Montebello City Council
June 25, 2025

Contractor. As an alternative to such payment, City may, in its sole discretion, elect to exercise its rights to adjust the Contract Sum.

Payment by City
After an Application for Progress Payment has been made, the City shall make payment in a timely manner unless there is a good faith reason for withholding the payments in accordance with the provisions of the Contract Documents or Applicable Law.

Payment to Subcontractors
Upon receipt of payment from City, Contractor shall pay the Subcontractors performing the Work, out of the amount paid to Contractor on account of such Subcontractor’s portion of the work, the amount of which said Subcontractor is entitled in accordance with the terms of its contract with Contractor and Applicable Laws, including, without limitation, California Public Contract Code Section 7107. Contractor shall remain responsible, notwithstanding a withholding by City pursuant to the terms of these General Conditions, to promptly satisfy from its own funds sums due to all Subcontractors who have performed the Work that is included in Contractor’s Application for Payment. Contractor shall, by appropriate agreement, require each Subcontractor to make payments to its sub-contractors and suppliers in similar manner. City shall have no obligation to pay or be responsible in any way for payments to Subcontractors, of any Tier.

Direct Negotiation of Stop Notices
City shall have the right to directly discuss, negotiate, settle or pay, without notice to or participation by Contractor, any stop notice claims asserted by the Subcontractors, of any Tier, and to deduct such sums paid from sums due to Contractor.

Release of Stop Notices
Except to the extent of any payments that City fails to make to Contractor under circumstances that constitute a breach by City of its payment obligations under the Contract Documents, if any stop notice, whether invalid or valid, is made, filed with, served upon or asserted against City or a Homeowner by any of the Subcontractors, of any Tier, or their agent or employee, for money claimed due for Work of any kind provided, then Contractor shall within five (5) Days after written notice by City and at Contractor’s Own Expense, procure, furnish and record appropriate releases or other instruments which under Applicable Laws will full release, extinguish and removed such stop notice. Unless and until such stop notice is fully released as afore-stated, City shall have the right to retain from any payments then due, or thereafter to become due, an amount equal to one hundred and fifty percent (150%) of the amount necessary to satisfy, discharge and defend against any such stop notice and any action or proceeding thereon which may be brought to judgment or award. If the amount to be paid, or the amount retained thereon, is insufficient to satisfy, discharge or defend against such stop notice and any action of proceeding thereon, then Contractor shall be liable for the difference and upon written demand shall immediately deposit the same with City.

The provisions in this paragraph are in addition to such other rights as City may have against Contractor under the Contract Documents or Applicable Laws.

Failure of Payment by City

If, through no fault of Contractor or failure by Contractor to comply with its obligations under the Contract Documents, Payment is not issued within thirty (30) Days after receipt of an undisputed and properly prepared and submitted Application for Payment then Contractor may, upon fourteen (14) additional Days’ written notice to City, stop the Project Work for which such Application for Payment is received until payment is received as to any undisputed and owing work. Any resulting Delay associated with the shut down and start-up of the Project Work as a result of Contractor’s proper exercise of its rights under this paragraph shall constitute a Compensable Delay.

Disputed Payments, Continuous Work
No dispute or disagreement with respect to the amount of any payment claimed due by Contractor shall relieve or excuse Contractor from the obligation to proceed with and maintain continuous, expeditious and uninterrupted performance of the Work.

Completion. Inspection. Punch List. Re-Inspection
A Contractor-generated punch list must be provided to the City or its representative prior to the request for final inspection. It will be the discretion of the City or its representative to grant the final inspection based on the Contractor generated punch list. Contractor shall achieve Completion of the Project Work in accordance with the requirements of the Contract Time and other provisions of the Contract Documents. Contractor shall notify Engineer when Contractor believes that the Project Work for is Complete.

Unless the Engineer determines that the Project Work is not sufficiently complete to warrant an inspection to determine Compliance, the Engineer, accompanied by the Inspector of Record and any others deemed appropriate by the Engineer, will inspect the Project Work performed.

