Montebello City Council
August 14, 2024

8 the equal employment opportunity requirements of Executive Order 11246, as amended, and 29 CFR part 30.
c. Apprentices and Trainees (programs of the U.S. DOT).

Apprentices and trainees working under apprenticeship and skill training programs which have been certified by the Secretary of Transportation as promoting EEO in connection with Federal-aid highway construction programs are not
subject to the requirements of paragraph 4 of this Section IV. 23 CFR 230.111(e)(2). The straight time hourly wage rates for apprentices and trainees under such programs will be
established by the particular programs. The ratio of
apprentices and trainees to journeyworkers shall not be greater than permitted by the terms of the particular program.

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 as provided in 29 CFR 5.5.

6. Subcontracts. The contractor or subcontractor must insert FHWA-1273 in any subcontracts, along with the applicable wage determination(s) and such other clauses or contract modifications as the contracting agency may by appropriate instructions require, and a clause requiring the subcontractors to include these clauses and wage determination(s) in any lower tier subcontracts. The prime contractor is responsible for the compliance by any subcontractor or lower tier
subcontractor with all the contract clauses in this section. In the event of any violations of these clauses, the prime contractor and any subcontractor(s) responsible will be liable for any unpaid wages and monetary relief, including interest from the date of the underpayment or loss, due to any workers of lower-tier subcontractors, and may be subject to debarment, as appropriate. 29 CFR 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 DavisBacon and Related Acts contained in 29 CFR parts 1, 3, and 5 are herein incorporated by reference in this contract as provided in 29 CFR 5.5.

9. Disputes concerning labor standards. As provided in 29 CFR 5.5, 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 the contracting agency, the U.S. Department of Labor, or the employees or their
representatives.

10. Certification of eligibility. a. By entering into this contract, the contractor certifies that neither it 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 40 U.S.C. 3144(b) or § 5.12(a).
b. No part of this contract shall be subcontracted to any person or firm ineligible for award of a Government contract by virtue of 40 U.S.C. 3144(b) or § 5.12(a).
c. The penalty for making false statements is prescribed in the U.S. Code, Title 18 Crimes and Criminal Procedure, 18 U.S.C. 1001.

11. Anti-retaliation. It is unlawful for any person to discharge, demote, intimidate, threaten, restrain, coerce, blacklist, harass, or in any other manner discriminate against, or to cause any person to discharge, demote, intimidate, threaten, restrain, coerce, blacklist, harass, or in any other manner discriminate against, any worker or job applicant for:
a. Notifying any contractor of any conduct which the worker reasonably believes constitutes a violation of the DBA, Related Acts, this part, or 29 CFR part 1 or 3;
b. Filing any complaint, initiating or causing to be initiated any proceeding, or otherwise asserting or seeking to assert on behalf of themselves or others any right or protection under the DBA, Related Acts, this part, or 29 CFR part 1 or 3;
c. Cooperating in any investigation or other compliance action, or testifying in any proceeding under the DBA, Related Acts, this part, or 29 CFR part 1 or 3; or
d. Informing any other person about their rights under the DBA, Related Acts, this part, or 29 CFR part 1 or 3.

V. CONTRACT WORK HOURS AND SAFETY STANDARDS
ACT
Pursuant to 29 CFR 5.5(b), the following clauses apply to any Federal-aid construction contract in an amount in excess of $100,000 and subject to the overtime provisions of the
Contract Work Hours and Safety Standards Act. These
clauses shall be inserted in addition to the clauses required by 29 CFR 5.5(a) or 29 CFR 4.6. As used in this paragraph, the terms laborers and mechanics include watchpersons 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 hours in such workweek unless such laborer or mechanic receives compensation at a rate not less than one and one-half times the basic rate of pay for all hours worked in excess of forty hours in such workweek. 29 CFR

5.5. 2. Violation; liability for unpaid wages; liquidated damages. In the event of any violation of the clause set forth in paragraph 1. of this section the contractor and any
subcontractor responsible therefor shall be liable for the unpaid wages and interest from the date of the underpayment.

In addition, such 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

9 mechanic, including watchpersons and guards, employed in violation of the clause set forth in paragraph 1. of this section, in the sum currently provided in 29 CFR 5.5(b)(2)* for each calendar day on which such individual was required or
permitted to work in excess of the standard workweek of forty hours without payment of the overtime wages required by the clause set forth in paragraph 1. of this section.
* $31 as of January 15, 2023 (See 88 FR 88 FR 2210) as may be adjusted annually by the Department of Labor, pursuant to the Federal Civil Penalties Inflation Adjustment Act of 1990.

3. Withholding for unpaid wages and liquidated damages
a. Withholding process. The FHWA or the contracting
agency may, upon its own action, or must, upon written
request of an authorized representative of the Department of Labor, withhold or cause to be withheld from the contractor so much of the accrued payments or advances as may be
considered necessary to satisfy the liabilities of the prime contractor or any subcontractor for any unpaid wages;
monetary relief, including interest; and liquidated damages required by the clauses set forth in this section on this contract, any other Federal contract with the same prime contractor, or any other federally assisted contract subject to the Contract Work Hours and Safety Standards Act that is held by the same prime contractor (as defined in § 5.2). The necessary funds may be withheld from the contractor under this contract, any other Federal contract with the same prime contractor, or any other federally assisted contract that is subject to the Contract Work Hours and Safety Standards Act and is held by the same prime contractor, regardless of whether the other contract was awarded or assisted by the same agency, and such funds may be used to satisfy the
contractor liability for which the funds were withheld. b. Priority to withheld funds. The Department has priority to funds withheld or to be withheld in accordance with Section IV paragraph 2.a. or paragraph 3.a. of this section, or both, over claims to those funds by:
(1) A contractor's surety(ies), including without limitation performance bond sureties and payment bond sureties;
(2) A contracting agency for its reprocurement costs;
(3) A trustee(s) (either a court-appointed trustee or a U.S. trustee, or both) in bankruptcy of a contractor, or a contractor's bankruptcy estate;
(4) A contractor's assignee(s);
(5) A contractor's successor(s); or
(6) A claim asserted under the Prompt Payment Act, 31
U.S.C. 3901–3907.

4. Subcontracts. The contractor or subcontractor must insert in any subcontracts the clauses set forth in paragraphs 1. through 5. of this section and a clause requiring the
subcontractors to include these clauses in any lower tier subcontracts. The prime contractor is responsible for
compliance by any subcontractor or lower tier subcontractor with the clauses set forth in paragraphs 1. through 5. In the event of any violations of these clauses, the prime contractor and any subcontractor(s) responsible will be liable for any unpaid wages and monetary relief, including interest from the date of the underpayment or loss, due to any workers of lowertier subcontractors, and associated liquidated damages and may be subject to debarment, as appropriate.

5. Anti-retaliation. It is unlawful for any person to discharge, demote, intimidate, threaten, restrain, coerce, blacklist, harass, or in any other manner discriminate against, or to cause any person to discharge, demote, intimidate, threaten, restrain, coerce, blacklist, harass, or in any other manner discriminate against, any worker or job applicant for:
a. Notifying any contractor of any conduct which the worker reasonably believes constitutes a violation of the Contract Work Hours and Safety Standards Act (CWHSSA) or its
implementing regulations in this part;
b. Filing any complaint, initiating or causing to be initiated any proceeding, or otherwise asserting or seeking to assert on behalf of themselves or others any right or protection under CWHSSA or this part;
c. Cooperating in any investigation or other compliance action, or testifying in any proceeding under CWHSSA or this part; or
d. Informing any other person about their rights under
CWHSSA or this part.

VI. SUBLETTING OR ASSIGNING THE CONTRACT
This provision is applicable to all Federal-aid construction contracts on the National Highway System pursuant to 23 CFR 635.116.

1. The contractor shall perform with its own organization contract work amounting to not less than 30 percent (or a greater percentage if specified elsewhere in the contract) of the total original contract price, excluding any specialty items designated by the contracting agency. Specialty items may be performed by subcontract and the amount of any such
specialty items performed may be deducted from the total original contract price before computing the amount of work required to be performed by the contractor's own organization (23 CFR 635.116).
a. The term “perform work with its own organization” in paragraph 1 of Section VI refers to workers employed or leased by the prime contractor, and equipment owned or
rented by the prime contractor, with or without operators.

Such term does not include employees or equipment of a
subcontractor or lower tier subcontractor, agents of the prime contractor, or any other assignees. The term may include payments for the costs of hiring leased employees from an employee leasing firm meeting all relevant Federal and State regulatory requirements. Leased employees may only be
included in this term if the prime contractor meets all of the following conditions: (based on longstanding interpretation) (1) the prime contractor maintains control over the
supervision of the day-to-day activities of the leased
employees;
(2) the prime contractor remains responsible for the quality of the work of the leased employees;

10 (3) the prime contractor retains all power to accept or exclude individual employees from work on the project; and (4) the prime contractor remains ultimately responsible for the payment of predetermined minimum wages, the
submission of payrolls, statements of compliance and all other Federal regulatory requirements.
b. "Specialty Items" shall be construed to be limited to work that requires highly specialized knowledge, abilities, or equipment not ordinarily available in the type of contracting organizations qualified and expected to bid or propose on the contract as a whole and in general are to be limited to minor components of the overall contract. 23 CFR 635.102.

2. Pursuant to 23 CFR 635.116(a), the contract amount upon which the requirements set forth in paragraph (1) of Section VI is computed includes the cost of material and manufactured products which are to be purchased or produced by the
contractor under the contract provisions.

3. Pursuant to 23 CFR 635.116(c), the contractor shall furnish (a) a competent superintendent or supervisor who is employed by the firm, has full authority to direct performance of the work in accordance with the contract requirements, and is in charge of all construction operations (regardless of who performs the work) and (b) such other of its own organizational resources (supervision, management, and engineering services) as the contracting officer determines is necessary to assure the performance of the contract.

4. No portion of the contract shall be sublet, assigned or otherwise disposed of except with the written consent of the contracting officer, or authorized representative, and such consent when given shall not be construed to relieve the contractor of any responsibility for the fulfillment of the contract. Written consent will be given only after the
contracting agency has assured that each subcontract is evidenced in writing and that it contains all pertinent provisions and requirements of the prime contract. (based on longstanding interpretation of 23 CFR 635.116).

5. The 30-percent self-performance requirement of paragraph (1) is not applicable to design-build contracts; however, contracting agencies may establish their own self-performance requirements. 23 CFR 635.116(d).

VII. SAFETY: ACCIDENT PREVENTION
This provision is applicable to all Federal-aid construction contracts and to all related subcontracts.

1. In the performance of this contract the contractor shall comply with all applicable Federal, State, and local laws governing safety, health, and sanitation (23 CFR Part 635).

The contractor shall provide all safeguards, safety devices and protective equipment and take any other needed actions as it determines, or as the contracting officer may determine, to be reasonably necessary to protect the life and health of
employees on the job and the safety of the public and to protect property in connection with the performance of the work covered by the contract. 23 CFR 635.108.

2. It is a condition of this contract, and shall be made a condition of each subcontract, which the contractor enters into pursuant to this contract, that the contractor and any
subcontractor shall not permit any employee, in performance of the contract, to work in surroundings or under conditions which are unsanitary, hazardous or dangerous to his/her health or safety, as determined under construction safety and health standards (29 CFR Part 1926) promulgated by the
Secretary of Labor, in accordance with Section 107 of the Contract Work Hours and Safety Standards Act (40 U.S.C. 3704). 29 CFR 1926.10.

3. Pursuant to 29 CFR 1926.3, it is a condition of this contract that the Secretary of Labor or authorized representative thereof, shall have right of entry to any site of contract performance to inspect or investigate the matter of compliance with the construction safety and health standards and to carry out the duties of the Secretary under Section 107 of the Contract Work Hours and Safety Standards Act (40 U.S.C. 3704).

VIII. FALSE STATEMENTS CONCERNING HIGHWAY

PROJECTS
This provision is applicable to all Federal-aid construction contracts and to all related subcontracts.

In order to assure high quality and durable construction in conformity with approved plans and specifications and a high degree of reliability on statements and representations made by engineers, contractors, suppliers, and workers on Federalaid highway projects, it is essential that all persons concerned with the project perform their functions as carefully, thoroughly, and honestly as possible. Willful falsification, distortion, or misrepresentation with respect to any facts related to the project is a violation of Federal law. To prevent any
misunderstanding regarding the seriousness of these and similar acts, Form FHWA-1022 shall be posted on each
Federal-aid highway project (23 CFR Part 635) in one or more places where it is readily available to all persons concerned with the project:
18 U.S.C. 1020 reads as follows:
"Whoever, being an officer, agent, or employee of the United States, or of any State or Territory, or whoever, whether a person, association, firm, or corporation, knowingly makes any false statement, false representation, or false report as to the character, quality, quantity, or cost of the material used or to be used, or the quantity or quality of the work performed or to be performed, or the cost thereof in connection with the submission of plans, maps, specifications, contracts, or costs of construction on any highway or related project submitted for approval to the Secretary of Transportation; or
Whoever knowingly makes any false statement, false
representation, false report or false claim with respect to the character, quality, quantity, or cost of any work performed or to be performed, or materials furnished or to be furnished, in connection with the construction of any highway or related project approved by the Secretary of Transportation; or Whoever knowingly makes any false statement or false
representation as to material fact in any statement, certificate, or report submitted pursuant to provisions of the Federal-aid Roads Act approved July 11, 1916, (39 Stat. 355), as
amended and supplemented;
Shall be fined under this title or imprisoned not more than 5 years or both."

11 IX. IMPLEMENTATION OF CLEAN AIR ACT AND FEDERAL
WATER POLLUTION CONTROL ACT (42 U.S.C. 7606; 2
CFR 200.88; EO 11738)
This provision is applicable to all Federal-aid construction contracts in excess of $150,000 and to all related
subcontracts. 48 CFR 2.101; 2 CFR 200.327.

By submission of this bid/proposal or the execution of this contract or subcontract, as appropriate, the bidder, proposer, Federal-aid construction contractor, subcontractor, supplier, or vendor agrees to comply with all applicable standards, orders or regulations issued pursuant to the Clean Air Act (42 U.S.C. 7401-7671q) and the Federal Water Pollution Control Act, as amended (33 U.S.C. 1251-1387). Violations must be reported to the Federal Highway Administration and the Regional Office of the Environmental Protection Agency. 2 CFR Part 200, Appendix II.

The contractor agrees to include or cause to be included the requirements of this Section in every subcontract, and further agrees to take such action as the contracting agency may direct as a means of enforcing such requirements. 2 CFR 200.327.

X. CERTIFICATION REGARDING DEBARMENT,

SUSPENSION, INELIGIBILITY AND VOLUNTARY

EXCLUSION
This provision is applicable to all Federal-aid construction contracts, design-build contracts, subcontracts, lower-tier subcontracts, purchase orders, lease agreements, consultant contracts or any other covered transaction requiring FHWA approval or that is estimated to cost $25,000 or more – as defined in 2 CFR Parts 180 and 1200. 2 CFR 180.220 and
1200.220.

1. Instructions for Certification – First Tier Participants:

a. By signing and submitting this proposal, the prospective first tier participant is providing the certification set out below. b. The inability of a person to provide the certification set out below will not necessarily result in denial of participation in this covered transaction. The prospective first tier participant shall submit an explanation of why it cannot provide the certification set out below. The certification or explanation will be considered in connection with the department or agency's determination whether to enter into this transaction. However, failure of the prospective first tier participant to furnish a certification or an explanation shall disqualify such a person from participation in this transaction. 2 CFR 180.320.
c. The certification in this clause is a material representation of fact upon which reliance was placed when the contracting agency determined to enter into this transaction. If it is later determined that the prospective participant knowingly rendered an erroneous certification, in addition to other remedies available to the Federal Government, the contracting agency may terminate this transaction for cause of default. 2 CFR 180.325.
d. The prospective first tier participant shall provide immediate written notice to the contracting agency to whom this proposal is submitted if any time the prospective first tier participant learns that its certification was erroneous when submitted or has become erroneous by reason of changed
circumstances. 2 CFR 180.345 and 180.350.
e. The terms "covered transaction," "debarred,"
"suspended," "ineligible," "participant," "person," "principal," and "voluntarily excluded," as used in this clause, are defined in 2 CFR Parts 180, Subpart I, 180.900-180.1020, and 1200. “First Tier Covered Transactions” refers to any covered transaction between a recipient or subrecipient of Federal funds and a participant (such as the prime or general contract). “Lower Tier Covered Transactions” refers to any covered transaction under a First Tier Covered Transaction (such as subcontracts). “First Tier Participant” refers to the participant who has entered into a covered transaction with a recipient or subrecipient of Federal funds (such as the prime or general contractor). “Lower Tier Participant” refers any participant who has entered into a covered transaction with a First Tier Participant or other Lower Tier Participants (such as
subcontractors and suppliers).
f. The prospective first tier participant agrees by submitting this proposal that, should the proposed covered transaction be entered into, it shall not knowingly enter into any lower tier covered transaction with a person who is debarred,
suspended, declared ineligible, or voluntarily excluded from participation in this covered transaction, unless authorized by the department or agency entering into this transaction. 2 CFR 180.330.
g. The prospective first tier participant further agrees by submitting this proposal that it will include the clause titled "Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion-Lower Tier Covered Transactions," provided by the department or contracting agency, entering into this covered transaction, without modification, in all lower tier covered transactions and in all solicitations for lower tier covered transactions exceeding the $25,000 threshold. 2 CFR 180.220 and 180.300.
h. A participant in a covered transaction may rely upon a certification of a prospective participant in a lower tier covered transaction that is not debarred, suspended, ineligible, or voluntarily excluded from the covered transaction, unless it knows that the certification is erroneous. 2 CFR 180.300; 180.320, and 180.325. A participant is responsible for
ensuring that its principals are not suspended, debarred, or otherwise ineligible to participate in covered transactions. 2 CFR 180.335. To verify the eligibility of its principals, as well as the eligibility of any lower tier prospective participants, each participant may, but is not required to, check the System for Award Management website (https://www.sam.gov/). 2 CFR
180.300, 180.320, and 180.325.
i. Nothing contained in the foregoing shall be construed to require the establishment of a system of records in order to render in good faith the certification required by this clause.

The knowledge and information of the prospective participant is not required to exceed that which is normally possessed by a prudent person in the ordinary course of business dealings. j. Except for transactions authorized under paragraph (f) of these instructions, if a participant in a covered transaction knowingly enters into a lower tier covered transaction with a person who is suspended, debarred, ineligible, or voluntarily excluded from participation in this transaction, in addition to other remedies available to the Federal Government, the department or agency may terminate this transaction for cause or default. 2 CFR 180.325.
* * * * *

12 2. Certification Regarding Debarment, Suspension,
Ineligibility and Voluntary Exclusion – First Tier
Participants:
a. The prospective first tier participant certifies to the best of its knowledge and belief, that it and its principals:
(1) Are not presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from participating in covered transactions by any Federal
department or agency, 2 CFR 180.335;.
(2) Have not within a three-year period preceding this
proposal been convicted of or had a civil judgment rendered against them for commission of fraud or a criminal offense in connection with obtaining, attempting to obtain, or performing a public (Federal, State, or local) transaction or contract under a public transaction; violation of Federal or State antitrust statutes or commission of embezzlement, theft, forgery, bribery, falsification or destruction of records, making false statements, or receiving stolen property, 2 CFR 180.800; (3) Are not presently indicted for or otherwise criminally or civilly charged by a governmental entity (Federal, State or local) with commission of any of the offenses enumerated in paragraph (a)(2) of this certification, 2 CFR 180.700 and 180.800; and
(4) Have not within a three-year period preceding this
application/proposal had one or more public transactions (Federal, State or local) terminated for cause or default. 2 CFR 180.335(d).
(5) Are not a corporation that has been convicted of a felony violation under any Federal law within the two-year period preceding this proposal (USDOT Order 4200.6 implementing appropriations act requirements); and
(6) Are not a corporation with any unpaid Federal tax liability that has been assessed, for which all judicial and
administrative remedies have been exhausted, or have lapsed, and that is not being paid in a timely manner pursuant to an agreement with the authority responsible for collecting the tax liability (USDOT Order 4200.6 implementing appropriations act requirements).
b. Where the prospective participant is unable to certify to any of the statements in this certification, such prospective participant should attach an explanation to this proposal. 2 CFR 180.335 and 180.340.
* * * * *

3. Instructions for Certification - Lower Tier Participants:
(Applicable to all subcontracts, purchase orders, and other lower tier transactions requiring prior FHWA approval or estimated to cost $25,000 or more - 2 CFR Parts 180 and 1200). 2 CFR 180.220 and 1200.220.
a. By signing and submitting this proposal, the prospective lower tier participant is providing the certification set out below. b. The certification in this clause is a material representation of fact upon which reliance was placed when this transaction was entered into. If it is later determined that the prospective lower tier participant knowingly rendered an erroneous
certification, in addition to other remedies available to the Federal Government, the department, or agency with which this transaction originated may pursue available remedies, including suspension and/or debarment.
c. The prospective lower tier participant shall provide immediate written notice to the person to which this proposal is submitted if at any time the prospective lower tier participant learns that its certification was erroneous by reason of changed circumstances. 2 CFR 180.365.
d. The terms "covered transaction," "debarred,"
"suspended," "ineligible," "participant," "person," "principal," and "voluntarily excluded," as used in this clause, are defined in 2 CFR Parts 180, Subpart I, 180.900 – 180.1020, and 1200.

You may contact the person to which this proposal is
submitted for assistance in obtaining a copy of those
regulations. “First Tier Covered Transactions” refers to any covered transaction between a recipient or subrecipient of Federal funds and a participant (such as the prime or general contract). “Lower Tier Covered Transactions” refers to any covered transaction under a First Tier Covered Transaction (such as subcontracts). “First Tier Participant” refers to the participant who has entered into a covered transaction with a recipient or subrecipient of Federal funds (such as the prime or general contractor). “Lower Tier Participant” refers any participant who has entered into a covered transaction with a First Tier Participant or other Lower Tier Participants (such as subcontractors and suppliers).
e. The prospective lower tier participant agrees by
submitting this proposal that, should the proposed covered transaction be entered into, it shall not knowingly enter into any lower tier covered transaction with a person who is debarred, suspended, declared ineligible, or voluntarily excluded from participation in this covered transaction, unless authorized by the department or agency with which this
transaction originated. 2 CFR 1200.220 and 1200.332.
f. The prospective lower tier participant further agrees by submitting this proposal that it will include this clause titled "Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion-Lower Tier Covered Transaction," without modification, in all lower tier covered transactions and in all solicitations for lower tier covered transactions exceeding the $25,000 threshold. 2 CFR 180.220 and 1200.220.
g. A participant in a covered transaction may rely upon a certification of a prospective participant in a lower tier covered transaction that is not debarred, suspended, ineligible, or voluntarily excluded from the covered transaction, unless it knows that the certification is erroneous. A participant is responsible for ensuring that its principals are not suspended, debarred, or otherwise ineligible to participate in covered transactions. To verify the eligibility of its principals, as well as the eligibility of any lower tier prospective participants, each participant may, but is not required to, check the System for Award Management website (https://www.sam.gov/), which is compiled by the General Services Administration. 2 CFR
180.300, 180.320, 180.330, and 180.335.
h. Nothing contained in the foregoing shall be construed to require establishment of a system of records in order to render in good faith the certification required by this clause. The knowledge and information of participant is not required to exceed that which is normally possessed by a prudent person in the ordinary course of business dealings.
i. Except for transactions authorized under paragraph e of these instructions, if a participant in a covered transaction knowingly enters into a lower tier covered transaction with a person who is suspended, debarred, ineligible, or voluntarily

13 excluded from participation in this transaction, in addition to other remedies available to the Federal Government, the department or agency with which this transaction originated may pursue available remedies, including suspension and/or debarment. 2 CFR 180.325.
* * * * *

4. Certification Regarding Debarment, Suspension,
Ineligibility and Voluntary Exclusion--Lower Tier
Participants:
a. The prospective lower tier participant certifies, by submission of this proposal, that neither it nor its principals:
(1) is presently debarred, suspended, proposed for
debarment, declared ineligible, or voluntarily excluded from participating in covered transactions by any Federal
department or agency, 2 CFR 180.355;
(2) is a corporation that has been convicted of a felony violation under any Federal law within the two-year period preceding this proposal (USDOT Order 4200.6 implementing appropriations act requirements); and
(3) is a corporation with any unpaid Federal tax liability that has been assessed, for which all judicial and administrative remedies have been exhausted, or have lapsed, and that is not being paid in a timely manner pursuant to an agreement with the authority responsible for collecting the tax liability. (USDOT Order 4200.6 implementing appropriations act
requirements)
b. Where the prospective lower tier participant is unable to certify to any of the statements in this certification, such prospective participant should attach an explanation to this proposal.
* * * * *
XI. CERTIFICATION REGARDING USE OF CONTRACT

FUNDS FOR LOBBYING
This provision is applicable to all Federal-aid construction contracts and to all related subcontracts which exceed
$100,000. 49 CFR Part 20, App. A.

1. The prospective participant certifies, by signing and submitting this bid or proposal, to the best of his or her knowledge and belief, that:
a. No Federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to any person for influencing or attempting to influence an officer or employee of any Federal 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 Federal 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, the undersigned shall complete and submit Standard Form-LLL, "Disclosure Form to Report
Lobbying," in accordance with its instructions.

2. 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 31 U.S.C. 1352. Any person who fails to file the required
certification shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure.

3. The prospective participant also agrees by submitting its bid or proposal that the participant shall require that the language of this certification be included in all lower tier subcontracts, which exceed $100,000 and that all such
recipients shall certify and disclose accordingly.

XII. USE OF UNITED STATES-FLAG VESSELS:

This provision is applicable to all Federal-aid construction contracts, design-build contracts, subcontracts, lower-tier subcontracts, purchase orders, lease agreements, or any other covered transaction. 46 CFR Part 381.

This requirement applies to material or equipment that is acquired for a specific Federal-aid highway project. 46 CFR 381.7. It is not applicable to goods or materials that come into inventories independent of an FHWA funded-contract.

When oceanic shipments (or shipments across the Great
Lakes) are necessary for materials or equipment acquired for a specific Federal-aid construction project, the bidder, proposer, contractor, subcontractor, or vendor agrees:

1. To utilize privately owned United States-flag commercial vessels to ship at least 50 percent of the gross tonnage (computed separately for dry bulk carriers, dry cargo liners, and tankers) involved, whenever shipping any equipment, material, or commodities pursuant to this contract, to the extent such vessels are available at fair and reasonable rates for United States-flag commercial vessels. 46 CFR 381.7.

2. To furnish within 20 days following the date of loading for shipments originating within the United States or within 30 working days following the date of loading for shipments originating outside the United States, a legible copy of a rated, ‘on-board’ commercial ocean bill-of-lading in English for each shipment of cargo described in paragraph (b)(1) of this section to both the Contracting Officer (through the prime contractor in the case of subcontractor bills-of-lading) and to the Office of Cargo and Commercial Sealift (MAR-620), Maritime
Administration, Washington, DC 20590. (MARAD requires
copies of the ocean carrier's (master) bills of lading, certified onboard, dated, with rates and charges. These bills of lading may contain business sensitive information and therefore may be submitted directly to MARAD by the Ocean Transportation Intermediary on behalf of the contractor). 46 CFR 381.7.

14 ATTACHMENT A - EMPLOYMENT AND MATERIALS

PREFERENCE FOR APPALACHIAN DEVELOPMENT

HIGHWAY SYSTEM OR APPALACHIAN LOCAL ACCESS
ROAD CONTRACTS (23 CFR 633, Subpart B, Appendix B)
This provision is applicable to all Federal-aid projects funded under the Appalachian Regional Development Act of 1965.

1. During the performance of this contract, the contractor undertaking to do work which is, or reasonably may be, done as on-site work, shall give preference to qualified persons who regularly reside in the labor area as designated by the DOL wherein the contract work is situated, or the subregion, or the Appalachian counties of the State wherein the contract work is situated, except:
a. To the extent that qualified persons regularly residing in the area are not available.
b. For the reasonable needs of the contractor to employ supervisory or specially experienced personnel necessary to assure an efficient execution of the contract work.
c. For the obligation of the contractor to offer employment to present or former employees as the result of a lawful collective bargaining contract, provided that the number of nonresident persons employed under this subparagraph (1c) shall not exceed 20 percent of the total number of employees employed by the contractor on the contract work, except as provided in subparagraph (4) below.

2. The contractor shall place a job order with the State Employment Service indicating (a) the classifications of the laborers, mechanics and other employees required to perform the contract work, (b) the number of employees required in each classification, (c) the date on which the participant estimates such employees will be required, and (d) any other pertinent information required by the State Employment
Service to complete the job order form. The job order may be placed with the State Employment Service in writing or by telephone. If during the course of the contract work, the information submitted by the contractor in the original job order is substantially modified, the participant shall promptly notify the State Employment Service.

3. The contractor shall give full consideration to all qualified job applicants referred to him by the State Employment
Service. The contractor is not required to grant employment to any job applicants who, in his opinion, are not qualified to perform the classification of work required.

4. If, within one week following the placing of a job order by the contractor with the State Employment Service, the State Employment Service is unable to refer any qualified job applicants to the contractor, or less than the number
requested, the State Employment Service will forward a
certificate to the contractor indicating the unavailability of applicants. Such certificate shall be made a part of the contractor's permanent project records. Upon receipt of this certificate, the contractor may employ persons who do not normally reside in the labor area to fill positions covered by the certificate, notwithstanding the provisions of subparagraph (1c) above.

5. The provisions of 23 CFR 633.207(e) allow the
contracting agency to provide a contractual preference for the use of mineral resource materials native to the Appalachian region.

