ALL WOOD STUD WALLS TO BE 2-2X MINIMUM (SAME WIDTH AS STUDS), LAP 48" (MINIMUM), WITH NOT LESS THAN 6-16D NAILS AT EACH LAP AND NOT MORE THAN 12" BETWEEN NAILS. 15. MOISTURE CONTENT OF WOOD AT TIME OF PLACING SHALL NOT EXCEED 19%. 16. OVER DRIVING OF NAILS THROUGH SHEARWALL, ROOF, OR FLOOR SHEATHING IS NOT ALLOWED. NAILS SHALL BE DRIVEN SO THAT THE HEADS ARE FLUSH WITH THE SURFACE OF SHEATHING. 17. MACHINE APPLIED NAILING TO WOOD FRAMING OR PLYWOOD: SUBJECT TO SATISFACTORY JOB SITE DEMONSTRATION FOR THIS PROJECT AND APPROVAL BY THE ENGINEER AND BUILDING DEPT.. IF NAIL-HEADS PENETRATE THE OUTER PLY MORE THAN WOULD BE NORMAL FOR HAND HAMMER OR IF MINIMUM ALLOWABLE EDGE DISTANCES ARE NOT MAINTAINED, THE PERFORMANCE WILL BE DEEMED UNSATISFACTORY AND MACHINE NAILING SHALL BE DISCONTINUED. 18. FASTENERS, NAILS AND CONNECTORS IN CONTACT WITH PRESERVATIVE TREATED WOOD SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A-653 HOT DIPPED ZINC COATED GALVANIZED OR SHALL BE STAINLESS STEEL. COL')OR0E'STEEL)RA0,N* C%CC+A3TER

1. MANUFACTURE, AND INSTALLATION OF LIGHT GAUGE, COLD-FORMED STEEL JOISTS, PURLINS, AND STUDS SHALL CONFORM WITH CBC CHAPTER 22 SECTION 2210. 2. STRUCTURAL LIGHT GAUGE STUDS, TRACK, BRIDGING, AND ACCESSORIES SHALL BE AS SPECIFIED IN THE “STEEL FRAMING INDUSTRY ASSOCIATION" SFIA TECHNICAL GUIDE (ESR-4205) OR AN ENGINEER APPROVED EQUAL AND BE FABRICATED USING THE FOLLOWING MATERIALS: A. 12, 14 AND 16 GAUGE MEMBERS: GRADE 50 (50 KSI) B. 18 AND 20 GAUGE MEMBERS: GRADE 33 (33KSI) 3. ALL WELDING SHALL BE IN CONFORMANCE WITH AWS D1.3, "STRUCTURAL WELDING CODE -- SHEET STEEL." QUALIFICATION OF WELDERS SHALL BE IN ACCORDANCE WITH AWS D1.1, CHAPTER 5, PART C, "WELDER QUALIFICATION." USE E60XX MINIMUM ELECTRODES AND COMPLY WITH THE APPROPRIATE AWS STANDARD. 4. PROVISION FOR POSSIBLE VERTICAL MOVEMENT OF FLOORS AND ROOFS AT WALLS SHALL BE BY USE OF SLIP TRACK. STUDS IN SLIP TRACK SHALL NOT BE INSTALLED UNTIL ALL DEAD LOADS ARE IN PLACE. 5. TEMPORARY BRACING SHALL BE PROVIDED AS REQUIRED UNTIL ERECTION IS COMPLETE AND SAFELY SECURED TO STRUCTURE. 6. ALL FLOOR, CEILING, AND ROOF JOISTS SHALL BE UNPUNCHED. 7. WALL BRIDGING MUST OCCUR WHEN STUDS ARE NOT BRACED BY WALL FINISHES ON BOTH SIDES OF THE WALL. 8. MEMBER IDENTIFICATION SHALL BE AS FOLLOWS: 600S162-54: 600 S 162 54 A B C D A. MEMBER DEPTH: (EXAMPLE: 600 = 600/100 = 6'') FOR ALL ''T'' SECTIONS MEMBER DEPTH IS THE INSIDE TO INSIDE DIMENSION. B. STYLE: S= STUD T= TRACK C. FLANGE WIDTH: (EXAMPLE: 162 = 1 5/8'') ALL FLANGE WIDTHS ARE TAKEN IN 1/100 INCHES. D. MATERIAL THICKNESS: (EXAMPLE: 54 = 54 MILS = 0.054 IN.) MATERIAL THICKNESS IS THE MINIMUM BASE METAL THICKNESS IN MILS. MINIMUM BASE METAL THICKNESS REPRESENTS 95% OF THE DESIGN THICKNESS. 9. SHOP DRAWINGS SHALL BE SUBMITTED TO AND APPROVED BY THE ENGINEER BEFORE INSTALLATION. SELF-TAPPING SCREWS (STS) 1. MATERIALS: SELF-DRILLING, SELF-TAPPING SCREWS (NOTED STS OR S.T.S. ON PLANS) SHALL BE ITW BUILDEX 'TEKS' SCREWS (ESR 1976) OR APPROVED EQUAL. 2. FASTENERS SHALL BE INSTALLED IN ACCORDANCE WITH ESR 1976 AND MANUFACTURER GUIDELINES. 3. SCREWS SHALL HAVE APPROPRIATE LENGTH TO PROTRUDE THREE THREADS PAST THE BACK SIDE OF THE SUPPORTING MEMBER. 4. SCREWS ATTACHING TO HOT-ROLLED STEEL SHAPES THICKER THAN 1/4" SHALL HAVE MINIMUM 24 THREADS PER INCH (TPI). CONCRETEE3O;<ANC+ORE'RE,N)ORCE0ENT T+REA'E'RO'S 1. SPECIAL INSPECTION IS REQUIRED. 2. MATERIALS: (ICC ESR 3814) EPOXY ADHESIVE………………HILTI…………..HIT RE-500 V3 3. INSTALLATION OF REINFORCEMENT AND THREADED RODS: A. SHALL BE IN ACCORDANCE WITH ICC ESR 3814. B. USE CARBIDE-TIPPED DRILL BITS CONFORMING TO ANSI B212.15. C. CLEAN HOLES OF DUST AND DEBRIS USING OIL-FREE COMPRESSED AIR AND A STEEL WIRE BRUSH FOR STANDARD EQUIPMENT AND ANCHORS. 4. DO NOT INSTALL REINFORCEMENT OR ANCHORS IN CONCRETE THAT IS LESS THAN 21 DAYS OLD. 5. ANCHORS SHALL BE USED ONLY WHERE SPECIFICALLY INDICATED ON PLANS AND DETAILS. S+OT3,NS3O:'ER'R,9EN)ASTENERS 1. MATERIALS: SHOTPINS…………………… HILTI 'X-U' (U.O.N.) ICC-ESR-2269 SHANK DIAMETER………….0.157 INCHES 2. INSTALLATION INTO MASONRY EMBED (IN) EDGE MIN (IN) SPACING MIN (IN) PER DETAIL 4 SEE NOTE 8 3. INSTALLATION INTO CONCRETE EMBED (IN) EDGE MIN (IN) SPACING MIN (IN) PER DETAIL 3 4 4. INSTALLATION INTO STEEL EMBED (IN) EDGE MIN (IN) SPACING MIN (IN) SEE NOTE 5 1/2 1 5. FASTENERS SHALL BE DRIVEN TO A PENETRATION WHERE THE SHANK PIERCES THROUGH STEEL BASE MATERIAL, UNLESS USING 3/4 INCH OR GREATER STEEL THICKNESS PROVIDE 1/2 INCH PENETRATION. 6. QUALIFICATION FOR USE OF ALL POWDER ACTUATED TOOLS SHALL MEET ANSI A10.3 STANDARD AS REQUIRED BY THE MANUFACTURER AND SHALL MEET OSHA REQUIREMENTS. 7. WHEN INSTALLING SHOTPINS, USE CARE AND CAUTION TO AVOID CUTTING OR DAMAGING REINFORCING BARS. MAINTAIN A MINIMUM CLEARANCE OF ONE INCH BETWEEN THE SHOTPIN AND THE REINFORCING BAR. 8. NO MORE THAN ONE FASTENER MAY BE INSTALLED IN AN INDIVIDUAL CMU CELL AND BE LOCATED A MINIMUM OF 1" FROM MORTAR JOINTS.. 9. FASTENERS ARE TO BE DRIVEN INTO THE CONCRETE AND MASONRY AFTER THE CONCRETE OR MORTAR AND GROUT ATTAIN THEIR SPECIFIED STRENGTH. 10. CONCRETE THICKNESS MUST BE A MINIMUM OF 3 TIMES THE EMBEDMENT DEPTH OF THE FASTENER. 11. FASTENERS SHALL NOT BE USED FOR ATTACHMENT OF PRESERVATIVE-TREATED OR FIRE-RETARDANT- TREATED LUMBER. CONCRETEE;3ANS,ONANC+ORS 1. SPECIAL INSPECTION IS REQUIRED. 2. MATERIALS: (ICC ESR 4266) HILTI ANCHORS…….. ICC ESR 4266……………….....KWIK-BOLT TZ2 3. INSTALLATION: ANCHOR DIA. ANCHOR TORQUE ANCHOR TORQUE MIN EMBED(8) NOMINAL EMBED (CARBON STL) (STAINLESS STL.) 1/4" 4 ft-lb 6 ft-lb 1 1/2" 1 3/4" 3/8" 30 ft-lb 30 ft-lb 1 1/2" 1 7/8" 1/2" 50 ft-lb 40 ft-lb 2" 2 1/2" 5/8" 40 ft-lb 60 ft-lb 2 3/4" 3 1/4" 3/4" 110 ft-lb 125 ft-lb 3 1/4" 4" A. SHALL BE IN ACCORDANCE WITH ICC ESR 4266. B. USE CARBIDE-TIPPED DRILL BITS CONFORMING TO ANSI B212.15. DRILL BIT SIZE IS EQUAL TO ANCHOR DIAMETER. C. CLEAN HOLES OF DUST AND DEBRIS USING OIL-FREE COMPRESSED AIR AND A STEEL WIRE BRUSH. HOLE DEPTH TO EXCEED EMBEDMENT DEPTH BY TWO ANCHOR DIAMETERS. 4. CONCRETE SHALL ATTAIN THE MINIMUM DESIGN STRENGTH PRIOR TO INSTALLATION. 5. PROVIDE STAINLESS STEEL ANCHORS OR MECHANICALLY GALVANIZED ANCHORS (PER ASTM B-695) WHERE ANCHORS ARE USED IN EXTERIOR CONDITIONS. 6. TESTS AND INSPECTIONS SHALL MEET THE REQUIREMENTS OF CBC 1910.5. 7. ANCHORS SHALL BE USED ONLY WHERE SPECIFICALLY INDICATED ON PLANS AND DETAILS. 8. EMBEDMENT REFERS TO FINAL INSTALLED EFFECTIVE DEPTH "Hef" AS DEFINED IN THE PRODUCT REPORT. REQUIRED ANCHOR HOLE DEPTH MAY BE DEEPER. 9. EMBEDMENTS SPECIFIED ON PLANS AND DETAILS ARE NOMINAL EMBEDMENTS (U.O.N.) CONCRETESCRE:ANC+ORS 1. SPECIAL INSPECTION IS REQUIRED. 2. MATERIALS: (ICC ESR 3027) SCREW ANCHORS…………….HILTI……………….KWIK HUS-EZ 3. INSTALLATION: ANCHOR DIA. MAX. INSTALLATION TORQUE (FT LB) 1/4 18 3/8" 40 1/2" 45 5/8" 85 3/4" 95 A. SHALL BE IN ACCORDANCE WITH ICC ESR 3027. B. USE CARBIDE-TIPPED DRILL BITS CONFORMING TO ANSI B212.15. DRILL BIT SIZE IS EQUAL TO ANCHOR DIAMETER. C. CLEAN HOLES OF DUST AND DEBRIS USING OIL-FREE COMPRESSED AIR AND A STEEL WIRE BRUSH. D. MINIMUM CONCRETE EDGE DISTANCE SHALL BE 1 3/4". 4. THE CONCRETE MUST HAVE ATTAINED ITS MINIMUM DESIGN STRENGTH PRIOR TO INSTALLATION. 5. USE OF ANCHORS IS LIMITED TO DRY, INTERIOR CONDITIONS. 6. ANCHORS SHALL BE USED ONLY WHERE SPECIFICALLY INDICATED ON PLANS AND DETAILS. DESIGN

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PROJECT NUMBER: SHEET TITLE:NOT FOR CONSTRUCTION PROJECT: 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 | www.coargroup.com DESCRIPTION: DATE: 50% DESIGN DEVELOPMENT 4/28/2025 24068.00 EMBELLECE EL CENTRO TOWN SQUARE CITY OF EL CENTRO 679 MAIN STREET, EL CENTRO, CA 92243 S1.2 STRUCTURAL NOTES4341 RE* , STERE'
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N
' . R O + < EXP. 12-31-25 WISEMAN S T R U C T U R A L E N G I N E E R S ROHY