Contractor, along with such Subcontractors and others as Engineer deems necessary shall participate in the inspection. If the Project Work is found to be Complete, then Engineer shall proceed to issue a written completion notice as provided hereinafter.

Any items necessary for Compliance that are found missing, incomplete or requiring correction shall be summarized by Contractor in a Completion Punch List and promptly signed by Contractor and delivered to Engineer. Contractor shall proceed within forty-eight (48) hours after signing the Completion Punch List to commence correction and completion of the items listed.

Contractor shall notify Engineer when the items listed are completed at which time a re-inspection shall be scheduled in the same manner as the original inspection. If said inspection discloses any item, whether or not included on the original Punch List, which is found missing, incomplete, or requiring correction said item shall be corrected before a Notice of Completion shall be issued.

The City shall be reimbursed or at its option shall withhold from Contractor’s payments, amounts incurred by City to conduct more than two (2) inspections to determine Compliance of the Project Work. A Notice of Completion shall be issued by the Engineer when he determines that Compliance of the Project Work has occurred.

Final Completion

Contractor shall expeditiously and diligently perform all items of Project Work on the Final Completion Punch List so as to achieve Final Completion of the Project Work within the requirements of the Contract Time for Final Completion of the Project Work. Contractor shall forward to Engineer a written notice when Contractor believes that it has completed all of the items on the Final Completion Punch List and is read for a Final Completion Inspection. Unless Engineer determines that the Project Work is not sufficiently complete to warrant an inspection to determine Final Completion, Engineer, accompanied by Inspector of Record and any others deemed appropriate by Engineer, will inspect Project Work performed. If the Project Work is found to be Finally Complete, then Engineer shall proceed to issue a Notice of Final Completion as provided hereinafter.

If said inspection discloses any item, whether or not included on the Final Completion Punch List, which is found missing, incomplete, or requiring correction said item shall be corrected before a Notice of Final Completion shall be issued. The City shall be reimbursed or at its option shall withhold from Contractor’s payments, amounts incurred by City to conduct more than two (2) inspections to determine Final Compliance of the Project Work for any Home. A Notice of Final Completion shall be issued by the Engineer when he determines that Final Compliance of the Project Work has occurred.

Concluding Payment
Upon issuance by Engineer of the Notice of Final Completion for the Project Work Contractor shall submit to Engineer its Application for Payment requesting payment for completion. Without limitations to any other conditions to payment set forth elsewhere in the Contract Documents, the following shall be conditions precedent to a proper submission, and to Engineer’s approval, of Contractor’s Application for Final Payment:

1. Submission of an affidavit that payrolls, bills for materials and equipment, and other indebtedness connected with the Project Work for which City or City’s or Homeowner’s property or funds might be liable have been paid or otherwise satisfied;

2. Submission of consent of Surety, if any, to Completion Payment;

3. Submission of a certificate evidencing that the insurance required by the Contract Documents is in force;

4. Submission of conditional releases and waivers of stop notice and bond rights upon final payment in the form required by California Code Section 3262(d)(3) executed by Contractor and by all Subcontractors, of every Tier, performing any portion of the Project Work;

5. Submission of all Close-Out Documents for the Project Work;

6. Submission of adequate and complete certified payroll records as required by the Contract Documents for any time period that Project Work was performed, which have not been submitted by Contractor in connection with its previous Applications for Payments.

7. Proper payment of prevailing wages as defined in California Labor Code Section 1720, et seq for the Project Work.

8. Submission of certificates by Contractor and each Subcontractor, as required by any applicable collective bargaining agreement or trust agreement or Applicable Laws, certifying that all employees’ benefits relating to the Project Work due and owing having been paid in full; and

9. Submission of any other documents or information required by the Contract Documents as a condition of Final Payment or Final Completion of the Project Work.

Final Payment Terminates Liability
No claim shall be made or be filed, and neither the City nor any of its officers or agents shall be liable or held to pay any money, except as specifically provided in the Contract Documents.