6. The contractor shall include the provisions of Sections 1 through 4 of this Attachment A in every subcontract for work which is, or reasonably may be, done as on-site work.

BID ITEMS (ITEM 1 THRU 14)

VARIOUS INTERSECTIONS IMPROVEMENTS
ITEM NO. BID ITEM DESCRIPTION ESTIMATED

QUANTITY UNIT UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL 1 Mobilization/ Demobilization (Not to exceed 3% of total of all other prime contract Bid Items) 1 LS $75,000.00 $75,000.00 $25,000.00 $25,000.00 $30,927.00 $30,927.00 $190,000.00 $190,000.00 $40,000.00 $40,000.00 2 Provide Traffic Control Plans Prepared by a CE or TE to be approved by the City and Implemented By the Contractor
During Construction
1 LS $85,000.00 $85,000.00 $35,000.00 $35,000.00 $3,900.00 $3,900.00 $48,000.00 $48,000.00 $44,234.00 $44,234.00 3 Sawcut and Remove Existing Concrete Curb Ramp 6 EA $15,000.00 $90,000.00 $6,310.00 $37,860.00 $3,199.08 $19,194.48 $4,500.00 $27,000.00 $10,075.00 $60,450.00 4 Remove and Salvage Existing Signs and Post 6 EA $1,000.00 $6,000.00 $154.00 $924.00 $240.00 $1,440.00 $290.00 $1,740.00 $302.00 $1,812.00 5 Remove and Salvage Existing Sign 4 EA $400.00 $1,600.00 $110.00 $440.00 $85.00 $340.00 $102.00 $408.00 $107.00 $428.00 6 Construct Concrete Curb Ramp 6 EA $16,000.00 $96,000.00 $13,060.00 $78,360.00 $8,347.08 $50,082.48 $11,000.00 $66,000.00 $22,668.00 $136,008.00 7 Install New Sign 21 EA $1,000.00 $21,000.00 $650.00 $13,650.00 $585.00 $12,285.00 $540.00 $11,340.00 $567.00 $11,907.00 8 Coordination with Redflex to Upgrade and Modify the RedLight Cameras for the Intersection of Garfield Avenue and Via Campo
1 LS $60,000.00 $60,000.00 $48,525.00 $48,525.00 $5,850.00 $5,850.00 $8,000.00 $8,000.00 $1,083.00 $1,083.00 9 Furnish and Install Traffic Signal System Upgrade for the Intersection of Garfield Avenue and Whittier Boulevard 1 LS $450,000.00 $450,000.00 $298,796.00 $298,796.00 $359,160.30 $359,160.30 $391,000.00 $391,000.00 $407,513.00 $407,513.00 10 Furnish and Install Traffic Signal System Upgrade for the Intersection of Garfield Avenue and Via Campo 1 LS $325,000.00 $325,000.00 $255,255.00 $255,255.00 $310,219.16 $310,219.16 $320,273.00 $320,273.00 $358,966.00 $358,966.00 11 Furnish and Install Traffic Signal System Upgrade for the Intersection of Via Campo and Findlay Avenue 1 LS $315,000.00 $315,000.00 $205,985.00 $205,985.00 $293,118.62 $293,118.62 $234,000.00 $234,000.00 $288,555.00 $288,555.00 12 Install Public Improvement Project Signs 6 EA $2,500.00 $15,000.00 $2,830.00 $16,980.00 $3,003.00 $18,018.00 $750.00 $4,500.00 $2,298.00 $13,788.00 13 Install Handrail Barricade with New Signs 4 EA $1,200.00 $4,800.00 $1,775.00 $7,100.00 $1,566.50 $6,266.00 $1,950.00 $7,800.00 $2,015.00 $8,060.00 14 Traffic Signing, Striping, Markings and Curb Painting 1 LS $50,000.00 $50,000.00 $23,760.00 $23,760.00 $23,790.00 $23,790.00 $22,000.00 $22,000.00 $23,046.00 $23,046.00 TOTAL BID $1,594,400.00 $1,047,635.00 $1,134,591.04 $1,332,061.00 $1,395,850.00 BID ITEMS (ITEM 1 THRU 14)

VARIOUS INTERSECTIONS IMPROVEMENTS
ITEM NO. BID ITEM DESCRIPTION ESTIMATED

QUANTITY UNIT UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL 1 Mobilization/ Demobilization (Not to exceed 3% of total of all other prime contract Bid Items) 1 LS $42,000.00 $42,000.00 $40,000.00 $40,000.00 $30,000.00 $30,000.00 $50,712.00 $50,712.00 $35,000.00 $35,000.00 2 Provide Traffic Control Plans Prepared by a CE or TE to be approved by the City and Implemented By the Contractor
During Construction
1 LS $11,000.00 $11,000.00 $51,304.00 $51,304.00 $48,300.00 $48,300.00 $46,585.00 $46,585.00 $70,000.00 $70,000.00 3 Sawcut and Remove Existing Concrete Curb Ramp 6 EA $5,246.00 $31,476.00 $8,611.16 $51,666.96 $7,000.00 $42,000.00 $9,818.00 $58,908.00 $12,000.00 $72,000.00 4 Remove and Salvage Existing Signs and Post 6 EA $143.00 $858.00 $2,467.83 $14,806.98 $175.00 $1,050.00 $295.00 $1,770.00 $200.00 $1,200.00 5 Remove and Salvage Existing Sign 4 EA $103.00 $412.00 $380.25 $1,521.00 $126.00 $504.00 $104.00 $416.00 $150.00 $600.00 6 Construct Concrete Curb Ramp 6 EA $11,493.00 $68,958.00 $16,940.00 $101,640.00 $19,600.00 $117,600.00 $22,090.00 $132,540.00 $22,000.00 $132,000.00 7 Install New Sign 21 EA $598.00 $12,558.00 $947.23 $19,891.83 $735.00 $15,435.00 $552.00 $11,592.00 $600.00 $12,600.00 8 Coordination with Redflex to Upgrade and Modify the RedLight Cameras for the Intersection of Garfield Avenue and Via Campo
1 LS $3,500.00 $3,500.00 $39,794.00 $39,794.00 $9,000.00 $9,000.00 $29,625.00 $29,625.00 $55,000.00 $55,000.00 9 Furnish and Install Traffic Signal System Upgrade for the Intersection of Garfield Avenue and Whittier Boulevard 1 LS $374,052.00 $374,052.00 $430,565.00 $430,565.00 $553,248.00 $553,248.00 $544,630.00 $544,630.00 $561,900.00 $561,900.00 10 Furnish and Install Traffic Signal System Upgrade for the Intersection of Garfield Avenue and Via Campo 1 LS $377,225.00 $377,225.00 $378,196.00 $378,196.00 $352,677.00 $352,677.00 $359,526.00 $359,526.00 $432,900.00 $432,900.00 11 Furnish and Install Traffic Signal System Upgrade for the Intersection of Via Campo and Findlay Avenue 1 LS $434,203.00 $434,203.00 $290,081.00 $290,081.00 $334,692.00 $334,692.00 $325,615.00 $325,615.00 $339,000.00 $339,000.00 12 Install Public Improvement Project Signs 6 EA $2,000.00 $12,000.00 $4,552.33 $27,313.98 $1,400.00 $8,400.00 $3,068.00 $18,408.00 $3,000.00 $18,000.00 13 Install Handrail Barricade with New Signs 4 EA $1,639.00 $6,556.00 $1,742.50 $6,970.00 $2,016.00 $8,064.00 $1,964.00 $7,856.00 $2,000.00 $8,000.00 14 Traffic Signing, Striping, Markings and Curb Painting 1 LS $21,997.00 $21,997.00 $23,390.00 $23,390.00 $27,064.00 $27,064.00 $22,458.00 $22,458.00 $21,500.00 $21,500.00 TOTAL BID $1,396,795.00 $1,477,140.75 $1,548,034.00 $1,610,641.00 $1,759,700.00 9TH LOW
DBX, INC.
5TH LOW
ELECNOR BELCO ELECTRIC.

INC..
6TH LOW

BAKER ELECTRIC & RENEWABLES,
LLC
7TH LOW
SERVITEK ELECTRIC, INC.
5TH LOW
INTERNATIONAL LINE BUILDERS, INC.
4TH LOW BIDDER
SELECT ELECTRIC, INC.

VARIOUS INTERSECTIONS IMPROVEMENTS
BID OPENING: 11:00 A.M., July 25, 2024

CITY ENGINEER

ESTIMATE

LOWEST BIDDER

CROSSTOWN ELECTRICAL & DATA
INC.
2ND LOW

ALFRADO COMMUNICATIONS
CONSTRUCTION, INC.
3RD LOW

PTM GENERAL ENGINEERING SERVICES
Attachment C - Bid Results

ITEM # 17

CITY OF MONTEBELLO

CITY COUNCIL AGENDA STAFF REPORT
TO: Honorable Mayor and City Council Members
FROM: Raul Alvarez, City Manager

BY: Cesar Roldan, Director
SUBJECT: APPROVE AWARD OF PROFESSIONAL SERVICES AGREEMENT NO. 4219 TO G2 CONSTRUCTION, INC. TO INSTALL FULL CAPTURE

STORM DRAIN TRASH DEVICES ON CITY-OWNED CATCH BASINS
DATE: August 14, 2024
RECOMMENDATIONS:

It is recommended that the City Council:

1. Approve by a four-fifths vote of the City Council the urgency fabrication and installation of Connector Pipe Screen (CPS) and Automatic Retractable Screen (ARS) units at thirteen locations per Municipal Code Section 3.20.050(D) - Conformance with bidding procedures (exceptions); and,

2. Award Professional Services Agreement No. 4219 to G2 Construction, Inc. to install thirteen catch basins with screen devices for stormwater quality protection for a not-to-exceed amount of $104,479; and,

3. Amend the Fiscal Year 2024-25 budget by increasing appropriations by $104,479 in the Measure W Fund, Account No.229-30-315-6040.55 (Measure W, Public Works, Stormwater, Water System Maintenance); and,

4. Authorize the City Manager to execute the Agreement on behalf of the City; and

5. Take such additional, related action that may be desirable.

FISCAL IMPACT:

The recommended action to approve Professional Services Agreement No. 4219 requires a budget amendment. Staff recommends amending the Fiscal Year 2024-25 budget by increasing appropriations by $104,479 in the Measure W Fund, Account No. 229-30-315-6040.55 (Measure W, Public Works, Stormwater, Water Systetm Maintenance). Cities receive direct funding via the Municipal Program proportional to the revenues generated within its boundaries. The Municipal Program is designed to

CITY COUNCIL AGENDA REPORT - MEETING OF AUGUST 14, 2024

maximize the ability of local governments to address local Stormwater and Urban Runoff challenges and opportunities.

The FY 2024-25 budget includes projected Measure W revenue of $900,000. There is sufficient fund balance in the Measure W fund for these additional appropriations required for the City to meet various EPA clean water requirements.

Projects and Programs are required to include a water quality benefit; multi-benefit projects and nature-based solutions are strongly encouraged. The funding can be used for eligible activities such as project development, design, construction, effectiveness monitoring, operations and maintenance (including operation and maintenance of projects built to comply with the latest adopted Municipal Separate Storm Sewer System (MS4) Permit. as well as for other programs and studies related to protecting and improving water quality in lakes, rivers and ocean.

BACKGROUND/DISCUSSION:

The Los Angeles County Flood Control District, County of Los Angeles, 85 incorporated cities within the coastal watersheds of Los Angeles County, Ventura County Watershed Protection District, the County of Ventura, and 10 incorporated cities within Ventura County must comply with Order No.R4-2021-0105, NPDES Permit No. CAS004004.

Specific to this report is the Total Maximum Daily Load (TMDL) establishing a maximum limit for a specific pollutant that can be discharged into a water body without causing it to become impaired.

On August 1, 2002, the US Environmental Protection Agency (EPA) approved the Trash TMDLs for both the Los Angeles River and Ballona Creek. TMDLs are the maximum amount of a pollutant that a water body can receive and still meet its water quality designation. The Trash TMDL requires 10% reduction per year on the discharge of trash to the Los Angeles River and Ballona Creek. The adopted TMDL document requires the first 20% reduction to be achieved by September 30, 2006, and 100% trash reduction to be achieved by September 30, 2015. Since the inception of the Trash TMDL, the City has failed to adequately address this compliance effort.

The United States Environmental Protection Agency for Region 9 (EPA) and the City of Montebello entered into an Administrative Order on Consent (AOC) on April 28, 2022, to assist the City in complying with its Municipal Separate Storm Sewer System (MS4) Permit. This action was meant to help the City achieve compliance with the Clean Water Act (CWA) by updating and retrofitting its trash capture systems to meet the Trash TMDL.

EPA followed up with a letter dated March 27, 2024 addressing the AOC and the City’s timetable for completion. The AOC required the City to identify the trash capture basins that need full capture devices including those that have partial or no trash capture devices. City staff, including the City Attorney’s Office, scheduled monthly meetings with EPA and Los Angeles Regional Water Quality Control Board staff to monitor progress.

The City and its environmental consultant inspected both the City’s catch basins and Los Angeles County’s catch basins in preparation of future work to measure, fabricate and install CPS and ARS units. The EPA’s attorney stated at the July 2024 meeting that there

CITY COUNCIL AGENDA REPORT - MEETING OF AUGUST 14, 2024

was insufficient action from the City with respect to the AOC compliance mandate. ARS units prevent trash and debris from entering a catch basin during dry weather and moderate storm flows by keeping the trash and debris in the street gutter for collection by street sweepers. CPS units prevent trash and debris from entering the storm drain system during dry weather and moderate storm flows by keeping the trash and debris inside the CB. Trash excluders are the preferred structural method to meet the TMDL requirements as set forth by the Los Angeles Regional Water Quality Control Board (RWQCB).

Staff contacted two vendors that perform this type of specialized work; G2 Construction, Inc. and Ocean-Blue. The City requested proposals to install a combination of both CPS and ARS units that capture and remove the discharge of debris into the Los Angeles River. Staff received only one proposal, from G2 Construction, Inc.

Staff recommends approval from the City Council for the urgency work and to forgo the regular procurement process per Municipal Code Section 3.20.050(D) - Conformance with bidding procedures, City Council Authorization:
"When the City Council, by a four-fifths vote, determines to dispense with such bidding and other procedures required by the above-mentioned sections in every individual instance upon a finding by the City Council that it would be impractical, useless, or uneconomical in such instance to follow the procedures, and that the welfare of the public would be promoted by dispensing with the same.” Given the recent determination by the EPA that the City was not progressing quickly enough to remedy the trash collection and diversion, Staff believes invoking the abovementioned exception to normal procurement processes is reasonable.

ENVIRONMENTAL:

N/A
ANALYSIS:

N/A
SUMMARY:

Staff recommends the City Council approve by a four-fifths vote the urgency fabrication and installation of Connector Pipe Screen (CPS) and Automatic Retractable Screen (ARS) units at thirteen locations per Municipal Code Section 3.20.050(D) - Conformance with bidding procedures (exceptions); and award Professional Services Agreement No. 4219 to G2 Construction, Inc. for a not-to-exceed amount of $104,479. Furthermore, it is necessary to amend the Fiscal Year 2024-25 budget by increasing appropriations by $104,479 in the Measure W Fund, Account No.229-30-315-6040.55 (Measure W, Public Works, Stormwater, Water System Maintenance).

CITY COUNCIL AGENDA REPORT - MEETING OF AUGUST 14, 2024

ATTACHMENT(S)

1. Attachment A - G2 Construction Inc. Agr. No. 4219

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AGREEMENT NO. 4219

CITY OF MONTEBELLO

STANDARD PUBLIC WORKS AGREEMENT
THIS STANDARD PUBLIC WORKS AGREEMENT (“AGREEMENT”) is made and entered into on August 14, 2024 (“Effective Date”) by and between the CITY OF MONTEBELLO, a California municipal corporation (the “CITY”) and G2 CONSTRUCTION, INC., a California corporation (“CONTRACTOR”). The CITY and CONTRACTOR are sometimes referred to herein individual as the “Party,” and jointly as the “Parties.”

RECITALS
WHEREAS, the CITY desires to retain a qualified professional contractor to provide work consisting of Storm Drain Trash Device Installations in City-Owned Catch Basins (“PROJECT”); and
WHEREAS, on August 14, 2024, the CITY’s City Council (“City Council”) accepted the bid of CONTRACTOR as the lowest responsible, responsive bid received and directed that a written contract be entered into with CONTRACTOR for the PROJECT; and WHEREAS, CONTRACTOR represents that it is fully qualified to perform such services by virtue of its experience and the training, education and expertise of its principals and employees.

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

SECTION 1. INCORPORATION OF RECITALS AND CONTRACT DOCUMENTS a. The above-referenced Recitals constitute a material part hereof and shall hereby be incorporated by reference. Moreover, the “CONTRACT DOCUMENTS” for the PROJECT shall consist of the Notice Inviting Sealed Bids, the Instructions to Bidders, Bidders Proposal, Project Manual and Special Provisions, Addendums, CONTRACTOR’s Bid for the PROJECT, Scope of Work, general specifications and all referenced specifications, details, standard drawings, and appendices, together with this Agreement and all required bonds, and insurance certificates. All of the “Agreement Documents” are intended to complement the other documents so that any work called for in one, and not mentioned in the others, or vice versa, is to be executed the same as if mentioned in all of said documents. The CONTRACT DOCUMENTS are incorporated herein by this reference and made part hereof as though they were fully set forth herein.
b. In case any of the CONTRACT DOCUMENTS conflict with each other, the order of preference for the CONTRACT DOCUMENTS is:

ATTACHMENT A

STANDARD PUBLIC WORKS AGREEMENT NO. 4219

D-2

1. This AGREEMENT and its Exhibits and or Attachments, including any and all addenda or supplemental agreements.

2. CONTRACTOR’S July 31, 2024, Proposal

3. Standard drawings

4. Details

5. Special provisions, if any

6. General specifications and all referenced specifications SECTION 2. THE WORK
For and in consideration of the payments and agreements to be made and performed by the CITY, CONTRACTOR agrees to furnish all materials and perform all work required for the PROJECT and to fulfill all other obligations as set forth in the CONTRACT DOCUMENTS.

SECTION 3. TERM; AND TIME FOR COMPLETION
a. The work shall commence upon issuance of a written “Notice to Proceed” (as further defined below) by the CITY. This Agreement shall expire on June 30, 2025, unless terminated earlier as hereinafter provided. This Agreement may be extended for an additional six (6) months upon such terms and conditions mutually agreed upon by the Parties in writing. b. Notice to Proceed. Any work or service contemplated under this Agreement shall not commence until the CITY has issued a written Notice to Proceed issued by the CITY’s applicable, department head.

SECTION 4. COMPENSATION
CONTRACTOR hereby agrees to receive and accept the total lump sum amount of One Hundred Four Thousand, Four Hundred Seventy-Nine Dollars and 40/100 Cents ($104,479.40), which is based on performing all of the work shown on CONTRACTOR’s Proposal as full compensation for furnishing all materials, performing all work, and fulfilling all obligations hereunder. Said compensation shall cover all expenses, losses, damages, and consequences arising out of the nature of the work during its progress or prior to its acceptance including those for well and faithfully completing the work and the whole thereof in the manner and time specified in the CONTRACT DOCUMENTS, and also including those arising from actions of the elements, unforeseen difficulties or obstructions encountered in the prosecution of the work, suspension or discontinuance of the work, and all other unknowns or risks of any description connected with the work. CITY shall herein retain five percent (5%) of said price until said time as the provisions of SEC. 18 herein have been met.

4.1. Progress Payments
Progress Payments shall be made in accordance with section the General Provisions and the provisions of this SEC. 4.1. Upon receipt of a properly presented payment request, the CITY shall process the payment request in accordance with Public Contract Code Section

STANDARD PUBLIC WORKS AGREEMENT NO. 4219

D-3
20104.50. The CITY shall review the payment request as soon as possible. If the CITY rejects the payment request, it shall be returned to CONTRACTOR within seven (7) days of its receipt by the CITY with an explanation for the reasons of its rejection. If the payment request is approved in writing by the CITY, payment shall be made in thirty (30) days of receipt of an undisputed and properly presented payment request. Late payments shall bear interest at the legal rate of interest in accordance with Code of Civil Procedure Section 685.010. The CITY shall pay CONTRACTOR a sum based upon ninety five percent (95%) of the Agreement price apportionment of the labor and materials incorporated into the work under the Agreement during the period covered by said statement. The remaining five percent (5%) thereof shall be retained as performance security. Refer to SEC. 4.2 of this Agreement for retention of funds.

4.2. Retention of Funds
Progress payments shall be made in accordance with the provisions of SEC. 4.1 of this Agreement. In accordance with said section, the CITY shall pay CONTRACTOR a sum based upon ninety five percent (95%) of the Agreement price in proportion to the labor and materials incorporated into the work under the Agreement during the month covered by said statement. The remaining five percent (5%) thereof shall be retained as performance security to be paid to the CONTRACTOR within sixty (60) days after final acceptance of the work by the City Council, after CONTRACTOR shall have furnished the CITY with a release of all undisputed Agreement amounts, if required by the CITY. In the event there are any claims specifically excluded by CONTRACTOR from the operation of the release, the CITY may retain proceeds (per Public Contract Code Section 7107) of up to 150% of the amount in dispute. CITY’s failure to deduct or withhold shall not affect CONTRACTOR’s obligations hereunder.

4.3. Substitution of Securities
Pursuant to Public Contract Code Section 22300, CONTRACTOR shall be allowed to substitute securities for any moneys withheld by the CITY to ensure performance under an Agreement, unless, federal regulations or policies, or both, do not allow the substitution of securities. At the request and expense of CONTRACTOR, securities equivalent to the amount withheld shall be deposited with the CITY, or with a state or federally chartered bank in this state as the escrow agent, who shall then pay those moneys to CONTRACTOR. Upon satisfactory completion of the Agreement, the securities shall be returned to CONTRACTOR.

SECTION 5. UNDOCUMENTED WORKERS
CONTRACTOR hereby promises and agrees to comply with all of the provisions of Federal and/or State law as the same shall apply to this PROJECT pertaining to the employment of unauthorized aliens as defined therein. Should CONTRACTOR so employ unauthorized aliens for the performance of work and/or services covered by this Agreement, and should the Federal Government impose sanctions against the CITY for use of unauthorized aliens, CONTRACTOR hereby agrees to, and shall, hold harmless, indemnify and defend CITY for

STANDARD PUBLIC WORKS AGREEMENT NO. 4219

D-4
the cost of all such sanctions imposed, together with any and all costs, including attorneys’ fees, incurred by the CITY in connection therewith.

SECTION 6. NOTICE TO PROCEED
CONTRACTOR shall commence work on the date specified in the Notice to Proceed to be issued in writing to CONTRACTOR by the CITY and shall complete work on the PROJECT within 60 Working Days from the commencement thereof.

SECTION 7. DISCOVERY OF HAZARDOUS OR LATENT CONDITIONS
a. CONTRACTOR shall, without disturbing the condition, notify the CITY in writing as soon as CONTRACTOR, or any SUB-CONTRACTOR, agent or employees have knowledge and reporting is possible, of the discovery of any of the following conditions:

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

2. Subsurface or latent physical conditions at the site differing from those indicated in the specifications; or

3. Unknown physical conditions at the site of any unusual nature, different materially from those ordinarily encountered and generally recognized as inherent in work of the character provided for in this Agreement.
b. Pending a determination by the CITY of appropriate action to be taken, CONTRACTOR shall provide security measures (e.g., fences) adequate to prevent the hazardous waste or physical conditions from causing bodily injury to any person. c. The CITY shall promptly investigate the reported conditions. If the CITY, through the City Engineer or his/her designee, and in the exercise of its sole discretion, determines that the conditions do materially differ, or do involve hazardous waste, and will cause a decrease or increase in CONTRACTOR’s cost of or time required for performance of any part of the work, then the CITY shall issue a change order. d. In the event of a dispute between the CITY and CONTRACTOR as to whether the conditions materially differ or involve hazardous waste or cause a decrease or increase in CONTRACTOR’s cost of, or time required for performance of any part of the work, CONTRACTOR shall not be excused from any schedule completion date, and shall proceed with all work to be performed under the Agreement. CONTRACTOR shall retain any and all rights which pertain to the resolution of disputes and protests between the parties.

SECTION 8. MISCELLANEOUS STATUTORY REQUIREMENTS

8.1. CONTRACTOR License.

STANDARD PUBLIC WORKS AGREEMENT NO. 4219

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CONTRACTOR shall possess a california CONTRACTOR’s license type Class A, C8, C60 for the performance of the Project.

8.2. Ineligible CONTRACTOR Prohibited.

Any CONTRACTOR or SUB-CONTRACTOR who is ineligible to perform work on a public works project pursuant to Section 1777.1 or 1777.7 of the Labor Code is prohibited from performing work under this Agreement.

8.3. Compliance with SB 854 Registration.

This PROJECT is subject to compliance monitoring and enforcement by the Department of Industrial Relations. No prime CONTRACTOR or SUB-CONTRACTOR may be awarded an Agreement for public work on a public works project (awarded on or after April 1, 2015) unless registered with the Department of Industrial Relations pursuant to Labor Code Section 1725.5. CONTRACTOR will be required to post job site notices as described in 8 California Code of Regulation Section 16451(d).

8.4. Trench and Pipeline Safety.

If this Agreement is for more than $25,000 and involves excavation of any trench five (5) feet or more in depth, CONTRACTOR shall submit a detailed plan of shoring, bracing, sloping or other provisions to be made for worker protection in accordance with Labor Code Section 6705. Such plan shall be approved by a qualified representative of the CITY.

8.5. Utility Relocation.

The CITY is responsible for removal, relocation, or protection of existing main or trunkline utilities to the extent such utilities were not identified in the invitation for bids or specifications.

The CITY shall reimburse CONTRACTOR for any costs incurred in locating, repairing damage not caused by CONTRACTOR and removing or relocating such unidentified utility facilities, including equipment idled during such work. CONTRACTOR shall not be assessed liquidated damages for delay arising from the removal or relocation of such unidentified utility facilities.

8.6. Third Party Claims Notification.

The CITY shall timely notify CONTRACTOR in writing of any third party claims relating to the Agreement.

8.7. Unfair Business Practices Claims.

The CONTRACTOR or SUB-CONTRACTOR offers and agrees to assign to the CITY all rights, title, and interest in and to all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C. Section 15) or under the Cartwright Act (Chapter 2, (commencing

STANDARD PUBLIC WORKS AGREEMENT NO. 4219

D-6
with Section 16700) of Part 2 of Division 7 of the Business and Professions Code), arising from purchases of goods, services or materials pursuant to the public works Agreement or the sub-Agreement. This assignment shall be made and become effective at the time the CITY renders final payment to CONTRACTOR without further acknowledgment by the parties. (Section 7103.5, California Public Contract Code.).

8.8. Day’s Work.

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

8.9. Payroll Records.

CONTRACTOR shall maintain the certified payroll records required by Labor Codes Section 1776 and shall report such records directly to the California Labor Commissioner as required by Labor Code Section 1771.4. CONTRACTOR shall inform the CITY of the location of the records enumerated under Labor Code Section 1776, including the street address, city, and county, and shall, within five working days, provide a notice of a change of location and address.

8.10. Employment of Apprentices.

Nothing in this Agreement prevents CONTRACTOR or any SUB-CONTRACTOR from employing properly registered apprentices in the execution of the Agreement.

CONTRACTOR is responsible for compliance with Labor Code Section 1777.5 for all apprenticeable occupations. This statute requires that CONTRACTORs and SUBCONTRACTORs must submit Agreement award information to the applicable joint apprenticeship committee, must employ apprentices in apprenticeable occupations in a ratio of not less than one hour of apprentice’s work for every five hours of labor performed by a journeyman (unless an exception is granted under Section1777.5), must contribute to the fund or funds in each craft or trade or a like amount to the California Apprenticeship Council, and that CONTRACTORs and SUB-CONTRACTORs must not discriminate among otherwise qualified employees as apprentices solely on the ground of sex, race, religion, creed, national origin, ancestry or color. Only apprentices defined in Labor Code Section 3077, who are in training under apprenticeship standards and who have written apprentice Agreements, may be employed on public works in apprenticeable occupations.

8.11. Records Audit

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In accordance with Government Code, Section 8546.7, records of both the CITY and CONTRACTOR shall be subject to examination and audit by the Auditor General for a period of three (3) years after final payment.

SECTION 9. PREVAILING WAGES
a. CONTRACTOR shall pay prevailing Wage rates for this Project in accordance with the “General Wage Determination Made by the Director of Industrial Relations (“DIR”) Pursuant To California Labor Code, Part 7, Chapter 1, Article 2, Sections 1770, 1773 and 1773.1", for Los Angeles County. Wage rates shall conform with those posted at the DIR website and the Project site.
b. The following Labor Code sections are hereby referenced and made a part of this Agreement:

1. Section 1775 - Penalty for Failure to Comply with Prevailing Wage Rates.

2. Section 1777.4 - Apprenticeship Requirements.

3. Section 1777.5 - Apprenticeship Requirements.

4. Section 1813 - Penalty for Failure to Pay Overtime.

5. Sections 1810 and 1811 - Working Hour Restrictions.

6. Section 1775 - Payroll Records.

7. Section 1773.8 - Travel and Subsistence Pay.

SECTION 10. INDEMNITY, DEFENSE AND HOLD HARMLESS
a. CONTRACTOR shall indemnify, defend with legal counsel approved by the CITY, and hold harmless the CITY, its officers, officials, employees and volunteers from and against all liability, loss, damage, expense, cost (including without limitation reasonable legal counsel fees, expert fees and all other costs and fees of litigation) of every nature arising out of or in connection with CONTRACTOR's negligence, recklessness or willful misconduct in the performance of work hereunder or its failure to comply with any of its obligations contained in this Agreement, except such loss or damage which is caused by the sole or active negligence or willful misconduct of the CITY. Should conflict of interest principles preclude a single legal counsel from representing both the CITY and CONTRACTOR, or should the CITY otherwise find CONTRACTOR’s legal counsel unacceptable, then CONTRACTOR shall reimburse the CITY its costs of defense, including without limitation reasonable legal counsel fees, expert fees and all other costs and fees of litigation. CONTRACTOR shall promptly pay any final judgment rendered against the CITY (and its officers, officials, employees and volunteers) with respect to claims determined by a trier of fact to have been the result of CONTRACTOR’s negligent, reckless or wrongful performance. It is expressly understood and agreed that the foregoing provisions are intended to be as broad and inclusive as is permitted by the law of the State of California and will survive termination of this Agreement.