10,RA0ESA%L9'.STE2 SAN',E*OCA
211 ..1 :::.:REN*,NEERS.CO0 TYPE CONTINUOUS SPECIAL INSPECTION PERIODIC SPECIAL INSPECTION REFERENCED STANDARD IBC REFERENCE 12. INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED. --- X ACI 318: 26.11.1.1 --- 11. VERIFY IN-SITU CONCRETE STRENGTH, PRIOR TO STRESSING OF TENDONS IN POST-TENSIONED CONCRETE AND PRIOR TO REMOVAL OF SHORES AND FORMS FROM BEAMS AND STRUCTURAL SLABS . --- X ACI 318: 26.10.2 --- 10. INSPECT ERECTION OF PRECAST CONCRETE MEMBERS. --- X ACI 318: CH. 26.9 --- ACI 318: 26.10.1 --- ACI 318: 26.10.1 (g) --- X X 8. VERIFY MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES. --- X ACI 318: 26.5.3 1908.9 7. INSPECT CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES. X --- ACI 318: 26.5.2 1908.6 1908.7 1908.8 6. PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE CONCRETE. 1908.10 ASTM C 172 ASTM C 31 ACI 318: 26.5.3, 26.12 X --- 5. VERIFYING USE OF REQUIRED DESIGN MIX. --- X ACI 318: CH. 19, 26.4.3, 26.4.4 1904.1, 1904.2, 1908.2, 1908.3 4. INSPECT ANCHORS POST-INSTALLED IN HARDENED CONCRETE MEMBER. A. ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR UPWARDLY INCLINED ORIENTATIONS TO RESIST SUSTAINED TENSION LOADS. B. MECHANICAL ANCHORS AND ADHESIVE ANCHORS NOT DEFINED IN 4.A. X ACI 318: 26.13.3.2 (e) --- 3. INSPECT ANCHORS CAST IN CONCRETE. --- X ACI 318: 26.13.3.3 --- 2. REINFORCING BAR WELDING: A. VERIFY WELDABILITY OF REINFORCING BARS OTHER THAN ASTM A706; B. INSPECT SINGLE-PASS FILLET-WELDS, MAXIMUM 5/16" AND C. INSPECT ALL OTHER WELDS. --- AWS D1.4 ACI 318: 26.5.2 --- X 1. INSPECT REINFORCEMENT, INCLUDING PRESTRESSING TENDONS, AND VERIFY PLACEMENT. --- X ACI 318 CH. 20, 25.2, 25.3, 26.13.3.2 1908.4 X
X
X ACI 318: 26.13.3.3 9. INSPECT PRESTRESSED CONCRETE FOR: A. APPLICATION OF PRE-STRESSING FORCES AND B. GROUTING OF BONDED PRESTRESSING TENDONS. --- a. WHERE APPLICABLE, SEE ALSO SECTION 1705.12, SPECIAL INSPECTION FOR SEISMIC RESISTANCE. b. SPECIFIC REQUIREMENTS FOR SPECIAL INSPECTION SHALL BE INCLUDED IN THE RESEARCH REPORT FOR THE ANCHOR ISSUED BY AN APPROVED SOURCE IN ACCORDANCE WITH 26.13 IN ACI 318, OR OTHER QUALIFICATION PROCEDURES. WHERE SPECIFIC REQUIREMENTS ARE NOT PROVIDED, SPECIAL INSPECTION REQUIREMENTS SHALL BE SPECIFIED BY THE REGISTERED DESIGN PROFESSIONAL AND SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO COMMENCEMENT OF THE WORK. TA%LE1. 222C%C221,%C
RE4U,RE'9ER,),CAT,ONAN',NS3ECT,ONO)CONCRETECONSTRUCT,ON 1. IN-PLANT REVIEW INSPECTION OF FABRICATION/QUALITY CONTROL IN ACCORDANCE WITH SECTION 1704.2.5. (EXCEPTION: WHERE FABRICATOR IS APPROVED IN ACCORDANCE WITH SECTION 1704.2.5.1.) --- X TYPE CONTINUOUS DURING TASK LISTED PERIODICALLY DURING TASK LISTED SECT,ON1.2. 222C%C221,%C
RE4U,RE'9ER,),CAT,ONAN',NS3ECT,ONO))A%R,CAT,ON 1. SHOP/FIELD INSPECTION IS REQUIRED FOR WELDING AND SCREW ATTACHMENTS OF THE MAIN LATERAL FORCE RESISTING SYSTEM, INCLUDING SHEARWALLS, BRACES, DIAPHRAGMS, COLLECTORS AND HOLDOWNS.
(FOR SEISMIC RESISTANCE PER SECTION 1705.11.2)(FOR WIND RESISTANCE PER SECTION 1705.12.3 --- X (EXC.: WHERE FASTENER SPACING OF SHT'G IS MORE THAN 4") (CBC SECTION 1705.11.2) TYPE CONTINUOUS DURING TASK LISTED PERIODICALLY DURING TASK LISTED C+A3TER1 222C%C221,%C
RE4U,RE'9ER,),CAT,ONAN',NS3ECT,ONO)COL')OR0E'STEEL 1. REQUIRED VERIFICATION AND INSPECTIONS OF PRE-FABRICATED WOOD STRUCTURAL ELEMENTS AND THEIR ASSEMBLIES SHALL BE IN ACCORCANCE WITH CBC SECTION 1704.2.5 --- X TYPE CONTINUOUS DURING TASK LISTED PERIODICALLY DURING TASK LISTED 2. HIGH LOAD DIAPHRAGMS SHALL BE FIELD INSPECTED IN ACCORDANCE WITH IBC SECTION 1705.5.1. VERIFY SHEATHING GRADE AND THICKNESS, NOMINAL SIZE OF FRAMING AT ADJOINING PANEL EDGES, NAIL OR STAPLEDIAMETER, LENGTH, AND SPACING AT PANEL EDGES AND DIAPHRAGM EDGES AGREES WITH THE APPROVED CONSTRUCTION DOCUMENTS. --- X 3. METAL PLATE CONNECTED WOOD TRUSSES SPANNING 60 FEET OR GREATER SHALL BE FIELD INSPECTED IN ACCORDANCE WITH CBC SECTION 1705.5.2 TO VERIFY THAT THE TEMPORARY INSTALLATION RESTRAINT/BRACING AND THE PERMANENT INDIVIDUAL TRUSS MEMBER RESTRAINT/ BRACING ARE INSTALLED IN ACCORDANCE WITH THE APPROVED TRUSS SUBMITTAL PACKAGE. --- X 4. FIELD INSPECTION IS REQUIRED FOR NAILING, BOLTING, ANCHORING AND FASTENING OF COMPONENTS WITH THE MAIN LATERAL FORCE RESISTING SYSTEM, INCLUDING

WOOD SHEAR WALLS, WOOD DIAPHRAGMS, DRAG STRUTS,

BRACES, SHEAR PANELS AND HOLD-DOWNS'
(FOR WIND RESISTANCE PER SECTION 1705.11.1)(FOR SEISMIC RESISTANCE PER SECTION 1705.12.2) --- (EXCEPT WHERE FASTENER SPACING OF SHT'G IS MORE THAN 4") X 5. FIELD INSPECTION REQUIRED TO VERIFY USE OF PROPER BOLTS FOR TOP PLATE SPLICES. SEE TYPICAL TOP PLATE SPLICE DETAIL. --- X C+A3TER1 222C%C221,%C
RE4U,RE'9ER,),CAT,ONAN',NS3ECT,ONO):OO'CONSTRUCT,ON 1. MATERIAL IDENTIFICATION AND TESTING OF HIGH STRENGTH BOLTS, NUTS AND WASHERS: A. IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS. B. MANUFACTURE'S CERTIFICATE OF COMPLIANCE REQUIRED. RCSC: 1.5, AISC 360: A3.3, J3.1 AND APPLICABLE ASTM MATERIAL STD'S --- X --- X --- TYPE CONTINUOUS SPECIAL INSPECTION PERIODIC SPECIAL INSPECTION REFERENCED STANDARD CBC REFERENCE 2. INSPECTION OF HIGH -STRENGTH BOLTING: A. SNUG-TIGHT JOINTS. B. PRETENSIONED AND SLIP-CRITICAL JOINTS USING TURN-OF-NUT WITH MATCHMARKING, TWIST-OFF BOLT OR DIRECT TENSION INDICATOR METHODS OF INSTALLATION. C. PRETENSIONED AND SLIP-CRITICAL JOINTS USING TURN-OF-NUT WITHOUT MATCHMARKING OR CALIBRATED WRENCH METHODS OF INSTALLATION. --- X --- X X --- 3. MATERIAL IDENTIFICATION AND TESTING OF STRUCTURAL STEEL AND COLD-FORMED STEEL DECK: A. FOR STRUCTURAL STEEL, IDENTIFICATION MARKINGS TO CONFORM TO AISC 360. B. FOR OTHER STEEL, IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS. C. MANUFACTUR'S CERTIFIED TEST REPORTS. --- X AISC 360: A3.1 --- X APPLICABLE ASTM MATERIAL STD'S --- X 4. MATERIAL IDENTIFICATION OF WELDING CONSUMABLES AND TESTING OF WELDED ELEMENTS: A. IDENTIFICATION MARKINGS TO CONFORM TO AWS SPECIFICATION IN THE APPROVED CONSTRUCTION DOCUMENTS. B. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED. AISC 360, A3.5 & N3.2 & APPLICABLE AWS A5 DOCUMENTS --- X --- X --- --- 5. INSPECTION OF WELDING: A. STRUCTURAL STEEL AND COLD-FORMED STEEL DECK: 1) COMPLETE AND PARTIAL JOINT PENETRATION GROOVE WELDS. 2) MULTIPASS FILLET WELDS. 3) SINGLE PASS FILLET WELDS > 5/16" 4) PLUG AND SLOT WELDS. 5) SINGLE-PASS FILLET WELDS < 5/16" 6) FLOOR AND ROOF DECK WELDS. --- X --- XX --- X --- X --- X --- AISC 360: J2, M2.4, & M4.5, AWS D1.1 AWSD1.8 1705.2.1, 1705A.2.5 AWS D1.3, SDI QA/QC B. REINFORCING STEEL: 1) VERIFICATION OF WELDABILITY OF REINFORCING STEEL OTHER THAN ASTM A706. 2) REINFORCING STEEL RESISTING FLEXURAL AND AXIAL FORCES IN INTERMEDIATE AND SPECIAL MOMENT FRAMES, AND BOUNDARY ELEMENTS OF SPECIAL STRUCTURAL WALLS OF CONCRETE AND SHEAR REINFORCEMENT. 3) SHEAR REINFORCEMENT. 4) OTHER REINFORCING STEEL. --- X --- X X ---X --- AWS D1.4 ACI 318:18.2.8, 25.5.7.2, 26.6.4.1 6. INSPECTION OF STEEL FRAME JOINT DETAILS FOR COMPLIANCE: A. DETAILS SUCH AS BRACING AND STIFFENING. B. MEMBER LOCATIONS. C. APPLICATION OF JOINT DETAILS AT EACH CONNECTION. --- X --- X --- X FOR SI: 1 INCH = 25.4 MM. a. WHERE APPLICABLE. SEE SECTION 1705A.12, SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE.

TA%LE1A.2.1
222C%C221,%C
RE4U,RE'9ER,),CAT,ONAN',NS3ECT,ONO)STEELCONSTRUCT,ON RCSC: 1.5 & 2.1; AISC 360: A3.3 & N3.2 2202A.1, [DSA-SS/CC] 2202.1 RCSC: 7.2, APPLICABLE ASTM MATERIAL STD'S --- --- C. TESTING OF HIGH-STRENGTH BOLTS, NUTS AND WASHERS. 2213A.1, [DSA-SS/CC] 2212.6.1 RCSC: 7.9, AISC 360:

J3.1, J3.2, M2.5 & N5.6 1705A.2.6, 2204A.2, [DSA-SS/CC] 2204.2 D. TESTING OF UNIDENTIFIED STEEL. --- --- APPLICABLE ASTM MATERIAL STD'S 2202A.1, [DSA-SS/CC] 2202.1 2202A.1, [DSA-SS/CC] 2202.1 AISC 360: A3.1 & N3.2 --- 2202A.1, [DSA-SS/CC] 2202.1 C. NONDESTRUCTIVE TESTING OF WELDED JOINTS. --- --- AISC 360: N3.2 AISC 360: N5.5 1705A.2.1, 1705A.2.2 1705A.2.5 7) END-WELDED STUDS. --- X AWS D1.1 1705A.2.5, 2213A.2, [DSA-SS/CC] 2212.6.2 8) WELDED SHEET STEEL FOR COLD-FORMED FRAMING MEMBERS. --- X AWS D1.3 1705A.2.5, 1705A.2.4.1 --- 1705.3.1, 1903A.8 5) TESTS OF REINFORCING BARS. --- --- --- 1910A.2, [DSA-SS/CC] 1909.2.4 AISC 360: N5.8 1705A.2.1 a 1. VERIFY MATERIALS BELOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY. --- X TYPE CONTINUOUS DURING TASK LISTED PERIODICALLY DURING TASK LISTED 2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL. --- X 3. PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS. --- X 5. PRIOR TO PLACEMENT OF COMPACTED FILL, OBSERVE SUBGRADE AND VERIFY THE SITE HAS BEEN PREPARED PROPERLY . --- X 4. VERIFY USE OF PROPER MATERIALS, DENSITIES, AND LIFT THICKNESSES DURING PLACEMENT AND COMPACTION OF COMPACTED FILL X --- TA%LE1. 222C%C221,%C
RE4U,RE'9ER,),CAT,ONAN',NS3ECT,ONO)SO,LSCONSTRUCT,ON VERIFICATION AND INSPECTION TASK CONTINUOUS DURING TASK LISTED PERIODICALLY DURING TASK LISTED 1. FIELD INSPECTION OF INSTALLATION OF ANCHORS TO MEET MANUFACTURER REQUIREMENTS. X --- RE4U,RE'9ER,),CAT,ONAN',NS3ECT,ONO)A'+ES,9E E3O;<
ORE;3ANS,ONANC+ORS,NCONCRETEAN'0ASONR< A.B. ANCHOR BOLT ABV. ABOVE ADD'L. ADDITIONAL ADJ. ADJACENT ALT. ALTERNATE ARCH. ARCHITECT ARCH'L. ARCHITECTURAL BLW. BELOW B.F. BRACED FRAME BLDG. BUILDING BLK. BLOCK BLKG. BLOCKING BM. BEAM B.N. BOUNDARY NAILING B.O.F. BOTTOM OF FOOTING BR. BRACE BRDG BRIDGE(ING) BRG. BEARING (B) BOTTOM BTWN. BETWEEN C. CAMBER(ED) CANT. CANTILEVERED C.F. CUBIC FEET(FOOT) CFS COLD-FORMED STEEL C.G. CENTER OF GRAVITY C.I.P. CAST IN PLACE C.J. CONSTRUCTION JOINT C.L. CENTER LINE CLG. CEILING CLR. CLEAR CMU CONC. MASONRY UNIT COL. COLUMN CONC. CONCRETE CONN. CONNECTION CONSTR. CONSTRUCTION CONT. CONTINUOUS CTSK COUNTERSINK CTR CENTER(ED) C.Y. CUBIC YARD d PENNY(NAILS) DBL. DOUBLE D.F. DOUGLAS FIR DIA. DIAMETER DIAG DIAGONAL DIAPH. DIAPHRAGM DIM. DIMENSION DN. DOWN DP (D) DEEP(DEPTH) DWG. DRAWING(S) DWL. DOWEL(S) E.F. EACH FACE E.J. EXPANSION JOINT ELEV. ELEVATION ELEC. ELECTRICAL EMBED. EMBEDMENT E.N. EDGE NAIL ENG. ENGINEER E.O.D. EDGE OF DECK E.O.S. EDGE OF SLAB EQ. EQUAL EQPT. EQUIPMENT E.S. EDGE SCREW E.W. EACH WAY EXP. EXPANSION EXIST EXISTING (E) EXISTING EXT. EXTERIOR FAB. FABRICATION FDN. FOUNDATION FIN. FINISH(ED) F.F. FINISH FLOOR FLG. FLANGE FLR. FLOOR F.N. FIELD (FACE) NAIL F.O.C. FACE OF CONCRETE F.O.M. FACE OF MASONRY F.O.S. FACE OF STUD F.O.W. FACE OF WALL FRM. FRAME FRMG FRAMING F.S. FAR SIDE FT.(') FOOT (FEET) FTDF FIRE-RETARDANT TREATED DOUGLAS FIR FTG. FOOTING GA. GAUGE GALV. GALVANIZED G.B. GRADE BEAM GLB GLUED LAMINATED BEAM GR. GRADE GYP. GYPSUM WALLBOARD HD HOLD DOWN HDR. HEADER HGR. HANGER HORIZ. HORIZONTAL (H) HORIZONTAL HSB HIGH STRENGTH BOLT HSS HOLLOW STRUCTURAL SECTION HT. HEIGHT I.D. INSIDE DIAMETER I.E. INVERT ELEVATION I.F. INSIDE FACE IN.(") INCH(S) INT. INTERIOR JST. JOIST JT. JOINT K KIPS(1000) LAT. LATERAL LB(#) POUNDS LDGR. LEDGER L.F. LINEAL FEET(FOOT) LONG. LONGITUDINAL LGTH. LENGTH LLH LONG LEG HORIZ. LLV LONG LEG VERT. LT. WT. LIGHT WEIGHT L.S. LAG SCREW MAS. MASONRY MAT'L. MATERIAL MAX. MAXIMUM M.B. MACHINE BOLT MECH. MECHANICAL MEZZ. MEZZANINE MFR. MANUFACTURER MISC. MISCELLANEOUS MTL. METAL (N) NEW NO.(#) NUMBER N.S. NEAR SIDE N.T.S. NOT TO SCALE NWT. NORMAL WEIGHT O.C. ON CENTER O.D. OUTSIDE DIAMETER O.F. OUTSIDE FACE O.H. OPPOSITE HAND OPNG OPENING ORNT. ORIENTATE(ION) O.W.J. OPEN WEB JOISTS O.W..J. OPEN WEB STEEL JOISTS PAR. (//) PARALLEL P/C PRECAST CONCRETE PERP. PERPENDICULAR PL. PLATE PNL. PANEL P.S.F. POUNDS PER SQUARE FOOT P.S.I. POUNDS PER SQUARE INCH P.T. PRESSURE TREATED P.T.D.F. PRESSURE TREATED DOUGLAS FIR P/T POSTTENSIONED P/S PRE-STRESSED QTY. QUANTITY RAD. (R) RADIUS REF. REFERENCE REINF. REINFORCEMENT(ING) REQ'D. REQUIRED M.F. MOMENT FRAME R.O. ROUGH OPENING SCH. SCHEDULE SHR. SHEAR SHT. SHEET SHTG. SHEATHING SIM. SIMILAR SKW. SKEW(ED) SMS SHEET METAL SCREWS SPEC. SPECIFICATION(S) SQ. SQUARE SS SELECT STRUCTURAL STD. STANDARD STG. STRONG STGR. STAGGER(ED) STIFF. STIFFENER(S) STIR. STIRRUP(S) STL. STEEL STRUC. STRUCTURAL STS SELF-DRILLING (SELF-TAPPING) SCREWS SUSP SUSPENDED SYM. SYMMETRICAL T & B TOP AND BOTTOM TEMP. TEMPERATURE T & G TONGUE AND GROOVE THK. THICK(NESS) THRD. THREADED TEMP. TEMPORARY T.N. TOE NAIL T.O.C. TOP OF CONCRETE T.O.F. TOP OF FOOTING T.O.P. TOP OF PARAPET T.O.S. TOP OF SHEATHING T.S. TOP OF STEEL T.O.W. TOP OF WALL TRANS. TRANSVERSE TYP. TYPICAL U.O.N. UNLESS OTHERWISE NOTED VERT. (V) VERTICAL VIF VERIFY IN FIELD W/ WITH WD. WOOD W.F. WIDE FLANGE W.P. WORK POINT WPJ WEAKENED PLANE JOINT W.S. WOOD SCREW(S) WT. WEIGHT WWF WELDED WIRE FABRIC X-STG EXTRA STRONG XX-STG DOUBLE EXTRA STRONG A%%RE9,AT,ONS DESIGN

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1 2 3 4 5 6 7 8 9 11 12 PROJECT NUMBER: SHEET TITLE:NOT FOR CONSTRUCTION PROJECT: 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 | www.coargroup.com DESCRIPTION: DATE: 50% DESIGN DEVELOPMENT 4/28/2025 24068.00 EMBELLECE EL CENTRO TOWN SQUARE CITY OF EL CENTRO 679 MAIN STREET, EL CENTRO, CA 92243 S1.3 TYPICAL DETAILS 4341 REG I STERED PROFESS I ONA L ENG I NEER STA T E OF CA L I FORN I A S T R U C T U R A L S T E V E N D . R O H Y EXP. 12-31-25 WISEMAN S T R U C T U R A L E N G I N E E R S ROHY 9915 MIRA MESA BLVD. STE 200 SAN DIEGO, CA 92131 858.536.5166 WWW.WRENGINEERS.COM TYP. TRENCH SLAB INFILL SAWCUT (E) SLAB (E) CONC. SLAB ON GRADE #4 @ 18" CONT. (2 MIN.) #4 DOWEL @ 18" (STGRD.) SET IN EPOXY ADHESIVE PER GENERAL NOTES @ CENTER OF SLAB 3" EMBED. TYP. (NO PULL TESTING REQ'D) (E) CONC. SLAB ON GRADE #4 CONT. @ 18" EA. WAY DRILL & EPOXY INTO ADJ. (E) SLAB WHERE OCCURS. 3" EMBED. TYP. TYP. SLAB INFILL (NO PULL TESTING REQ'D) LAP PER 20 S1.3 2'-0" MIN. INSTALL VAPOR BARRIER PER ARCH'L & LAP W/ EXISTING IF OCCURS INSTALL VAPOR BARRIER PER ARCH'L & LAP W/ EXISTING IF OCCURS NOTES: 1. LAP SPLICE LENGTHS FOR GRADE 60 REINFORCING BAR. 2. LAP SPLICE LENGTHS FOR NORMAL WEIGHT CONCRETE 3. LAP SPLICE LENGTHS FOR CLASS B LAPS = 1.3 ld. 4. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12 INCHES OF CONCRETE CAST BELOW THE BARS. 5. LAP SPLICE LENGTHS ARE BASED ON THE TYPE OF STRUCTURAL ELEMENT AS FOLLOWS: BEAMS OR COLUMNS: COVER AT LEAST 1.0db AND CENTER TO CENTER SPACING AT LEAST 2.0db. ALL OTHERS: COVER AT LEAST 1.0db AND CENTER TO CENTER SPACING AT LEAST 3.0db. #3 28 22 #4 37 29 #5 47 38 #6 56 43 BAR SIZE #7 81 63 #8 93 72 #9 105 81 #10 118 91 #11 131 101 f'c=3000 PSI TOP BARS (IN.) OTHER BARS (IN.) 24 19 32 25 40 31 48 37 70 54 80 62 91 70 102 79 113 87 f'c=4000 PSI TOP BARS (IN.) OTHER BARS (IN.) REBAR LAP SCHEDULE (CONCRETE) STIRRUPS, TIES, HOOPS & CROSS-TIES INDICATES 135DEG BEND IN PLANE OF DRAWING (MIN)
(MIN) (MIN) NOTE: ALL DIMENSIONS GIVEN ARE IN INCHES. b b REINFORCING BAR BENDS & HOOKS INDICATES 180DEG BEND IN PLANE OF DRAWING INDICATES 135DEG OR 180DEG BEND PERPENDICULAR TO PLANE OF DRAWING INDICATES OFFSET IN PLANE OF DRAWING PLANE OF DRAWING INDICATES 90DEG BEND PERPENDICULAR TO INDICATES 90DEG BEND IN PLANE OF DRAWING LEGEND FOR REINF. BENDS (NOT SHOWN TO SCALE) 180° HOOK 135° HOOK 90° HOOK d b d d D L D L L D (1) USE 3 3/4" IN CONC. BLK. CONSTRUCTION (1) ------ 12 10 1/2 9444 6 5 1/4 4 1/2 444 6 5 1/4 4 1/2 2 1/2 2 1 1/2 2721 17 15 1/4 13 1/2 12 10 1/2 9 7 1/2 6 - 4 1/2 97 5 3/4 5 1/4 4 1/2 4 3 1/2 3 2 1/2 2 1/2 2 1/2 24 18 1/4 12 10 3/4 9 1/2 6 5 1/4 4 1/2 3 3/4 3 2 1/4 #8#7#6#5#4#3#18 #14#11 #10#9#8#7#6#5#4#3STIRRUPS, TIES, HOOPS & CROSS-TIES BARS OTHER THAN "L" 90DEG "L" 135DEG "L" 180DEG "D" SIZE BAR ---------- BEAM STIRRUP OR HOOP COLUMN TIE OR HOOP CAP BAR (WHERE OCCURS) 135 DEG HOOK ALL HOOKS & BENDS AROUND LG. REINF CONTINUOUS CLOSED TIE CROSS TIE (WHERE OCCURS) 90 DEG HOOK ONE END ONLY (ALTERNATE ENDS) 135 DEG HOOK 135 DEG HOOK 135 DEG HOOK AROUND LG. REINF ALL HOOKS & BENDS TYP. STIRRUP, TIE, HOOP OR CROSS-TIE NOTE: ALL HOOKS AND BENDS SHALL BE IN ACCORDANCE WITH REINFORCING BAR BENDS DETAIL ON THIS SHEET. 90DEG HOOK ONE END ONLY (ALTERNATE ENDS AT INTERIOR BEAMS - LOCATE ON SLAB SIDE OF EDGE BEAMS) TYP. SILL TRACK BOLTING MIN. 2 BOLTS IN EA. SILL SECTION WHERE SILL PLATE IS DRILLED OR NOTCHED MORE THAN 1/3 OF THE PLATE WIDTH, INSTALL ONE BOLT EACH SIDE OF NOTCH 5/8" DIA A.B. @ 48" TYPICAL, SEE SHEARWALL SCHEDULE FOR OTHER SPACINGS AT SHEARWALLS 8" 4" 4" 4" 4" 10" TO
CONC. EDGE
10" TO
CONC. EDGE EQ. EQ. WASHER, TYP. CONC. SURFACE AS OCCUR LT. GA. STUDS #10 SCREW EA. SIDE TYP. EXT. STUD TO SLAB DETAIL 7" 3" MIN. 5/8" DIA. F1554 GR36 ANCHOR BOLT @ 48" O.C. MAX. (8" FROM ENDS) (PROVIDE TIGHTER SPACING AS REQ'D @ SHEARWALLS) CONT. TRACK (GA. TO MATCH STUDS, OR PER SHEARWALL SCH.) CURB AS OCCURS DESIGN