The acceptance by the Contractor of the final payment aforesaid shall operate as, and shall be, a release to the City and its agents, from all claim and liability to the Contractor for anything done or furnished for, or relating to, the work or for any act or neglect of the City or of any person relating to or affecting the work, except the claim against the City for the remainder, if any there be, of the amounts kept or retained as provided elsewhere in these General Conditions.

Securities in Lieu of Retention
Provisions of California Public Contract Code Section 22300 et. seq. substitution of eligible and equivalent securities for retention held by City to ensure Contractors performance under the Contract will be permitted at the request and expense of the Contractor and in conformity with California Section 22300. The foregoing notwithstanding, the Contractor shall have ten (10) days following action by the City to award the Agreement to the Contractor to submit its written request to the City to permit the substitution of securities for retention under California Public Contract Code Section 22300. The failure of such Contractor to make such a written request for the City within said ten (10) day period shall be deemed a waiver of the Contractor’s right under California Public Contract Code Section 22300.

In the event the Contractor wishes to choose to exercise its rights under California Public Contract Code Section 22300, the Contractor shall enter into an escrow agreement with the City, and the escrow agent, a state or federally chartered bank in California with a current A.M. Best Rating of not less than “A,” in the form specified by said Section 22300. Contractor shall have the obligation of ensuring that such securities deposited are sufficient to maintain it total fair market value an amount equal to the cash amount of the sums to be withheld under the Agreement. If upon written notice from the City or from the appropriate escrow agent, indicating that the fair market value of the securities has dropped below the dollar amount of monies to be withheld by the City to ensure performance, Contractor shall, within five (5) days of the date of such notice, post additional securities as necessary to ensure that the total fair market value of all such securities held by the City, or in escrow, is equivalent to the amount of money to be withheld by the City under the Agreement.

Any escrow agreement entered into shall contain the following provisions:
(a) The amount of surety to be deposited;
(b) The terms and conditions of conversion to cash in case of default of the Contractor; and (c) The termination of the escrow upon completion of the contract.

7.3.3 Delivered Materials
This subsection of the Standard Specifications is hereby replaced by the following:

Materials and equipment delivered but not incorporated into the work will not be included in the estimate for partial progress payment.
7-3.5 Contract Unit Prices 7-3.5.1 General
This subsection of the Standard Specifications is hereby replaced by the following:

If the Engineer orders a change in quantity of an item of Work, and the change does not involve a substantial change in character of the Work from that shown in the Plans or Specifications, the City will adjust the total payment to be made for the item of Work by multiplying the amount authorized and installed by the Contract Unit Price. This amount may be greater or less than the amount shown in the Bid.

If the total quantity of a Major Bid Item is changed, only changes within 25% of the quantity shown in the Bid, either more or less, will be adjusted at the Contract Unit Price. 7-3.5.2 Increases of More than 25 Percent
This subsection of the Standard Specifications is hereby replaced by the following:

No adjustments for any unit bid price for any quantity that will vary by more than 25% will be allowed.
7-3.5.3 Decreases of More than 25 Percent
This subsection of the Standard Specifications is hereby replaced by the following:

No adjustments for any unit bid price for any quantity that will vary by more than 25% will be allowed.

7.4 PAYMENT FOR EXTRA WORK
7-4.3 Markup
7-4.3.1 Work by the Contractor

The following is hereby added to this subsection of the Standard Specifications:

The following percentages shall be added to the Contractor's costs and shall constitute the markup for all overhead and profit:
• Labor 20%
• Materials 15%
• Equipment Rentals 15%
• Other Contractor's costs 15%
One percent (1%) may also be added to the sum of costs and markups as compensation for the Contractor's bond premium.
7-4.3.2 Work by the Subcontractor
The following is hereby added to this subsection of the Standard Specifications:

When a subcontractor performs all or any part of the extra work, the markups in paragraph (a) shall be added to the subcontractor's actual cost of such work. The Contractor may add an additional markup of 10% of the first $5,000 of the subcontracted portion of the extra work and 5% on work added in excess of $5,000 of the subcontracted portion of work.