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b. CONTRACTOR obligations under this section apply regardless of whether such claim, charge, damage, demand, action, proceeding, loss, stop notice, cost, expense, judgment, civil fine or penalty, or liability was caused in part or contributed to by an Indemnitee.

However, without affecting the rights of the CITY under any provision of this agreement, CONTRACTOR shall not be required to indemnify and hold harmless the CITY for liability attributable to the active negligence of CITY, provided such active negligence is determined by agreement between the parties or by the findings of a court of competent jurisdiction. In instances where the CITY is shown to have been actively negligent and where the CITY’S active negligence accounts for only a percentage of the liability involved, the obligation of CONTRACTOR will be for that entire portion or percentage of liability not attributable to the active negligence of the CITY.

SECTION 11. BONDS
[RESERVED]
SECTION 12. INSURANCE REQUIREMENTS
a. Prior to commencing work hereunder, CONRACTOR shall provide the CITY with proof of insurance naming the CITY and each of its directors, officers, agents, and employees as additional-named insureds on a policy or policies of insurance providing and maintaining the coverages set forth in the Insurance Schedule attached hereto as Exhibit A. The CITY shall have the right to hold the policies and policy renewals, and CONTRACTOR shall promptly furnish to CITY all renewal notices and all receipts of paid premiums. CITY may make proof of loss if not made promptly by CONTRACTOR.
b. Evidence of Insurance prior to commencement. CONTRACTOR shall provide to the CITY Certificate(s) of Insurance evidencing such coverage together with copies of the required policy endorsements no later than five (5) business days prior to commencement of service and at least fifteen (15) business days prior to the expiration of any policy. Unreasonable failure to provide such evidence may be cause for termination of the Agreement as provided herein or delay the services’ commencement date. The evidence of insurance shall be U.S. mail or email to:

City of Montebello
Attn: Risk Manager
1600 West Beverly Boulevard
Montebello, CA 90640
Email: [email protected]
SECTION 13. LIQUIDATED DAMAGES
a. Since the determination of actual damages for any delay in performance of this Agreement would be extremely difficult or impractical to determine in the event of a breach of this Agreement, the CITY and CONTRACTOR AGREE that in the event of

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any unreasonable delay in performance of this Agreement caused by CONTRACTOR, CONTRACTOR and its sureties shall be liable for and shall pay to the CITY the sum of two thousand dollars ($2,000) as liquidated damages for each working day of delay in the performance of any service required hereunder. In addition, liquidated damages may be assessed for failure to comply with any emergency call out requirements described in the scope of services. The CITY may withhold from any moneys payable on account of services performed by CONTRACTOR any accrued liquidated damages.
b. In addition, pursuant to the authority of California Public Contract Code Section 7102, the CITY and CONTRACTOR agree that the determination of actual damages for any unreasonable delay in performance of this Agreement caused by CITY would be extremely difficult or impractical to determine in the event of a breach of this Agreement by the CITY. Therefore, if the CITY is determined to be liable for such unreasonable delays, the CITY and its sureties shall be liable to the CONTRACTOR for the sum of Two Thousand dollars ($2,000) as liquidated damages for each working day of delay in the performance of any service required hereunder.

SECTION 14. DISPUTE RESOLUTION

14.1. Claims of $375,000 or Less
a. A claim by the CONTRACTOR for a time extension, for money damages for work, or a payment disputed by the CITY must be submitted to a resolution process in accordance with Public Contract Code Sections 20104-20104.4. A summary of Sections 20104-20104.4 are as follows:
(1) Informal negotiation between the CITY and CONTRACTOR. (2) Mediation with CONTRACTOR.
(3) Court mandated Arbitration.
(4) Court trial. If the party requesting the court trial does not prevail, then that party must pay all court costs and attorney's fees.

14.2 Public Contract Code 9204 Claims
CONTRACTOR shall comply with the procedure set forth in Public Contract Code Section 9204 for any claim, as that term is defined therein, for one or more of the following: 1) a time extension, including, without limitation, for relief from damages or penalties for delay, 2) payment of money or damages arising from work done pursuant to this Agreement, and/or 3) payment of an amount disputed by the CITY under this Agreement. A summary of the provisions of Public Contract Code Section 9204 is as follows:

1. CONTRACTOR must send a claim to the CITY for a time extension, payment for work not in the Agreement, or payments disputed by the CITY by registered mail or certified mail with return receipt requested.

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2. The CITY must respond within 45 days as to which claims are disputed and undisputed.

3. If claim remains in dispute, CONTRACTOR may request informal meet and confer meeting with the CITY.

4. After meet and confer, a disputed claim remaining shall be submitted to non-binding mediation.

5. All undisputed claims shall be paid within 60 days.

SECTION 15. TERMINATION.

15.1. Termination for Convenience.

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

15.2 Termination for Default.

If at any time CONTRACTOR is determined to be in material breach of the Agreement, a Notice of Potential Breach of Agreement shall be prepared by the CITY, and will be served upon CONTRACTOR and its sureties. If CONTRACTOR continues to neglect or refuses to comply with the Agreement or with the Notice of Potential Breach of Agreement to the satisfaction of the CITY within the time specified in such Notice, the CITY shall have the authority to terminate the Agreement for this Project.

15.3 Waiver of Remedies for any Breach.

In the event that the CITY elects to waive its remedies for any breach by CONTRACTOR of any covenant, term or condition of this Agreement, such waiver by the CITY shall not limit the CITY’s remedies for any succeeding breach of that or of any other term, covenant, or condition of the Agreement.

SECTION 16. CONTRACTOR'S FAILURE TO PROCURE COMPLETION OF

PROJECT
In the event CONTRACTOR fails to furnish tools, equipment, or labor in the necessary quantity or quality, or fails to prosecute the work or any part thereof contemplated by this Agreement in a diligent and workmanlike manner, and if CONTRACTOR for a period of three (3) calendar days after receipt of written demand from the CITY or its designated representative to do so, fails to furnish tools, equipment, or labor in the necessary quantity

STANDARD PUBLIC WORKS AGREEMENT NO. 4219

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or quality, and to prosecute its work and all parts thereof in a diligent and workmanlike manner, or after commencing to do so within said three (3) calendar days, fails to continue to do so; then the CITY may exclude CONTRACTOR from the premises, or any portion thereof, and take possession of said premises or any portion thereof, together with all material and equipment thereon, and may complete the work contemplated by this Agreement or any portion of said work, either by furnishing the tools, equipment, labor or material necessary, or by letting the unfinished portion of said work, or the portion taken over by the CITY to another contractor or by a combination of such methods. In any event, the procuring of the completion of said work, or the portion thereof taken over by the CITY, shall be a charge against CONTRACTOR, and may be deducted from any money due or becoming due to CONTRACTOR from the CITY, or CONTRACTOR shall pay the CITY the amount of said charge, or the portion thereof unsatisfied. The sureties provided for under this Agreement shall become liable for payment should CONTRACTOR fail to pay in full any said cost incurred by the CITY.

SECTION 17. COMPLIANCE WITH APPLICABLE LAWS
CONTRACTOR hereby promises and agrees to comply with all provisions of all applicable state and federal laws in connection with the performance of its obligations under this Agreement.

SECTION 18. NOTICE OF COMPLETION
Upon completion of the PROJECT and acceptance of same by the City Council, the CITY shall have cause to be recorded a Notice of Completion with the office of the Los Angeles County Recorder; and, after thirty-five (35) days from the date said Notice of Completion is recorded, the Director of Finance of CITY shall release the funds retained pursuant to SEC. 4 hereof; provided there have been no mechanics’ liens or stop notices filed against said work which have not been paid, withdrawn or eliminated as liens against said work.

SECTION 19. AUTHORITY
Any person executing this Agreement on behalf of CONTRACTOR warrants and represents that he or she has the authority to execute this Agreement on behalf of CONTRACTOR and has the authority to bind CONTRACTOR to the performance of its obligations hereunder.

SECTION 20. ENTIRE AGREEMENT
This Agreement, including the Agreement Documents and any other documents incorporated herein by specific reference, represents the entire and integrated Agreement between the CITY and CONTRACTOR. This Agreement supersedes all prior oral or written negotiations, representations or agreements. This Agreement may not be modified or

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amended, nor any provision or breach waived, except in a writing signed by both parties that expressly refers to this Agreement.

SECTION 21. ATTORNEY’S FEES AND COSTS
If either party to this Agreement is required to initiate or defend or made a party to any action or proceeding in any way connected with this Agreement, the prevailing party in such action or proceeding, in addition to any other relief which may be granted, whether legal or equitable, shall be entitled to reasonable attorney's fees. Attorney's fees shall include attorney's fees on any appeal, and in addition a party entitled to attorney's fees shall be entitled to all other reasonable costs for investigating such action, taking depositions and discovery and all other necessary costs the court allows which are incurred in such litigation.

All such fees shall be deemed to have accrued on commencement of such action and shall be enforceable whether or not such action is prosecuted to judgment.

SECTION 22. INDEPENDENT CONTRACTOR
CONTRACTOR is and shall at all times remain as to the CITY, a wholly independent CONTRACTOR. Neither the CITY, nor any of its officers, employees or agents shall have control over the conduct of CONTRACTOR or any of CONTRACTOR’S officers, employees or agents, except as herein set forth. CONTRACTOR shall not at any time or in any manner represent that it or any of its officers, employees or agents are in any manner officers, employees or agents of the CITY, nor shall the CITY officers, employees or agents be deemed the officers, employees, or agents of CONTRACTOR as a result of this Agreement.

SECTION 23. NOTICE
All notices, demands, requests or approvals to be given under this Agreement shall be given in writing and conclusively shall be deemed served when delivered via e-mail (an “Electronic Notice” as further defined below), personally or on the second (2nd) business day after the deposit thereof in the United States mail, postage prepaid, registered or certified, addressed as hereinafter provided. All notices, demands, requests, or approvals hereunder shall be given to the following addresses or such other addresses as the Parties may designate by written notice:

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To the CITY: City of Montebello
Attn: City Manager
1600 West Beverly Boulevard
Montebello, CA 90640
(323) 887-1200
With copy to: City of Montebello – Department of Public Works Attn: Cesar Roldan, Director of Public Works
1600 West Beverly Boulevard
Montebello, CA 90640
(323) 887-1462
Email: [email protected]
To CONTRACTOR: John R. Alvarado
G2 Construction Inc.
1352 E. Borchard Ave.

Santa Ana, CA 92705
[email protected]
An electronic communication (“Electronic Notice”) shall be deemed written notice for purposes of this section if sent to the electronic mail address specified above. Electronic Notice shall be deemed received at the time the party sending Electronic Notice receives verification of receipt by the receiving party. Any party receiving Electronic Notice may request and shall be entitled to receive the notice on paper, in a nonelectronic form.

SECTION 24. PROHIBITION AGAINST ASSIGNMENT
The experience, knowledge, capability and reputation of CONTRACTOR, its principals and employees were a substantial inducement for the CITY to enter into this Agreement. Neither this Agreement nor any interest herein may be transferred, assigned, conveyed, hypothecated or encumbered voluntarily or by operation of law, whether for the benefit of creditors or otherwise, without the prior written approval of the CITY. Transfers restricted hereunder shall include the transfer to any person or group of persons acting in concert of more than twenty five percent (25%) of the present ownership and/or control of CONTRACTOR, taking all transfers into account on a cumulative basis. In the event of any such unapproved transfer, including any bankruptcy proceeding, this Agreement shall be void. No approved transfer shall release CONTRACTOR or any surety of CONTRACTOR of any liability hereunder without the express consent of the CITY.

SECTION 25. CUMULATIVE REMEDIES

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The provisions of this Agreement are cumulative and in addition to and not in limitation of any rights or remedies available to the CITY.

SECTION 26. COUNTERPARTS
This Agreement may be executed in counterpart originals, duplicate originals, or both, each of which is deemed to be an original for all purposes.
[SIGNATURE PAGE TO FOLLOW]

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IN WITNESS WHEREOF the parties hereto have caused this Agreement to be executed on the date next to their respective officers duly authorized signatures in that behalf.

CITY OF MONTEBELLO
(“CITY”)
By:
___________________________________
Raul Alvarez, City Manager
Date: _______
ATTEST:
_____________________________________
Christopher Jimenez, City Clerk

APPROVED AS TO FORM
_____________________________________
Arnold M. Alvarez-Glasman, City Attorney
G2 CONSTRUCTION, INC.

By:
________________________________
John R. Alvarado, President
Date: _______
EXHIBITS:
• Exhibit A – Insurance Requirements

D-16
EXHIBIT “A”

INSURANCE REQUIREMENTS
On or before beginning any of the work called for by any term of this Agreement, CONTRACTOR, at its own cost and expense, shall carry, maintain for the duration of this Agreement, and provide proof thereof that is acceptable to the CITY of its procurement of the insurance specified below from insurers and under forms of insurance satisfactory in all respects to the CITY. Such insurance shall not be in derogation of CONTRACTOR’s obligations to provide indemnity under this Agreement.

CONTRACTOR shall carry and maintain Comprehensive General Liability and Automobile Liability Insurance which provides the following:

COVERAGE MINIMUM LIMITS
Commercial General Liability $1,000,000 per occurrence
$2,000,000 aggregate
Automobile Liability including coverage for
owned, non-owned and hired vehicles
$1,000,000 per occurrence
Workers Compensation Statutory
Employers Liability Insurance $1,000,000 per occurrence Professional Liability Insurance or per
occurrence
$1,000,000 per claim made
Additional Insureds.

The CITY, its officers, agents and employees must be named as additional insureds or as additional loss payees in all insurance policies required by this Agreement. An endorsement to this effect shall be delivered to the CITY prior to the commencement of any work. Satisfaction of any deductible requirement shall be the responsibility of CONTRACTOR. Such insurance shall be primary and noncontributory with any other insurance maintained by the CITY.

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Notice of Cancellation.

CONTRACTOR agrees to oblige its insurance agent or broker and insures to provide CITY with a thirty (30) day notice of cancellation (except for nonpayment for which a ten (10) day notice is required) or nonrenewal of coverage for each required coverage.

Severability Clause.

Each of the policies of insurance shall contain a clause substantially as follows:

The insurance afforded by this policy applies separately to each insured against whom a claim or suit is made or suit is brought, except with respect to the limit of the insurer's liability.

Qualifications of Insurer.

All policies of insurance shall be issued by an insurance company acceptable to the CITY and authorized to issue said policy in the State of California.

Approval of Insurer.

The insurance carrier providing the insurance shall be chosen by CONTRACTOR subject to approval by the CITY, provided that such approval shall not be unreasonably withheld.

Payment of Premiums.

All premiums on insurance policies shall be paid by CONTRACTOR making payment, when due, directly to the insurance carrier, or in a manner agreed to by the CITY.

Evidence of Insurance and Claims.

CONTRACTOR shall provide certificates of insurance to the CITY as evidence of insurance coverage required herein, along with a waiver of subrogation endorsement for workers’ compensation. The CITY’s Risk Manager must approve insurance certificates and endorsements prior to commencement of performance. Current certification of insurance shall be kept on file with the CITY at all times during the term of this Agreement.

The CITY reserves the right to require complete, certified copies of all required insurance policies, at any time.

ITEM # 18

CITY OF MONTEBELLO

CITY COUNCIL AGENDA STAFF REPORT
TO: Honorable Mayor and City Council Members
FROM: Raul Alvarez, City Manager

BY: Cesar Roldan, Director
SUBJECT: APPROVE LETTER OF ENGAGEMENT TO MASTER RETAINER AGREEMENT NO. 3922 WITH PSOMAS CONSULTING SERVICES FOR
HIGHWAY SAFETY IMPROVEMENT PROGRAM (HSIP) CYCLE 7 –
FEDERAL PROJECT NO. HSIPL-5247(024)
DATE: August 14, 2024
RECOMMENDATIONS:

It is recommended that the City Council:

1. Approve a Letter of Engagement to Master Retainer Agreement No. 3922 between the City of Montebello and PSOMAS Consulting Services for Construction Management and Inspection Services for Highway Safety Improvement Program (HSIP) Cycle 7 (CP 851) – Federal Project No. HSIPL-5247(024) for a not-toexceed amount of $360,051; and,

2. Authorize the City Manager to execute the Letter of Engagement on behalf of the City; and

3. Take such additional, related action that may be desirable.

FISCAL IMPACT:

On October 13, 2021, the City Council authorized Master Retainer Agreement No. 3922 for On-Call Construction Management and Inspection Services with Psomas Consulting Services (Psomas). Staff solicited a cost proposal from PSOMAS for construction management and inspection services related to the oversight of Highway Safety Improvement Program (HSIP) Cycle 7 (CP 851) – Federal Project No. HSIPL-5247(024).

The recommended action includes authorizing services for a not-to-exceed amount of $360,051.

These services will use funding from Los Angeles County Metropolitan Transportation

CITY COUNCIL AGENDA REPORT - MEETING OF AUGUST 14, 2024

Authority (Metro) Local Return Funds (LRF) Proposition C (Account No. 215-99-7116 in the amount of $194,335) and Measure R (Account No. 220-99-7116 in the amount of $85,000) as well as State Gas Tax funding (Account No. 200-99-6040.10 in the amount of ($80,716). The adopted Fiscal Year 2024-25 Capital Improvement Program budget includes funding for these services as part of this project (CP 851). Therefore, no budget amendment is needed.

BACKGROUND/DISCUSSION:

On June 26, 2024, the City Council authorized staff to advertise the Notice Inviting Bid (NIB) for Highway Safety Improvement Program Cycle 7 Capital Project 851 – Federal Project No. HSIPL-5247(024). The Project includes the modification of traffic signals, signal timing and hardware, installation of protected left-turns, reconstruction of ADA pedestrian curb ramps, installation of new traffic signs, and traffic pavement markings.

The proposed improvements to the intersections would reduce traffic collisions and loss of life, improve pedestrian and motorist safety and improve traffic circulation overall.

The Project requires construction management and inspection services (CM/CI), which includes overall planning, coordination, and control of a project from beginning to completion. A project of this magnitude and complexity requires full-time oversight and management. Management of the project will involve contract administration, construction management, inspection, utility coordination, labor compliance, material testing, and project close out services. CM/CI activities encompass various responsibilities essential for project success, including though not limited to conducting kick-off meetings with City staff, stakeholders and the contractor to review project deliverables and requirements, attending bi-weekly meetings at critical stages, and maintaining regular communication with City staff. Contractor and their team also provide public outreach and inform residents and the business community of upcoming work.

ENVIRONMENTAL:

N/A
ANALYSIS:

N/A
SUMMARY:

Staff recommend City Council approve a Letter of Engagement to Master Retainer Agreement No. 3922 between the City of Montebello and PSOMAS Consulting Services for Engineering Services for Highway Safety Improvement Program (HSIP0 Cycle 7 (CP 851) – Federal Project No. HSIPL-5247(024) for a not-to-exceed amount of $360,051, and authorize the City Manager to execute the Letter of Engagement on behalf of the City.

CITY COUNCIL AGENDA REPORT - MEETING OF AUGUST 14, 2024

ATTACHMENT(S)

1. Attachment A - Letter of Engagement

2. Exhibit A - Psomas Cost Proposal Montebello HSIPL 2024

ENGAGEMENT LETTER
FOR

CONSULTANT SERVICES
PROJECT/SERVICES: Construction Management Montebello HSIPL Project MASTER RETAINER AGREEMENT NO. 3922
TASK NO. 1
The purpose of this Engagement Letter is to allow the City of Montebello (the “City”) to engage PSOMAS (the “Consultant”) to provide Construction Management Services for the Montebello HSIPL Project (the “Services” or “Project”) pursuant to those terms and conditions outlined in the draft Master Retainer Agreement (Agreement No. 3922) approved by the City Council on October 18, 2021 , in the manner set forth in Exhibit A, “Scope of Services” of this Engagement Letter.

The Administrative Order on Consent is shown in Exhibit A. The Scope of Services to be completed pursuant to this Engagement Letter is set forth in Exhibit A, attached hereto. The cost for performing the services under this Engagement Letter shall be billed hourly for a total not-to-exceed fee of Three Hundred Sixty Thousand Fifty-One dollars ($360,051), without prior written approval by the City. The charges and hourly rates shall not exceed those stated and in effect when the draft Master Retainer Agreement was approved on October 18, 2021 and as stated in the fee schedule attached hereto as Exhibit A.

Consultant acknowledges and agrees that the personnel assigned to this Project, as set forth in Exhibit A shall not be substituted unless prior written authorization is given by the City’s Director of Public Works (the “Director”). Pursuant to Government Code 87300, et seq., Consultant has provided (for submittal to the City Clerk), a California Fair Political Practices Commission Statement of Economic Interest- Form 700 for each of each of its staff assigned to the Project.

By signing and returning this Engagement Letter, the authorized agent of the Consultant agrees to the provisions stated herein. The engagement of the Consultant for the services stated herein shall occur upon the execution of this letter by the Consultant and the Director pending issuance of a “Notice to Proceed.”

ATTACHMENT A

THE CITY OF MONTEBELLO
(the “City”)
PSOMAS
(the “Consultant”)
By:

Raul Alvarez, City Manager
By:

Brett Barnett, Vice President
ATTACHMENTS:

1. Exhibit A – Scope of Services and Fee Schedule

City of Montebello PAGE 1 of 2
Project Schedule for: Montebello HSIPL ProjectConstruction Management Cost of Services WorksheetProject Schedule 2024 2025 Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Calendar days 31 31 30 31 30 31 31 28 31 30 31 30 31 31 30 31 30 31 Work days 22 22 22 21 22 23 21 20 23 21 22 22 21 23 22 21 22 22 Work days (Avg) 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 Preconstruction PhaseConstruction Phase - Phase 1 and Phase 2, approximate 12 345Closeout Phase - as needed to comply with Caltrans Estimated Fees Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Position Name Rate Totals
Project Director B. Barnett $315.94 4 2 2 1 1 1 11 $3,475 Senior Resident Engineer M. Moen $272.86 40 40 40 40 40 40 40 280 $76,401 Assist. Res. Eng./OE H. Hathaway $120.63 80 80 20 20 20 20 120 80 80 40 40 600 $72,380 Electrical Inspector A. Gomez $206.80 160 80 120 120 120 600 $124,080Project Admin D. Valdez $114.89 22111122211 16 $1,838 0$0
Monthly Subtotal Labor 0 0 0 286 204 21 21 21 21 284 243 243 81 82 0 0 0 0 Labor $278,175 2025 Salary Adjust. (3% assumed) = 5,475.89 $ Increase 5,475.89 $ Subconsultant Administration SA $6,750
Other Direct Costs allowance ODC's $ 1,650.00Safety Review Psomas allowance Safety $ 500.00 Labor Compliance Casamar allowance LabCom $20,000Public Relations Not Required allowance PR $0Materials Testing Group Delta allowance Matls $25,000Source Inspection ZTC allowance Testing $22,500 $360,051
Notes and Assumptions:Fees are based on a 120-day construction contract with NTP on September 1, 2024.Holidays include New Year's Day, MLK Birthday, President's Day, Memorial Day; Independence Day; Labor Day; Thanksgiving (2 days), and ChristmasCosts for job-site construction management office, office equipment, and office furniture are not included in this estimate.

Should the actual schedule require more or less construction management services than proposed, adjustments to this estimate may be required.Overtime, rain, holidays and potential time extensions or delays may result in additional construction management services.This estimate is based on specific scope of work assumptions.Final scope and fee will be negotiated if Psomas is selected.Public Outreach, QA Surveying, Biological Monitoring, and Cultural Monitoring are not required, pending clarification of project.Materials Testing cost is an allowance number, pending clarification of project, based on part-time testing for 6 months .Prevailing Wage - Wages for inspection subject to Calif. Labor Code Section 1772.

July 12, 2024

EXHIBIT
A

PAGE 2 of 2
City of Montebello
Montebello HSIPL Project
Estimated Direct Expenses
UNIT

UNIT QTY COST SUBTOTAL TOTAL
A) VEHICLES (Includes insuranc, gas, O&M)1
Assist. Res. Eng./OE Months 4 Included in Hourly Rate
Electrical Inspector Months 4 Included in Hourly Rate
Project Admin Hour 11 Included in Hourly Rate
Senior Resident Engineer Hour 280 Included in Hourly Rate B) FIELD EQUIPMENT & SUPPLIES1
Survey Equipment Rental (Level, Transit, Rods) * At Cost 1 2,100 $ Video Camera, Monitor & Supplies At Cost 1 500 $
Tools2 At Cost 1 500 $ - $
C) FIELD OFFICE (minimum 1400 SF)
Lease with Janitorial, Utilities & Security Months 8 - $ - $ Office Furniture (Used) LS 0 2,500 $ - $
Telephones plus Installation LS 0 1,500 $ - $
Telephone Charges, Voice Mail Months 8 300 $ 2,400 $
Copy/Fax Machine Months 8 250 $ 2,000 $
First Aid Supplies LS 0 750 $ - $
Project Computer Network Install/Removal LS 0 10,000 $ - $ Water Service & Refrigerator Months 750 $ - $
Internet Service Months 8 750 $ 6,000 $
Misc. Office Equipment/Furniture LS 1 5,000 $ 5,000 $
Photos & Prints5 At Cost 8 250 $ 2,000 $
D) COMPUTERS1
Computers (with std. Software) Each 3 Included in Hourly Rate Printers Each 0 500 $ - $
Software Licenses (ex: P6) Years 0 750 $ - $
Misc. Hardware/Software (Specialty Apps)3 LS 0 1,500 $ - $ - $

E) OFFICE SUPPLIES
Initial Supply LS 1 250 $ 250 $
Office Supplies * Months 8 125 $ 1,000 $
Postage/Express Mail * Months 8 50 $ 400 $ 1,650.00 $

F) MISCELLANEOUS EXPENSES
LS 0 500 $ - $ - $
TOTAL DIRECT EXPENSES $ 1,650.00
* Negotiated Fixed Rates.

NOTES:
1) Standard Equipment (e.g. vehicles, computers, cell phones, hand levels, digital cameras, etc.) are included in the hourly rates. 2) Represents specialized tools and/or equipment that may be requested by the Client or required by project. 3) Represents specialized computer hardware and software that may be requested by the Client or required by project. 4) Items designated are normally provided by the Contractor as specified within the Contract Special Provisions. 5) As required for the needs of the project.

ITEM # 19

CITY OF MONTEBELLO

CITY COUNCIL AGENDA STAFF REPORT
TO: Honorable Mayor and City Council Members
FROM: Raul Alvarez, City Manager

BY: Cesar Roldan, Director
SUBJECT: REJECT BIDS RECEIVED FOR CONSTRUCTION OF A DOG PARK AT ACUÑA PARK (CP 922) IN ACCORDANCE WITH PUBLIC CONTRACT
CODE SECTION 22038(A)(1) AND AUTHORIZE STAFF TO PROCEED

WITH READVERTIZING AND REBIDDING THE PROJECT
DATE: August 14, 2024
RECOMMENDATIONS:

It is recommended that the City Council:

1. Reject bids received for construction of a dog park at Acuña Park (CP 922) in accordance with Public Contract Code Section 22038(a)(1); and

2. Authorize staff to modify the project scope of work in conformance with all applicable engineering standards; and

3. Authorize staff to re-advertise the Notice Inviting Bid in accordance with Public Contract Code Section 22038(a)(1); and

4. Take such additional, related action that may be desirable.

FISCAL IMPACT:

Bids for construction of a dog park at Acuña Park were received on July 25, 2024. Staff evaluated the bids, and the bids were higher than the anticipated project budget of $650,000. The recommendation is to modify the scope of work and rebid the project.

Approval of this action will allow staff to proceed with rebidding this capital project. Onc the project is re-bid and Staff has an opportunity to open and evaluate the bids, a recommendation will be made at a future City Council meeting which will include a welldefined project budget.

BACKGROUND/DISCUSSION:

CITY COUNCIL AGENDA REPORT - MEETING OF AUGUST 14, 2024

On June 26, 2024, City Council authorized staff to advertise the Notice Inviting Bid (NIB) for construction of a dog park at Acun͂a Park. City Council’s adoption of the Plans, Specifications and Engineer’s Estimate (PS&E) on June 26, 2024 provided the nexus to comply with Government Code Section 830.6. The intent of Section 830.6 is to prevent a judge or jury from second-guessing discretionary approvals made by the public agency and its employees regarding a plan or design for a construction project.

Government Code Section 830.6 provides, “Neither a public entity nor a public employee is liable … for an injury caused by the plan or design of a construction of, or an improvement to, public property where such plan or design has been approved in advance of the construction or improvement by the legislative body … or employee exercising discretionary authority to give such approval or where such plan or design is prepared in conformity with standards previously approved … .” Staff adhered to Public Contract Code sections 20161 and 20162, which mandates California public works projects to be competitively bid. The public works competitive bidding laws are intended to eliminate favoritism, fraud and corruption in the awarding of public contracts.