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PROJECT NUMBER: SHEET TITLE:NOT FOR CONSTRUCTION PROJECT: 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 | www.coargroup.com DESCRIPTION: DATE: 50% DESIGN DEVELOPMENT 4/28/2025 24068.00 EMBELLECE EL CENTRO TOWN SQUARE CITY OF EL CENTRO 679 MAIN STREET, EL CENTRO, CA 92243 S1.4 TYPICAL DETAILS 4341 5E* I STE5ED P52)ESS I 21A L E1* I 1EE5 STA T E 2) CA L I )251 I A S T 5 8 C T 8 5 A L S T E 9 E 1 D . 5 2 + Y EXP. 12-31-25 WISEMAN S T R U C T U R A L E N G I N E E R S ROHY

1 0I5A 0ESA %L9D. STE SA1 DIE*2 CA
11 ..1 :::.:5E1*I1EE5S.C20 1 4
1 11 1 %25I1* 2) :22D ST8DS NOTE: 1. LARGER HOLES MUST BE APPROVED BY THE STRUCTURAL ENGINEER.d=STUD WIDTH MIN. SPACING = 4x
BORE HOLE DIA. BORED HOLE = d/3 MAX. CL BORED HOLE = CL STUD 2d
MIN. L2 L1
D2
D1 1. DRILL HOLE 60-75% OF D1 FOR DISTANCE OF L1 2. DRILL HOLE OF DIAMETER D2 FOR DISTANCE OF L2 3. RETIGHTEN SCREWS BEFORE FINAL CLOSING IN. TYP. LA* SC5E: I1STALLATI21 P52CED85E I1STALLATI21 SE48E1CE WOOD STUDS (AS OCCURS) TYP. :22D ST8D %AC.I1* DETAIL 4x BLK'G. W/ 'A34' T&B W/ 8-8d NAILS (TYP.) TA%LE 12. 4.1. )ASTE1I1* NOTES: CONNECTION 22. JOISTS TO SILL TOP PLATE OR GIRDER, TOENAIL 27. BRIDGING TO JOIST, TOENAIL EACH END 24. 1" x 6" SUBFLOOR OR LESS TO EACH JOIST, FACE NAIL 25. 2" SUBFLOOR TO JOIST OR GIRDER, BLIND AND FACE NAIL 14. SOLE PLATE TO JOIST OR BLOCKING, TYPICAL FACE NAIL 15. SOLE PLATE TO JOIST RIM JOIST OR BLOCKING, AT BRACED WALL PANELS 16. TOP PLATE TO STUD, END NAIL 17. STUD TO SOLE PLATE 8. DOUBLE STUDS, FACE NAIL 12. DOUBLED TOP PLATES, TYPICAL FACE NAIL 13. DOUBLE TOP PLATES, LAP SPLICE (24" MIN. LAP) 1. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE, TOENAIL EA. END 23. RIM JOIST OR BLOCKING TO TOP PLATE, TOENAIL 18. TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL 10. CONTINUOUS HEADER, TWO PIECES OF 2x, FACE NAIL. 4. CEILING JOISTS TO TOP PLATE, TOENAIL 11. CONTINUOUS HEADER TO STUD, TOENAIL 5. CEILING JOISTS, LAP OVER PARTITIONS, FACE NAIL (NOT ATTACHED TO PARALLEL RAFTERS) 6. CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL 7. RAFTER TO TOP PLATE, TOENAIL 19. 1" BRACE TO EACH STUD AND PLATE, FACE NAIL 20. 1" x 6" SHEATHING TO EACH BEARING, FACE NAIL 21. 1" x 8" & WIDER SHEATHING TO EACH BEARING, FACE NAIL 9. BUILT-UP CORNER STUDS FASTENING (a) 3-8d 2-8d 2-8d 2-16d 16d AT 16" O.C. 2-16d PER 16" 2-16d 4-8d, TOE NAIL OR 2-16d, END NAIL 16d AT 24" O.C. 16d AT 16" O.C. 8-16d 3-8d 8d AT 6" O.C. 2-16d 16d @ 16" ALONG EACH EDGE 3-8d 4-8d 3-16d PER TABLE 2308.7.3.1 2-8d 2-8d 3-8d 16d AT 16" O.C. (U.O.N.) 3-8d (1 ON ONE SIDE/ 2 ON OPPOSITE SIDE) a. COMMON NAILS SHALL BE USED. 8d COMMON NAILS TO BE 2 1/2x0.131" 16d COMMON NAILS TO BE 3 1/2x0.162" 2. BLOCKING BETWEEN RAFTERS NOT AT TOP PLATE, TOENAIL EA. END 2-8d 3. FLAT BLOCKING TO TRUSS AND WEB FILLER, FACE NAIL 16d AT 6" O.C. 26. JOIST TO RIM JOIST, END NAIL 3-16d DESIGN

Page 355 of 380 ends

PROJECT NUMBER: SHEET TITLE:NOT FOR CONSTRUCTION PROJECT: 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 | www.coargroup.com DESCRIPTION: DATE: 50% DESIGN DEVELOPMENT 4/28/2025 24068.00 EMBELLECE EL CENTRO TOWN SQUARE CITY OF EL CENTRO 679 MAIN STREET, EL CENTRO, CA 92243 S1.5 TYPICAL DETAILS 4341 5E* I STE5ED P52)ESS I 21A L E1* I 1EE5 STA T E 2) CA L I )251 I A S T 5 8 C T 8 5 A L S T E 9 E 1 D . 5 2 + Y EXP. 12-31-25 WISEMAN S T R U C T U R A L E N G I N E E R S ROHY

15 0I5A 0ESA %L9D. STE SA1 DIE*2 CA
11 5.5.51 :::.:5E1*I1EE5S.C20 1 5
11 1 TYPICAL %AC.I1* PLATE 600S162-54 (50 KSI) MTL. STUD W/ 3-#10 S.M.S. PER STUD. (NOTCH BLK'G AT STUDS) (E) OR (N) MTL. STUDS @ 16" (DO NOT CUT STUDS) ST58CT85AL LI*+T *A8*E STEEL )5A0I1* SC+ED8LE 18 (43) 1.25" STD. 8" 4" 14 (68) 1.5" DEEP LEG 16 (54) 1 5/8" .50" .443 4'-0" (MIN.) MAX. SPACING 4'-0" 4'-0" 4'-0" 4'-0" OF BRIDGING (2) 4'-0" 4'-0" 4'-0" B REMARKS C 1 5/8" .275 1 5/8" 1 5/8" 1 5/8" .50" .50" .50" .50" GAUGE DEPTH 20 (33) 18 (43) 18 (43) 20 (33) 4" 6" 1 5/8" 1 5/8" 1 5/8" .50" .50" .50" 1.25" B 16 (54) 18 (43) 16 (54) 8" 18 (43) DEPTH GAUGE ST8D SC+ED8LE AREA (IN ) .357 .447 .344 .556 .537 .670 T5AC. SC+ED8LESTD. STD. STD. STD. DEEP LEG 1.25" 1.25" 1.25" 1.25" 1.5" 18 (43) 16 (54) 16 (54) 16 (54) 6" 6" 16 (54) 4" STD. B DEPTH (O.D.)
DEPTH (I.D.)
C B REMARKS (400)
(600)(800)
(MILS)
(400)(600)(800)
(400)
(600) 6" STUD STUD SECTION FLANGE WIDTH MAT'L. THK. (MILS) (1) (1) 9S1.5 NOTES: 1. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION. 2. BRIDGING MUST OCCUR WHEN STUDS ARE NOT BRACED BY FINISH ON BOTH SIDES OF STUD. FOR DETAIL SEE 3. 600S162-33 MILL
T OR X
MILL
MILL MILL T1T2 2T1T E48AL DEPT+ 81E48AL DEPT+ X
LARGER OF 1 121)5A0E T8%E
+SS
C2L801 SPLICE TYPICAL S2))IT C251E5 C211ECTI21 STUDS OR CEILING JOISTS AS OCCUR 1 1/2" PER REFERENCING DETAIL (2-#10 SMS MIN.) BENT PL 18 GA. x 1 1/2" NUMBER OF SCREWS COPE FLGS & BEND WEB (*) 1/4" MAX. CLRSTUD OR JST. 2-#10 SMS TYP. MATCH STUD OR JST. BEND WEB (*) 3/4"
MAX. TYP. LT. *A. STEEL ST8D-ST %L.*. (*) NOTE: IN LIEU OF BENDING WEB, OPTION TO USE ANGLE CLIP (1 1/2"x1 1/2") (SAME GA.) W/ 2-#10 SMS TO BLK & 2-#10 SMS TO STUD/JST. NOTE: ALTERNATE METHODS OF BRACING STUDS ARE ACCEPTABLE WITH ENGINEER APPROVAL. 8" MAX. DEPTH STUDS 3-#10 S.M.S. EACH SIDE C+A11EL SPLICE TYP. 0ETAL ST8D %5ACI1* PL 16 GA x 1 1/2" 150U50-54 CHANNEL @ 48" VERTICALLY 4" 4" SIMPSON SUBH3.25 (TYP.) DESIGN

Page 356 of 380 ends

PROJECT NUMBER: SHEET TITLE:NOT FOR CONSTRUCTION PROJECT: 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 | www.coargroup.com DESCRIPTION: DATE: 50% DESIGN DEVELOPMENT 4/28/2025 24068.00 EMBELLECE EL CENTRO TOWN SQUARE CITY OF EL CENTRO 679 MAIN STREET, EL CENTRO, CA 92243 S2.0 TOWN SQUARE FOUNDATION PLAN 4341 RE* I STERED PROFESS I ONA L EN* I NEER STA T E OF &A L I FORN I A S T R U & T U R A L S T E 9 E N D . R O + < EXP. 12-31-25 WISEMAN S T R U C T U R A L E N G I N E E R S ROHY

0IRA 0ESA %L9D. STE 200 SAN DIE*O &A
2 .. WWW.WREN*INEERS.&O0 R Q P N 0 L L . . - - + I * F E D & % A A 2 0 A FOUNDATION PLAN NOTES 20 S1.3 C1 PER STEEL COLUMN PER SCHEDULE MARK IS INDICATED AT THE JOB BASE OF THE COLUMN. TOP OF FOOTING ELEVATION AT THE LOCATION SHOWN. T.O.F. TOWN SQUARE FOUNDATION PLAN NORTH SCALE: 3/32" = 1'-0"
NORTH
EQ. 8'-0" EQ. 7'-11" 2'-3" TYP. U.O.N. ALL ENDS EQ. EQ. 1. SEE GENERAL NOTES AND TYPICAL DETAILS ON SHEET[S] [S1.0-S1.5. THESE NOTES AND DETAILS SHALL BE USED WHERE APPLICABLE WHETHER SPECIFICALLY REFERENCED OR NOT. 2. CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES WITH THE STRUCTURAL REQUIREMENTS INDICATED. REFER TO CIVIL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS. 3. TOP OF SLAB-ON-GRADE IS THE NOMINAL [FINISH] FLOOR LINE. DATUMELEVATION 0.0' = [DATUM]. 4. FOR NATURE AND EXTENT OF DRAINS, SUMPS, EXTERIOR HARDSCAPE, ETC., REFER TO OTHER DRAWINGS. 5. ANCHOR BOLTS, INCLUDING HOLDOWN ANCHORS, SHALL BE TIED IN PLACE PRIOR TO FOUNDATION INSPECTION. 6. STRUCTURAL WALLS ARE WALLS THAT RESIST GRAVITY, WIND, AND/OR SEISMIC LOADS. ALL EXTERIOR WOOD FRAME WALLS ARE STRUCTURAL WALLS. ALL EXTERIOR AND INTERIOR [MASONRY/CONCRETE] WALLS ARE STRUCTURAL WALLS. WALLS (OR PORTIONS OF WALLS) NOT INDICATED ON THE STRUCTURAL DRAWINGS ARE PARTITION WALLS. REFER TO ARCHITECTURAL PLANS FOR LOCATION AND EXTENT OF PARTITION WALLS. 7. LAPS OF FOOTING REINFORCEMENT SHALL CONFORM TO DESIGN HSS4X4X1/4 TYP UON HSS5X5X1/4 HSS5X5X1/4 HSS5X5X1/4 HSS5X5X1/4 HSS5X5X1/4 HSS5X5X1/4 HSS5X5X1/4 HSS5X5X1/4 HSS5X5X1/4 HSS5X5X1/4

Page 357 of 380 ends

PROJECT NUMBER: SHEET TITLE:NOT FOR CONSTRUCTION PROJECT: 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 | www.coargroup.com DESCRIPTION: DATE: 50% DESIGN DEVELOPMENT 4/28/2025 24068.00 EMBELLECE EL CENTRO TOWN SQUARE CITY OF EL CENTRO 679 MAIN STREET, EL CENTRO, CA 92243 S3.0 8TH STREET GATEWAY SIGN 4341 REG I STERE' 3R2)ESS I 2NA / ENG I NEER STA T E 2) &A / I )2RN I A S T R 8 & T 8 R A / S T E 9 E N ' . R 2 H Y EXP. 12-31-25 WISEMAN S T R U C T U R A L E N G I N E E R S ROHY