SECTION 8 – FACILITIES FOR AGENCY (CITY) PERSONNEL
Replace this section of the Standard Specifications with the following:

No field offices for City personnel will be required, however, the City personnel shall have the right to enter upon the project at all times and shall be admitted to the offices of the Contractor for the project in the City if so, provided by the Contractor for his own personnel.

SECTION 9 – CITY STANDARDS, STANDARD PLANS AND DRAWINGS Section 9 is hereby added to the Standard Specifications as follows:

All public improvements, construction and dedications required and described in this manual shall conform to the standards and specifications of the City. Standards, Standard Plans and Drawings of the following agencies are used by the City of Montebello and are part of the City’s standards.

Where there is ambiguity or conflict between standards over which standard shall apply, the City Engineer shall determine what shall apply, and his determination shall be final. All construction is subject to the approval of the City Engineer.

Standard Plans – Standard Plans for Public Works Construction, SPPWC, “Latest Edition and Supplement”.

Los Angeles County Public Works Department – Grey Book and all plans except those modified or replaced by City Standards.

Sanitation Districts of Los Angeles County - Applicable sewer and manholes.

State of California – California Department of Transportation (Caltrans) Standard Specifications and Standard Plans - Pavement markings and traffic loops.

City Standards - All applicable standard plans.

Standard Specifications - The 2021 edition of, and applicable amendments to, the “Standard Specifications for Public Works Construction (SSPWC).”
California Manual on Traffic Control Devices (CA-MUTCD), “Latest Edition”.

SECTION 10 – CLAIMS AND PROTESTS
Section 10 is hereby added to the Standard Specifications as follows: Excerpts from the Public Contract Code 9204:
(a) The Legislature finds and declares that it is in the best interests of the state and its citizens to ensure that all construction business performed on a public works project in the state that is complete and not in dispute is paid in full and in a timely manner. (b) Notwithstanding any other law, including, but not limited to, Article 7.1 (commencing with Section 10240) of Chapter 1 of Part 2, Chapter 10 (commencing with Section 19100) of Part 2, and Article 1.5 (commencing with Section 20104) of Chapter 1 of Part 3, this section shall apply to any claim by a contractor in connection with a public works project. (c) For purposes of this section:
(1) “Claim” means a separate demand by a contractor sent by registered mail or certified mail with return receipt requested, for one or more of the following:
(A) A time extension, including, without limitation, for relief from damages or penalties for delay assessed by a public entity under a contract for a public works project. (B) Payment by the public entity of money or damages arising from work done by, or on behalf of, the contractor pursuant to the contract for a public works project and payment for which is not otherwise expressly provided or to which the claimant is not otherwise entitled. (C) Payment of an amount that is disputed by the public entity. (2) “Claim” means a “Contractor” means any type of contractor within the meaning of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code who has entered into a direct contract with a public entity for a public works project. (3)(A) “Public entity” means, without limitation, except as provided in subparagraph (B), a state agency, department, office, division, bureau, board, or commission, the California State University, the University of California, a city, including a charter city, county, including a charter county, city and county, including a charter city and county, district, special district, public