The NIB was published on June 28, 2024 in a newspaper of general circulation. The plans and specifications were accessible via PlanetBids and redistributed by several electronic media outlets that post the bid package on e-bid boards. In all, fourteen (14) bids were received, and the following is the bid tabulation:

1. Aguilar & Calderon Corporation $755,795.00

2. FS Contractors, Inc. $770,766.50

3. DEARK E&C, Inc. $825,847.00

4. RG General Engineering, Inc. $827,705.00

5. California Landscape & Design Inc. $850,059.10

6. KYA SERVICES LLC $969,737.00

7. HZS Engineering Inc. $997,163.80

8. Addison-Miller Inc. $1,066,178.25

9. Cinbad Industry, Inc. $1,088,034.00

10. LMT Enterprises, Inc. dba Tyner Paving Company $1,211,436.97

11. Cora Constructors, Inc. $1,671,332.90

12. Oppenheimer National $1,675,940.57

13. MLC CONSTRUCTORS Inc. $1,788,241.00

14. R2BUILD $2,144,233.20
Staff analyzed the bids received and after reviewing the bid proposals, the recommendation is to reject all bids based on all the bids exceeding the construction budget. The staff’s recommendation is to modify the PS&E and authorize staff to formally rebid the project. Below is a tentative bid schedule:

NIB issued and posed: August 19th to August 21, 2024
Request for Information (RFI): September 2, 2024 at 5:00 p.m.

Answers to RFIs: September 5, 2024 at 5:00 p.m.

CITY COUNCIL AGENDA REPORT - MEETING OF AUGUST 14, 2024

Bid Opening Date: September 12, 2024 at 11:00 a.m.

Contract Awarded by City Council: September 25, 2024
The bid advertisement will be consistent with Public Contract Code sections 20161 and 20162, which mandates California public works projects to be competitively bid. This action is also consistent with Montebello Municipal Code 3.20.110 - Bidding procedure prescribed. With City Council's approval, staff will advertise the project for bid in a local newspaper of general circulation and submit the NIB to PlanetBids.

The City Clerk’s Office shall publish the NIB and shall state the time and place for the receiving and opening of sealed bids and distinctly describe the project. The notice shall be published for a minimum period of twenty-one (21) calendar days before the date of opening the bids in a newspaper of general circulation per Public Contract Code Section 22037.

ENVIRONMENTAL:

N/A
ANALYSIS:

N/A
SUMMARY:

Staff is recommending City Council reject all bids received for construction of a dog park at Acuña Park (CP 922) in accordance with Public Contract Code Section 22038(a)(1); and authorize staff to modify the project scope of work in conformance with all applicable engineering standards; and authorize staff to re-advertise the Notice Inviting Bid in accordance with Public Contract Code Section 22038(a)(1).

ATTACHMENT(S)
None

ITEM # 20

CITY OF MONTEBELLO

CITY COUNCIL AGENDA STAFF REPORT
TO: Honorable Mayor and City Council Members
FROM: Raul Alvarez, City Manager

BY: Cesar Roldan, Director
SUBJECT: ADOPT PLANS, SPECIFICATIONS AND ENGINEER'S ESTIMATE (PS&E) FOR CONSTRUCTION OF THE RIO HONDO RIVER ACCESS
IMPROVEMENT PROJECT (CP 924) AND AUTHORIZE BID

ADVERTISEMENT
DATE: August 14, 2024
RECOMMENDATIONS:

It is recommended that the City Council:

1. Adopt the 100% completed plans, specifications and engineer’s estimate (PS&E) for the Construction of the Rio Hondo River Access Improvement Project - Capital Project 924; and,

2. Approve Environmental Assessment pursuant to 14 California Code of Regulations § 15301 as a Class 11 categorical exemption under the California Environmental Quality Act (CEQA); and,

3. Authorize staff to proceed with bid advertisement for construction; and,

4. Amend the Fiscal Year 2024-25 budget by increasing appropriations by $110,850 in Account No. 221-70-742-6040.96 (Measure A, Parks and Recreation, Rio Hondo River Access Project, Engineering Design); and,

5. Take such additional, related action that may be desirable.

FISCAL IMPACT:

The City was awarded the Los Angeles County Measure A Competitive Grant funding on June 2, 2022 in the amount of Four Hundred Seventy Seven Thousand Seven Hundred Fifty Dollars ($477,750) to complete the Rio Hondo River Access Improvement Project (AIP). The Fiscal Year 2024-25 budget included a rollover amount of $366,900 in the Measure A Fund (Fund 221). Staff is recommending a budget amendment to increase appropriations by $110,850 in Account No. 221-70-742-6040.96 (Measure A, Parks and

CITY COUNCIL AGENDA REPORT - MEETING OF AUGUST 14, 2024

Recreation, Rio Hondo River Access Project, Engineering Design). This action will make available the full $477,750 grant award amount in Fund 221 for FY 2024-25, allowing for completion of the project.

BACKGROUND/DISCUSSION:

In November 2016, Measure A (The Safe, Clean Neighborhood Parks, Open Space Beaches, River Protection, and Water Conservation Measure) was approved by voters in Los Angeles County, and replaced the expiring Proposition A (non-Metro Local Return Funds Proposition A) to ensure parks, open spaces, beaches, and waterways are built and protected for future generations. The last round of competitive grant funding consisted of $33.4 million dollars available for park development, water conservation projects, and parkland acquisition.

On October 13, 2021, City Council approved Resolution 21-82 authorizing application for a Los Angeles County Regional Park and Open Space District (RPOSD) Measure A Competitive Grant. Staff applied for the Regional Recreation Facilities, Multi-Use Trails and Accessibility Program which aims to improve, connect, and protect regional recreational facilities and trails.

On June 2, 2022, the City accepted the award of competitive grant funds and entered into an agreement with Los Angeles County RPOSD for the Rio Hondo River Access Improvement Project (AIP). The Rio Hondo River AIP aims to improve connections from the Rio Hondo River entrance at Beverly Blvd. and Grant Rea Park. The project will include improvements to lighting and landscaping, as well as the addition of amenities such as benches, bicycle racks, horse hitching posts, shade structures, and an electronic sign.

Maintenance and operation of the new construction will be the responsibility of the Recreation and Community Services Department. Since the project is partially funded with Measure A Annual Allocation funds, the City will be eligible to utilize Measure A Maintenance and Servicing funds. Measure A Maintenance and Servicing funds can be used for maintenance costs for the project after construction is completed. This will help to offset costs to the General Fund.

The City Council is required to approve and adopt plans, specifications and working details, and authorize the bid request for all public projects. The bid advertisement is consistent with Public Contract Code sections 20161 and 20162, which mandates California public works projects to be competitively bid. This action is also consistent with Montebello Municipal Code 3.20.110 - Bidding procedure prescribed.

With City Council's approval, staff will advertise the project for bid in a local newspaper of general circulation and submit the Notice Inviting Bid (NIB) to PlanetBids. The following tentative schedule has been identified for the bid process:

Tasks Timeline

CITY COUNCIL AGENDA REPORT - MEETING OF AUGUST 14, 2024

City Council authorization to solicit bids for
construction
August 14, 2024
Request for Information – Questions posted
by bidders
August 29, 2024 by 12 pm
Response to bidders’
questions/Addendums
September 5, 2024 by 5 pm
Open Construction Bids September 11, 2024 at 11:00 am
City Council award construction contract September 2024 Commence Construction October 2024 – December 2024
Close out Project December 2024
The City Clerk’s Office shall publish the NIB and shall state the time and place for the receiving and opening of sealed bids and distinctly describe the project. The notice shall be published for a minimum period of twenty-one (21) calendar days before the date of opening the bids in a newspaper of general circulation per Public Contract Code Section 22037.

ENVIRONMENTAL:

Staff recommends approval of the environmental assessment as follows:

The proposed project is categorically exempt from the requirements of the California Environmental Quality Act (CEQA) pursuant to 14 California Code of Regulations § 15301 as a Class 1 categorical exemption (Existing Facilities). The project results in minor alterations to existing public facilities involving no significant expansion of the existing use. The project is not anticipated to have any significant impacts with regards to traffic, noise, air quality, or water quality. There are adequate utilities and public services to serve the project (Attachment C).

ANALYSIS:

N/A
SUMMARY:

Staff recommends City Council adopt the 100% completed plans, specifications and engineer’s estimate (PS&E) for the Rio Hondo Aceess Improvement Project (CP 924); and, approve Environmental Assessment pursuant to 14 California Code of Regulations § 15301 as a Class 1 categorical exemption under the California Environmental Quality Act (CEQA); and authorize staff to proceed with bid advertisement for construction. In addition, the recommended actions would amend the Fiscal Year 2024-25 budget by increasing appropriations by $110,850 in Account No. 221-70-742-6040.96 (Measure A, Parks and Recreation, Rio Hondo River Access Project, Engineering Design).

ATTACHMENT(S)

1. Attachment A - Plans

CITY COUNCIL AGENDA REPORT - MEETING OF AUGUST 14, 2024

2. Attachment B - Specifications

3. Attachment C - CEQA NOE

CITY OF MONTEBELLO ACCEPTED BY:

DEPARTMENT OF PUBLIC WORKS

REVISION

DESCRIPTION DATE

CITY ENGINEER
SCALE PLAN NO.

SHEET OF
NO.

UNDER THE SUPERVISION OF:

DATE

RIO HONDO RIVER ACCESS IMPROVEMENT PLAN
42 3916 Normal Street
San Diego, CA 92103
619.294.4477
www.ktua.com
7/19/2024

L I C E N S E D L A N D S C A P E A R C H I T E C T

S T A T E O F C A L I F O R N I A
CHR ISTOPHER L . LANGDON
49 15
Renewal Date
Date
Signature
02/28/2025
100% CONSTRUCTION DOCUMENTS DATE: 07/19/2024
1 TITLE SHEET
100% CONSTRUCTION DOCUMENTS JULY 19, 2024

PROJECT DIRECTORY

PREPARED FOR

CITY OF MONTEBELLO
1600 W BEVERLY BLVD
MONTEBELLO, CA 90640

LANDSCAPE ARCHITECT
KTUA
3916 NORMAL STREET
SAN DIEGO, CA 92103
CIVIL ENGINEER |
STRUCTURAL ENGINEER |

SURVEYING
KPFF
700 SOUTH FLOWER STREET
SUITE 2000 + 2100
LOS ANGELES, CA 90017

ELECTRICAL ENGINEER

BUDLONG & ASSOCIATES
633 W. 5TH STREET
LOS ANGELES, CA 90071

COST ESTIMATOR

RIDER LEVETT BUCKNALL
700 SOUTH FLOWER STREET
SUITE 630
LOS ANGELES, CA 90017

GEOTECHNICAL ENGINEER

TERRACON
23041 AVENIDA DE LA CARLOTA
SUITE 250
LAGUNA HILLS, CA 92653

RIO HONDO RIVER ACCESS

IMPROVEMENT PROJECT

CONCEPT RENDERING
TITLE SHEET NOTES:

BUILDING CODE:
2022 CALIFORNIA BUILDING CODE (CBC), PART 2, CBSC
(IBC & CALIFORNIA AMENDMENTS) (TITLE 24)
CONTRACTOR REQUIREMENT:

THE ISSUANCE OF A PERMIT SHALL NOT PREVENT THE

BUILDING OFFICIAL FROM REQUIRING THE CORRECTION OF

ERRORS ON THESE PLANS OR FROM PREVENTING ANY

VIOLATION OF THE CODES ADOPTED BY THE CITY, RELEVANT
LAWS, ORDINANCES, RULES AND/OR REGULATIONS.

DEFERRED SUBMITTALS:

DEFERRED SUBMITTALS:
-SHADE SHELTER (DESIGN PROVIDED BY SPANGLER

CONSTRUCTION ON BEHALF OF FCP BARNS AND BUILDINGS,
REFER TO DETAIL A, SHEET LC-5.0. FOOTING DESIGN

COMPLETED BY PROJECT DESIGN TEAM STRUCTURAL

ENGINEER BASED ON THE SPANGLER CONSTRUCTION
DRAWINGS.
-ELECTRONIC BILLBOARD
NOTE: DEFERRAL OF ANY SUBMITTAL ITEMS SHALL HAVE
THE PRIOR APPROVAL OF THE BUILDING OFFICIAL. THE

REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE

CHARGE SHALL LIST THE DEFERRED SUBMITTALS ON THE

CONSTRUCTION DOCUMENTS FOR REVIEW BY THE BUILDING
OFFICIAL. DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS

SHALL BE SUBMITTED TO THE REGISTERED DESIGN

PROFESSIONAL WHO SHALL REVIEW THEM PRIOR TO

FORWARDING THEM TO THE CITY WITH A NOTATION

INDICATING THAT THE DOCUMENTS HAVE BEEN REVIEWED

AND BEEN FOUND TO BE IN GENERAL CONFORMANCE TO
THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL

ITEMS SHALL NOT BE INSTALLED UNTIL THEY HAVE BEEN
APPROVED BY THE BUILDING OFFICIAL. CBC 107.3.4.1
8/1/2024, 4:49:05 PM
MONT-JN-230606

ATTACHMENT A

CITY OF MONTEBELLO ACCEPTED BY:

DEPARTMENT OF PUBLIC WORKS

REVISION

DESCRIPTION DATE

CITY ENGINEER
SCALE PLAN NO.

SHEET OF
NO.

UNDER THE SUPERVISION OF:

DATE

RIO HONDO RIVER ACCESS IMPROVEMENT PLAN
42 3916 Normal Street
San Diego, CA 92103
619.294.4477
www.ktua.com
7/19/2024

L I C E N S E D L A N D S C A P E A R C H I T E C T

S T A T E O F C A L I F O R N I A
CHR ISTOPHER L . LANGDON
49 15
Renewal Date
Date
Signature
02/28/2025
100% CONSTRUCTION DOCUMENTS DATE: 07/19/2024
2 PROJECT MAP AND SHEET INDEX

SHEET INDEX

GENERAL SHEETS
01 G-01 TITLE SHEET
02 G-02 PROJECT MAPS & SHEET INDEX

CIVIL ENGINEERING SHEETS
03 C-01 TITLE SHEET
04 C-02 SURVEY (FOR REFERENCE ONLY)
05 C-03 SURVEY (FOR REFERENCE ONLY)
06 C-10 DEMOLITION PLAN
07 C-11 DEMOLITION PLAN
08 C-20 EROSION CONTROL PLAN
09 C-21 EROSION CONTROL PLAN
10 C-30 GRADING PAVING AND UTILITY PLAN
11 C-31 GRADING PAVING AND UTILITY PLAN
12 C-40 UTILITY PROFILES
13 C-50 DETAILS

LANDSCAPE IRRIGATION SHEETS
32 LI-0.1 LANDSCAPE IRRIGATION DEMOLITION PLAN
33 LI-0.2 LANDSCAPE IRRIGATION DEMOLITION PLAN
34 LI-1.0 LANDSCAPE IRRIGATION PLAN
35 LI-2.0 LANDSCAPE IRRIGATION LEGEND, CALCULATIONS,

AND NOTES
36 LI-3.0 LANDSCAPE IRRIGATION DETAILS
37 LI-4.0 LANDSCAPE IRRIGATION DETAILS
38 LI-5.0 LANDSCAPE IRRIGATION DETAILS
39 LI-6.0 LANDSCAPE IRRIGATION DETAILS

E BEVERLY BLVD

VICINITY MAP

PROJECT LIMIT

OF WORK
25 E-0.1 ELECTRICAL SYMBOLS, ABBREVIATIONS,

GENERAL NOTES, SPECIFICATIONS
26 E-0.2 ELECTRICAL PANEL SCHEDULE AND SINGLE LINE

DIAGRAM
27 E-0.3 ELECTRICAL LIGHT FIXTURE SCHEDULE
28 E-2.1 ELECTRICAL SITE POWER AND LIGHTING PLAN
29 E-2.2 ELECTRICAL SITE POWER AND LIGHTING PLAN
30 E-3.0 ELECTRICAL DETAILS
31 E-4.0 OUTDOOR T-24 COMPLIANCE FORMS

ELECTRICAL ENGINEERING SHEETS

RIO HONDO RIVER

GRANT REA PARK

LANDSCAPE CONSTRUCTION SHEETS
14 LC-1.0 HARDSCAPE AND SITE FURNISHINGS PLAN
15 LC-1.1 HARDSCAPE AND SITE FURNISHINGS PLAN
16 LC-2.0 HARDSCAPE LAYOUT PLAN
17 LC-3.0 SITE ACCESSIBILITY PLAN
18 LC-4.0 HARDSCAPE AND SITE FURNISHINGS LEGEND

AND NOTES
19 LC-5.0 HARDSCAPE AND SITE FURNISHINGS DETAILS
20 LC-6.0 HARDSCAPE AND SITE FURNISHINGS DETAILS
21 LC-7.0 HARDSCAPE AND SITE FURNISHINGS DETAILS

STRUCTURAL ENGINEERING SHEETS
22 S0.00 STRUCTURAL GENERAL NOTES
23 S1.00 FOUNDATION PLAN
24 S2.00 STRUCTURAL DETAILS

LANDSCAPE PLANTING SHEETS
40 LP-1.0 LANDSCAPE PLANTING PLAN
41 LP-2.0 LANDSCAPE PLANTING LEGEND AND NOTES
42 LP-3.0 LANDSCAPE PLANTING DETAILS

E BEVERLY TERRACE

PROJECT SITE
TITLE SHEET NOTES (CONTINUED):

GENERAL REQUIREMENTS:

AT TIME OF PERMIT ISSUANCE, CONTRACTOR SHALL SHOW THEIR VALID WORKERS' COMPENSATION INSURANCE CERTIFICATE.

ALL WORK SHALL CONFORM TO ALL REQUIREMENTS OF STATE OF
CALIFORNIA TITLE 24 REGARDLESS OF THE INFORMATION INDICATED ON THESE PLANS. IT IS THE RESPONSIBILITY OF THE INDIVIDUAL

SUPERVISING THE CONSTRUCTION TO ENSURE THAT THE WORK IS

DONE IN ACCORDANCE WITH CODE REQUIREMENTS PRIOR TO
REQUESTING INSPECTION.

TRASH AND CONSTRUCTION RELATED SOLID WASTES MUST BE

DEPOSITED INTO A COVERED RECEPTACLE TO PREVENT
CONTAMINATION OF RAINWATER AND DISPERSAL BY WIND.

N
S
W E
SCALE: 1"=200'
0 100 200
SOURCE: GOOGLE EARTH 2022
8/1/2024, 4:49:05 PM
MONT-JN-230606

CITY OF MONTEBELLO ACCEPTED BY:

DEPARTMENT OF PUBLIC WORKS

REVISION

DESCRIPTION DATE

CITY ENGINEER
SCALE PLAN NO.

SHEET OF
NO.

UNDER THE SUPERVISION OF:

DATE

RIO HONDO RIVER ACCESS IMPROVEMENT PLAN
42 3916 Normal Street
San Diego, CA 92103
619.294.4477
www.ktua.com
700 South Flower Street
Suite 2100
Los Angeles, CA 90017
O: 213.418.0201
www.kpff.com

TITLE SHEET
C-01
3 100% CONSTRUCTION DOCUMENTS DATE: 07/19/2024

SURVEY (FOR REFERENCE ONLY)
CITY OF MONTEBELLO ACCEPTED BY:

DEPARTMENT OF PUBLIC WORKS

REVISION

DESCRIPTION DATE

CITY ENGINEER
SCALE PLAN NO.

SHEET OF
NO.

UNDER THE SUPERVISION OF:

DATE

RIO HONDO RIVER ACCESS IMPROVEMENT PLAN
42 3916 Normal Street
San Diego, CA 92103
619.294.4477
www.ktua.com
700 South Flower Street
Suite 2100
Los Angeles, CA 90017
O: 213.418.0201
www.kpff.com
C-02
4 100% CONSTRUCTION DOCUMENTS DATE: 07/19/2024

SURVEY (FOR REFERENCE ONLY)
CITY OF MONTEBELLO ACCEPTED BY:

DEPARTMENT OF PUBLIC WORKS

REVISION

DESCRIPTION DATE

CITY ENGINEER
SCALE PLAN NO.

SHEET OF
NO.

UNDER THE SUPERVISION OF:

DATE

RIO HONDO RIVER ACCESS IMPROVEMENT PLAN
42 3916 Normal Street
San Diego, CA 92103
619.294.4477
www.ktua.com
700 South Flower Street
Suite 2100
Los Angeles, CA 90017
O: 213.418.0201
www.kpff.com
C-03
5 100% CONSTRUCTION DOCUMENTS DATE: 07/19/2024

70226
214.33
LAWN
70227
214.54
LAWN
70231
213.62
LAWN

E BEVERLY BLVD
℄
CITY OF MONTEBELLO ACCEPTED BY:

DEPARTMENT OF PUBLIC WORKS

REVISION

DESCRIPTION DATE

CITY ENGINEER
SCALE PLAN NO.

SHEET OF
NO.

UNDER THE SUPERVISION OF:

DATE

RIO HONDO RIVER ACCESS IMPROVEMENT PLAN
42 3916 Normal Street
San Diego, CA 92103
619.294.4477
www.ktua.com
700 South Flower Street
Suite 2100
Los Angeles, CA 90017
O: 213.418.0201
www.kpff.com

DEMOLITION PLAN
C-10
6 100% CONSTRUCTION DOCUMENTS DATE: 07/19/2024

70052
205.74
SL
70064
205.68
SL
70066
205.70
TVT
70067
205.73
TVT
70219
218.54
SN. BEG BOTT
70220
218.52
SN.
70221
218.34
70303
219.02
SN TCL 8.0'X1.35'
70307
215.00
SN. BOTT
70308
222.70
SN. TOP
60403
205.71
SL
PER 811
D=3'-10"±
D=11'-7"±
D=11'-9"±
D=2'-11"±
D=2'-2"±
D=13'-0"±
D=11'-0"±

TOO DEEP
E BEVERLY BLVD ℄

DEMOLITION PLAN
CITY OF MONTEBELLO ACCEPTED BY:

DEPARTMENT OF PUBLIC WORKS

REVISION

DESCRIPTION DATE

CITY ENGINEER
SCALE PLAN NO.

SHEET OF
NO.

UNDER THE SUPERVISION OF:

DATE

RIO HONDO RIVER ACCESS IMPROVEMENT PLAN
42 3916 Normal Street
San Diego, CA 92103
619.294.4477
www.ktua.com
700 South Flower Street
Suite 2100
Los Angeles, CA 90017
O: 213.418.0201
www.kpff.com
C-11
7 100% CONSTRUCTION DOCUMENTS DATE: 07/19/2024

60465
204.29
TRE 4IN
60466
204.51
FG
60467
203.51
FG
60481
207.87
ZZ/PIPE 4IN TOP
60482
207.52
INV
60483
207.31

ZZ/RIPRAP
60484
207.93

ZZ/RIPRAP BEG
60485
207.38

ZZ/RIPRAP
60486
207.23

ZZ/RIPRAP
60487
207.02

ZZ/RIPRAP
60488
206.36

ZZ/RIPRAP
60489
206.66

ZZ/RIPRAP
60490
207.65

ZZ/RIPRAP
60491
207.65

ZZ/RIPRAP END
60457
70002
205.74

TC BEG POL
70003
205.68
TC
70004
205.66
TC
70005
205.63
TC
70006
205.57
TC
70007
205.52
TC
70008
205.53
TC MCS
70009
205.52
TC
70010
205.45
TC MCE
70011
205.41
TC
70012
205.44
TC MCS
70054
205.69
WL
70055
205.67

WL MCE NG
70056
205.98
WL END
70057
206.45
BWL
70058
205.63
EOC1 BEG MCS
70059
205.63
EOC1 70060
205.61
EOC1 MCE
70061
205.62
EOC1
70062
205.68
EOC1
70063
205.78
EOC1
70064
205.68
SL
70065
205.72

TVT BEG
70066
205.70
TVT
70067
205.73
TVT
70068
205.74

TVT CLS
70069
205.76
EOC1
70070
205.79
EOC1
70071
205.92
EOC1 END POL
70072
205.70
NG
70073
205.10

FL BEG POL
70074
205.23

EG BEG POL
70075
205.18
EG
70076
205.04
FL
70077
205.02
FL
70078
205.19
EG
70079
205.14
EG
70080
204.98
FL
70081
204.93
FL
70082
205.09
EG
70083
205.05
EG
70084
204.91
FL
70085
204.90
FL MCS
70086
205.06
EG MCS
70087
205.00
EG
70088
204.88
FL
70089
204.98
EG MCE
70090
204.84
FL MCE
70091
204.76
FL
70092
204.87
EG
70093
204.74
CB BEG
70094
204.66
CB END
70095
204.91
EG MCS
70096
204.69
FL MCS
70134
204.94
FSA
70135
204.99
FSA
70136
205.17
FSA
70137
205.06
FSA
70138
205.31
FSA
70139
205.38
FSA
70140
205.10
FSA
70141
205.18
FSA
70142
205.43
FSA
70143
205.18
FSA
70144
205.47
FSA
70145
205.22
FSA
70146
205.55
FSA
70147
205.27
FSA
70148
205.53
FSA
70149
204.98
NG
70150
205.49
NG
70151
205.72
NG
70152
205.69
NG
70153
206.02
NG
70154
206.16
NG
70155
205.71
NG
70156
205.59
NG
70157
206.41
NG
70158
206.80
NG
70159
206.88
NG
70160
206.31
NG
70161
205.49
NG
70162
205.50
NG
70163
205.87
TOE
70164
205.55
NG
70165
207.83
TW CL
70166
207.83
TW CL
70167
208.44
TW CL
70168
208.32

TOE BWL
70169
208.48
TW CL 70170
209.12
TW CL
70171
209.16
TW CL
70172
209.80
TW CL
70173
209.86
TW CL
70174
209.62

TOE BWL
70207
205.69
FSA
70208
205.71
FSA
70209
205.81
FSA
70210
205.94
FSA
70211
205.96
FSA
70212
205.70

CLM BEG
70213
205.72
CLM
70214
205.73
CLM
70215
205.71

CLM CLS
70216
205.92

CLM BEG
70217
205.76
CLM
70218
205.80

CLM RECT
70219
218.54
SN. BEG BOTT
70220
218.52
SN.
70221
218.34
SN.
70222
218.31
SN. CLS
70223
205.46

SDMH CTR
70224
205.57
ICV
70225
214.39
TOP
70226
214.33
LAWN
70227
214.54
LAWN
70228
214.25
TOP
70229
213.64
70230 TOP
213.68
NG
70231
213.62
LAWN
70232
213.54
WL1 BEG
70233
213.79
BWL
70234
213.37
WL1 EOC BEG
70235
213.43
EOC
70236
213.74

EOC END POL
70237
213.35
WL1 70238
214.24
TW CL
70239
213.39
TOP
70241
213.10
WL1 AP
70242
213.06
WL1 END BRKN
70240
212.60
TOP
70243
213.10
WL1 BEG BRKN
70244
213.05

BWL CONC
70245
212.77
NG
70246
213.05
DRN PIPE 8" INV @ BENT -5.75
70247
213.14
FSC
70248
212.98
FSC
70250
213.58
BWL NG
70251
214.10
TW CL
70252
213.34
WL1 END EVG1 BEG
70253
213.26
NG
70254
213.08
FL1 BEG
700
213.35

FD LTT LACO DWP
70255
213.12

EVG BEG
70256
213.25
FL1
70257
213.36
EVG
WL1 BEG EOC2 BEG
70291
213.15
NG
70292
213.43
EOC2 MCS
70293
213.35
EOC2
70294
213.41
EOC2 MCE
70295
213.47
EOC2 AP 70296
213.77
EOC2 MCS
70297
213.99
EOC2
70298
214.18
EOC2 MCE
70299
214.33
EOC2 END POL
70301
213.99
NG
70302
213.29
NG
70509
205.65
CHK BS
70727
205.61
CHK BS
600
209.46
SET MAG 60D
619
205.99

SET SCRX
621
207.38
FD BM 5797 LTT LACO DPW
622
205.71
FD LT
624
206.53
FD SPK
627
205.66

FD LTT LACO DPW
60092
205.52

EVG EOC BEG
60093
205.65
EOC
60094
205.68

EOC END
60095
205.64

TC BEG MCS
60096
204.97

FL BEG MCS
60097
205.03

EG BEG MCS
60098
204.94
EG 60099
204.72
FL
60100
205.44
TC @CB
60101
205.40
TC @CB
60102
204.77
FL
60103
204.87
EG
60104
204.79
FL PRC
60105
205.43
TC PRC
60106
204.91
EG PRC
60107
204.97
EG
60108
204.88
FL
60109
205.49
TC
60110
205.53
TC MCE
60111
204.90
FL MCE
60112
205.05
EG MCE
60113
205.64

BW BEG MCS
60114
205.57
NG
60115
205.39
NG
60116
205.64
BW
60117
205.62
BW MCE
60118
205.60
NG
60119
205.68
BW
60120
205.57
TC
60121
204.97
FL
60122
205.11
EG
60123
205.14
EG
60124
204.99
FL
60125
205.64
TC
60126
205.77
BW
60127
205.66
NG
60128
205.82

BW GB BEG
60129
205.70
BW GB END 60130
205.20
EG
60131
205.04
FL
60132
205.69
TC
60133
205.80
BW
60134
205.68
NG
60135
205.58
NG
60136
205.91
BW
60137
205.78
TC
60138
205.14
FL
60139
205.29
EG
60140
205.39
EG
60141
205.22
FL
60142
205.86
TC
60143
205.98
BW
60144
205.84
NG
60145
205.98
BW MCS
60146
205.79
NG
60147
205.86
TC MCS
60148
205.25