0IRA 0ESA %/9'. STE 00 SAN 'IEG2 &A
3 88.3. WWW.WRENGINEERS.&20 1. SEE GENERAL NOTES AND TYPICAL DETAILS ON SHEETS S1.0-S1.5. THESE NOTES AND DETAILS SHALL BE USED WHERE APPLICABLE WHETHER SPECIFICALLY REFERENCED OR NOT. 2. SEE NOTES AND LEGEND ON SHEET [S SHT PER JOB]. 3. CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES WITH THE STRUCTURAL REQUIREMENTS INDICATED. REFER TO CIVIL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS. 4. TOP OF FOOTING ELEVATION = 0.0' IS THE BASE OF THE ROAD PAVEMENT BY OTHERS. SEE CIVIL PLAN FOR MORE INFORMATION. 5. FOR NATURE AND EXTENT OF DRAINS, SUMPS, EXTERIOR HARDSCAPE, ETC., REFER TO OTHER DRAWINGS. 6. FOR ITEMS EMBEDDED INTO CONCRETE SLABS AND WALLS, REFER TO ARCHITECTURAL AND STRUCTURAL DRAWINGS. 7. DRILLED PIERS ARE TO EXTEND A MINIMUM OF 15'-0" INTO UNDISTURBED FORMATIONAL SOIL AS DEFINED IN THE GEOTECHNICAL INVESTIGATION REPORT. GEOTECHNICAL ENGINEER SHALL DETERMINE THE FINAL DEPTH OF ALL DRILLED PIERS AT THE TIME OF EXCAVATION. 8. ANCHOR BOLTS, INCLUDING HOLDOWN ANCHORS, SHALL BE TIED IN PLACE PRIOR TO FOUNDATION INSPECTION. 9. STRUCTURAL WALLS ARE WALLS THAT RESIST GRAVITY, WIND, AND/OR SEISMIC LOADS. ALL EXTERIOR WOOD FRAME WALLS ARE STRUCTURAL WALLS. ALL EXTERIOR AND INTERIOR [MASONRY/CONCRETE] WALLS ARE STRUCTURAL WALLS. WALLS (OR PORTIONS OF WALLS) NOT INDICATED ON THE STRUCTURAL DRAWINGS ARE PARTITION WALLS. REFER TO ARCHITECTURAL PLANS FOR LOCATION AND EXTENT OF PARTITION WALLS. 10. FOR DIMENSIONS, EXTENT, AND NATURE OF ALL WALLS, REFER TO ARCHITECTURAL DRAWINGS. 11. LAPS OF FOOTING REINFORCEMENT SHALL CONFORM TO SIGNAGE N2TES 20 S1.3 2'-10" 44'-8" 2'-4" HSS 12x12x3/8 HSS 12x12x3/8 T.O.=0'-0" T.O.C.=5'-0" HSS 20x8x3/8 T.S.=26'-0" .- .- TYP. .- .- 3'-0" 15'-0" .- TYP.
2" CURVED HSS 8x8x3/8 W/ RADIUS PER ARCH. ROAD PAVEMENT BY OTHERS SIDEWALK HARDSCAPE BY OTHER 8 0 8TH STREET GARTEWAY SIGN E/E9ATI2N NORTH 8TH STREET GARTEWAY SIGN )28N'ATI2N 3/AN NORTH SCALE: 3/16"=1'-0" SCALE: 3/16"=1'-0" DESIGN

Page 358 of 380 ends

SITE SYMBOLS LEGEND

SITE LIGHTING LEGEND

TYPICAL

DESIGNATIONS TO BE

USED IN

CONJUNCTION WITH

CONDUIT SYMBOLS
NEW CONDUIT AND/OR CONDUCTOR LINE. SEE BELOW

FOR TYPICAL DESIGNATIONS
LUMINAIRE(S) POLE MOUNTED WITH ARM. TYPE AS NOTED.

NEW HANDHOLE

NEW MANHOLE

EXISTING HANDHOLE

EXISTING MANHOLE

EXISTING TO BE DEMOLISHED CONDUIT AND/OR
CONDUCTOR. SEE BELOW FOR TYPICAL DESIGNATIONS
(X)OHP EXISTING CONDUIT AND/OR CONDUCTOR LINE TO
CONDUCTOR. SEE BELOW FOR TYPICAL DESIGNATIONS
(X)OHP

UP - UNDERGROUND PRIMARY

US - UNDERGROUND SECONDARY

UC - UNDERGROUND COMMUNICATIONS

CO - CONDUIT ONLY

OHP - OVERHEAD PRIMARY

OHS - OVERHEAD SECONDARY

OHC - OVERHEAD COMMUNICATIONS

GENERATOR SUBSTATION

PAD MOUNTED SWITCH PAD MOUNTED TRANSFORMER
LUMINAIRE(S) POLE MOUNTED ON TOP. TYPE AS NOTED.

GENERAL NOTES

1. ALL GROUNDING PER NEC.

2. ELECTRICAL CONTRACTOR TO VERIFY EXACT LOCATION OF RECEPTACLES IN TEL/COM ROOMS PRIOR TO ROUGH-IN.

3. THIS DRAWING SHALL BE READ IN CONJUNCTION WITH ALL OTHER DOCUMENTATION. COORDINATE WITH ALL OTHER TRADES FOR EQUIPMENT LOCATIONS.

4. COORDINATE WITH ARCHITECTURAL DRAWINGS FOR EXACT LOCATION AND MOUNTING HEIGHT OF ALL RECEPTACLES AND DEVICES.

5. COORDINATE WITH EQUIPMENT MANUFACTURER FOR LOCATIONS AND CONNECTIONS.

6. VERIFY ALL MECHANICAL EQUIPMENT LOCATIONS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS PRIOR TO ROUGH-IN.

SEISMIC GENERAL NOTES

1. THE SEISMIC ANCHORAGE OF ELECTRICAL EQUIPMENT SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE (IBC) SECTION 16.

2. FOR EQUIPMENT WEIGHING LESS THAN 400 LBS AND WHERE DETAILS ARE NOT

SHOWN, THE FIELD INSTALLATION SHALL BE SUBJECT TO THE APPROVAL OF THE

STRUCTURAL ENGINEER AND THE JURISDICTION HAVING AUTHORITY AND SHALL BE CAPABLE OF RESISTING THE FORCES PRESCRIBED IN IBC SECTION 16.

3. OVERHEAD MOUNTED EQUIPMENT WEIGHING 31 POUINDS OR MORE SHALL BE

SUPPORTED AND BRACED IN ACCORDANCE WITH AT/FP REQUIREMENTS PER UFC 4-010-01. THIS REQUIREMENT IS IN ADDITION TO NON-STRUCTURAL SEISMIC REQUIREMENTS. DISTRIBUTION SYSTEMS ARE EXEMPT FROM THIS REQUIREMENT.

DETAIL NUMBER DESIGNATION

SHEET ON WHICH DETAIL IS LOCATED
E1
3 SHEET NOTE REFERENCE

CONDUIT STUBOUT
#8

FLEXIBLE CONDUIT

GENERAL SYMBOLS LEGEND
A-1
HOMERUN TO PANEL AND CIRCUITS INDICATED. NUMBER

ADJACENT TO CIRCUIT DENOTES WIRE SIZE OTHER THAN
#12 FOR ALL CONDUCTORS UNO.

CIRCUIT BREAKER CALLOUT

FUSE CALLOUT

NON-FUSIBLE DISCONNECT SWITCH (RATINGS AS NOTED)

FUSIBLE DISCONNECT SWITCH (RATINGS AS NOTED)
GROUND

CIRCUIT BREAKER
GFP

SPD SURGE PROTECTION DEVICE

GROUND FAULT PROTECTION

ENCLOSED CIRCUIT BREAKER

SINGLE LINE LEGEND

KILOWATT-HOUR METER

FUSED SWITCH
CB

M EXTERNALLY MOUNTED METER
M
TRANSFORMER DELTA PRIMARY, WYE SECONDARY WITH kVA RATING 3P - POLE
200AT - TRIP SIZE
200AF - FRAME SIZE
3P - POLE
200AF - FUSE SIZE
MOTOR

AUTOMATIC TRANSFER SWITCH

PANEL BOARD

1. LOW VOLTAGE CONTRACTOR SHALL SUPPLY ALL REQUIRED COMPONENTS,

CABLING AND SUPPORTING STRUCTURES REQUIRED FOR A FULLY FUNCTIONAL SYSTEM.

2. PROVIDE RACK MOUNTED GIGABIT SWITCHES AND PATH PANELS REQUIRED TO TERMINATE ALL DATA DROPS THROUGHOUT BUILDING, AND 20% SPARE CAPACITY.

SWITCHES AND PATCH PANELS TO ALTERNATE WITHIN RACK.

3. PROVIDE (2) 42U FREE STANDING TELECOM CABINETS WITH LOCKABLE FRONT, AND REAR DOORS, WITH REMOVABLE SIDE PANELS. (1) FOR LOW VOLTAGE INFRASTRUCTURE EQUIPMENT, AND ONE FOR STATION IT EQUIPMENT.

4. PROVIDE ALL PATCH CABLES (CAT6A) BETWEEN SWITCHES AND PATCH PANELS, AS WELL AS BETWEEN OFCI EQUIPMENT AND SWITCHES.

5. EACH DATA OUTLET WILL CONSIST OF CAT6A CABLES (PER FACE PLATE), CONDUIT, BOX AND FACE PLATE (PER SHOP DRAWINGS), UNLESS NOTED OTHERWISE.

6. REFER TO DIVISION 27 SPECIFICATIONS FOR ADDITIONAL INFORMATION.

TEL/DATA SYSTEM SCOPE NOTES

ELECTRICAL ABBREVIATIONS
J
M M

PANEL BOARD (SURFACE)

SWITCHBOARD OR MCC

POWER LEGEND

PANEL BOARD (FLUSH)

TRANSFORMER
P P
J

DUPLEX QUAD DUPLEX
GFI
QUAD
GFI
DUPLEX

WITH USB

CEILING MOUNTED DUPLEX OR QUAD
RECEPTACLE, NON-LOCKING TYPE, GROUNDING.

POWER FLOOR BOX.

WALL OR FLOOR POWER CONNECTION TO MODULAR FURNITURE.

VERIFY EXACT LOCATION WITH FURNITURE SUPPLIER.

CEILING JUNCTION BOX

WALL/SURFACE MOUNTED JUNCTION BOX
EQUIPMENT SIZES SHOWN ON PLANS ARE NOT EXACT. CONTRACTOR IS RESPONSIBLE FOR ENSURING EQUIPMENT CLEARANCES ARE MET BASED ON ACTUAL SIZE.

SPECIAL NEMA CONFIGURATION RECEPTACLE
MOUNTED AT +18" AFF UNO. SEE FLOOR
PLANS FOR CONFIGURATION.

CEILING MOUNTED SPECIAL NEMA
CONFIGURATION RECEPTACLE. SEE FLOOR
PLANS FOR CONFIGURATION.

RECEPTACLE, NON-LOCKING TYPE, GROUNDING, 120V - 20A.

MOUNTED AT +18 AFF UNO. SHADED REPRESENTS ABOVE
COUNTER OR +42" AFF.

COORDINATE THE EXACT MOUNTING AND LOCATION OF ALL WIRING DEVICES AND ALL CONDUITS WITH OTHER TRADES PRIOR TO ROUGH-IN. SEE ARCH PLANS FOR EXACT DEVICE LOCATIONS.

DUPLEX QUAD DUPLEX
GFI
QUAD
GFI
DUPLEX

WITH USB
SPLIT YOLK HALF CONTROLLED RECEPTACLE NON-LOCKING TYPE 120V-20A.

CONNECT SWITCH LEG BETWEEN RELAY POWER PACK AND OCCUPANCY CONTROLS FOR AUTOMATIC SHUT OFF. CONTROLLED RECEPTACLES SHALL HAVE PERMANENT MARKING TO DIFFERENTIATE THEM FROM UNCONTROLLED RECEPTACLES. (CEC TITLE 24 SECTION 130.5(D)). PROVIDE FACEPLATE PER NEC 406.3(E).

SURFACE MOUNTED RECEPTACLE, NON-LOCKING
TYPE, GROUNDING.

LIGHTING NAME LEGEND

COORDINATE THE EXACT MOUNTING AND LOCATION OF ALL LIGHTING, SUPPORTS AND ALL CONDUITS WITH OTHER TRADES PRIOR TO ROUGH-IN. SEE ARCH PLANS FOR EXACT GRID, FLUSH AND SURFACE MOUNTING LOCATIONS.

LIGHTED EXIT SIGN. TOP MOUNTED ON CEILING OR STEM MOUNTED.

SHADED SIDE INDICATES FACE. PROVIDE ARROWS TO MATCH
ARCHITECTURAL OR LIFE SAFETY PLANS.
#
SUBSCRIPT ADJACENT TO LIGHTING FIXTURE INDICATES:

L# = FIXTURE DESIGNATION
1,2,3 etc. = BRANCH CIRCUIT NUMBERS
a,b,c etc. = SWITCH-LEG REFERENCE
NL = NIGHT/SECURITY LIGHTING FIXTURE

SWITCH LEGEND
LV
M
DS
PC
SUBSCRIPT ADJACENT TO SWITCH INDICATES:

K = KEYED SWITCH
a,b,c etc. = MULTIPLE SWITCHES/CONTROL LEGS IN A
GANGED BOX WITH A COMMON COVER PLATE.