authority, political subdivision, public corporation, or nonprofit transit corporation wholly owned by a public agency and formed to carry out the purposes of the public agency. (B) “Public entity” shall not include the following:
(i) The Department of Water Resources as to any project under the jurisdiction of that department.
(ii) The Department of Transportation as to any project under the jurisdiction of that department.
(iii) The Department of Parks and Recreation as to any project under the jurisdiction of that department.
(iv) The Department of Corrections and Rehabilitation with respect to any project under its jurisdiction pursuant to Chapter 11 (commencing with Section 7000) of Title 7 of Part 3 of the Penal Code.
(v) The Military Department as to any project under the jurisdiction of that department. (vi) The Department of General Services as to all other projects. (vii) The High-Speed Rail Authority.
(4) “Public works project” means the erection, construction, alteration, repair, or improvement of any public structure, building, road, or other public improvement of any kind. (5) “Subcontractor” means any type of contractor within the meaning of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code who either is in direct contract with a contractor or is a lower tier subcontractor. (d)(1)(A) Upon receipt of a claim pursuant to this section, the public entity to which the claim applies shall conduct a reasonable review of the claim and, within a period not to exceed 45 days, shall provide the claimant a written statement identifying what portion of the claim is disputed and what portion is undisputed. Upon receipt of a claim, a public entity and a contractor may, by mutual agreement, extend the time period provided in this subdivision. (B) The claimant shall furnish reasonable documentation to support the claim. (C) If the public entity needs approval from its governing body to provide the claimant a written statement identifying the disputed portion and the undisputed portion of the claim, and the governing body does not meet within the 45 days or within the mutually agreed to extension of time following receipt of a claim sent by registered mail or certified mail, return receipt requested, the public entity shall have up to three days following the next duly publicly noticed meeting of the governing body after the 45-day period, or extension, expires to provide the claimant a written statement identifying the disputed portion and the undisputed portion.

(D) Any payment due on an undisputed portion of the claim shall be processed and made within 60 days after the public entity issues its written statement. If the public entity fails to issue a written statement, paragraph (3) shall apply.
(2)(A) If the claimant disputes the public entity’s written response, or if the public entity fails to respond to a claim issued pursuant to this section within the time prescribed, the claimant may demand in writing an informal conference to meet and confer for settlement of the issues in dispute.

Upon receipt of a demand in writing sent by registered mail or certified mail, return receipt requested, the public entity shall schedule a meet and confer conference within 30 days for settlement of the dispute.
(B) Within 10 business days following the conclusion of the meet and confer conference, if the claim or any portion of the claim remains in dispute, the public entity shall provide the claimant a written statement identifying the portion of the claim that remains in dispute and the portion that is undisputed. Any payment due on an undisputed portion of the claim shall be processed and made within 60 days after the public entity issues its written statement. Any disputed portion of the claim, as identified by the contractor in writing, shall be submitted to nonbinding mediation, with the public entity and the claimant sharing the associated costs equally. The public entity and claimant shall mutually agree to a mediator within 10 business days after the disputed portion of the claim has been identified in writing. If the parties cannot agree upon a mediator, each party shall select a mediator and those mediators shall select a qualified neutral third party to mediate with regard to the disputed portion of the claim. Each party shall bear the fees and costs charged by its respective mediator in connection with the selection of the neutral mediator. If mediation is unsuccessful, the parts of the claim remaining in dispute shall be subject to applicable procedures outside this section.
(C) For purposes of this section, mediation includes any nonbinding process, including, but not limited to, neutral evaluation or a dispute review board, in which an independent third party or board assists the parties in dispute resolution through negotiation or by issuance of an evaluation.

Any mediation utilized shall conform to the timeframes in this section. (D) Unless otherwise agreed to by the public entity and the contractor in writing, the mediation conducted pursuant to this section shall excuse any further obligation under Section 20104.4 to mediate after litigation has been commenced.
(E) This section does not preclude a public entity from requiring arbitration of disputes under private arbitration or the Public Works Contract Arbitration Program, if mediation under this section does not resolve the parties’ dispute.
(3) Failure by the public entity to respond to a claim from a contractor within the time periods described in this subdivision or to otherwise meet the time requirements of this section shall result in the claim being deemed rejected in its entirety. A claim that is denied by reason of the public entity’s failure to have responded to a claim, or its failure to otherwise meet the time requirements of this section, shall not constitute an adverse finding with regard to the merits of the claim or the responsibility or qualifications of the claimant.