FL MCS FLO BEG
60149
205.40

EG END EVG BEG
60150
205.39
EVG
60151
205.34
FL
60152
205.90
TC
60153
205.97
BW
60154
206.07
BW
60155
206.08
BW MCE
60156
205.91
NG
60157
206.05
TC TX
60158
205.46
FL
60159
205.60
FL
60160
205.62
TC BX
60161
205.72
TC BX
60162
205.70
FL
60168
205.66

EG BEG MCS
60169
205.76
EG
60170
206.12
EG
60171
205.98
FL
60172
206.60
TC TX
60173
207.25
TC
60174
206.63
FL
60175
206.78
EG
60176
207.91
EG PRC
60177
207.74
FL PRC
60178
208.37
TC PRC
60179
209.33
TC
60180
208.72
FL
60181
208.91
EG
60182
210.22
EG
60183
210.02
FL
60184
210.71
TC
60186
210.70

FL END MCE
60189
206.00
CHK 619
60194
209.05
TC PCR
60195
208.58
FSA
60197
208.12
FSA
60198
207.37
TC MCE
60199
206.93
FSA
60211
202.58
TC
60212
202.57
NG
60213
201.39
NG
60216
205.99
CHK 619
60222
206.25
NG
60223
206.74
NG
60224
207.52
NG
60225
205.58
60226
207.48
TOP
60240
209.50
RLG
60241
208.50

RLG PRC
60242
207.20
RLG
60243
207.13

RLG MCE
60258
205.78

ZZ/CONG DOME BEG
60259
205.88

ZZ/CONG DOME
60260
205.73

ZZ/CONG DOME
60261
205.67

ZZ/CONG DOME CLS
60262
206.06
GB BEG
60263
206.06
GB END
60264
206.10

APRN BEG
60265
206.04

APRN END
60266
206.08
TS
60267
206.05
TSPB
60268
206.02
TSPB
60269
206.11

TC BEG MCS
60270
206.37
TC
60271
205.80
FSC
60272
206.00
FSC
60273
206.56
TC
60274
206.74
TC
60275
207.27

TC END MCE
60276
207.18
NG
60277
207.23

APRN BEG BW BEG
60278
207.25

BW MCS GB BEG
60279
207.18
GB END
60280
207.12

APRN END
60281
206.50

APRN BEG
60282
206.45
APRN2 BEG
60283
206.62
APRN2 END
60284
206.66

APRN END
60285
206.11
TSPB
60286
206.38
TS
60287
206.38
NG
60288
207.60
NG
60289
207.79
BW
60290
208.38
BW PRC
60291
208.69
BW
60292
209.01
BW PRC
60293
208.84
NG
60294
209.07
BW
60295
209.23
BW PRC
60296
210.48
BW
60297
210.42
NG
60298
209.45
CHK 600
60299
211.71

BW GB BEG
60300
211.55
GB END
60301
211.28
NG
60302
211.81
GB BEG
60303
211.94

BW GB END
60304
212.61

BW END MCE
60305
212.33
NG
60306
212.30
NG
60307
212.55

EOC BEG MCS
60308
211.84
EOC
60309
211.54
EOC
60310
210.30
EOC
60311
210.08
NG
60312
209.67
EOC
60313
209.48

EOC END MCE
60314
209.28
NG
60315
210.09
NG
60316
210.26
TRE 6
60317
211.14
TRE 6
60318
211.25
NG
60319
210.92

EOC BEG
60320
210.85
EOC
60321
210.74
EOC
60322
210.76

EOC END
60323
210.78
SL
60324
211.78
ICV
60325
211.71
ICV
60326
212.31

TOP BEG
60327
211.58

TOP MCS
60328
210.88
TOP
60329
210.06
TOP
60330
208.80

TOP END MCE
60331
209.17
MOW BEG MID 0.5W
60332
208.97
MOW MID 0.5W
60333
208.97
MOW MID 0.5W
60334
206.74
MOW MCS MID 0.5W
60335
204.79
MOW MCS MID 0.5W
60336
204.71
NG
60337
204.53
NG
60338
203.79
MOW MCE MID 0.5W
60339
203.75
MOW MID 0.5W
60340
204.08
MOW MID 0.5W
60341
205.14
MOW MCS MID 0.5W
60342
206.75
MOW MID 0.5W
60343
206.30
NG
60344
206.56
NG
60345
206.00
NG
60346
205.84
NG
60347
206.20
MOW MCE MID 0.5W
60348
205.44
MOW END MID 0.5W
60349
205.72
MOW BEG MID 0.5W 60350
204.83
NG
60351
205.47
NG
60352
205.70
NG
60353
205.68
NG
60354
205.90
MOW MID 0.5W
60355
205.95
MOW MCS MID 0.5W
60356
205.96
MOW MID 0.5W
60357
205.99
MOW MID 0.5W
60358
205.97
MOW MCE MID 0.5W
60359
205.95
MOW END MID 0.5W
60360
205.66
NG
60361
205.48
NG
60362
205.80
FSC
60363
205.81
WL BEG MCS 0.65W 4.1H
60364
205.63
WL 0.65W 4.1H
60365
205.62
WL 0.65W 4.1H TO 3.45H
60366
205.62
WL 0.65W 3.45H TO 2.8H
60367
205.68
WL 0.65W 2.8H TO 1.8H
60368
205.96
WL END 0.65W 1.8H
60369
206.05
NG
60370
205.61
FSC
60371
205.52
SDMH
60373
209.17

NG BWALL
60374
206.65

NG BWALL
60375
205.59
ICV
60376
205.97
NG
60377
207.01
NG
60378
206.02
NG
60379
207.12
NG
60380
208.26
NG
60381
207.62
NG
60382
206.12
NG
60383
205.90
NG
60384
205.48
NG
60385
205.70
NG
60386
206.51
NG
60387
206.78

TOE BEG MCS
60388
206.09
TOE
60389
205.48
TOE
60390
205.18
TOE
60391
204.81

TOE END MCE
60392
202.84
NG
60393
202.59
NG
60394
205.27
NG
60395
206.33
NG
60396
202.95
NG
60397
203.70
NG
60398
203.35
NG
60399
205.67
NG
60400
205.06
NG
60401
205.73
ZZ/POST FOR SIGN 0.5X1
60402
205.82
ZZ/POST FOR SIGN 0.5X1
60403
205.71
SL
60404
205.73
EVT 3X5.5
60405
205.77
FSC
60406
205.64
NG
60407
205.95
ICV
60408
205.89
ICV 60409
206.00
ICV 60410
206.00
ICV
60411
205.97
ICV 60412
205.98
ICV
60413
205.98
ICV
60414
205.80
NG
60415
205.77
ICV
60416
205.70
ICV
60417
205.81
ICV
60418
205.99
ICV
60419
205.88
NG
60420
205.96

EOC BEG
60421
205.97

ZZ/ENCLOSURE BEG FOR WATER METER
60422
205.99

ZZ/ENCLOSURE FOR WATER METER
60423
205.84

ZZ/ENCLOSURE FOR WATER METER
60424
205.86

ZZ/ENCLOSURE CLS FOR WATER METER
60425
205.81
EOC
60426
205.85
EOC
60427
205.99

EOC CLS
60428
205.67
NG
60429
205.86
WM
60430
206.03
ICV
60431
205.93
FH
60432
201.51
ADS 2.25X2.25
60433
201.46
INV BEG 4.8DWN 20IN RCP
60434
201.46

INV END
60435
201.43

EOC BEG
60436
201.60
EOC
60437
201.61
EOC
60438
201.45

EOC CLS
60440
209.18
FSA
60441
207.83
FSA
60442
206.63
FSA
60443
205.87
FSA
60444
230.27

SN BEG NO EL
60445
218.33

SN NO EL
60446
218.58

SN NO EL
60447
230.38

SN CLS NO EL
60456
201.53
CITY OF MONTEBELLO ACCEPTED BY:

DEPARTMENT OF PUBLIC WORKS

REVISION

DESCRIPTION DATE

CITY ENGINEER
SCALE PLAN NO.

SHEET OF
NO.

UNDER THE SUPERVISION OF:

DATE

RIO HONDO RIVER ACCESS IMPROVEMENT PLAN
42 3916 Normal Street
San Diego, CA 92103
619.294.4477
www.ktua.com
700 South Flower Street
Suite 2100
Los Angeles, CA 90017
O: 213.418.0201
www.kpff.com

EROSION CONTROL PLAN
C-20
8 100% CONSTRUCTION DOCUMENTS DATE: 07/19/2024

70005
205.63
TC
70006
205.57
TC
70007
205.52
TC
70008
205.53
TC MCS
70009
205.52
TC
70010
205.45
TC MCE
70011
205.41
TC
70012
205.44
TC MCS
70013
205.71
TC
70014
205.77
TC
70015
205.73
TC
70016
205.91
TC MCE
70017
206.03
TC
70018
206.16

TC TX BRKN
70019
205.71
TC BX
70020
205.88
TC BX
70021
206.39

TC TX BRKN
70027
206.29
GB
70028
206.14
GB END
70029
206.17
WM
70032
206.18
WV
70033
206.20
WV
70034
206.16
FH
70035
206.07
TSPB
70040
206.07
TSPB
70041
206.05
WM
70046
206.02
WM X2
70047
206.04
WV
70052
205.74
SL
70064
205.68
SL
70067
205.73
TVT
70107
205.51
CD 3"
70108
205.55
CD 3"
70128
205.71
FSA
70129
205.58
FSA
70130
205.53
FSA
70131
205.25
FSA
70132
205.32
FSA
70133
205.15
FSA
70134
204.94
FSA
70135
204.99
FSA
70136
205.17
FSA
70137
205.06
FSA
70138
205.31
FSA
70139
205.38
FSA
70140
205.10
FSA
70141
205.18
FSA
70142
205.43
FSA
70163
205.87
TOE
70168
208.32

TOE BWL
70174
209.62

TOE BWL
70175
209.65

TOE BWL
70178
209.00

TOE BWL
70183
206.89

TOE BWL
70186
206.22
TOE
70187
206.23
TOE
70189
206.28
TOE
70192
206.40
FSA
70197
206.36
FSA
70198
206.08
FSA
70199
205.95
FSA
70200
205.84
FSA
70201
205.75
FSA
70202
205.66
FSA
70203
205.62
FSA
70204
205.61
FSA
70205
205.61
FSA
70206
205.63
FSA
70207
205.69
FSA
70216
205.92

CLM BEG
70217
205.76
CLM
70219
218.54
SN. BEG BOTT
70220
218.52
SN.
70224
205.57
ICV
70264
214.31
TRE 36"
70265
214.06
TRE 32"
70266
213.79
TRE 16"
70267
213.66
TRE 30"
70270
213.25
TRE 36"
70271
213.54
TRE 30"
70272
213.64
TRE 36"
70287
214.71

BLD BEG POL
70290
214.65
BLD AP
70303
219.02
SN TCL 8.0'X1.35'
70307
215.00
SN. BOTT
70308
222.70
SN. TOP
70316
213.29

CLF BEG
70317
214.00
CLF END @ ROOT
70343
214.75
BLD
70344
214.64
BLD
70348
213.82
BLD AP
70349
213.85

CLF BEG
70352
213.45
CLF GAT.
70353
213.42
CLF GAT.
70354
213.58

CLF END
70393
213.09
GUY
70395
213.28
GUY
70396
213.35
PLTR CTR 1.50 DIA
70397
213.07
TRE 24"
70398
213.27
PP 4458828E
70417
211.44
CLF BEG 70420
214.00

CLF END
70423
212.33
GB
70432
209.30

STR BEG
70434
209.00

STR BEG
70436
208.61

STR BEG
70438
208.16

STR BEG
70439
207.62

STR BEG
70440
207.90

STR END
70441
206.55

STR BEG
70442
207.42
STR
70443
206.90

STR END
70478
209.32

CLM BEG
70479
209.65
CLM
70480
209.70
CLM
70482
209.38
CLM CLS 70485
209.30

CLM BEG
70493
215.21
TCL CLM.
70495
215.23
TCL CLM.
70498
-775.77

BLD END POL NO Z
70502
232.61

ZZ/CABLE BEG
60095
205.64

TC BEG MCS
60100
205.44
TC @CB
60101
205.40
TC @CB
60105
205.43
TC PRC
60109
205.49
TC
60110
205.53
TC MCE
60120
205.57
TC
60125
205.64
TC
60375
205.59
ICV
60402
205.82
ZZ/POST FOR SIGN 0.5X1
60403
205.71
SL
60446
218.58

SN NO EL
60447
230.38

SN CLS NO EL
PER 811
D=3'-10"±
D=11'-7"±
D=11'-9"±
D=2'-11"±
D=2'-2"±
D=13'-0"±
D=11'-0"±

TOO DEEP
E BEVERLY BLVD ℄

EROSION CONTROL PLAN
CITY OF MONTEBELLO ACCEPTED BY:

DEPARTMENT OF PUBLIC WORKS

REVISION

DESCRIPTION DATE

CITY ENGINEER
SCALE PLAN NO.

SHEET OF
NO.

UNDER THE SUPERVISION OF:

DATE

RIO HONDO RIVER ACCESS IMPROVEMENT PLAN
42 3916 Normal Street
San Diego, CA 92103
619.294.4477
www.ktua.com
700 South Flower Street
Suite 2100
Los Angeles, CA 90017
O: 213.418.0201
www.kpff.com
C-21
9 100% CONSTRUCTION DOCUMENTS DATE: 07/19/2024

60458
200.22
FSC
60459
198.79
FSC
60460
198.90
GB BEG
60461
198.61
GB END
60462
199.27
GB BEG
60463
199.02
GB END
60464
204.78
TRE 4IN
60465
204.29
TRE 4IN
60466
204.51
FG
60467
203.51
FG
60468
203.99
FG
60469
204.87
FG
60481
207.87
ZZ/PIPE 4IN TOP
60482
207.52
INV
60483
207.31

ZZ/RIPRAP
60484
207.93

ZZ/RIPRAP BEG
60485
207.38

ZZ/RIPRAP
60486
207.23

ZZ/RIPRAP
60487
207.02

ZZ/RIPRAP
60488
206.36

ZZ/RIPRAP
60489
206.66

ZZ/RIPRAP
60490
207.65

ZZ/RIPRAP
60491
207.65

ZZ/RIPRAP END
60505
200.96
NG
60506
201.16
EOC
60507
198.59

EOC MCS
60508
198.44
NG
60509
198.99
RLH
60510
198.61

RLH END
60511
198.05
EOC
60512
197.42

EOC MCE
60513
197.25

EOC END
60514
197.26
NG
60515
197.22
TC BEG
60519
197.79

TOE BEG MCS
60520
197.40
TOE
60521
195.10
TOE
60522
195.04
60565
60566
197.53

RLH END
60567
197.85
FSC
60568
198.47
NG
60569
198.87
NG
60570
198.22
TRE 7
60584
200.79

TOE END
60585
204.88
NG
60588
208.54
TRE MULTI 4
60589
205.75
TRE 2
60457
201.40
BOL .3W
70002
205.74

TC BEG POL
70003
205.68
TC
70004
205.66
TC
70005
205.63
TC
70006
205.57
TC
70007
205.52
TC
70008
205.53
TC MCS
70009
205.52
TC
70010
205.45
TC MCE
70011
205.41
TC
70012
205.44
TC MCS
70054
205.69
WL
70055
205.67

WL MCE NG
70056
205.98
WL END
70057
206.45
BWL
70058
205.63
EOC1 BEG MCS
70059
205.63
EOC1 70060
205.61
EOC1 MCE
70061
205.62
EOC1
70062
205.68
EOC1
70063
205.78
EOC1
70064
205.68
SL
70065
205.72

TVT BEG
70066
205.70
TVT
70067
205.73
TVT
70068
205.74

TVT CLS
70069
205.76
EOC1
70070
205.79
EOC1
70071
205.92
EOC1 END POL
70072
205.70
NG
70073
205.10

FL BEG POL
70074
205.23

EG BEG POL
70075
205.18
EG
70076
205.04
FL
70077
205.02
FL
70078
205.19
EG
70079
205.14
EG
70080
204.98
FL
70081
204.93
FL
70082
205.09
EG
70083
205.05
EG
70084
204.91
FL
70085
204.90
FL MCS
70086
205.06
EG MCS
70087
205.00
EG
70088
204.88
FL
70089
204.98
EG MCE
70090
204.84
FL MCE
70091
204.76
FL
70092
204.87
EG
70093
204.74
CB BEG
70094
204.66
CB END
70095
204.91
EG MCS
70096
204.69
FL MCS
70134
204.94
FSA
70135
204.99
FSA
70136
205.17
FSA
70137
205.06
FSA
70138
205.31
FSA
70139
205.38
FSA
70140
205.10
FSA
70141
205.18
FSA
70142
205.43
FSA
70143
205.18
FSA
70144
205.47
FSA
70145
205.22
FSA
70146
205.55
FSA
70147
205.27
FSA
70148
205.53
FSA
70149
204.98
NG
70150
205.49
NG
70151
205.72
NG
70152
205.69
NG
70153
206.02
NG
70154
206.16
NG
70155
205.71
NG
70156
205.59
NG
70157
206.41
NG
70158
206.80
NG
70159
206.88
NG
70160
206.31
NG
70161
205.49
NG
70162
205.50
NG
70163
205.87
TOE
70164
205.55
NG
70165
207.83
TW CL
70166
207.83
TW CL
70167
208.44
TW CL
70168
208.32

TOE BWL
70169
208.48
TW CL 70170
209.12
TW CL
70171
209.16
TW CL
70172
209.80
TW CL
70173
209.86
TW CL
70174
209.62

TOE BWL
70207
205.69
FSA
70208
205.71
FSA
70209
205.81
FSA
70210
205.94
FSA
70211
205.96
FSA
70212
205.70

CLM BEG
70213
205.72
CLM
70214
205.73
CLM
70215
205.71

CLM CLS
70216
205.92

CLM BEG
70217
205.76
CLM
70218
205.80

CLM RECT
70219
218.54
SN. BEG BOTT
70220
218.52
SN.
70221
218.34
SN.
70222
218.31
SN. CLS
70223
205.46

SDMH CTR
70224
205.57
ICV
70225
214.39
TOP
70226
214.33
LAWN
70227
214.54
LAWN
70228
214.25
TOP
70229
213.64
70230 TOP
213.68
NG
70231
213.62
LAWN
70232
213.54
WL1 BEG
70233
213.79
BWL
70234
213.37
WL1 EOC BEG
70235
213.43
EOC
70236
213.74

EOC END POL
70237
213.35
WL1 70238
214.24
TW CL
70239
213.39
TOP
70241
213.10
WL1 AP
70242
213.06
WL1 END BRKN
70240
212.60
TOP
70243
213.10
WL1 BEG BRKN
70244
213.05

BWL CONC
70245
212.77
NG
70246
213.05
DRN PIPE 8" INV @ BENT -5.75
70247
213.14
FSC
70248
212.98
FSC
70250
213.58
BWL NG
70251
214.10
TW CL
70252
213.34
WL1 END EVG1 BEG
70253
213.26
NG
70254
213.08
FL1 BEG
700
213.35

FD LTT LACO DWP
70255
213.12

EVG BEG
70256
213.25
FL1
70257
213.36
EVG
WL1 BEG EOC2 BEG
70291
213.15
NG
70292
213.43
EOC2 MCS
70293
213.35
EOC2
70294
213.41
EOC2 MCE
70295
213.47
EOC2 AP 70296
213.77
EOC2 MCS
70297
213.99
EOC2
70298
214.18
EOC2 MCE
70299
214.33
EOC2 END POL
70301
213.99
NG
70302
213.29
NG
70509
205.65
CHK BS
70727
205.61
CHK BS
600
209.46
SET MAG 60D
617
202.00

SET SCRX
619
205.99

SET SCRX
621
207.38
FD BM 5797 LTT LACO DPW
622
205.71
FD LT
623
206.14

FD LTT LACO DPW
624
206.53
FD SPK
627
205.66

FD LTT LACO DPW
60089
206.11
TC END
60090
206.13
FSA
60091
205.52
EVG
60092
205.52

EVG EOC BEG
60093
205.65
EOC
60094
205.68

EOC END
60095
205.64

TC BEG MCS
60096
204.97

FL BEG MCS
60097
205.03

EG BEG MCS
60098
204.94
EG 60099
204.72
FL
60100
205.44
TC @CB
60101
205.40
TC @CB
60102
204.77
FL
60103
204.87
EG
60104
204.79
FL PRC
60105
205.43
TC PRC
60106
204.91
EG PRC
60107
204.97
EG
60108
204.88
FL
60109
205.49
TC
60110
205.53
TC MCE
60111
204.90
FL MCE
60112
205.05
EG MCE
60113
205.64

BW BEG MCS
60114
205.57
NG
60115
205.39
NG
60116
205.64
BW
60117
205.62
BW MCE
60118
205.60
NG
60119
205.68
BW
60120
205.57
TC
60121
204.97
FL
60122
205.11
EG
60123
205.14
EG
60124
204.99
FL
60125
205.64
TC
60126
205.77
BW
60127
205.66
NG
60128
205.82

BW GB BEG
60129
205.70
BW GB END 60130
205.20
EG
60131
205.04
FL
60132
205.69
TC
60133
205.80
BW
60134
205.68
NG
60135
205.58
NG
60136
205.91
BW
60137
205.78
TC
60138
205.14
FL
60139
205.29
EG
60140
205.39
EG
60141
205.22
FL
60142
205.86
TC
60143
205.98
BW
60144
205.84
NG
60145
205.98
BW MCS
60146
205.79
NG
60147
205.86
TC MCS
60148
205.25

FL MCS FLO BEG
60149
205.40

EG END EVG BEG
60150
205.39
EVG
60151
205.34
FL
60152
205.90
TC
60153
205.97
BW
60154
206.07
BW
60155
206.08
BW MCE
60156
205.91
NG
60157
206.05
TC TX
60158
205.46
FL
60159
205.60
FL
60160
205.62
TC BX
60161
205.72
TC BX
60162
205.70
FL
60163
205.49
FLO
60164
205.56
EVG
60168
205.66

EG BEG MCS
60169
205.76
EG
60170
206.12
EG
60171
205.98
FL
60172
206.60
TC TX
60173
207.25
TC
60174
206.63
FL
60175
206.78
EG
60176
207.91
EG PRC
60177
207.74
FL PRC
60178
208.37
TC PRC
60179
209.33
TC
60180
208.72
FL
60181
208.91
EG
60182
210.22
EG
60183
210.02
FL
60184
210.71
TC
60185
212.10

TC END MCE
60186
210.70

FL END MCE
60187
210.96

EG END MCE
60188
202.02
CHK 617
60189
206.00
CHK 619
60190
211.77

TC BEG MCS
60191
211.39
FSA
60192
210.28
TC
60193
209.89
FSA
60194
209.05
TC PCR
60195
208.58
FSA
60196
208.56
TC
60197
208.12
FSA
60198
207.37
TC MCE
60199
206.93
FSA
60200
206.12
FSA
60201
206.58
TC
60202
206.59
TC
60210
201.96
FSC
60211
202.58
TC
60212
202.57
NG
60213
201.39
NG
60214
200.89
TC END
60215
200.24
FSC
60216
205.99
CHK 619
60217
206.26
ZZ/PIPE 3IN
60218
206.29
SN
60219
206.92
SN
60220
206.51

TOP BEG
60221
206.90
TOP
60222
206.25
NG
60223
206.74
NG
60224
207.52
NG
60225
205.58
NG
60226
207.48
TOP
60227
208.97
TOP
60228
208.82
NG
60229
206.97
NG
60230
210.46
TOP
60231
210.97

TOP END
60232
211.24
NG
60233
209.55
NG
60234
210.80
ICV
60235
211.02
ICV
60236
211.08
ICV
60237
210.38
NG
60238
211.74

RLG BEG MCS
60239
210.36
RLG
60240
209.50
RLG
60241
208.50

RLG PRC
60242
207.20
RLG
60243
207.13

RLG MCE
60244
206.59

RLG END
60258
205.78

ZZ/CONG DOME BEG
60259
205.88

ZZ/CONG DOME
60260
205.73

ZZ/CONG DOME
60261
205.67

ZZ/CONG DOME CLS
60262
206.06
GB BEG
60263
206.06
GB END
60264
206.10

APRN BEG
60265
206.04

APRN END
60266
206.08
TS
60267
206.05
TSPB
60268
206.02
TSPB
60269
206.11

TC BEG MCS
60270
206.37
TC
60271
205.80
FSC
60272
206.00
FSC
60273
206.56
TC
60274
206.74
TC
60275
207.27

TC END MCE
60276
207.18
NG
60277
207.23

APRN BEG BW BEG
60278
207.25

BW MCS GB BEG
60279
207.18
GB END
60280
207.12

APRN END
60281
206.50

APRN BEG
60282
206.45
APRN2 BEG
60283
206.62
APRN2 END
60284
206.66

APRN END
60285
206.11
TSPB
60286
206.38
TS
60287
206.38
NG
60288
207.60
NG
60289
207.79
BW
60290
208.38
BW PRC
60291
208.69
BW
60292
209.01
BW PRC
60293
208.84
NG
60294
209.07
BW
60295
209.23
BW PRC
60296
210.48
BW
60297
210.42
NG
60298
209.45
CHK 600
60299
211.71

BW GB BEG
60300
211.55
GB END
60301
211.28
NG
60302
211.81
GB BEG
60303
211.94

BW GB END
60304
212.61

BW END MCE
60305
212.33
NG
60306
212.30
NG
60307
212.55

EOC BEG MCS
60308
211.84
EOC
60309
211.54
EOC
60310
210.30
EOC
60311
210.08
NG
60312
209.67
EOC
60313
209.48

EOC END MCE
60314
209.28
NG
60315
210.09
NG
60316
210.26
TRE 6
60317
211.14
TRE 6
60318
211.25
NG
60319
210.92

EOC BEG
60320
210.85
EOC
60321
210.74
EOC
60322
210.76

EOC END
60323
210.78
SL
60324
211.78
ICV
60325
211.71
ICV
60326
212.31

TOP BEG
60327
211.58

TOP MCS
60328
210.88
TOP
60329
210.06
TOP
60330
208.80

TOP END MCE
60331
209.17
MOW BEG MID 0.5W
60332
208.97
MOW MID 0.5W
60333
208.97
MOW MID 0.5W
60334
206.74
MOW MCS MID 0.5W
60335
204.79
MOW MCS MID 0.5W
60336
204.71
NG
60337
204.53
NG
60338
203.79
MOW MCE MID 0.5W
60339
203.75
MOW MID 0.5W
60340
204.08
MOW MID 0.5W
60341
205.14
MOW MCS MID 0.5W
60342
206.75
MOW MID 0.5W
60343
206.30
NG
60344
206.56
NG
60345
206.00
NG
60346
205.84
NG
60347
206.20
MOW MCE MID 0.5W
60348
205.44
MOW END MID 0.5W
60349
205.72
MOW BEG MID 0.5W 60350
204.83
NG
60351
205.47
NG
60352
205.70
NG
60353
205.68
NG
60354
205.90
MOW MID 0.5W
60355
205.95
MOW MCS MID 0.5W
60356
205.96
MOW MID 0.5W
60357
205.99
MOW MID 0.5W
60358
205.97
MOW MCE MID 0.5W
60359
205.95
MOW END MID 0.5W
60360
205.66
NG
60361
205.48
NG
60362
205.80
FSC
60363
205.81
WL BEG MCS 0.65W 4.1H
60364
205.63
WL 0.65W 4.1H
60365
205.62
WL 0.65W 4.1H TO 3.45H
60366
205.62
WL 0.65W 3.45H TO 2.8H
60367
205.68
WL 0.65W 2.8H TO 1.8H
60368
205.96
WL END 0.65W 1.8H
60369
206.05
NG
60370
205.61
FSC
60371
205.52
SDMH
60373
209.17

NG BWALL
60374
206.65

NG BWALL
60375
205.59
ICV
60376
205.97
NG
60377
207.01
NG
60378
206.02
NG
60379
207.12
NG
60380
208.26
NG
60381
207.62
NG
60382
206.12
NG
60383
205.90
NG
60384
205.48
NG
60385
205.70
NG
60386
206.51
NG
60387
206.78

TOE BEG MCS
60388
206.09
TOE
60389
205.48
TOE
60390
205.18
TOE
60391
204.81

TOE END MCE
60392
202.84
NG
60393
202.59
NG
60394
205.27
NG
60395
206.33
NG
60396
202.95
NG
60397
203.70
NG
60398
203.35
NG
60399
205.67
NG
60400
205.06
NG
60401
205.73
ZZ/POST FOR SIGN 0.5X1
60402
205.82
ZZ/POST FOR SIGN 0.5X1
60403
205.71
SL
60404
205.73
EVT 3X5.5
60405
205.77
FSC
60406
205.64
NG
60407
205.95
ICV
60408
205.89
ICV 60409
206.00
ICV 60410
206.00
ICV
60411
205.97
ICV 60412
205.98
ICV
60413
205.98
ICV
60414
205.80
NG
60415
205.77
ICV
60416
205.70
ICV
60417
205.81
ICV
60418
205.99
ICV
60419
205.88
NG
60420
205.96

EOC BEG
60421
205.97

ZZ/ENCLOSURE BEG FOR WATER METER
60422
205.99

ZZ/ENCLOSURE FOR WATER METER
60423
205.84

ZZ/ENCLOSURE FOR WATER METER
60424
205.86

ZZ/ENCLOSURE CLS FOR WATER METER
60425
205.81
EOC
60426
205.85
EOC
60427
205.99

EOC CLS
60428
205.67
NG
60429
205.86
WM
60430
206.03
ICV
60431
205.93
FH
60432
201.51
ADS 2.25X2.25
60433
201.46
INV BEG 4.8DWN 20IN RCP
60434
201.46

INV END
60435
201.43

EOC BEG
60436
201.60
EOC
60437
201.61
EOC
60438
201.45

EOC CLS
60439
211.56
FSA
60440
209.18
FSA
60441
207.83
FSA
60442
206.63
FSA
60443
205.87
FSA
60444
230.27

SN BEG NO EL
60445
218.33

SN NO EL
60446
218.58

SN NO EL
60447
230.38

SN CLS NO EL
60448
201.85
TW BEG .90W
60449
200.54
TW
60450
199.59
TW
60452
197.90
FG
60453
199.50
FG
60454
201.52
FG
60455
200.60
FG
60456
201.53
FG

E BEVERLY BLVD
℄
CITY OF MONTEBELLO ACCEPTED BY:

DEPARTMENT OF PUBLIC WORKS

REVISION

DESCRIPTION DATE

CITY ENGINEER
SCALE PLAN NO.