MOUNT WALL SWITCHES AT 42" AFF TO CENTER OF THE SWITCH UNO. VERIFY ALL CONTROL LOCATIONS AND TYPES WITH CONTROLS SHOP DRAWINGS. #

NON-FUSIBLE DISCONNECT SWITCH (RATINGS AS NOTED)

FUSIBLE DISCONNECT SWITCH (RATINGS AS NOTED)
T

MOTOR STARTER (NEMA SIZE AS NOTED)

TOGGLE TYPE FRACTIONAL HP MANUAL MOTOR STARTER WITH

THERMAL OVERLOADS (DELETED IF FOR DISCONNECT USE ONLY)
AND HANDLE GUARD/LOCK-OFF, 2 POLES (VERIFY WITH BRANCH

CIRCUIT)

COMBINATION FUSIBLE DISCONNECT SWITCH AND MOTOR
STARTER, (NEMA SIZE AS NOTED), 3P, 600 VAC MAXIMUM
RATING

HVAC POWER LEGEND
EPO

EMERGENCY POWER OFF

J FLOOR MOUNTED JUNCTION BOX
TYPE DESIGNATIONS:

NONE = L5-30R
A = L6-30R
B = L6-20R
C = L21-20R
D = L15-30R

IF RECEPTACLE LOCATED OUTSIDE CONTRACTOR SHALL PROVIDE
WEATHERPROOF ENCLOSURE AND IN-USE COVER.

IF EQUIPMENT LOCATED OUTSIDE CONTRACTOR SHALL PROVIDE NEMA 3R ENCLOSURE FOR DISCONNECTS.

LCP

LIGHTING CONTROL PANEL ELEC GROUND BUS

TOGGLE SWITCH

DIMMER SWITCH

OCCUPANCY SENSOR SWITCH

DIMMER/OCCUPANCY SENSOR SWITCH

GRAPHICAL LOW VOLTAGE SWITCH

MOTION SENSOR - CEILING MOUNTED

DAYLIGHT SENSOR - CEILING MOUNTED

PHOTOCELL - CEILING MOUNTED

J WEATHERPROOF POWER JUNCTION BOX

J WEATHERPROOF DATA JUNCTION BOX
1 A AMPERES

ADA AMERICANS WITH DISABILITIES ACT
A.F.F. ABOVE FINISHED FLOOR

AIC AMPS INTERRUPTING CURRENT
ALT. ALTERNATE

ATS AUTOMATIC TRANSFER SWITCH

BLDG BUILDING

C CONDUIT

CB CIRCUIT BREAKER

CFCI CONTRACTOR FURNISHED,

CONTRACTOR INSTALLED

CFL COMPACT FLUORESCENT LAMP

CKT CIRCUIT
C.O. CONDUIT ONLY
CONC. CONCRETE

CX CONNECT TO EXISTING CIRCUIT

CU COPPER
dBA DECIBELS
DIST. DISTRIBUTION
DWG. DRAWING

EG EQUIPMENT GROUND

EGB ELECTRICAL GROUND BUS

EM EMERGENCY

ETC ET CETERA

EPO EMERGENCY POWER OFF BUTTON

EWC ELECTRIC WATER COOLER
EXIST. (X) EXISTING

FA FIRE ALARM

FACP FIRE ALARM CONTROL PANEL

FCC FIRE CONTROL CENTER

FLA FULL LOAD AMPS

GD GARBAGE DISPOSAL

GFI GROUND FAULT INTERRUPTER

GND GROUND

HD HAND DRYER
HORIZ. HORIZONTALLY MOUNTED

HP HORSEPOWER

KCMIL THOUSAND CUBIC MILLIMITERS

KVA KILOVOLT-AMPERES

KW KILOWATTS

JB JUNCTION BOX

JP JOCKEY PUMP

LC LOCKABLE ENCLOSURE

LTG LIGHTING

MCA MINIMUM CIRCUIT AMPS

MCC MOTOR CONTROL CENTER

MEGB MAIN ELECTRICAL GROUND BUS

MEP MECHANICAL, ELECTRICAL, PLUMBING

MIC MICROWAVE

MIN MINIMUM

MOP MAXIMUM OVERCURRENT PROTECTION

MTD MOUNTED

MTGB MAIN TELECOMMUNICATION GROUND BUS
MTG. HT. MOUNTING HEIGHT

NIC NOT IN CONTRACT

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NL NIGHT LIGHT

NTS NOT TO SCALE

OC ON CENTER

OFCI OWNER FURNISHED, CONTRACTOR INSTALLED
P POLE

PB PULL BOX

PH PHASE

PIV POST INDICATOR VALVE

PNL PANEL

POC POINT OF CONNECTION

PVC POLYVINYL CHLORIDE

RCP REFLECTED CEILING PLAN

RECEPT RECEPTACLE

REQ'D REQUIRED

RGS RIGID GALVANIZED STEEL

SEC SECURITY

SHT SHEET
S.N. SOLID NEUTRAL

SP SUMP PUMP

SPD SURGE PROTECTION DEVICE

SS STAINLESS STEEL

SWGR SWITCHGEAR

TC TERMINAL CABINET

TEL TELEPHONE

TGB TELECOMMUNICATION GROUND BUS
T.I. TENANT IMPROVEMENT
T.R. TAMPER RESISTANT

TV TV MONITOR

TYP TYPICAL
U.C. UNDER COUNTER

UL UNDERWRITERS LABORATORY
U.N.O. UNLESS NOTED OTHERWISE

V VOLTS

WH WATER HEATER

W WATTS

WP WEATHERPROOF

XFMR TRANSFORMER

X EXISTING TO REMAIN

XD EXISTING TO BE DEMOLISHED

XR EXISTING TO BE RELOCATED

XL NEW LOCATION OF EXISTING ITEM

OHP OHP
(XD)OHP (XD)OHP

MOUNTING

IN-GRADE

PENDANT

OUTDOOR

RECESSED

SURFACE
WALL

FIXTURE
(OPTIONAL)
ACCENT

BOLLARD

CYLINDER

DOWNLIGHT

DECORATIVE
LINEAR
POLE
STRIP

TROFFER
RD1A

NEW TYPE

VARIANT
LENGTH
OPTICS
SHAPE
OUTPUT

EMERGENCY
Exp. 03/31/27
No. E 21090
A N

T O N N A T H A N
S
O N
L A

EC T R I C
L E
REE

REGISTERED PROFESSIONAL
ENGIN

STATE OF CALIFORNIA
5473 KEARNY VILLA RD, STE 200, SAN DIEGO, CA 92123
www.ELENConsulting.com
PROJECT NUMBER:

SHEET TITLE:

NOT FOR

CONSTRUCTION
PROJECT:
9640 GRANITE RIDGE DR, SUITE 130
SAN DIEGO, CA 92123
619.698.9177 | www.coargroup.com
SHEET NUMBER:

DESCRIPTION: DATE:
100% DESIGN

DEVELOPMENT
4/29/25
005-162

NOT FOR CONSTRUCTION

ELECTRICAL

SYMBOLS AND

ABBREVIATIONS
240903
E0.1

EMBELLECE EL CENTRO

TOWN SQUARE

CITY OF EL CENTRO
679 MAIN STREET, EL
CENTRO, CA 92243

Page 359 of 380 ends

MAIN
240/120V 3P 4W 200A
200AF
3P
200AT
(X)PANEL
"A1"
(X)PANEL
"A"
N
G

SHEET KEYNOTES
1 X

GENERAL NOTES

1. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS. IF CONDITION IS

DIFFERENT FROM THAT INCLUDED IN THIS DRAWING, PROVIDE UPDATED INFORMATION TO ELECTRICAL ENGINEER PRIOR TO ROUGH-IN.

2. ALL ELECTRICAL EQUIPMENT ARE EXISTING TO REMAIN U.N.O.

M
MAIN
100AF
2P
100AT
N
G
M
240/120V 1P 3W 100A
7TH ST. PLAZA 4TH ST. ARCH.

Exp. 03/31/27
No. E 21090
A N

T O N N A T H A N
S
O N
L A

EC T R I C
L E
REE

REGISTERED PROFESSIONAL
ENGIN

STATE OF CALIFORNIA
5473 KEARNY VILLA RD, STE 200, SAN DIEGO, CA 92123
www.ELENConsulting.com
PROJECT NUMBER:

SHEET TITLE:

NOT FOR

CONSTRUCTION
PROJECT:
9640 GRANITE RIDGE DR, SUITE 130
SAN DIEGO, CA 92123
619.698.9177 | www.coargroup.com
SHEET NUMBER:

DESCRIPTION: DATE:
100% DESIGN

DEVELOPMENT
4/29/25
005-162

NOT FOR CONSTRUCTION

ELECTRICAL

SINGLE LINE

DIAGRAM
240903
E0.2

EMBELLECE EL CENTRO

TOWN SQUARE

CITY OF EL CENTRO
679 MAIN STREET, EL
CENTRO, CA 92243
E0.2 SCALE: N.T.S.
1 SINGLE LINE DIAGRAM

Page 360 of 380 ends

Exp. 03/31/27
No. E 21090
A N

T O N N A T H A N
S
O N
L A

EC T R I C
L E
REE

REGISTERED PROFESSIONAL
ENGIN

STATE OF CALIFORNIA
5473 KEARNY VILLA RD, STE 200, SAN DIEGO, CA 92123
www.ELENConsulting.com
PROJECT NUMBER:

SHEET TITLE:

NOT FOR

CONSTRUCTION
PROJECT:
9640 GRANITE RIDGE DR, SUITE 130
SAN DIEGO, CA 92123
619.698.9177 | www.coargroup.com
SHEET NUMBER:

DESCRIPTION: DATE:
100% DESIGN

DEVELOPMENT
4/29/25
005-162

NOT FOR CONSTRUCTION

LUMINAIRE

SCHEDULE
240903
E0.3

EMBELLECE EL CENTRO

TOWN SQUARE

CITY OF EL CENTRO
679 MAIN STREET, EL
CENTRO, CA 92243

LIGHTING FIXTURE SCHEDULE

WTWT CALLOUT LAMP DESCRIPTION MOUNTING MANUFACTURER MODEL WATTS VOLTAGE COLOR TEMP LUMENS CRI NOTES IA1 LED 9-IN LED INGRADE ROUND ACCENT UP-LIGHT. GROUND HYDREL LIGHTING (OR APPROVED EQUAL)
M9400C
#M9420C-**-LED0 W 120 V 2700K
IA2-1 LED LED INGRADE LINEAR ACCENT UP-LIGHT. GROUND INSIGHT LIGHTING (OR APPROVED EQUAL)

MEDLEY INGRADE (MIG)
#MIG-MO-27K0 W 120 V 2700K
IA2-2 LED LED INGRADE LINEAR ACCENT UP-LIGHT. GROUND INSIGHT LIGHTING (OR APPROVED EQUAL)

MEDLEY INGRADE (MIG)
#MIG-MO-27K0 W 120 V 2700K
IA2-3 LED LED INGRADE LINEAR ACCENT UP-LIGHT. GROUND INSIGHT LIGHTING (OR APPROVED EQUAL)

MEDLEY INGRADE (MIG)
#MIG-MO-27K0 W 120 V 2700K
IA2-8 LED LED INGRADE LINEAR ACCENT UP-LIGHT. GROUND INSIGHT LIGHTING (OR APPROVED EQUAL)

MEDLEY INGRADE (MIG)
#MIG-MO-27K0 W 120 V 2700K
PDE1 LED DECORATIVE PENDANT PENDANT G LIGHTING
(OR APPROVED EQUAL)
MESA
#GL2622-L120-W-**-
0 W 120 V 3000K
SA1 LED SURFACE ACCENT MARQUEE LIGHTS SURFACE CELESTIAL LIGHTING (EQUAL NOT ACCEPTED)

AQUARIUS Q SERIES
#AQR-Q-GF-6-SC-**
0 W 120 V 2700K
SS1 LED SURFACE LED STRIP LIGHT SURFACE TIVOLI
(OR APPROVED EQUAL)

TRACE- HORIZONTAL
#TRCE-S-H-27K-24
0 W 120 V 2700K
WDE1 LED WALL SCONCE DECORATIVE WALL STERNBERG LIGHTING (OR APPROVED EQUAL)
1240 PARAGON SERIES
#1240-
0 W 120 V 2700K
WDE2 LED WALL SCONCE DECORATIVE WALL ULTA LIGHTS
(OR APPROVED EQUAL)
MAGNA 24529
#**-02-OA-**
0 W 120 V 3000K
WDE3 LED WALL SCONCE DECORATIVE WALL STERNBERG LIGHTING (OR APPROVED EQUAL)
ACORN 1910LED MEDIUM
#****/TRSL
0 W 120 V 3000K

Page 361 of 380 ends

P N M L L1 K K1 J1 J H I G F E C B A1 A
A11
11 10
9 8
7 6
5 4
3 2
1 EXISTING PUMP
ROOM

EXISTING STORAGE
ROOM

EXISTING

ELECTRICAL ROOM
D
E1.1
1 Sim
E1.2
1 Sim
0' 10' 20' 40'
Scale: 1" = 10'-0" (1:120)
Exp. 03/31/27
No. E 21090
A N

T O N N A T H A N
S
O N
L A

EC T R I C
L E
REE

REGISTERED PROFESSIONAL
ENGIN

STATE OF CALIFORNIA
5473 KEARNY VILLA RD, STE 200, SAN DIEGO, CA 92123
www.ELENConsulting.com
PROJECT NUMBER:

SHEET TITLE:

NOT FOR

CONSTRUCTION
PROJECT:
9640 GRANITE RIDGE DR, SUITE 130
SAN DIEGO, CA 92123
619.698.9177 | www.coargroup.com
SHEET NUMBER:

DESCRIPTION: DATE:
100% DESIGN

DEVELOPMENT
4/29/25
005-162

NOT FOR CONSTRUCTION

DEMO - OVERALL

SITE PLAN
240903
E1.0

EMBELLECE EL CENTRO

TOWN SQUARE

CITY OF EL CENTRO
679 MAIN STREET, EL
CENTRO, CA 92243
E1.0 SCALE: 1" = 10'-0"
1 DEMO - OVERALL SITE PLAN

GENERAL NOTES - DEMO

A CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS PRIOR TO ROUGH-IN.