(4) Amounts not paid in a timely manner as required by this section shall bear interest at 7 percent per annum.
(5) If a subcontractor or a lower tier subcontractor lacks legal standing to assert a claim against a public entity because privity of contract does not exist, the contractor may present to the public entity a claim on behalf of a subcontractor or lower tier subcontractor. A subcontractor may request in writing, either on his or her own behalf or on behalf of a lower tier subcontractor, that the contractor present a claim for work which was performed by the subcontractor or by a lower tier subcontractor on behalf of the subcontractor. The subcontractor requesting that the claim be presented to the public entity shall furnish reasonable documentation to support the claim. Within 45 days of receipt of this written request, the contractor shall notify the subcontractor in writing as to whether the contractor presented the claim to the public entity and, if the original contractor did not present the claim, provide the subcontractor with a statement of the reasons for not having done so.
(e) The text of this section or a summary of it shall be set forth in the plans or specifications for any public works project that may give rise to a claim under this section. (f) A waiver of the rights granted by this section is void and contrary to public policy, provided, however, that (1) upon receipt of a claim, the parties may mutually agree to waive, in writing, mediation and proceed directly to the commencement of a civil action or binding arbitration, as applicable; and (2) a public entity may prescribe reasonable change order, claim, and dispute resolution procedures and requirements in addition to the provisions of this section, so long as the contractual provisions do not conflict with or otherwise impair the timeframes and procedures set forth in this section.

SPECIAL PROVISIONS
PART 2 – BID ITEM DESCRIPTIONS
FOR

RIO HONDO RIVER ACCESS IMPROVEMENT PLAN
FY 2023/2024
C.P. No.

IN THE CITY OF MONTEBELLO
All Bid Items shall be in accordance with the Standard Specifications for Public Works Construction (SSPWC), including supplements, State of California Department of Transportation (Caltrans) Standard Specifications, Latest Edition, and the Special Provisions and General Conditions of these specifications.

BID ITEM NO. 1 - MOBILIZATION/DEMOBILIZATION
Mobilization shall conform to the provisions of Sections 9-3.4 of the Standard Specifications.

Mobilization and demobilization shall consist of preparatory work and operations including, but not limited to, those necessary for the movement of personnel, equipment, materials, and incidentals to and from the project site necessary for work on the project and for all other work and operations which must be performed or costs incurred including bonds, insurance, and financing prior to beginning work on the various contract items on the project site. Mobilization shall also include the time, materials, and labor to move the necessary construction equipment to and from the site, supervisory time on the job by the Contractor’s personnel to keep the construction site in a safe condition, and all other related work as required at all times and for all non-working days during the construction period. The Contractor is responsible for securing an adequate storage site for equipment and materials. Demobilization includes removal of all equipment and materials from the site, clean up and restoration of the work site at the end of project. Mobilization shall also include pressure washing of all USA markings, clearing and grubbing operations preceding and post construction consisting of removing all natural and artificial objectionable materials from the Right-of-Way in construction areas, road approaches and material sites. Clearing and grubbing shall conform to the provision of section 300-1 of the standard specifications.

Mobilization and Demobilization shall consider full compensation for obtaining all business licenses and permits, as required for the entire project, from all related agencies, including, but not limited to, utility companies, private and public agencies and the City of Montebello; and complying with the requirements specified in those licenses and permits; coordination, field office facility, and incidentals necessary to perform all related items of work.

Payment for Mobilization and Demobilization shall be included in the Lump Sum (LS) Price bid and shall include full compensation for all labor materials, tools, equipment, and for doing all work involved with the project.

BID ITEM 2 - TRAFFIC CONTROL
Traffic Control, Traffic Control plan, construction signing and traffic maintenance shall comply with the provisions of Section 600 of the Standard Specification and the current requirements set forth in the “Manual of Traffic Controls for Construction and Maintenance Work Zones” published by the Department of Transportation, State of California, and Manual on Uniform Traffic Control Devices (CA-MUTCD), Latest Edition, by the Federal Highway Administration and California, the traffic control plans and these Special Provisions.