SHEET OF
NO.

UNDER THE SUPERVISION OF:

DATE

RIO HONDO RIVER ACCESS IMPROVEMENT PLAN
42 3916 Normal Street
San Diego, CA 92103
619.294.4477
www.ktua.com
700 South Flower Street
Suite 2100
Los Angeles, CA 90017
O: 213.418.0201
www.kpff.com

GRADING PAVING AND UTILITY PLAN
C-30
10 100% CONSTRUCTION DOCUMENTS DATE: 07/19/2024

D=3'-3"±
D=2'-8"±
D=2'-10"±
PER 811
D=3'-10"±
D=11'-7"±
D=11'-9"±
D=2'-11"±
D=2'-2"±
D=13'-0"±
D=11'-0"±

TOO DEEP
70000
206.31
CHK 601
70001
206.03
CHK 602
70004
205.66
TC
70005
205.63
TC
70006
205.57
TC
70007
205.52
TC
70008
205.53
TC MCS
70009
205.52
TC
70010
205.45
TC MCE
70011
205.41
TC
70012
205.44
TC MCS
70013
205.71
TC
70014
205.77
TC
70015
205.73
TC
70016
205.91
TC MCE
70017
206.03
TC
70018
206.16

TC TX BRKN
70019
205.71
TC BX
70020
205.88
TC BX
70021
206.39

TC TX BRKN
70027
206.29
GB
70028
206.14
GB END
70029
206.17
WM
70030
206.11
FSC
70031
206.17
FSC
70032
206.18
WV
70033
206.20
WV
70034
206.16
FH
70035
206.07
TSPB
70036
206.09
FSC
70037
206.11
FSC
70038
206.07
FSC
70039
206.07
FSC
70040
206.07
TSPB
70041
206.05
WM
70042
206.10
FSC
70043
206.00
FSC
70044
206.00
FSC
70045
206.04
FSC
70046
206.02
WM X2
70047
206.04
WV
70048
206.02

WL BEG EOC BEG
70049
205.92
WL MCS
70050
205.92
WL
70051
205.84
WL
70052
205.74
SL
70053
205.86
SDMH
70054
205.69
WL
70055
205.67

WL MCE NG
70056
205.98
WL END
70057
206.45
BWL
70058
205.63
EOC1 BEG MCS
70059
205.63
EOC1
70060
205.61
EOC1 MCE
70061
205.62
EOC1
70062
205.68
EOC1
70063
205.78
EOC1
70064
205.68
SL
70065
205.72

TVT BEG
70066
205.70
TVT
70067
205.73
TVT
70068
205.74

TVT CLS
70069
205.76
EOC1
70077
205.02
FL
70078
205.19
EG
70079
205.14
EG
70080
204.98
FL
70081
204.93
FL
70082
205.09
EG
70083
205.05
EG
70084
204.91
FL
70085
204.90
FL MCS
70086
205.06
EG MCS
70087
205.00
EG
70088
204.88
FL
70089
204.98
EG MCE
70090
204.84
FL MCE
70091
204.76
FL
70092
204.87
EG
70093
204.74
CB BEG
70094
204.66
CB END
70095
204.91
EG MCS
70096
204.69
FL MCS
70097
205.03
FL
70098
205.13
EG
70099
205.28
EG
70100
205.04
FL
70101
205.06
FL
70102
205.24
EG
70103
205.26
FL MCE
70104
205.38
EG MCE
70105
205.54
EG
70106
205.38
FL
70107
205.51
CD 3"
70108
205.55
CD 3"
70109
205.52
FL
70110
205.65
EG 70111
205.69
EG
70112
205.54
FL
70113
205.76
FL
70114
205.94
EG
70128
205.71
FSA
70129
205.58
FSA
70130
205.53
FSA
70131
205.25
FSA
70132
205.32
FSA
70133
205.15
FSA
70134
204.94
FSA
70135
204.99
FSA
70136
205.17
FSA
70137
205.06
FSA
70138
205.31
FSA
70139
205.38
FSA
70140
205.10
FSA
70141
205.18
FSA
70142
205.43
FSA
70143
205.18
FSA
70152
205.69
NG
70153
206.02
NG
70154
206.16
NG
70155
205.71
NG
70156
205.59
NG
70157
206.41
NG
70158
206.80
NG
70159
206.88
NG
70160
206.31
NG
70161
205.49
NG
70162
205.50
NG
70163
205.87
TOE
70164
205.55
NG
70165
207.83
TW CL
70166
207.83
TW CL
70167
208.44
TW CL
70168
208.32

TOE BWL
70169
208.48
TW CL
70170
209.12
TW CL
70171
209.16
TW CL
70172
209.80
TW CL
70173
209.86
TW CL
70174
209.62

TOE BWL
70175
209.65

TOE BWL
70176
209.80
TW CL
70177
209.71
TW CL
70178
209.00

TOE BWL
70179
209.68
TW CL
70180
209.03
TW CL
70181
209.05
TW CL
70182
208.38
TW CL
70183
206.89

TOE BWL
70184
205.95
NG
70185
206.20
EOC 70186
206.22
TOE
70187
206.23
TOE
70188
206.27
EOC
70189
206.28
TOE
70190
206.30
EOC
70191
206.32
FSC
70192
206.40
FSA
70197
206.36
FSA
70198
206.08
FSA
70199
205.95
FSA
70200
205.84
FSA
70201
205.75
FSA
70202
205.66
FSA
70203
205.62
FSA
70204
205.61
FSA
70205
205.61
FSA
70206
205.63
FSA
70207
205.69
FSA
70208
205.71
FSA
70212
205.70

CLM BEG
70213
205.72
CLM
70214
205.73
CLM
70215
205.71

CLM CLS
70216
205.92

CLM BEG
70217
205.76
CLM
70218
205.80

CLM RECT
70219
218.54
SN. BEG BOTT
70220
218.52
SN.
70221
218.34
SN.
70222
218.31
SN. CLS
70223
205.46

SDMH CTR
70224
205.57
ICV
70225
214.39
TOP
70226
214.33
LAWN
70227
214.54
LAWN
70228
214.25
TOP
70229
213.64
70230 TOP
213.68
NG
70231
213.62
LAWN
70232
213.54
WL1 BEG
70233
213.79
BWL
70234
213.37
WL1 EOC BEG
70235
213.43
EOC
70236
213.74

EOC END POL
70237
213.35
WL1 70238
214.24
TW CL
70239
213.39
TOP
70241
213.10
WL1 AP
70242
213.06
WL1 END BRKN
70240
212.60
TOP
70243
213.10
WL1 BEG BRKN
70244
213.05

BWL CONC
70245
212.77
NG
70246
213.05
DRN PIPE 8" INV @ BENT -5.75
70247
213.14
FSC
70248
212.98
FSC
70250
213.58
BWL NG
70251
214.10
TW CL
70252
213.34
WL1 END EVG1 BEG
70253
213.26
NG
70254
213.08
FL1 BEG
700
213.35

FD LTT LACO DWP
70255
213.12

EVG BEG
70256
213.25
FL1
70257
213.36
EVG
70258
213.56
EVG AP
70259
213.54
EVG1 AP
70260
213.46
FL1
70261
213.34
TOP
70262
214.23
TOP 70263
214.42
NG
70264
214.31
TRE 36"
70265
214.06
TRE 32"
70266
213.79
TRE 16"
70267
213.66
TRE 30"
70268
213.27
TOP 70269
213.57
NG
70270
213.25
TRE 36"
70271
213.54
TRE 30"
70272
213.64
TRE 36"
70273
213.71
TOP
70274
214.45
EVG1
70275
214.29
FL1
70276
214.30
EVG
70277
213.55
WL1 BEG EOC2 BEG
70278
213.57
BWL
70279
213.61
WL1 MCS
70280
213.58
WL1
70281
213.62
WL1 END MCE NG
70282
213.74
EOC1 BEG
70283
213.71
EOC1 AP
70284
214.95
TW CL
70285
214.28
NG
70286
214.61
NG
70287
214.71

BLD BEG POL
70288
214.80
DR CL 3.0' 70289
214.72
FSC
70290
214.65
BLD AP
70291
213.15
NG
70292
213.43
EOC2 MCS
70293
213.35
EOC2
70294
213.41
EOC2 MCE
70295
213.47
EOC2 AP 70296
213.77
EOC2 MCS
70297
213.99
EOC2
70298
214.18
EOC2 MCE
70299
214.33
EOC2 END POL
70300
214.03
NG 70301
213.99
NG
70302
213.29
NG
70303
219.02
SN TCL 8.0'X1.35'
70304
214.40
EVG1
70305
214.25
EVG
70306
214.22
FL1
70307
215.00
SN. BOTT
70308
222.70
SN. TOP
70309
222.85

EVE BEG POL
70310
222.80
EVE
70311
222.81
EVE
70312
206.31
CHK 70000
70313
208.00

CONC BEG
70314
213.44

CONC TOP
70315
213.23
TOP NG
70316
213.29

CLF BEG
70317
214.00
CLF END @ ROOT
70318
214.15
WL1 BEG
70319
213.81
NG
70320
214.73

BWL FSC
70321
214.69

BWL FSC
70322
214.06
EOC1 END
70323
213.70
NG
70324
215.48
TW CL
70325
214.19
WL1
70326
215.44
TW CL
70327
215.30
TW CL
70328
214.67
TW CL
70329
214.69
BWL
70330
214.61
BWL
70331
215.18
TW CL
70332
215.14
TW CL
70333
214.43
TW CL
70334
213.66
EVG
70335
213.62
FL1
70336
213.71
EVG1
70337
213.72
EVG1
70338
213.64
FL1
70339
213.70
EVG
70340
213.62
WL1
70341
215.15
70342 TW CL
215.48
TW CL
70343
214.75
BLD
70344
214.64
BLD
70345
214.51

BWL FSC
70346
214.56
70347 FSC
215.17
TW CL
70348
213.82
BLD AP
70349
213.85

CLF BEG
70350
213.73
CRP
70351
214.68

FSC BWL
70352
213.45
CLF GAT.
70353
213.42
CLF GAT.
70354
213.58

CLF END
70355
213.39
WL1
70356
213.70
WL1 END
70357
213.58
FSC
70358
213.27
EVG
70359
213.30
EVG
70360
213.42

EVG END POL
70361
213.28
EVG1 END WL1 BEG
70362
213.20
FL1
70363
213.28
WL1
70364
212.92
TOP
70365
212.98
NG
70366
213.16
INV -2.10' 4"
70367
213.17
INV -2.05' 4"
70368
213.17
70369 DRN
213.20
FSC
70370
213.15
FSC
70371
213.24
EVG BEG WL1
70372
213.32
EVG
70373
213.42

EVG END POL
70374
213.17
FL1 END
70375
213.15
FL1 BEG
70376
213.21
FL1
70377
213.32
FL1 END POL
70378
222.60
EVE
70379
213.33
TOP
70380
213.58
WL1 END X0.20
70381
214.13
TW CL
70382
213.16

EOC BEG
70383
212.71

EOC MCS
70384
212.41
EOC
70385
211.83
EOC
70386
211.66

EOC MCE
70387
211.73
EOC
70388
211.87
EOC MCS 70389
212.07
EOC
70390
212.35
EOC
70391
212.63

EOC MCE
70392
212.65

EOC CLS
70393
213.09
GUY
70394
213.63
WL1 BEG CONC END
70395
213.28
GUY
70396
213.35
PLTR CTR 1.50 DIA
70397
213.07
TRE 24"
70398
213.27
PP 4458828E
70399
214.02
WL1 END POL
70400
213.75

FSC BWL
70401
213.60

FSC BWL
70402
213.27

EOC BEG MCS
70403
213.22
EOC
70404
213.07
EOC
70405
212.63
EOC
70406
212.55
EOC 70407
212.61
EOC
70408
212.79
EOC70409
213.13
EOC
70410
213.30
EOC
70411
213.30

EOC CLS MCE
70412
213.15
NG
70413
213.77
CONC. BRKN
70414
213.61
CONC. BRKN
70415
213.47
CONC. BRKN
70416
213.63
CONC. BRKN
70417
211.44

CLF BEG
70418
211.34

BWL TOE
70419
213.46
TOP
70420
214.00

CLF END
70421
213.82
FSC
70422
213.04
TOP
70423
212.33
GB
70424
210.78

BWL TOE
70425
210.24

BWL TOE
70426
212.69
TOP
70427
209.76

BWL TOE
70428
209.31

BWL TOE
70429
208.87

BWL TOE
70430
209.34
WL1 BEG POL
70431
211.43
TW CL
70432
209.30

STR BEG
70434
209.00

STR BEG
70436
208.61

STR BEG
70438
208.16

STR BEG
70439
207.62

STR BEG
70440
207.90

STR END
70441
206.55

STR BEG
70442
207.42
STR
70443
206.90

STR END
70444
208.74
WL1
70445
210.81

TW CL BRKN
70446
210.71

TW CL BRKN
70447
210.86

TW CL BRKN
70448
210.39
TW CL
70449
207.91
WL1 MCS
70450
207.42
WL1
70451
206.84
WL1
70452
206.50
WL1 MCS
70453
206.30
WL1 END 70454
206.93

TW CL BRKN
70455
206.94

TW CL BRKN
70456
208.40
TW CL
70457
208.46
TW CL
70458
209.12
TW CL
70459
209.30
TW CL
70478
209.32

CLM BEG
70479
209.65
CLM
70480
209.70
CLM
70481
209.68

BWL FSC
70482
209.38

CLM CLS
70483
209.41
WL1 BEG EX. TO CLM.
70484
209.29
WL1 END EX. TO CLM.
70485
209.30

CLM BEG
WL1 BEG EX. TO CLM.
70493
215.21
TCL CLM.
215.00
TW CL
70495
215.23
TCL CLM.
70496
220.08
TW CL
70497
220.05
TW CL
70498
-775.77

BLD END POL NO Z
70499
222.60
EVE END PROD TO BLD.
70500
227.70
HP 70501
227.70
HP
70502
232.61

ZZ/CABLE BEG
70509
205.65
CHK BS
70727
205.61
CHK BS
601
206.25
FD LTT LS 2427
602
205.98
FD LTT LS 2427
627
205.66

FD LTT LACO DPW
60095
205.64

TC BEG MCS
60096
204.97

FL BEG MCS
60097
205.03

EG BEG MCS
60098
204.94
EG
60099
204.72
FL
60100
205.44
TC @CB
60101
205.40
TC @CB
60102
204.77
FL
60103
204.87
EG
60104
204.79
FL PRC
60105
205.43
TC PRC
60106
204.91
EG PRC
60107
204.97
EG
60108
204.88
FL
60109
205.49
TC
60110
205.53
TC MCE
60111
204.90
FL MCE
60112
205.05
EG MCE
60113
205.64

BW BEG MCS
60114
205.57
NG
60115
205.39
NG
60116
205.64
BW
60117
205.62
BW MCE
60118
205.60
NG
60119
205.68
BW
60120
205.57
TC
60121
204.97
FL
60122
205.11
EG
60123
205.14
EG
60124
204.99
FL
60125
205.64
TC
60126
205.77
BW
60127
205.66
NG
60362
205.80
FSC
60363
205.81
WL BEG MCS 0.65W 4.1H
60364
205.63
WL 0.65W 4.1H
60365
205.62
WL 0.65W 4.1H TO 3.45H
60366
205.62
WL 0.65W 3.45H TO 2.8H
60367
205.68
WL 0.65W 2.8H TO 1.8H
60368
205.96
WL END 0.65W 1.8H
60369
206.05
NG
60370
205.61
FSC
60371
205.52
SDMH
60372
209.75

NG BWALL
60373
209.17

NG BWALL
60374
206.65

NG BWALL
60375
205.59
ICV
60376
205.97
NG
60377
207.01
NG
60378
206.02
NG
60379
207.12
NG
60380
208.26
NG
60381
60382
206.12
NG
60383
205.90
NG 60401
205.73
ZZ/POST FOR SIGN 0.5X1
60402
205.82
ZZ/POST FOR SIGN 0.5X1
60403
205.71
SL
60404
205.73
EVT 3X5.5
60444
230.27

SN BEG NO EL
60445
218.33

SN NO EL
60446
218.58

SN NO EL
60447
230.38

SN CLS NO EL

MAP OF MONTEBELLO
M.R. 78, PAGES 19 TO 23
POR OF 103
TRACT NO. 13859
M.B. 282, PAGES 15 & 15
POR OF LOTS 122 TO 125
E BEVERLY BLVD ℄

GRADING PAVING AND UTILITY PLAN
CITY OF MONTEBELLO ACCEPTED BY:

DEPARTMENT OF PUBLIC WORKS

REVISION

DESCRIPTION DATE

CITY ENGINEER
SCALE PLAN NO.

SHEET OF
NO.

UNDER THE SUPERVISION OF:

DATE

RIO HONDO RIVER ACCESS IMPROVEMENT PLAN
42 3916 Normal Street
San Diego, CA 92103
619.294.4477
www.ktua.com
700 South Flower Street
Suite 2100
Los Angeles, CA 90017
O: 213.418.0201
www.kpff.com
C-31
11 100% CONSTRUCTION DOCUMENTS DATE: 07/19/2024

UTILITY PROFILES
CITY OF MONTEBELLO ACCEPTED BY:

DEPARTMENT OF PUBLIC WORKS

REVISION

DESCRIPTION DATE

CITY ENGINEER
SCALE PLAN NO.

SHEET OF
NO.

UNDER THE SUPERVISION OF:

DATE

RIO HONDO RIVER ACCESS IMPROVEMENT PLAN
42 3916 Normal Street
San Diego, CA 92103
619.294.4477
www.ktua.com
700 South Flower Street
Suite 2100
Los Angeles, CA 90017
O: 213.418.0201
www.kpff.com
C-40
12 100% CONSTRUCTION DOCUMENTS DATE: 07/19/2024

CITY OF MONTEBELLO ACCEPTED BY:

DEPARTMENT OF PUBLIC WORKS

REVISION

DESCRIPTION DATE

CITY ENGINEER
SCALE PLAN NO.

SHEET OF
NO.

UNDER THE SUPERVISION OF:

DATE

RIO HONDO RIVER ACCESS IMPROVEMENT PLAN
42 3916 Normal Street
San Diego, CA 92103
619.294.4477
www.ktua.com
700 South Flower Street
Suite 2100
Los Angeles, CA 90017
O: 213.418.0201
www.kpff.com

DETAILS
C-50
13 100% CONSTRUCTION DOCUMENTS DATE: 07/19/2024

PUBLIC ROW

LIMIT OF WORK

LIMIT OF WORK

LIMIT OF WORK

PUBLIC ROW

LIMIT OF WORK

E BEVERLY TERRACE

E BEVERLY BLVD

PUBLIC ROW

PUBLIC ROW
14 SCALE: 1"= 10' N
0 5 10 20

HARDSCAPE AND SITE FURNISHINGS PLAN
P.A.

LANDSCAPE CONSTRUCTION REFERENCE LEGEND

KEY SYMBOL DESCRIPTION DETAIL
STABLIZED DECOMPOSED GRANITE A / LC-4.0
LANDSCAPE CURB B / LC-4.0

EQUESTRIAN HITCHING AREA

SURFACING, UNSTABILIZED

DECOMPOSED GRANITE
C / LC-4.0
STONE COBBLE C / LC-5.0
HORSE DRINKING POST D / LC-4.0
BENCH E / LC-4.0
BICYCLE REST F / LC-4.0
SHADE SHELTER A / LC-3.0
ACCESSIBLE PICNIC TABLE B / LC-3.0
HORSE HITCHING POST C / LC-3.0
ACCESSIBLE DRINKING FOUNTAIN A / LC-5.0
DUAL STREAM WASTE RECEPTACLE B / LC-5.0
FUNDING ACKNOWLEDGEMENT SIGN D / LC-5.0
HORSE MOUNTING BLOCK E / LC-5.0

ELECTRONIC BILLBOARD -

1. REFER TO SHEET LC-4.0 FOR LANDSCAPE CONSTRUCTION NOTES.

2. REFER TO SHEET LC-4.0 FOR FULL LANDSCAPE CONSTRUCTION LEGEND.

3. REFER TO SHEETS LC-5.0 THROUGH LC-7.0 FOR LANDSCAPE
CONSTRUCTION DETAILS.

4. AREAS LABELED "P.A." ARE UNPAVED PLANTER AREAS.

5. ALL SHEET CALLOUTS ARE USED TO POINT OUT THE SYMBOL BEING USED FOR EACH SITE ELEMENT ON THE SHEET. THESE CALLOUTS ARE TYPICAL.

CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF ALL OF THE

SITE ELEMENTS SHOWN ON PLANS NOT JUST THOSE WITH A CALLOUT P-02
SF-01
SF-04
SF-05
SF-06
SF-03
SF-02
SF-07
SF-08
SF-09
SF-10
SF-07
R-01
SF-03
R-01
SF-04
SF-05
SF-06
SF-01
SF-02
SF-08
P.A.

P.A.

P.A.

P.A.

P.A.

SF-10
SF-09

KEY NOTES

SYMBOL DESCRIPTION
DRAIN LINE FROM DRINKING FOUNTAIN: 40 LINEAR FEET OF
PERFORATED DRAIN PIPE.

IRRIGATION EQUIPMENT LOCATION
PROPOSED CONCRETE, REFER TO CIVIL ENGINEERING PLANS.

PROPOSED ELECTRICAL SERVICE LINE, REFER TO

ELECTRICAL AND CIVIL ENGINEERING PLANS
1 2
3 4
1 CITY OF MONTEBELLO ACCEPTED BY:

DEPARTMENT OF PUBLIC WORKS

REVISION

DESCRIPTION DATE

CITY ENGINEER
SCALE PLAN NO.

SHEET OF
NO.

UNDER THE SUPERVISION OF:

DATE

RIO HONDO RIVER ACCESS IMPROVEMENT PLAN
42 3916 Normal Street
San Diego, CA 92103
619.294.4477
www.ktua.com
7/19/2024

L I C E N S E D L A N D S C A P E A R C H I T E C T

S T A T E O F C A L I F O R N I A
CHR ISTOPHER L . LANGDON
49 15
Renewal Date
Date
Signature
02/28/2025
100% CONSTRUCTION DOCUMENTS DATE: 07/19/2024
P-02
SF-11
P-02
P-01
P-03
P-03
SF-11

SHEET NOTES
P.A.
2 2
3 MATCHLINE, SEE SHEET LC-1.1
4 P-01 LC-6.0
LC-6.0
LC-6.0
LC-7.0
LC-7.0
LC-7.0
LC-7.0
LC-7.0
LC-5.0
LC-5.0
LC-5.0
LC-6.0
LC-6.0
LC-6.0
8/1/2024, 4:49:05 PM
MONT-JN-230606

LIMIT OF WORK

LIMIT OF WORK

LIMIT OF WORK

LIMIT OF WORK

E BEVERLY BLVD

RIGHT OF WAY

1. REFER TO SHEET LC-4.0 FOR LANDSCAPE CONSTRUCTION NOTES.

2. REFER TO SHEET LC-4.0 FOR FULL LANDSCAPE CONSTRUCTION LEGEND.

3. REFER TO SHEETS LC-5.0 THROUGH LC-7.0 FOR LANDSCAPE
CONSTRUCTION DETAILS.
15 SCALE: 1"= 10' N
0 5 10 20

HARDSCAPE AND SITE FURNISHINGS PLAN

KEY NOTES

SYMBOL DESCRIPTION

REFER TO CIVIL ENGINEERING PLANS FOR DEMOLITION AND

REPLACEMENT OF CONCRETE SIDEWALK TO MATCH EXISTING
PROPOSED ELECTRICAL CONDUIT. REFER TO CIVIL AND

ELECTRICAL ENGINEERING PLANS FOR ASSOCIATED
TRENCHING, ALIGNMENT AND REPAIR.
10 FT PUBLIC UTILITY EASEMENT, REFER TO CIVIL
ENGINEERING PLANS.
1 2
3 CITY OF MONTEBELLO ACCEPTED BY:

DEPARTMENT OF PUBLIC WORKS

REVISION

DESCRIPTION DATE

CITY ENGINEER
SCALE PLAN NO.

SHEET OF
NO.

UNDER THE SUPERVISION OF:

DATE

RIO HONDO RIVER ACCESS IMPROVEMENT PLAN
42 3916 Normal Street
San Diego, CA 92103
619.294.4477
www.ktua.com
7/19/2024

L I C E N S E D L A N D S C A P E A R C H I T E C T

S T A T E O F C A L I F O R N I A
CHR ISTOPHER L . LANGDON
49 15
Renewal Date
Date
Signature
02/28/2025
100% CONSTRUCTION DOCUMENTS DATE: 07/19/2024

SHEET NOTES
1 1
1 2
2 MATCHLINE, SEE SHEET LC-1.0
3 8/1/2024, 4:49:05 PM
MONT-JN-230606

PUBLIC ROW

LIMIT OF WORK

LIMIT OF WORK

LIMIT OF WORK

PUBLIC ROW

LIMIT OF WORK

E BEVERLY TERRACE

E BEVERLY BLVD

PUBLIC ROW

PUBLIC ROW
P.A.

P.A.

P.A.

P.A.

P.A.
16 SCALE: 1"= 10' N
0 5 10 20

HARDSCAPE LAYOUT PLAN
P.A.
12'-1
1 2
"
R8'
R11'
R24'
6'-2
15 16
"
R14'-6"
6'-9
1 2
"
11'
6'-1
3 4
"
R35'
CITY OF MONTEBELLO ACCEPTED BY:

DEPARTMENT OF PUBLIC WORKS

REVISION

DESCRIPTION DATE

CITY ENGINEER
SCALE PLAN NO.

SHEET OF
NO.

UNDER THE SUPERVISION OF:

DATE

RIO HONDO RIVER ACCESS IMPROVEMENT PLAN
42 3916 Normal Street
San Diego, CA 92103
619.294.4477
www.ktua.com
7/19/2024

L I C E N S E D L A N D S C A P E A R C H I T E C T

S T A T E O F C A L I F O R N I A
CHR ISTOPHER L . LANGDON
49 15
Renewal Date
Date
Signature
02/28/2025
100% CONSTRUCTION DOCUMENTS DATE: 07/19/2024
10'
R12'
R11'-6"
90°
90°
5'-4
1 2
"
R81'-6"
R92'
15'-9"
11'-7"
171°
R49'-6"
R8'-6"
2'-6"

NO LAYOUT DIMENSIONING BEYOND THIS POINT
10'-0
1 2
"
14'-3
5 8
" 22'-1
1 8
"
4'-6"
R10'
24'-2
1 4
"
17'-3
1 4
"
8/1/2024, 4:49:05 PM
MONT-JN-230606

PUBLIC ROW

LIMIT OF WORK

LIMIT OF WORK

LIMIT OF WORK

PUBLIC ROW

LIMIT OF WORK

E BEVERLY TERRACE E BEVERLY BLVD

PUBLIC ROW

PUBLIC ROW
CITY OF MONTEBELLO ACCEPTED BY:

DEPARTMENT OF PUBLIC WORKS

REVISION

DESCRIPTION DATE

CITY ENGINEER
SCALE PLAN NO.

SHEET OF
NO.

UNDER THE SUPERVISION OF:

DATE

RIO HONDO RIVER ACCESS IMPROVEMENT PLAN
42 3916 Normal Street
San Diego, CA 92103
619.294.4477
www.ktua.com
7/19/2024

L I C E N S E D
L A
N
D
S
C
A
P
E

A R C H I T E C T

S T A T E
O
F
C
A
L
I

F O R N I A

CHR ISTOPHER
L . LANGDON 49 15
Renewal Date
Date
Signature
02/28/2025
100% CONSTRUCTION DOCUMENTS DATE: 07/19/2024
17 SCALE: 1"= 10'
N
0 5 10 20

SITE ACCESSIBILITY PLAN

BEYOND THIS POINT, ALL ACCESSIBLE PATHS SHALL BE REPAIRED TO

EXISTING CONDITIONS TO THE SATISFACTION OF THE CITY

SITE ACCESSIBILITY PLAN - LEGEND

KEY DESCRIPTION
ACCESSIBLE PATH OF TRAVEL (48" MINIMUM CLEAR WIDTH)

STABILIZED DECOMPOSED GRANITE

HORSE MOUNTING BLOCK

EQUESTRIAN HITCHING AREA SURFACING, UNSTABILIZED

DECOMPOSED GRANITE

ACCESSIBLE DRINKING FOUNTAIN

BICYCLE REST
BENCH

ACCESSIBLE COMPANION SEATING AREA

DUAL STREAM WASTE RECEPTACLE

ACCESSIBLE PICNIC TABLE

SHADE SHELTER
123456789
10 11
4 5
6 87
9 10

SHEET NOTES

1. CONTRACTOR SHALL ENSURE INSTALLATION OF STABILIZED

DECOMPOSED GRANITE AS A STABLE, FIRM, AND SLIP RESISTANT

SURFACE AND PROVIDE MAINTENANCE RECOMMENDATIONS TO THE

CITY TO MAINTAIN ACCESSIBLE PATH OF TRAVEL TO THE SITE
FURNISHINGS FROM THE SIDEWALK. CBC 11B-302.1

2. REFER TO LC-1.0 THROUGH LC-2.0 FOR HARDSCAPE AND SITE FURNISHINGS PLANS AND HARDSCAPE LAYOUT PLAN.

3. REFER TO LC-4.0 THROUGH LC-7.0 FOR SITE FURNISHING AND

HARDSCAPE SCHEDULE AND DETAILS OF SURFACING AND SITE
FURNISHINGS.
12'
4'-6"
10'-834" 213
11 8/1/2024, 4:49:05 PM
MONT-JN-230606

18 HARDSCAPE AND SITE FURNISHINGS LEGEND AND NOTES

1. PRIOR TO BIDDING, THE CONTRACTOR IS TO CONFIRM CONDITIONS IN THE FIELD

AFFECTING THE COMPLETION OF CONSTRUCTION WORK AND REPORT DISCREPANCIES TO THE OWNER'S REPRESENTATIVE / LANDSCAPE ARCHITECT.