B DEMOLISH ALL ELECTRICAL FIXTURES AND DEVICES AS PART OF THE DEMOLITION SCOPE. SAFE OF BRANCH CIRCUIT BREAKER AND MARK AS SPARE.

SHEET KEYNOTES

Page 362 of 380 ends

L1 K K1 J1 J H I
G F E C B A1 A
A11
11 10
9 8
7 6
5 4
3 2
1 XD
XD
XD
XD
XD
XD

XD XD XD XD
XD
XD
XD

XD XD XD XD
XD
XD
XD
XD
XD

XD XD XD

XD XD XD
XD XD

XD XD XD XD XD XD XD XD XD XD
XD XD
XD
TYP.ALL
XD
TYP.ALL
XD
TYP.ALL
XD
TYP.ALL
D

XD XD XD XD
0' 4' 8' 16' 32'
Scale: 1/8" = 1'-0" (1:96)
Exp. 03/31/27
No. E 21090
A N

T O N N A T H A N
S
O N
L A

EC T R I C
L E
REE

REGISTERED PROFESSIONAL
ENGIN

STATE OF CALIFORNIA
5473 KEARNY VILLA RD, STE 200, SAN DIEGO, CA 92123
www.ELENConsulting.com
PROJECT NUMBER:

SHEET TITLE:

NOT FOR

CONSTRUCTION
PROJECT:
9640 GRANITE RIDGE DR, SUITE 130
SAN DIEGO, CA 92123
619.698.9177 | www.coargroup.com
SHEET NUMBER:

DESCRIPTION: DATE:
100% DESIGN

DEVELOPMENT
4/29/25
005-162

NOT FOR CONSTRUCTION
DEMO -

ELECTRICAL SITE
PLAN A
240903
E1.1

EMBELLECE EL CENTRO

TOWN SQUARE

CITY OF EL CENTRO
679 MAIN STREET, EL
CENTRO, CA 92243

GENERAL NOTES - DEMO

A CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS PRIOR TO ROUGH-IN.

B DEMOLISH ALL ELECTRICAL FIXTURES AND DEVICES AS PART OF THE DEMOLITION SCOPE. SAFE OF BRANCH CIRCUIT BREAKER AND MARK AS SPARE.

SHEET KEYNOTES
E1.1 SCALE: 1/8" = 1'-0"
1 ELECTRICAL LIGHTING DEMO PLAN A

Page 363 of 380 ends

R Q
P N M L L1 K K1
A11
11 10
9 8
7 6
5 4
3 2
1 XD
XD
XD
XD
XD
XD

XD XD XD
XD

XD XD XD XD XD XD XD
XD
XD
XD XD
XD XD
XD XD
XD XD
XD XD
X
XD
XD XD
XD XD
X
XD
XD
0' 4' 8' 16' 32'
Scale: 1/8" = 1'-0" (1:96)
Exp. 03/31/27
No. E 21090
A N

T O N N A T H A N
S
O N
L A

EC T R I C
L E
REE

REGISTERED PROFESSIONAL
ENGIN

STATE OF CALIFORNIA
5473 KEARNY VILLA RD, STE 200, SAN DIEGO, CA 92123
www.ELENConsulting.com
PROJECT NUMBER:

SHEET TITLE:

NOT FOR

CONSTRUCTION
PROJECT:
9640 GRANITE RIDGE DR, SUITE 130
SAN DIEGO, CA 92123
619.698.9177 | www.coargroup.com
SHEET NUMBER:

DESCRIPTION: DATE:
100% DESIGN

DEVELOPMENT
4/29/25
005-162

NOT FOR CONSTRUCTION
DEMO -

ELECTRICAL SITE
PLAN B
240903
E1.2

EMBELLECE EL CENTRO

TOWN SQUARE

CITY OF EL CENTRO
679 MAIN STREET, EL
CENTRO, CA 92243
E1.2 SCALE: 1/8" = 1'-0"
1 ELECTRICAL LIGHTING DEMO PLAN B

GENERAL NOTES - DEMO

A CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS PRIOR TO ROUGH-IN.

B DEMOLISH ALL ELECTRICAL FIXTURES AND DEVICES AS PART OF THE DEMOLITION SCOPE. SAFE OF BRANCH CIRCUIT BREAKER AND MARK AS SPARE.

SHEET KEYNOTES
E1.2 SCALE: 1" = 10'-0"
2 ELECTRICAL LIGHITNG DEMO PLAN - GATEWAY MONUMENT SIGNAGE Copy 1

Page 364 of 380 ends

EXISTING PUMP
ROOM

EXISTING STORAGE
ROOM

EXISTING

ELECTRICAL ROOM
E5.1
1 L6-50R L6-30R L6-30R
L6-30R
L6-30R
L6-30R
WP
WP
0' 10' 20' 40'
Scale: 1" = 10'-0" (1:120)
Exp. 03/31/27
No. E 21090
A N

T O N N A T H A N
S
O N
L A

EC T R I C
L E
REE

REGISTERED PROFESSIONAL
ENGIN

STATE OF CALIFORNIA
5473 KEARNY VILLA RD, STE 200, SAN DIEGO, CA 92123
www.ELENConsulting.com
PROJECT NUMBER:

SHEET TITLE:

NOT FOR

CONSTRUCTION
PROJECT:
9640 GRANITE RIDGE DR, SUITE 130
SAN DIEGO, CA 92123
619.698.9177 | www.coargroup.com
SHEET NUMBER:

DESCRIPTION: DATE:
100% DESIGN

DEVELOPMENT
4/29/25
005-162

NOT FOR CONSTRUCTION

ELECTRICAL SITE
PLAN
240903
E1.3

EMBELLECE EL CENTRO

TOWN SQUARE

CITY OF EL CENTRO
679 MAIN STREET, EL
CENTRO, CA 92243

SHEET KEYNOTES

GENERAL NOTES - POWER
A ALL 20A 120V BRANCH CIRCUITS THAT EXCEED 100' SHALL USE #10AWG CONDUCTORS.

B COORDINATE POWER FEEDS, LOCATIONS, AND WIRING HARNESS

CONFIGURATION WITH FURNITURE VENDOR SHOP DRAWINGS
PRIOR TO ROUGH-IN.

C VERIFY MOUNTING HEIGHTS OF ALL DEVICES WITH
ARCHITECTURAL ELEVATIONS PRIOR TO ROUGH-IN.

D MAINTAIN WORKING CLEARANCE IN FRONT OF ELECTRICAL
EQUIPMENT PER CEC 110.26.

E IF ANY EXPOSED CONDUIT IS REQUIRED, CONTRACTOR AND
SUBCONTRACTORS TO COORDINATE WITH FURNITURE DRAWINGS.

NO EXPOSED CONDUIT TO BE INSTALLED ON WALLS WITH WALL

MOUNTED FURNISHINGS AND ACCESSORIES (FLAT SCREENS,
MARKERBOARDS, TACKBOARDS, ARTWORK, ETC.)
E1.3 SCALE: 1" = 10'-0"
1 OVERALL SITE PLAN

Page 365 of 380 ends

J
J

J J J J
L1 K K1 J1 J H I G F E C B A1 A
A11
11 10
9 8
7 6
5 4
3 2
1 SS1 SS1 SS1 SS1 SS1 SS1 SS1 SS1 SS1
WDE2 WDE2 WDE2
SS1 SS1
WDE2 WDE2 WDE2
WDE2
WDE2
WDE2
WDE2 WDE2
WDE2
WDE2
WDE2
SS1
PDE1 PDE1 PDE1 PDE1
PDE1
PDE1
PDE1
PDE1 PDE1 PDE1 PDE1 PDE1
PDE1
PDE1
PDE1
PDE1
SA1(TYP. 41)
SA1(TYP. 41)
SA1(TYP. 41)
SA1(TYP. 41)
SS1
SS1
WDE1 WDE1
(TYP. 41)
D
SS1
SS1
SS1
SS1
SS1
SS1
SS1
SS1
SS1
SS1
SS1
SS1
SS1 SS1 SS1 SS1 SS1 SS1 SS1
SS1 SS1 SS1 SS1 SS1 SS1 SS1
SS1
WDE3 WDE3
WDE3
WDE3
WDE3
WDE3 WDE3 WDE3
WDE3
WDE3
0' 4' 8' 16' 32'
Scale: 1/8" = 1'-0" (1:96)
Exp. 03/31/27
No. E 21090
A N

T O N N A T H A N
S
O N
L A

EC T R I C
L E
REE

REGISTERED PROFESSIONAL
ENGIN

STATE OF CALIFORNIA
5473 KEARNY VILLA RD, STE 200, SAN DIEGO, CA 92123
www.ELENConsulting.com
PROJECT NUMBER:

SHEET TITLE:

NOT FOR

CONSTRUCTION
PROJECT:
9640 GRANITE RIDGE DR, SUITE 130
SAN DIEGO, CA 92123
619.698.9177 | www.coargroup.com
SHEET NUMBER:

DESCRIPTION: DATE:
100% DESIGN

DEVELOPMENT
4/29/25
005-162

NOT FOR CONSTRUCTION

LIGHTING RCP

PLAN - AREA A
240903
E2.11

EMBELLECE EL CENTRO

TOWN SQUARE

CITY OF EL CENTRO
679 MAIN STREET, EL
CENTRO, CA 92243

GENERAL NOTES - LIGHTING

A CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO THE START OF WORK.

C ELECTRICAL CONTRACTOR TO PROVIDE LIGHTING CONTROL

MANUFACTURER'S SHOP DRAWINGS INDICATING DEVICE TYPES,

LOCATIONS, AND CONNECTIONS FOR REVIEW AND APPROVAL
PRIOR TO PROCUREMENT.

E VERIFY ALL FINISHES AND MOUNTING WITH ARCHITECT PRIOR TO PROCUREMENT.

SHEET KEYNOTES
E2.11 SCALE: 1/8" = 1'-0"
1 LIGHTING RCP PLAN - AREA A

Page 366 of 380 ends

J
R Q
P N M L L1 K K1
A11
11 10
9 8
7 6
5 4
3 2
1 SS1
WDE2
WDE2
WDE2
WDE2
SS1 SS1 SS1 SS1 SS1 SS1
PDE1
PDE1
PDE1
PDE1
PDE1 PDE1 PDE1
SA1(TYP. 41)
SA1
SA1
SA1
SS1
SS1
WDE1
SS1
SS1
SS1
SS1
SS1
WDE3
WDE3
0' 4' 8' 16' 32'
Scale: 1/8" = 1'-0" (1:96)
Exp. 03/31/27
No. E 21090
A N

T O N N A T H A N
S
O N
L A

EC T R I C
L E
REE

REGISTERED PROFESSIONAL
ENGIN

STATE OF CALIFORNIA
5473 KEARNY VILLA RD, STE 200, SAN DIEGO, CA 92123
www.ELENConsulting.com
PROJECT NUMBER:

SHEET TITLE:

NOT FOR

CONSTRUCTION
PROJECT:
9640 GRANITE RIDGE DR, SUITE 130
SAN DIEGO, CA 92123
619.698.9177 | www.coargroup.com
SHEET NUMBER:

DESCRIPTION: DATE:
100% DESIGN

DEVELOPMENT
4/29/25
005-162

NOT FOR CONSTRUCTION

LIGHTING RCP

PLAN - AREA B
240903
E2.12

EMBELLECE EL CENTRO

TOWN SQUARE

CITY OF EL CENTRO
679 MAIN STREET, EL
CENTRO, CA 92243

GENERAL NOTES - LIGHTING

A CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO THE START OF WORK.

C ELECTRICAL CONTRACTOR TO PROVIDE LIGHTING CONTROL

MANUFACTURER'S SHOP DRAWINGS INDICATING DEVICE TYPES,

LOCATIONS, AND CONNECTIONS FOR REVIEW AND APPROVAL
PRIOR TO PROCUREMENT.

E VERIFY ALL FINISHES AND MOUNTING WITH ARCHITECT PRIOR TO PROCUREMENT.