2. PROTECT EXISTING UTILITIES, CURBS AND GUTTERS, LIGHTS, SIGNS, CATCH BASINS, STREET IMPROVEMENTS DURING CONSTRUCTION. ANY DAMAGED ITEMS SHALL BE REPLACED TO MATCH EXISTING AT CONTRACTORS OWN EXPENSE.

3. CONTRACTOR SHALL LAYOUT AND FIELD VERIFY ALL DIMENSIONS OF SITE

ELEMENTS INCLUDING SCORELINES AND ALL RELATED WORK PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE AND LANDSCAPE ARCHITECT. THE

LANDSCAPE ARCHITECT RESERVES THE RIGHT TO MAKE ADJUSTMENTS IN THE FIELD.

4. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALING OF DRAWINGS.

ANGLES ARE AT 90 DEGREES UNLESS NOTED OTHERWISE.

5. WHERE CONFLICTS OCCUR BETWEEN GENERAL CONSTRUCTION NOTES,

DRAWINGS AND ACTUAL FIELD CONDITIONS, NOTIFY OWNER'S REPRESENTATIVE FOR CLARIFICATION. FAILURE TO PROVIDE NOTIFICATION MAY MAKE CONTRACTOR LIABLE FOR COSTS INCURRED TO RECTIFY THE DISCREPANCY.

6. CONTRACTOR TO CONSULT WITH THE PROJECT'S RESIDENT ENGINEER,

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 WILL BE THE RESPONSIBILITY OF THE CONTRACTOR IF PROPER VERIFICATION WAS NOT PERFORMED.

7. 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 THE ATTENTION OF THE OWNER'S REPRESENTATIVE IMMEDIATELY FOR RESOLUTION. CONTRACTOR

TO ASSUME FULL RESPONSIBILITY FOR COSTS INCURRED AND REQUIRED MODIFICATIONS DUE TO LACK OF PROVIDING SUCH NOTIFICATION.

8. ALL HARDSCAPE TO SLOPE TOWARDS PLANTER AREAS. MIN. SLOPE 0.5%, MAX.

1.5% UNLESS SHOWN OTHERWISE ON CIVIL DRAWINGS.

9. FIELD VERIFY VERTICAL CONTROLS OF ALL CONSTRUCTION FEATURES AS SHOWN ON THE CONSTRUCTION PLANS PRIOR TO POURING CONCRETE FLATWORK.

10. ENSURE THAT FINISHED GRADES HAVE BEEN SET CORRECTLY PRIOR TO INSTALLING PAVING, CURBS AND OTHER STRUCTURES.

11. ENSURE THAT DRAIN LINES, IRRIGATION LATERAL AND MAINLINES, ELECTRICAL CONDUIT SLEEVES, ETC., ARE IN PLACE PRIOR TO INSTALLATION OF PAVING AND CURBS.

12. SEE CIVIL DRAWINGS FOR HARDSCAPE LAYOUT, GRADING, AND DRAINAGE INFORMATION.

13. ALL FURNISHINGS AND MATERIALS ARE OPEN FOR ALTERNATIVES TO BE

SUBMITTED FOR APPROVAL BY OWNER AND LANDSCAPE ARCHITECT UNLESS OTHERWISE NOTED.

LANDSCAPE CONSTRUCTION NOTES LANDSCAPE CONSTRUCTION LEGEND

PAVING MATERIALS

KEY SYMBOL DESCRIPTION COLOR & FINISH NOTES & REMARKS SUPPLIER INFORMATION DETAIL

STABILIZED DECOMPOSED GRANITE, PEDESTRIAN THICKNESS DESERT GOLD

CONTRACTOR SHALL SUBMIT SAMPLES
AND PROVIDE A 4FT X 4FT MOCKUP PER

SPECIFICATIONS PRIOR TO PURCHASE

AND INSTALLATION

SOUTHWEST BOULDER & STONE
PHONE: (760) 451-3333
WEBSITE: SOUTHWESTBOULDER.COM
CONTACT: MICHELLE MCLEOD
A / LC-6.0
LANDSCAPE CURB: 6" WIDE REINFORCED CONCRETE CURB

NATURAL GRAY CONCRETE WITH

LIGHT BROOM FINISH
- - B / LC-6.0

EQUESTRIAN HITCHING AREA SURFACING, UNSTABILIZED

DECOMPOSED GRANITE

DESERT GOLD

CONTRACTOR SHALL SUBMIT SAMPLES

TO OWNER'S REPRESENTATIVE AND

LANDSCAPE ARCHITECT FOR APPROVAL

PRIOR TO PURCHASE AND INSTALLATION

SOUTHWEST BOULDER & STONE
PHONE: (760) 451-3333
WEBSITE: SOUTHWESTBOULDER.COM
CONTACT: MICHELLE MCLEOD
C / LC-6.0
STONE COBBLE: 1-4" DECORATIVE LANDSCAPE COBBLE
COLOR: DEL RIO
FINISH: NATURAL
TYPE: ROUNDED
SIZE: 1"-4"

CONTRACTOR SHALL SUBMIT SAMPLES

TO OWNER'S REPRESENTATIVE AND

LANDSCAPE ARCHITECT FOR APPROVAL

PRIOR TO PURCHASE AND INSTALLATION

SOUTHWEST BOULDER & STONE
PHONE: (760) 451-3333
WEBSITE: SOUTHWESTBOULDER.COM
CONTACT: MICHELLE MCLEOD
C / LC-7.0
(REFER ALSO TO

CIVIL DETAILS)

SITE FURNISHINGS AND STRUCTURES

KEY SYMBOL QUANTITY DESCRIPTION COLOR & FINISH NOTES & REMARKS SUPPLIER INFORMATION DETAIL 1 HORSE DRINKING POST: DP WATERER, HORSE
AUTOMATIC WATERER, ULTIMATE, 6 FT.
- - DP WATERER D / LC-4.0
1 BENCH: KAY PARK RECREATION 8FT CONTOUR
BENCH (8CB2SYPIG-8' SOUTHERN YELLOW PINE
SURFACE MOUNT) WITH 4 ARM RESTS
FRAME: POWDERCOAT BLACK
SLATS: SOUTHERN YELLOW PINE
ARM RESTS: POWDERCOAT BLACK

FURNISH SURFACE MOUNT HARDWARE

KAY PARK RECREATION
PHONE: 319-987-2313
WEBSITE: KAYPARK.COM
E / LC-6.0
1 BICYCLE REST: TIMBER CONSTRUCTION
(7'-0" L x 6" W x 3'-3" H)

PRESSURE TREATED DOUGLAS FIR

FURNISH SURFACE MOUNT HARDWARE /

ANCHOR KIT
- F / LC-6.0
1 SHADE SHELTER: 14'X16' MULTI PURPOSE
SHELTER SINGLE SLOPE ROOF STRUCTURE.

DEFERRED SUBMITTAL BY CONTRACTOR.

ROOFING AND TRIM: SURREY BEIGE
COLUMNS: GALVANIZED

SLOPE ROOF TO DRAIN TOWARD SWALE

FCP BARNS AND BUILDINGS /

SPANGLER CONSTRUCTION
PHONE: 661-433-2500
WEBSITE: FCPBARNS.COM
CONTACT: STEW LOWRY
A / LC-5.0
1 ACCESSIBLE PICNIC TABLE: ULTRA-SITE NATURAL

EXTRA HEAVY DUTY ADA ACCESSIBLE
RECTANGULAR TABLE, 8FT MODEL # 238HS-U8
FRAME: HOT DIPPED GALVANIZED
TOP: PRESSURE TREATED

SOUTHERN YELLOW PINE

FURNISH SURFACE MOUNT HARDWARE

ULTRA-SITE
PHONE: 800-458-5872
WEBSITE: ULTRA-SITE.COM
B / LC-5.0
2 HORSE HITCHING POST: TIMBER CONSTRUCTION
(8'-0" L x 6" W x 3'-8" H)
PRESSURE TREATED DOUGLAS FIR - - C / LC-5.0
1 ACCESSIBLE DRINKING FOUNTAIN: GLOBAL

INDUSTRIAL ACCESSIBLE OUTDOOR BOTTLE

FILLING STATION WITH DRINKING FOUNTAIN
(MODEL# T9F761216BK)

POWDERCOAT BLACK FURNISH SURFACE MOUNT HARDWARE

GLOBAL INDUSTRIAL COMPANY
PHONE: 1-888-978-7759
WEBSITE: GLOBALINDUSTRIAL.COM
A / LC-7.0
1 DUAL STREAM WASTE RECEPTACLE: RECYCLE

AWAY SYSTEMS AND SOLUTIONS ARCHTEC
PARKVIEW 4, 45 GAL. TRASH AND RECYCLING (2 x

22.5 GAL LINERS) , BOLT DOWN HARDWARE KIT
(ITEM# 728501)
FRAME: STEEL, POWDER COAT
BLACK
LID: STEEL, POWDER COAT BLACK

AND POWDER COAT BLUE
-

RECYCLE AWAY SYSTEMS AND

SOLUTIONS
PHONE: 800-664-5340
WEBSITE: RECYCLEAWAY.COM
B / LC-7.0
1 FUNDING ACKNOWLEGEMENT SIGN: TIMBER
CONSTRUCTION (30" x 6" x 8'-3")
PRESSURE TREATED DOUGLAS FIR - - D / LC-7.0
2 HORSE MOUNTING BLOCK: TIMBER
CONSTRUCTION (30" L x 30" W x 30" H)
PRESSURE TREATED DOUGLAS FIR - - E / LC-7.0
1 ELECTRONIC BILLBOARD: DEFERRED SUBMITTAL
BY CONTRACTOR, APPROXIMATE DIMENSIONS:

17.5 FT X 3 FT X 25 FT (L X W X H) REFER TO
SPECIFICATION SECTION 800-5 ELECTRONIC
BILLBOARD.
-
REFER TO ELECTRICAL PLANS.

CONTRACTOR SHALL CONFIRM PRIOR TO

DEFERRED SUBMITTAL THAT THE

ELECTRICAL REQUIREMENTS FOR

PROPOSED SIGN IS MET, OR PROPOSE

ADJUSTMENTS TO ELECTRICAL DESIGN
WITH CITY APPROVAL. REFER TO

STRUCTURAL DETAILS FOR PRELIMINARY
FOOTING DESIGN; THE PURPOSE IS FOR

BIDDING ONLY AND SHALL NOT BE
ACCEPTABLE FOR CONSTRUCTION. ALL

CALCULATIONS SHALL BE PROVIDED BY

CONTRACTOR IN THE DEFERRED
SUBMITTAL FOR ELECTRONIC BILLBOARD.

ENCORE IMAGE, INC.

OR APPROVED EQUAL
-
P-02
P-01
SF-01
SF-04
SF-05
SF-06
SF-03
SF-02
SF-07
SF-08
SF-09
P-03
SF-10
CITY OF MONTEBELLO ACCEPTED BY:

DEPARTMENT OF PUBLIC WORKS

REVISION

DESCRIPTION DATE

CITY ENGINEER
SCALE PLAN NO.

SHEET OF
NO.

UNDER THE SUPERVISION OF:

DATE

RIO HONDO RIVER ACCESS IMPROVEMENT PLAN
42 3916 Normal Street
San Diego, CA 92103
619.294.4477
www.ktua.com
7/19/2024

L I C E N S E D L A N D S C A P E A R C H I T E C T

S T A T E O F C A L I F O R N I A
CHR ISTOPHER L . LANGDON
49 15
Renewal Date
Date
Signature
02/28/2025
100% CONSTRUCTION DOCUMENTS DATE: 07/19/2024
SF-11
R-01
LC-6.0
8/1/2024, 4:49:05 PM
MONT-JN-230606

A SHADE SHELTER
PLAN | SECTION SCALE: NTS
B
PLAN | SECTION SCALE: NTS

ACCESSIBLE PICNIC TABLE
C

SECTION

HORSE HITCHING POST
PLAN

SECTION SURFACE MOUNT

FRONT LEFT
SCALE:
1 2
" = 1'-0"
LEGEND

PICNIC TABLE SEAT
CONCRETE MOUNTING CURB (6" WIDE x
12" DEEP)

PICNIC TABLE FRAME

TABLE TOP
SURFACE MOUNT KIT:
5 16
" x 5"

CONCRETE EXPANSION ANCHOR
BOLTS, GALVANIZED.
#4 CONTINUOUS REBAR. CENTER IN
CONCRETE CURB AND LAP 12" AT

SPLICES

FINISH SURFACE

LANDSCAPE CURB
1 2
3 4
5 6
7 8
2 3
4 3
1 5
2 6
4 1
7 3
5 2
6 18" 12"
9 1
4 "
7'-11"
5 5' - 4 1516
"
2'- 3
3 4
"
6'-0"
12"
LEGEND
1/2" X 12" HEX LAG BOLT, GALVANIZED
1 4
" X 1
1 2
" X 42" CORTEN STEEL STRAP
6" DIAMETER ROUND PRESSURE TREATED TOP RAIL
1 4
" X 2
1 2
" HEX LAG BOLT, GALVANIZED
6" DIAMETER ROUND PRESSURE TREATED POST
1 2
3 4
5 2
3 4
1 2'-0"
8'-0"
5 6" 3'-8"
6'-0"
6 1'0" 1'-0"
2'-0" 6" 43
1 2
"
18" X 18" X 30" PIP CONCRETE FOUNDATION, SET
1 2
"

ABOVE FINISH SURFACE, SLOPE TO DRAIN

FINISH SURFACE
SUBGRADE COMPACTED 90% TO 12" DEPTH

LANDSCAPE CURB
6 7
8 9
8 NOTES:

1. SET CURB FLUSH WITH FINISH SURFACE.
12" 12"
1'-0"
1 2
"
14" 3" 1
1 2
"
7 CITY OF MONTEBELLO ACCEPTED BY:

DEPARTMENT OF PUBLIC WORKS

REVISION

DESCRIPTION DATE

CITY ENGINEER
SCALE PLAN NO.

SHEET OF
NO.

UNDER THE SUPERVISION OF:

DATE

RIO HONDO RIVER ACCESS IMPROVEMENT PLAN
42 3916 Normal Street
San Diego, CA 92103
619.294.4477
www.ktua.com
7/19/2024

L I C E N S E D L A N D S C A P E A R C H I T E C T

S T A T E O F C A L I F O R N I A
CHR ISTOPHER L . LANGDON
49 15
Renewal Date
Date
Signature
02/28/2025
100% CONSTRUCTION DOCUMENTS DATE: 07/19/2024
8 1'-6"
6"
19 HARDSCAPE AND SITE FURNISHINGS DETAILS
9 2
3 4
1 5
6 7
8

dwgmodels.com
20 HARDSCAPE AND SITE FURNISHINGS DETAILS
C
SECTION SCALE: NTS

HORSE DRINKING POST D

SECTION
BENCH
LEGEND

DRINKING POST AUTOMATIC WATERER,
6'-0" HEIGHT

FINISH SURFACE

MIRAFI N-SERIES NONWOVEN
POLYPROPYLENE GEOTEXTILE.

PRODUCT TO BE SELECTED PER

GEOTECHNICAL REPORT SHALL

COMPLETELY ENCASE THE WASHED
ROCK.
3 4
" COPPER PIPE TYPE K
TWO (2) BRICKS FLUSH WITH TOP OF

ROCK DRAINAGE LAYER
3 4
" WASHED ROCK, 12" LAYER

LANDSCAPE CURB
1 2
3 4
5 6
7 LEGEND

CONTOUR BENCH SEAT SLATS

ARMRESTS

SURFACE MOUNT HARDWARE

FINISH SURFACE

CONCRETE CURB
#4 CONTINUOUS REBAR.

CENTER IN CONCRETE CURB
AND LAP 12" AT SPLICES
SUBGRADE COMPACTED 90%
TO 12" DEPTH

LANDSCAPE CURB
1 2
3 4
5 6
7 8
2 3
4 1
3'-0" 12"
8"
3'-0"
2'-11" 12"
8'-0"
2'-11" 12"

EQUAL EQUAL EQUAL
1'-0" 1'-0"
NOTE:

1. SET CURB FLUSH WITH FINISH
SURFACE.
2'-8"
5 6
SCALE: NTS
CITY OF MONTEBELLO ACCEPTED BY:

DEPARTMENT OF PUBLIC WORKS

REVISION

DESCRIPTION DATE

CITY ENGINEER
SCALE PLAN NO.

SHEET OF
NO.

UNDER THE SUPERVISION OF:

DATE

RIO HONDO RIVER ACCESS IMPROVEMENT PLAN
42 3916 Normal Street
San Diego, CA 92103
619.294.4477
www.ktua.com
7/19/2024

L I C E N S E D L A N D S C A P E A R C H I T E C T

S T A T E O F C A L I F O R N I A
CHR ISTOPHER L . LANGDON
49 15
Renewal Date
Date
Signature
02/28/2025
100% CONSTRUCTION DOCUMENTS DATE: 07/19/2024
12"
8 2
3 4
1 5
6 7
2 3
4 1
5 6
7 A STABILIZED DECOMPOSED GRANITE
SECTION SCALE: 2" = 1'

C EQUESTRIAN HITCHING AREA SURFACING
PLAN | SECTION

B LANDSCAPE CURB
PLAN | SECTION SCALE: NTS
E

SECTION

BICYCLE REST
LEFT
SCALE:
1 2
" = 1'-0"
FRONT
LEGEND
1/2" X 9" HEX LAG BOLT, GALVANIZED
6" DIA. X 8'-0" CEDAR ROUND POST
3" DIA. X 8'-0" CEDAR ROUND POST
3" CORE THROUGH POST
1 2
3 4

FINISH SURFACE
18" X 18" X 30" PIP CONCRETE FOOTING, SET
1 2
" ABOVE

FINISH SURFACE, SLOPE TO DRAIN
SUBGRADE COMPACTED 90% TO 12" DEPTH

LANDSCAPE CURB
5 6
7 8
2 3
4 1
5 6
7 5
6 7
2 3
4 1
3'-0" 12" 3'-0" 3"
6" 6'-0" 6"
24"
8 NOTES:

1. INSTALL EXPANSION JOINTS AT 30' O.C.

AND CAULK.

2. INSTALL TOOLED WEAKENED PLANE
JOINTS TO 1
1 2
" DEPTH, AT 10'-0" O.C.

3. REFER TO LANDSCAPE CONSTRUCTION

PLANS AND LEGEND FOR MATERIALS ON

EACH SIDE OF LANDSCAPE CURB
LEGEND
BARK MULCH OR COBBLE (MIN. 3"

DEEP) TAPER THICKNESS (OF MULCH)
TO KEEP MULCH 1" BELOW TOP OF
CURB

SHRUBS/GROUNDCOVER PER

LANDSCAPE PLANS WHERE

APPLICABLE
6" WIDE CONCRETE LANDSCAPE CURB
1/4" RADIUS TOOLED EDGES, TYP

DECOMPOSED GRANITE SURFACING

OR EQUESTRIAN HITCHING AREA
SURFACING, REFER TO DETAIL A, LC-6.0
OR DETAIL C, LC-6.0 WHERE OCCURS.
#3 CONTINUOUS REBAR. CENTER IN
MOW CURB AND LAP 12" AT SPLICES
SUBSOIL. COMPACT 95% TO MIN. 12"
DEPTH
1 2
3 4
5 6
7 6"
6"
3 4
5 6
7 1
NOTES:

1. STABILIZED DECOMPOSED GRANITE SURFACE SHALL BE

MAINTAINED SO THAT A LEVEL, FIRM, STABLE, SLIP
RESISTANT SURFACE IS PROVIDED. RE-APPLY

STABILIZER PER MANUFACTURER'S RECOMMENDATIONS
(EVERY 5-10 YEARS)

2. REFER TO GRADING PLANS FOR GRADES AND SLOPES.

3. REFER TO LANDSCAPE CONSTRUCTION LEGEND FOR
COLOR.

4. INSTALL STABILIZER PER MANUFACTURER'S
RECOMMENDATIONS.

LEGEND

FINISHED SURFACE
STABILIZED DECOMPOSED GRANITE, 95% MIN.

RELATIVE COMPACTION.

CONCRETE HEADER, REFER TO LANDSCAPE

CURB DETAIL

FINISH GRADE IN PLANTER AREAS

PERMEABLE WEED BLOCKING LANDSCAPE
FABRIC. TENCATE MIRAFI 140N OR APPROVED
EQUAL. INSTALL BELOW STABILIZED

DECOMPOSED GRANITE AND WRAP FABRIC UP
FACE OF HARDSCAPE, HOLD 2" BELOW
FINISHED GRADE, TYP. SECURE FABRIC WITH
6" LONG STAINLESS STEEL "U" STAKES AT 24"
O.C. AT ALL EDGES
SUBSOIL, 95% MIN. RELATIVE COMPACTION.
1 2
3 4
5 6
4" 10"
4 FLUSH
2 1
5 6
2"
3 SCALE: 2" = 1'
NOTES:

1. REFER TO GRADING PLANS FOR GRADES AND SLOPES.

2. REFER TO LANDSCAPE CONSTRUCTION LEGEND FOR
COLOR.

LEGEND

STABILIZED DECOMPOSED GRANITE
SURFACING, REFER TO DETAIL A, LC-6.0.

CONCRETE HEADER, REFER TO LANDSCAPE

CURB DETAIL
EQUESTRIAN HITCHING AREA SURFACING:

UNSTABILIZED DECOMPOSED GRANITE, 95%
MIN. RELATIVE COMPACTION.

SUBSOIL, 95% MIN. RELATIVE COMPACTION.
1 2
3 4
4" 10"
2 1
4 2"
3 2
18"
36"
7 NOTE:

1. REFER TO IRRIGATION PLANS FOR
EQUIPMENT LOCATED IN WATER LINES.
1'-5
1 8
" 1'-5
7 8
"
6" 6"
9"
6"
D E F

SECTION SECTION

21 HARDSCAPE AND SITE FURNISHINGS DETAILS

A ACCESSIBLE DRINKING FOUNTAIN
SECTION SCALE: NTS
B
PLAN | SECTION SCALE: NTS

WASTE RECEPTACLE
LEGEND

RECYCLE AWAY SYSTEMS AND

SOLUTIONS SPLIT TWO STREAM

RECYCLE AND WASTE RECEPTACLE

WITH HINGED DOORS

BOLT DOWN HARDWARE KIT, DEFER TO

MANUFACTURER RECOMMENDATIONS

FINISH SURFACE
23" DIA x 30" DEEP CONCRETE

FOOTING, SET
1 2
" ABOVE FINISH GRADE
SUBGRADE COMPACTED TO 90% AT 12"
DEPTH

REMOVABLE BLACK/BLUE LID WITH

CABLE ATTACHMENT TO BASE

IDENTIFICATION RAISED LETTERING OF
"LANDFILL" AND "RECYCLING"
1 2
3 4
5 6
7 2
1 5'- 0
1 4
" 12" 3'-0"
10 1
4 " 18 1
2 "
3'-0"
3'-0"
3 4
5 6
7 8
9 10
11 7"
1'-0"
6"
23 1
4 "
34"
36"
30" 12"
D

SECTION / ELEVATION

FUNDING ACKNOWLEDGEMENT SIGN
SCALE: VARIES
NOTES:

1. REFER TO SPECIFICATIONS FOR PAINT INFORMATION.

2. POSTS SHALL BE INSTALLED PLUMB.

3. REFER TO ENLARGEMENT BELOW FOR TEXT

DIMENSIONING
LEGEND
3/16" THICK PAINTED ALUMINUM PANEL WITH 3/8"

RADIUS ON ALL CORNERS AND DIGITALLY PRINTED
GRAPHICS AND COPY. PAINT BACKGROUND PANTONE
BLUE #1D428A WITH SATIN FINISH
CUT OUT 1/2" DEPTH NOTCH IN POST TO RECESS SIGN

MOUNTING AND PROVIDE A FLAT SURFACE FOR SIGN
ATTACHMENT.
(2) 3/8" GALVANIZED STEEL TAMPER PROOF CARRIAGE

THRU BOLT WITH BUTTON HEAD MECHANICALLY

FASTENED WITH GALVANIZED STEEL WASHERS AND
NUT, NO FASTENERS THROUGH SIGN FACE.

COUNTERSINK WASHER AND NUT ON BACK SIDE OF
POST
6" DIAMETER, PRESSURE TREATED LODGEPOLE SIGN
POST. 1/2", 45 DEGREE CHAMFER AT TOP OF POST.

SLOPE TOP OF FOOTING AWAY FROM POST TO DRAIN

FINISH GRADE
STANDARD GRAY CONCRETE FOOTING. SET EDGES
FLUSH WITH ADJACENT FINISHED GRADE. PROVIDE
1/4" CROWN, MEDIUM BROOM FINISH ON TOP
SURFACE OF FOOTING, AND 1/4" RADIUS ON TOP
EDGES OF FOOTING, TYP.
90% COMPACTED SUBGRADE.
1 2
3 4
5 6
7 8
3'
1 1
2 FUNDED BY

LOS ANGELES COUNTY
2022 MEASURE A 3
4 3
4 6
7 8
5 5'-0" 3'-6"
3"
2'-6"
16" DIA.
6"
4 XXXX
XXX
3 4
XXX
"
1 2
" 1
3 16
"
3 4
"
1 2
"
1 2
"
1 2
"
LEGEND

BOTTLE FILLER SPOUT

PUSH BUTTON

BUBBLER

ACCESSIBLE DRINKING

FOUNTAIN BUBBLER
WATER CONNECTION TO 5
8 " OD

UNPLATED COPPER TUBE

SURFACE MOUNT HARDWARE
1 2
3 4
5 6
1 1
2 " SCH 40 PVC DRAIN LINE
CONCRETE FOOTING 3'-0" x
3'-0" x 3'-0"
CLASS 2 BASE, 6" LAYER
COMPACTED TO 95%
9 1
2 " x 14" CONCRETE YARD BOX

WITH HINGED LOCKING TOP
(BROOKS #3HL OR EQUAL) SET

ON RED BRICK FOUNDATION
7 8
9 10
4" x 40' PERFORATED PLASTIC
UNDERDRAIN PIPE, ENCASED IN 3
4 "

CRUSHED ROCK, CAP ENDS OF PIPE

AND ENCASE IN FILTER SOCK, SEE
PLANS FOR DRAIN LINE LOCATION.

VERIFY IN FIELD. SLOPE PIPE MIN.

0.5% AWAY FROM YARD BOX.
3 4
" COPPER PIPE IN

ISOLATION VALVE IN CONCRETE

VALVE BOX, IN LANDSCAPE AREA
5 8
" COPPER PIPE TO UNIT
11 12
13 14
12 14
13 23"
2 1
3 4
5 6
7 SECTION
PLAN
L
6 A
N
D
F I L
L
RECY
C
L I NG

TEXT DIMENSIONING ENLARGEMENT FRONT SIDE
CITY OF MONTEBELLO ACCEPTED BY:

DEPARTMENT OF PUBLIC WORKS

REVISION

DESCRIPTION DATE

CITY ENGINEER
SCALE PLAN NO.

SHEET OF
NO.

UNDER THE SUPERVISION OF:

DATE

RIO HONDO RIVER ACCESS IMPROVEMENT PLAN
42 3916 Normal Street
San Diego, CA 92103
619.294.4477
www.ktua.com
7/19/2024

L I C E N S E D L A N D S C A P E A R C H I T E C T

S T A T E O F C A L I F O R N I A
CHR ISTOPHER L . LANGDON
49 15
Renewal Date
Date
Signature
02/28/2025
100% CONSTRUCTION DOCUMENTS DATE: 07/19/2024
12"

E HORSE MOUNTING BLOCK
SECTION | ELEVATION SCALE: NTS
1 x 6 FASCIA BOARDS, SIDES. FASTEN TO
STRUCTURE WITH 2" GALVANIZED WOOD
SCREWS.

CONCRETE FOOTING 12" x 12" x 2'-9", TOP OF
FOOTING 1/2" ABOVE FINISH SURFACE OF DG,
SLOPE TO DRAIN.

FINISH GRADE / FINISH SURFACE

CURB, ALIGNED WITH EDGE OF FOOTING
6 7
8 9
LEGEND
2 x 4 TREAD, PRESSURE TREATED DOUG. FIR
2 x 4 BRACE, PRESSURE TREATED DOUG. FIR
4 x 4 PRESSURE TREATED DOUG. FIR
1 x 6 FASCIA FRONT/BACK, PRESSURE
TREATED DOUG. FIR. FASTEN WITH 1.75" GALV.