SHEET KEYNOTES
E2.12 SCALE: 1/8" = 1'-0"
1 LIGHITNG RCP LIGHTING PLAN - AREA B

Page 367 of 380 ends

EXISTING PUMP
ROOM

EXISTING STORAGE
ROOM

EXISTING

ELECTRICAL ROOM
(X)A1
(X)A
1 0' 1' 2' 4' 8'
Scale: 1/2" = 1'-0" (1:24)
Exp. 03/31/27
No. E 21090
A N

T O N N A T H A N
S
O N
L A

EC T R I C
L E
REE

REGISTERED PROFESSIONAL
ENGIN

STATE OF CALIFORNIA
5473 KEARNY VILLA RD, STE 200, SAN DIEGO, CA 92123
www.ELENConsulting.com
PROJECT NUMBER:

SHEET TITLE:

NOT FOR

CONSTRUCTION
PROJECT:
9640 GRANITE RIDGE DR, SUITE 130
SAN DIEGO, CA 92123
619.698.9177 | www.coargroup.com
SHEET NUMBER:

DESCRIPTION: DATE:
100% DESIGN

DEVELOPMENT
4/29/25
005-162

NOT FOR CONSTRUCTION

ELECTRICAL

ENLARGED PLAN
240903
E5.1

EMBELLECE EL CENTRO

TOWN SQUARE

CITY OF EL CENTRO
679 MAIN STREET, EL
CENTRO, CA 92243

SHEET KEYNOTES
1 DEMOLISH ALL ELECTRICAL FOUNTAIN FIXTURES AND DEVICES.

SAFE OF BRANCH CIRCUIT BREAKER AND MARK AS SPARE.

GENERAL NOTES - POWER
A ALL 20A 120V BRANCH CIRCUITS THAT EXCEED 100' SHALL USE #10AWG CONDUCTORS.

B COORDINATE POWER FEEDS, LOCATIONS, AND WIRING HARNESS

CONFIGURATION WITH FURNITURE VENDOR SHOP DRAWINGS
PRIOR TO ROUGH-IN.

C VERIFY MOUNTING HEIGHTS OF ALL DEVICES WITH
ARCHITECTURAL ELEVATIONS PRIOR TO ROUGH-IN.

D MAINTAIN WORKING CLEARANCE IN FRONT OF ELECTRICAL
EQUIPMENT PER CEC 110.26.

E IF ANY EXPOSED CONDUIT IS REQUIRED, CONTRACTOR AND
SUBCONTRACTORS TO COORDINATE WITH FURNITURE DRAWINGS.

NO EXPOSED CONDUIT TO BE INSTALLED ON WALLS WITH WALL

MOUNTED FURNISHINGS AND ACCESSORIES (FLAT SCREENS,
MARKERBOARDS, TACKBOARDS, ARTWORK, ETC.)
E5.1 SCALE: 1/4" = 1'-0"
1 ENLARGED ELECTRICAL PLAN

Page 368 of 380 ends

L L1 K K1 J1 J H I G F E C B A1 A
A11
11 10
9 8
7 6
5 4
3 2
1 IA1 IA1 IA1 IA1 IA1 IA1
IA1
IA1 IA1 IA1 IA1
IA1 IA1
D
IA2-8 IA2-8
IA2-8
IA2-1
IA2-1
IA2-2
IA2-1
IA2-1
IA2-1
IA2-8 IA2-8 IA2-8
X
0' 4' 8' 16' 32'
Scale: 1/8" = 1'-0" (1:96)
Exp. 03/31/27
No. E 21090
A N

T O N N A T H A N
S
O N
L A

EC T R I C
L E
REE

REGISTERED PROFESSIONAL
ENGIN

STATE OF CALIFORNIA
5473 KEARNY VILLA RD, STE 200, SAN DIEGO, CA 92123
www.ELENConsulting.com
PROJECT NUMBER:

SHEET TITLE:

NOT FOR

CONSTRUCTION
PROJECT:
9640 GRANITE RIDGE DR, SUITE 130
SAN DIEGO, CA 92123
619.698.9177 | www.coargroup.com
SHEET NUMBER:

DESCRIPTION: DATE:
100% DESIGN

DEVELOPMENT
4/29/25
005-162

NOT FOR CONSTRUCTION

LIGHITNG FLOOR

PLAN - AREA A
240903
E5.3

EMBELLECE EL CENTRO

TOWN SQUARE

CITY OF EL CENTRO
679 MAIN STREET, EL
CENTRO, CA 92243
E5.3 SCALE: 1/8" = 1'-0"
1 LIGHITNG FLOOR PLAN - AREA A

GENERAL NOTES - LIGHTING

A CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO THE START OF WORK.

C ELECTRICAL CONTRACTOR TO PROVIDE LIGHTING CONTROL

MANUFACTURER'S SHOP DRAWINGS INDICATING DEVICE TYPES,

LOCATIONS, AND CONNECTIONS FOR REVIEW AND APPROVAL
PRIOR TO PROCUREMENT.

E VERIFY ALL FINISHES AND MOUNTING WITH ARCHITECT PRIOR TO PROCUREMENT.

SHEET KEYNOTES

Page 369 of 380 ends

J
R Q
P N M L L1 K K1
A11
11 10
9 8
7 6
5 4
3 2
1 IA1 IA1 IA1
IA1 IA1
IA1 IA1
IA2-3 IA2-1
IA2-1
IA2-1
IA2-1
IA2-2
IA2-1
IA2-1
IA2-1
IA1 IA1 IA1 IA1 IA1 IA1 IA1 IA1
SS1
IA1 IA1 IA1 IA1 IA1 IA1 IA1 IA1
SS1
X
X
0' 4' 8' 16' 32'
Scale: 1/8" = 1'-0" (1:96)
Exp. 03/31/27
No. E 21090
A N

T O N N A T H A N
S
O N
L A

EC T R I C
L E
REE

REGISTERED PROFESSIONAL
ENGIN

STATE OF CALIFORNIA
5473 KEARNY VILLA RD, STE 200, SAN DIEGO, CA 92123
www.ELENConsulting.com
PROJECT NUMBER:

SHEET TITLE:

NOT FOR

CONSTRUCTION
PROJECT:
9640 GRANITE RIDGE DR, SUITE 130
SAN DIEGO, CA 92123
619.698.9177 | www.coargroup.com
SHEET NUMBER:

DESCRIPTION: DATE:
100% DESIGN

DEVELOPMENT
4/29/25
005-162

NOT FOR CONSTRUCTION

LIGHITNG FLOOR

PLAN - AREA B
240903
E5.4

EMBELLECE EL CENTRO

TOWN SQUARE

CITY OF EL CENTRO
679 MAIN STREET, EL
CENTRO, CA 92243
E5.4 SCALE: 1/8" = 1'-0"
1 LIGHITNG FLOOR PLAN -ARAEA B

GENERAL NOTES - LIGHTING

A CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO THE START OF WORK.

C ELECTRICAL CONTRACTOR TO PROVIDE LIGHTING CONTROL

MANUFACTURER'S SHOP DRAWINGS INDICATING DEVICE TYPES,

LOCATIONS, AND CONNECTIONS FOR REVIEW AND APPROVAL
PRIOR TO PROCUREMENT.

E VERIFY ALL FINISHES AND MOUNTING WITH ARCHITECT PRIOR TO PROCUREMENT.

SHEET KEYNOTES
E5.4 SCALE: 1" = 10'-0"
2 ELECTRICAL LIGHTING PLAN - GATEWAY MONUMENT SIGNAGE

Page 370 of 380 ends

Exp. 03/31/27
No. E 21090
A N

T O N N A T H A N
S
O N
L A

EC T R I C
L E
REE

REGISTERED PROFESSIONAL
ENGIN

STATE OF CALIFORNIA
5473 KEARNY VILLA RD, STE 200, SAN DIEGO, CA 92123
www.ELENConsulting.com
PROJECT NUMBER:

SHEET TITLE:

NOT FOR

CONSTRUCTION
PROJECT:
9640 GRANITE RIDGE DR, SUITE 130
SAN DIEGO, CA 92123
619.698.9177 | www.coargroup.com
SHEET NUMBER:

DESCRIPTION: DATE:
100% DESIGN

DEVELOPMENT
4/29/25
005-162

NOT FOR CONSTRUCTION

ELECTRICAL

DETAILS
240903
E6.1

EMBELLECE EL CENTRO

TOWN SQUARE

CITY OF EL CENTRO
679 MAIN STREET, EL
CENTRO, CA 92243

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Exp. 03/31/27
No. E 21090
A N

T O N N A T H A N
S
O N
L A

EC T R I C
L E
REE

REGISTERED PROFESSIONAL
ENGIN

STATE OF CALIFORNIA
5473 KEARNY VILLA RD, STE 200, SAN DIEGO, CA 92123
www.ELENConsulting.com
PROJECT NUMBER:

SHEET TITLE:

NOT FOR

CONSTRUCTION
PROJECT:
9640 GRANITE RIDGE DR, SUITE 130
SAN DIEGO, CA 92123
619.698.9177 | www.coargroup.com
SHEET NUMBER:

DESCRIPTION: DATE:
100% DESIGN

DEVELOPMENT
4/29/25
005-162

NOT FOR CONSTRUCTION

PHOTOMETRICS
240903
E7.1

EMBELLECE EL CENTRO

TOWN SQUARE

CITY OF EL CENTRO
679 MAIN STREET, EL
CENTRO, CA 92243

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City Council of the City of El Centro
1275 W. Main Street
El Centro, CA 92243

SUBMITTED
ACTION ITEM (ID # 2025-159)
Item: 14.

Meeting: 6/3/2025 3:30 PM
Department: City Clerk
Category: Action Item
Prepared by: Norma Wyles, City Clerk
Department Head: Sonia Carter
DOC ID: 2025-159
Discussion and any necessary action regarding the appointments to the Personnel Appeals Board to fill three (3) scheduled vacancies.

CITY MANAGER'S RECOMMENDATION:

Mayor's Recommendation: Approve three (3) appointments to the Personnel Appeals Board with terms ending April 15, 2029.

FISCAL IMPACT:

None
STRATEGIC PLANNING PROGRAM 2022-2027 RELATION:

City Beautification, Engagement & Civic Pride
DUE DILIGENCE CHECK FOR CONTRACTORS/CONSULTANTS: DID THE

DEPARTMENT VERIFY CURRENT EL CENTRO BUSINESS LICENSE,
CONTRACTOR'S LICENSE, REFERENCE CHECKS, INSURANCE, ETC.:

None
BACKGROUND:

DISCUSSION:

CONCLUSION:

ATTACHMENTS:

1. Memo

2. Jerrod Sweet_Redacted

3. Rosalind P. Guerrero_Redacted

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M E M O R A N D U M
TO: Sonia Carter, Mayor & City Council
FROM: Norma Wyles, City Clerk
RE: Personnel Appeals Board Vacancies
DATE: May 20, 2025
PERSONNEL APPEALS BOARD:

There are three (3) scheduled vacancies with new term expiring on April 15, 2029.

The following individual would like to be considered for re-appointment to this board:

1. Angie Peña

2. Elizabeth Cardenas
The following individuals would like to be considered for appointment:

1. Rosalind P. Guerrero

2. Jerrod Sweet

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Education Background:

C'enb.\ Union High.

C \asses O TVC
� 1
+a '.Develop Sk'i\ls
Please list any special skills, civic or community involvement or memberships, interests, past El Centro Citizen Commissions you have served on, etc: (Use additional pages, if you desire.) MGM� '::t1ea.rs �o-l-h bM:Llcrz. r;:) Nel,.,.,) bcsi:o➔ J>nt"2= :CNS bek""41or-. Cc::-10kr (€.l CebHb ti C'AJeg,.'co) Additional comments: (Use addttional pages, if you desire) Please list three local references:

1. 1?a.�"' Gonzg..Les

2. :r�se -h-1.on-ha.no

3. Q{cu,d,"' c�veng.

NO NEGATIVE NOTIFICATION WILL BE MADE, AS VACANCIES ON COMMISSIONS ARE NOT PREDICTABLE AND THE CITY COUNCIL WOULD LIKE TO BE ABLE TO KEEP YOUR APPLICATION ON FILE FOR CONSIDERATION IN THE FUTURE. YOUR APPLICATION WILL BE RETAINED ON FILE FOR TWO (2) YEARS.

I am willing to fulfill all requirements of a Citizen Commissioner or Board Member. • I am willing to file financial disclosure statement (Form 700) a public record, as required by the State and the City's Conflict of Interest Code.
• I am willing to attend/complete the required two hours of State mandated Ethics training every two years. • I understand continued absences or failure to file a Statement of Economic Interest may be grounds for dismissal/automatic removal from office (Sec. 2-3, Code of the City of El Centro).

I hereby certify under penalty of disqualification and termination that I agree to all requirements mentioned above, and have provided correct and truthful information on this application.

Signatu� - Date:

PLEASE NOTE: Any information appearing on this application will be of public record and your application may appear on the City of El Centro website (Internet). If you do not wish for your application to be placed on the website (internet), please notify the City Clerk's Office.

Please return this application along with any supplemental sheets to the Office of the City Clerk, City Hall, 1275 Main Street, El Centro, CA 92243. Any questions, related to the application, please contact City Clerk's Office at 760-337-4515.

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El Centro City CouncilJune 3, 2025

El Centro City Council
June 3, 2025