WOOD SCREWS.
3" GALVANIZED WOOD SCREWS TO FASTEN
2x4 AND 4x4 LUMBER
1 2
3 4
5 LEFT WITHOUT FASCIA LEFT WITH FASCIA FRONT ELEVATION 1'-11 1 4
" 1'-0"
2'-1
1 8
"
14 3
8 " 10
3 4
"
9 3
8 " 10
3 4
"11
1 4
"
12"
2'-9"
2 3
4 1
2 3
6 5
6 1
2'-0"
8 8
7 7
9 LEGEND
STONE COBBLE, 3" LAYER

PERMEABLE WEED BLOCKING

FABRIC PER SPECIFICATIONS
BARK MULCH, 3" LAYER PER
SPECIFICATIONS.
8" (MIN.) TURN WEED BLOCKING

FABRIC UNDER AT ALL EDGES,
(TYP.) SECURE FABRIC WITH
STEEL "U" STAKES @ 24" O.C.

AT EDGES

TOPSOIL AND SUBGRADE PER

CIVIL PLANS

SWALE SECTION PER CIVIL
ENGINEERING DETAILS.

LANDSCAPE CURB, REFER TO
DETAIL B, LC-6.0
1 2
3 4
5 6
7 4
3 5
C
PLAN | SECTION SCALE: NTS

STONE COBBLE
7 6
1 2
NOTES:

1. REFER TO GRADING PLANS FOR GRADES AND SLOPES.

2. REFER TO LANDSCAPE CONSTRUCTION LEGEND FOR
COLOR, SIZE, AND TYPE.

SECTION

SECTION

LOCATIONS IN STRUCTURE

STRENGTH
(PSI)

DENSITY
(PCF)

MAX W/C
RATIO
FOOTINGS/ WALLS 4,000 145 0.45

CONCRETE

1. 2.

3. 4.

ALL CONCRETE CONSTRUCTION SHALL CONFORM WITH CHAPTER 19 OF THE CODE AND WITH THE PROVISIONS OF ACI 318, LATEST EDITION.

REINFORCED CONCRETE IS DESIGNED BY THE "ULTIMATE STRENGTH DESIGN METHOD".

CONCRETE MIXTURES SHALL BE DESIGNED BY THE APPROVED TESTING LABORATORY AND REVIEWED BY THE STRUCTURAL ENGINEER. THE COMPRESSIVE STRENGTH OF THE CONCRETE SHALL BE PROPORTIONED BASED AS INDICATED ON ACI318, LATEST EDITION.

SCHEDULE OF STRUCTURAL CONCRETE 28-DAY STRENGTH AND TYPES

5. 6.

7. 8.

9. 10.

11. 12.

13. 14.

15. 16.

17. PROVIDE CONCRETE MIXTURES THAT MEET THE DURABILITY REQUIREMENTS INDICATED IN THE GEOTECHNICAL REPORT AND PROJECT SPECIFICATIONS.

CONCRETE SHRINKAGE SHALL BE LIMITED TO 0.05 PERCENT PER ASTM C157.

CONCRETE SHALL BE MAINTAINED ABOVE 50 DEGREES FAHRENHEIT AND IN MOIST CONDITION FOR A MINIMUM OF 7 DAYS AFTER PLACEMENT.

PORTLAND CEMENT SHALL CONFORM TO ASTM C-150, TYPE II, OR AS REQUIRED BY THE GEOTECHNICAL REPORT AND PROJECT SPECIFICATIONS.

AGGREGATE FOR HARDROCK CONCRETE SHALL CONFORM TO ALL REQUIREMENTS AND TESTS OF ASTM C-33 AND PROJECT SPECIFICATIONS.

AGGREGATE FOR LIGHT WEIGHT CONCRETE SHALL BE OF THE EXPANDED SHALE TYPE CONFORMING TO ALL REQUIREMENTS AND TESTS OF ASTM-C330 AND PROJECT SPECIFICAITONS.

CONCRETE MIXING OPERATIONS, ETC. SHALL CONFORM TO ASTM C-94.

PLACEMENT OF CONCRETE SHALL CONFORM TO THE CODE CHAPTER 19 AND PROJECT SPECIFICATIONS. CLEAN AND ROUGHEN TO 1/4" AMPLITUDE ALL CONCRETE SURFACES AGAINST WHICH NEW CONCRETE IS TO BE PLACED.

ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETE INSERTS, INCLUDING PIPES AND CONDUITS, SHALL BE SECURED IN POSITION PRIOR TO PLACING CONCRETE.

PROVIDE SLEEVES FOR PIPES AND CONDUITS PASSING THROUGH CONCRETE MEMBERS INCLUDING CONCRETE OVER METAL DECK BEFORE PLACING. DO NOT CUT REINFORCING WHICH MAY CONFLICT. SLEEVES SHALL NOT EXCEED 6- INCHES IN DIAMETER AND BE SPACED A MINIMUM OF 3 DIAMETERS APART FROM OTHER SLEEVES USING THE LARGER SLEEVE DIAMETER, OR AS INDICATED ON THE DRAWINGS. CLUSTERS OF SLEEVES ARE NOT PERMITTED WITHOUT THE PRIOR APPROVAL OF THE STRUCTURAL ENGINEER.

CORING IN CONCRETE IS NOT PERMITTED WITHOUT ARCHITECT REVIEW AND APPROVAL. NOTIFY THE STRUCTURAL ENGINEER IN ADVANCE OF CONDITIONS NOT SHOWN ON THE DRAWINGS.

CONDUITS LARGER THAN 1-1/2" DIAMETER SHALL NOT BE EMBEDDED IN STRUCTURAL CONCRETE EXCEPT WHERE SPECIFICALLY APPROVED BY STRUCTURAL ENGINEER. CONDUITS SHALL NOT DISPLACE OR INTERRUPT REINFORCING BARS. DO NOT STACK CONDUITS. SPACE EMBEDDED CONDUITS A MINIMUM OF 3 DIAMETERS CLEAR FROM OTHER EMBEDDED CONDUITS USING THE LARGER CONDUIT DIAMETER, AND 1 1/2" CLEAR FROM REINFORCING BARS.NO CONDUITS SHALL BE PLACED IN CONCRETE FILL OVER METAL DECK. EMBEDDED CONDUITS SHALL BE PLACE IN THE MIDDLE THIRD OF SLABS, BEAMS, WALLS, FOOTINGS, ETC. CLUSTERS OF CONDUITS ARE NOT PERMITTED WITHOUT THE PRIOR APPROVAL OF THE STRUCTURAL ENGINEER.

PIPES ARE NOT PERMITTED TO BE EMBEDDED IN CONCRETE.

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

11. 12.

RENFORCING BARS SHALL CONFORM TO THE REQUIREMENTS OF CHAPTER 19 OF THE CODE, ASTM 706, GRADE 60 (UNO). DEFORMANTIONS SHALL BE IN ACCORDANCE WITH ASTM A-305.

BARS SHALL BE CLEAN OF RUST GREASE OR OTHER MATERIALS LIKELY TO IMPAIR BOND. ALL REINFORCING BAR BENDS SHALL BE MADE COLD.

DETAIL, FABRICATE, AND INSTALL REINFORCING IN ACCORDANCE WITH THE REQUIREMENTS OF ACI 301, ACI 117, AND THE "CRSI MANUAL OF STANDARD PRACTICE."
WELDED WIRE REINFORCEMENT (WWR) SHALL CONFORM TO ASTM A-184. PROVIDE LAPS AS PER ACI-318 SECTION

25.5.3, 9" MINIMUM. WWR SHALL BE SUPPORTED ON APPROVED CHAIRS.

REINFORCING BAR SPLICES SHALL BE MADE AS INDICATED ON THE DRAWINGS. MININUM SPLICE LENGTH FOR REINFORCING STEEL BARS IN MASONRY SHALL BE 72 BAR DIAMETERS, 36" MINIMUM. MINIMUM SPLICE LENGTH FOR REINFORCING STEEL BARS IN CONCRETE SHALL BE AS REQUIRED FOR CLASS B SPLICE PER ACI 318 SECTION 25.5.2 UNO. LAP ALL HORIZONTAL BARS AT CORNERS AND INTERSECTIONS.

ALL BARS SHALL BE MARKED SO THEIR IDENTIFICATION CAN BE MADE WHEN THE FINAL IN-PLACE INSPECTION IS MADE.

WHERE WELDING OF REINFORCING IS APPROVED BY THE STRUCTURAL ENGINEER, IT SHALL BE DONE BY AWS CERTIFIED WELDERS USING E90XX OR APPROVED ELECTRODES. WELDING PROCEDURES SHALL CONFORM TO THE REQUIREMENTS OF STRUCTURAL WELDING CODE REINFORCING STEEL AWS-D1.4 LATEST REVISION. REINFORCING BARS TO BE WELDED SHALL CONFORM TO THE REQUIREMENTS OF ASTM A-706.

BARS IN SLABS SHALL BE SECURELY SUPPORTED ON WELL-CURED CONCRETE BLOCKS OR APPROVED METAL CHAIRS, PRIOR TO PLACING CONCRETE.

COMPLETE AND DETAILED REINFORCING PLACEMENT DRAWINGS SHALL BE PREPARED AND SUBMITTED TO THE

ARCHITECT FOR REVIEW BY THE STRUCTURAL ENGINEER PRIOR TO FABRICATION IN ACCORDANCE WITH THE SPECIFICATIONS AND APPLICABLE CODES. THESE DRAWINGS SHALL BE AVAILABLE ON THE JOB SITE PRIOR TO PLACING OF CONCRETE.

MILL TEST REPORTS FOR GRADE 60 BARS SHALL BE SUBMITTED PRIOR TO PLACEMENT OF CONCRETE.

CONTINUOUS INSPECTION OF CONCRETE SHALL INCLUDE INSPECTION DURING INSTALLATION OF REINFORCING STEEL.

INSPECTION SHALL BE SCHEDULED SO THAT PLACEMENT OF REINFORCING STEEL, CONDUIT SLEEVES AND EMBEDDED ITEMS MAY BE CORRECTED PRIOR TO PLACEMENT OF OVERLYING GRIDS OF REINFORCING STEEL.

CONCRETE PROTECTION FOR REINFORCEMENT:

REINFORCING STEEL
CAST-IN-PLACE CONCRETE: THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED

FOR REINFORCEMENT

CONCRETE CAST AGAINST AND PERMANENTLY

EXPOSED TO EARTH
#6 & LARGER

CONCRETE EXPOSED TO EARTH OR WEATHER

MINIMUM
COVER
3"
2"
#5 & SMALLER 1 1/2"
#14 & LARGER

SLABS, WALLS, OR JOISTS NOT EXPOSED TO

WEATHER OR IN CONTACT WITH THE GROUND
1 1/2"
#11 & SMALLER 3/4"

BEAM AND COLUMN TIES & STIRRUPS NOT EXPOSED TO

WEATHER OR IN CONTACT WITH GROUND
1 1/2"
WIND LOADS:

WIND LOADS ARE IN ACCORDANCE WITH SECTION 1609 OF THE CODE.

RISK CATEGORY: II
WIND SPEED: V ult = 95 MPH (3-SECOND GUST)
WIND EXPOSURE: C
SEISMIC LOADS:

SEISMIC ANALYSIS ARE IN ACCORDANCE WITH SECTION 1613 OF THE CODE.

SEISMIC IMPORTANCE FACTOR Ie = 1.0

RISK CATEGORY II
MAPPED SPECTRAL RESPONSE ACCELERATION SS = 1.887
PARAMETERS S1 = 0.676
DESIGN SPECTRAL RESPONSE ACCELERATION SDS = 1.509
PARAMETERS SD1 = N/A

SEISMIC DESIGN CATEGORY D

SITE CLASS D

DESIGN LOADS
DEAD LOADS:

SELF WEIGHT OF ROOF 3.2 PSF
ROOF LIVE LOADS:

ROOF 20 PSF

1. 2.

3. 4.

5. 6.

7. 8.

FOUNDATION DESIGN BASED ON THE MINIMUM VALUES ACQUIRED FROM TABLE 1806.2 CBC 2019.

FOUNDATIONS AND SLABS-ON-GRADE SHALL BEAR ON FIRM NATURAL SOIL OR COMPACTED FILL. ALL UNSUITABLE

SOILS SHALL BE REMOVED AND RECOMPACTED UNDER THE SUPERVISION OF THE GEOTECHNICAL ENGINEER OR HIS/HER REPRESENTATIVE. REFER TO THE GEOTECHNICAL REPORT AND PROJECT SPECIFICATIONS FOR EXTENT OF REMOVAL AND COMPACTION REQUIREMENTS.

FOOTINGS ARE DESIGNED BASED ON THE FOLLOWING INFORMATION:

ALLOWABLE BEARING = 1,500 PSF
PASSIVE EARTH PRESSURE = 100 PCF
COEFFICIENT OF FRICTION = 0.25
ALLOWABLE BEARING MAY BE INCREASED BY 1/3 FOR WIND AND SEISMIC. MINIMUM DEPTH OF FOOTINGS BELOW LOWEST ADJACENT FINAL GRADE SHALL BE 2'-0". MINIMUM WIDTH OF FOOTING SHALL BE 2'-0". ALLOWABLE BEARING PRESSURE MAY BE INCREASED 500 PSF PER EACH ADDITIONAL FOOT OF DEPTH AND 350 PSF PER EACH ADDITIONAL FOOT OF WIDTH TO A MAX VALUE OF 5,000 PSF.

REFER TO GEOTECHNICAL REPORT FOR GROUNDWATER ELEVATION. CONTRACTOR TO PROVIDE DE-WATERING OF EXCAVATIONS FROM EITHER SURFACE WATER, GROUND WATER AND/OR SEEPAGE, IF REQUIRED.

EXCAVATION FOR FOOTINGS SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACING CONCRETE AND REINFORCING. CONTRACTOR TO NOTIFY THE SOILS ENGINEER WHEN INSPECTION OF EXCAVATION IS READY.

SOILS ENGINEER TO SUBMIT LETTER OF COMPLIANCE.

ALL EXCAVATIONS SHALL BE PROPERLY BACKFILLED. DO NOT PLACE BACKFILL BEHIND RETAINING WALLS BEFORE CONCRETE OR GROUT HAS ATTAINED FULL DESIGN STRENGTH. BRACE OR PROTECT ALL BUILDING AND PIT WALLS BELOW GRADE FROM LATERAL LOADS UNTIL ATTACHING FLOORS ARE IN PLACE AND HAVE ATTAINED FULL STRENGTH.

CON TRACTOR SHALL PROVIDE FOR DESIGN, PERMITS AND INSTALLATION OF SUCH BRACING.

FOOTING BACKFILL AND UTILITY BACKFILL WITHIN BUILDING AREA SHALL BE MECHANICALLY COMPACTED IN LAYERS IN ACCORDANCE WITH THE SOILS REPORT AND APPROVED BY THE SOILS ENGINEER. FLOODING WILL NOT BE PERMITTED.

ALL FILLS USED TO SUPPORT FOUNDATIONS SHALL BE INSPECTED BY THE SOILS ENGINEER REPRESENTATIVE.

REMOVE ALL ABANDONED FOOTINGS, UTILITIES, ETC.

FOUNDATION

1. 2.

3. 4.

5. 6.

A.

B.

7. 8.

9. A.

B.

10. 11.

THE CONTRACTOR SHALLVERIFY ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES.

ALL DRAWINGS, SPECFICATIONS, GEOTECHNICAL REPORT, AND OTHER DOCUMENTS ENUMERATED IN THE OWNER/CONTRACTOR AGREEMENT ARE CONSIDERED TO BE PART OF THE CONTRACT DOCUMENTS. THE CONTRACTOR

SHALL BE RESPONSIBLE FOR THE REVIEW AND COORDINATION OF ALL DRAWINGS AND SPECIFICATIONS PRIOR TO THE START OF CONSTRUCTION. ANY DISCREPANCIES THAT OCCUR SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO START OF CONSTRUCTION SO THAT A CLARIFICATION CAN BE ISSUED. ANY WORK PERFORMED IN

CONFLICT WITH THE CONTRACT DOCUMENTS OR ANY CODE REQUIREMENTS SHALL BE CORRECTED BY THE CONTRACTOR AT HIS OWN EXPENSE AND AT NO EXPENSE TO THE OWNER OR ARCHITECT.

NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE GIVEN, CONSTRUCTION SHALL BE AS SHOWN FOR SIMILAR WORK.

ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE FOLLOWING CODES:
2019 CALIFORNIA BUILDING CODE, PART 2, VOLUME 2 OF 2, AND TITLE 24 C.C.R. 2016 EDITION AND LATEST REVISIONS ADOPTED PRIOR TO PERMITTING REFERRED TO HERE AS “THE CODE ”, AND ANY OTHER REGULATING AGENCIES WHICH

HAVE AUTHORITY OVER ANY PORTION OF THE WORK, INCLUDING THE STATE OF CALIFORNIA DIVISION OF INDUSTRIAL SAFETY, AND THOSE CODES & STANDARDS LISTED IN THESE NOTES AND SPECIFICATIONS.

ALL REFERENCED STANDARDS SHALL BE THE VERSION INDICATED IN CHAPTER 35 OF THE CODE.

SEE ARCHITECTURAL DRAWINGS FOR THE FOLLOWING:

MISCELLANEOUS DRAINAGE AND WATERPROOFING.

DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS.

THE CONTRACT DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION, INCLUDING BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT ETC. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER DO NOT INCLUDE REVIEW OF THE ABOVE ITEMS.

INVESTIGATE SITE DURING CLEARING AND EARTHWORK OPERATIONS FOR FILLED EXCAVATIONS OR BURIED STRUCTURES, SUCH AS CESSPOOLS, CISTERNS, FOUNDATIONS, ETC. IF ANY SUCH STRUCTURES ARE FOUND, NOTIFY THE ARCHITECT IMMEDIATELY.

OBTAIN AN UNDERGROUND SERVICE ALERT INQUIRY IDENTIFICATION NUMBER AT LEAST TWO WORKING DAYS BEFORE STARTING WORK WITH THIS PERMIT.

FOR PROJECTS IN SOUTHERN CALIFORNIA TELEPHONE NO. 1-800-422-4133.

FOR PROJECTS IN NORTHERN CALIFORNIA TELEPHONE NO. 1-800-227-2600.

COORDINATE AND VERIFY EDGE OF SLAB DIMENSIONS PRIOR TO FABRICATION OR PLACEMENT OF FORMWORK.

THE CONTRACTOR SHALL VERIFY THE EXTENT AND LOCATIONS OF SITE UTILITIES PRIOR TO EXCAVATION OR SHORING.

SINCE THE SURVEY WAS BASED PRIMARILY ON PUBLIC RECORDS, THERE MAY BE DISCREPANCIES BETWEEN THE LOCATION INDICATED ON THE SITE SURVEY AND ACTUAL VERIFIED LOCATIONS. IF THE ACTUAL FIELD VERIFIED

LOCATION OF UTILITIES COULD RESULT IN A CONFLICT WITH THE NEW CONSTRUCTION OR SHORING, THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY.

GENERAL

1. A.

B.

C.

D.

A.

B.

STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE AISC SPECIFICATION

FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS (LATEST EDITION), AND WITH CHAPTER 22 OF THE CODE AND THE FOLLOWING REFERENCES:

AISC 303 - "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES" AISC 360 - "SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS" AISC 341 - "SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS" FOR MEMBERS OF THE SEISMIC FORCE

RESISTING SYSTEM (SFRS)
RCSC's - "SPECIFICATIONS FOR STRUCTURAL JOINTS USING HIGH STRENGTH BOLTS"

2. COMPLY WITH THE FOLLOWING PROVISIONS FOR ALL WELDED JOINTS:

AWS D1.1 - "STRUCTURAL STEEL WELDING CODE"
AWS D1.8 - "SEISMIC SUPPLEMENT" FOR CONNECTIONS OF THE SEISMIC FORCE RESISTING SYSTEM (SFRS)

3. ALL STRUCTURAL STEEL SHALL CONFORM TO THE ASTM DESIGNATION AS INDICATED BELOW (UNO):

4. THE STRUCTURAL STEEL FABRICATOR SHALL FURNISH SHOP DRAWINGS TO THE ARCHITECT OF ALL STEEL FOR ARCHITECTS AND STRUCTURAL ENGINEERS FOR REVIEW AND APPROVAL BEFORE FABRICATION.

5. ALL WELDING IS TO BE DONE BY CERTIFIED WELDERS USING E70XX ELECTRODES (UNO). ALL WELDS SHALL BE IN

CONFORMITY WITH THE PROJECT SPECIFICATIONS AND THE CODE FOR WELDING IN BUILDING CONSTRUCTION (AWS D1.1 LATEST EDITION) OF THE AMERICAN WELDING SOCIETY. SEE SPECIAL INSPECTION SECTION FOR WELDING INSPECTION REQUIREMENTS.

6. WELD LENGTHS CALLED FOR ON PLANS ARE THE NET EFFECTIVE LENGTH REQUIRED. WHERE FILLET WELD SYMBOL IS GIVEN WITHOUT INDICATION OF SIZE, USE MINIMUM SIZE WELDS AS SPECIFIED IN AISC 360 SECTION J2.2b.

7. ALL STRUCTURAL STEEL AND MISCELLANEOUS METAL EXPOSED TO THE WEATHER SHALL BE HOT DIP GALVANIZED AFTER FABRICATION. PROTECT FIELD WELDS EXPOSED TO THE WEATHER VIA PRIME AND PAINT OR BRUSH/COLD GALVANIZING. REFER TO ARCHITECTURAL DRAWINGS FOR STEEL FINISH.

8. DO NOT CUT OR DAMAGE EXISTING REINFORCEMENT. PRIOR TO FABRICATING PLATES, MEMBERS, OR OTHER STEEL

ASSEMBLIES ATTACHED TO REINFORCED CONCRETE/MASONRY USING POST-INSTALLED ANCHORS, LOCATE ALL REINFORCEMENT AND CONFIRM CONSTRUCTABILITY OF ANCHOR LOCATIONS. SHOULD CONFLICTS WITH

REINFORCEMENT OCCUR, SUBMIT ALTERNATE ANCHOR LOCATIONS AND REVISED STEEL FABRICATIONS TO ARCHITECT FOR REVIEW AND APPROVAL.

9. BACKUP BARS MAY REMAIN IN PLACE UNLESS NOTED OTHERWISE ON THE DRAWINGS, OR WHEN ULTRASONIC TESTING INDICATES A POSSIBLE WELD DEFECT. IF DEFECTS ARE INDICATED BACKUP BAR IS TO BE REMOVED AND THE ROOT INSPECTED. IF IMPERFECTIONS ARE FOUND, THEY ARE TO BE REMOVED AND REPAIRED PER AWS REQUIREMENTS.

10. THE USE OF E70T-4 WELDING WIRE IS NOT ALLOWED FOR ANY APPLICATION. ALL WELD FILLER METAL SHALL BE OF THE LOW HYDROGEN TYPE.

11. WRITTEN WELDING PROCEDURE SPECIFICATIONS (WPS) PER THE RECOMMENDATION OF THE AMERICAN WELDING

SOCIETY (AWS) SHALL BE DEVELOPED BY THE FABRICATOR/ERECTOR AND SUBMITTED FOR REVIEW TO THE ENGINEER PRIOR TO ANY WELDING OF THE STRUCTURAL STEEL. THE WELDING PROCEDURES SHALL INCLUDE ALL THE WELDED

JOINTS AND CONFIGURATIONS TO BE USED ON THIS PROJECT-ONLY WPS WHICH ARE RELEVANT TO THIS PROJECT SHALL BE SUBMITTED. ALL WELDED JOINTS SHALL BE PREQUALIFIED PER AWS OR BE QUALIFIED BY TEST PER AWS. A

PROCEDURE QUALIFICATION RECORD (PQR) SHALL BE INCLUDED WITH THE WPS IF THE WELDING PROCEDURE OR JOINT IS QUALIFIED BY TESTING. THE ELECTRODE MANUFACTURER AND PRODUCT/TRADE NAME SHALL BE IDENTIFIED IN THE WPS IN ADDITION TO THE AWS ELECTRODE CLASSIFICATION NAME. A COPY OF THE ELECTRODE MANUFACTURER'S TECHNICAL DATA SHEETS WITH THE RECOMMENDED WELDING PARAMETERS SHALL BE SUBMITTED WITH THE WPS.

STRUCTURAL STEEL

ASTM SPECIFICATION
PLATES & BARS A36
A572, GR 50 (WHERE INDICATED)
HSS SECTIONS A500 GR C
A1085 (WHERE INDICATED)
ANCHOR RODS F1554 GR 55
F1554 GR 36/105 (WHERE INDICATED)

STRUCTURAL STEEL
S0.00 STRUCTURAL GENERAL NOTES
S1.00 FOUNDATION PLAN
S2.00 STRUCTURAL DETAILS
SHEET LIST:

CITY OF MONTEBELLO ACCEPTED BY:

DEPARTMENT OF PUBLIC WORKS

REVISION

DESCRIPTION DATE

CITY ENGINEER
SCALE PLAN NO.

SHEET OF
NO.

UNDER THE SUPERVISION OF:

DATE

RIO HONDO RIVER ACCESS IMPROVEMENT PLAN
29 3916 Normal Street
San Diego, CA 92103
619.294.4477
www.ktua.com
700 S. Flower St, Suite 2100
Los Angeles, CA 90017
O: 213.418.0201
www.kpff.com S0.00
12 STRUCTURAL GENERAL NOTES REGISTERED PROFESS IONAL ENGINEE R
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TA T E OF CA L I FORN I A
(CONTINUED)
22 42
700 S. Flower St, Suite 2100
Los Angeles, CA 90017
O: 213.418.0201
www.kpff.com

REGISTERED PROFESS IONAL ENGINEE
R
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TA T E OF CA L I FORN I A

REGISTERED PROFESS IONAL ENGINEE
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TA T E OF CA L I FORN I A
100% CONSTRUCTION DOCUMENTS DATE: 07/19/2024
8/1/2024, 4:49:05 PM
MONT-JN-230606

PUBLIC ROW

LIMIT OF WORK

LIMIT OF WORK

LIMIT OF WORK

PUBLIC ROW

LIMIT OF WORK

E BEVERLY TERRACE

E BEVERLY BLVD
60371
205.52
SDMH
70065
205.72

TVT BEG
70066
205.70
TVT
70067
205.73
TVT
70068
205.74

TVT CLS
70093
204.74
CB BEG
70094
204.66
CB END
70223
205.46

SDMH CTR
70226
214.33
LAWN
70227
214.54
LAWN
70231
213.62
LAWN
70246
213.05
DRN PIPE 8" INV @ BENT -5.75

PUBLIC ROW

PUBLIC ROW
SCALE: 1/16"=1'-0"

SITE PLAN
1 POLE MOUNTED

LIGHT FIXTURE

PER ELECTRICAL, TYP
SEE 2/S2.00

PRE-ENGINEERED SHADE

STRUCTURE BY OTHERS SEE
1/S2.00 FOR FOUNDATION LAYOUT
CITY OF MONTEBELLO ACCEPTED BY:

DEPARTMENT OF PUBLIC WORKS

REVISION

DESCRIPTION DATE

CITY ENGINEER
SCALE PLAN NO.

SHEET OF
NO.

UNDER THE SUPERVISION OF:

DATE

RIO HONDO RIVER ACCESS IMPROVEMENT PLAN
29 3916 Normal Street
San Diego, CA 92103
619.294.4477
www.ktua.com
700 S. Flower St, Suite 2100
Los Angeles, CA 90017
O: 213.418.0201
www.kpff.com S1.00
13 FOUNDATION PLAN REGISTERED PROFESS IONAL ENGINEE
R
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S T R U C T U R A
S
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TA T E OF CA L I FORN I A
A
23 42
700 S. Flower St, Suite 2100
Los Angeles, CA 90017
O: 213.418.0201
www.kpff.com

REGISTERED PROFESS IONAL ENGINEE
R
R
A MZ I S . HODA L I

S T R U C T U R A
S
L

TA T E OF CA L I FORN I A

REGISTERED PROFESS IONAL ENGINEE
R
R
A MZ I S . HODA L I

S T R U C T U R A
S
L

TA T E OF CA L I FORN I A
100% CONSTRUCTION DOCUMENTS DATE: 07/19/2024
8/1/2024, 4:49:05 PM
MONT-JN-230606

3" CLR
(WHEN CASTED

AGAINST SOIL)

REINFORCEMENT

PER ELEVATION CONC CAISSON
135° HOOK ON

ADJACENT VERTS
ALT 135° HOOK @

EA TIE SPACING
SCALE = 1" = 1'-0"
PLAN
3B

BASE COVER

ELECT CONDUIT

PER ELECT
(6) #5 VERT BARS
#4 TIES @ 12" OC, TYP
(3) #4 TIES @ 2" OC

LEVELING GROUT

ANCHOR BOLTS
(4) F1554 GR 36
3/4"Ø x 1'-4" EMBED

LIGHT POLE
16'-0" MAX 4'-0" MIN
3" CLR
TYP
18" DIA
3" CLR
TYP
SCALE: 1/2"=1'-0"

POLE FOOTING FOR LIGHT FIXTURE
2 C.G.

WT = 45# MAX
#4 TIES @ 12" OC
(6) #4 VERT BARS

HSS COLUMN
BY OTHERS 5'-6"
3" CLR
TYP
18" DIA
3" CLR
TYP
SCALE: 1/2"=1'-0"