The Contractor shall maintain the following clearances from the edge of traffic lanes:
1) 5 feet to any excavation,
2) 2 feet to curbs or temporary concrete barriers,
3) 10 feet to poles and other obstructions on uncurbed roadways.

If determined by the Engineer that it is necessary to decrease these minimum distances to allow for the prosecution of the work, the Contractor shall provide all protective devices required by the Engineer to adequately protect the public.

PUBLIC CONVENIENCE
Within ten (10) working days after the date of the City’s execution of the Contract Agreement the Contractor shall submit a proposed Construction Schedule for approval. Based on the approved project schedule, the Contractor shall notify residents and businesses of the proposed work and post temporary “NO PARKING” signs at no cost to the City. Signs shall be posted at all intersections, and on each side of the street a maximum of 200 feet between signs. Signs may not be attached to existing poles, street lights standards or trees. All signs must be posted on delineators or stakes provided by the Contractor. The “NO PARKING” signs shall be in place not less than seventy two (72) hours prior to performing the work; therefore a request for changes in the schedule requiring additional posting shall be submitted by the Contractor for approval by the Engineer at least seventy-two (72) hours prior to reconstruction and paving the street. All conflicting parking signage shall be covered.

Due to the nature of this project involving major inconvenience to residents and businesses, a good Public Relations Program is mandatory and evidence of satisfactory past performance in this area will be required.

The Contractor is to distribute two (2) City-approved “Public Notice” to each residence and business affected by the project. The first notice shall be distributed ten (10) calendar days prior to the start of any work. The second notice shall be distributed at least seventy-two (72) hours prior to the start of work on a specific section of the street. A sample copy of the notice must be approved by the City. Said notice shall be attached to a red information hanger provided by the Contractor and hung on the gate or front doorknob. The Contractor shall also coordinate with the bus services to ensure the safe operation of buses and access to bus stops in the construction area. Notices shall be in English and Spanish languages.

The Contractor shall also coordinate with the street sweeping, trash disposal, Montebello Bus Lines and postal services agencies to ensure the safe operation of their vehicle and access in the construction area.

All complaints received by the City associated with the construction project alleging damage to private property and vehicles shall be responded to by the Contractor within twenty-four (24) hours (one working day) of notification. Failure to comply with this provision may result in a penalty of One Hundred dollars ($100.00) per occurrence.

All trucks, which the Contractor proposes to use, that exceed the legal load limit when loaded will be required to have overweight permits issued by the City.

The Contractor shall be responsible for adequate barricading of the work area and controlling of traffic in the vicinity of the project as specified in the Standard Specifications.

PROTECTION OF WORK AND PUBLIC
The Contractor shall take all necessary measures to protect work and prevent accidents during any and all phases of the work. The Contractor shall repair all damaged pavement as a result of vandalism (i.e., vehicle tracks, footprints, graffiti, etc.) If deemed necessary by the City, the Contractor shall repair the defective area in accordance with these special provisions.

CONSTRUCTION SIGNING
Construction signing shall consist of furnishing, installing, maintaining and removing construction signs and barricades as required by the “California Manual on Uniform Traffic Control Devices”, CA-MUTCD. The traffic control system shall be installed on a road prior to starting work for that road and shall not be removed until all work has been completed on that road. Existing speed limit signs, which conflict with the work zone speed limit, shall be covered during the entire construction period.

TRAFFIC MAINTENANCE
The Contractor shall be responsible for handling vehicular and pedestrian traffic in accordance with Section 600 of the Standard Specifications and these Special Provisions.

The Contractor shall prepare all necessary traffic control plans and submit to the City for approval at the pre-construction meeting. The traffic control plans shall be prepared by a California Licensed Traffic Engineer and shall show:

1. Notification Signs.

2. Existing and temporary lane lines.

3. Dimensions of the work zone and street improvements.

4. Advance warning signs.

5. Delineators

6. Lighting, for nighttime work.

The plans shall be submitted to the City at the preconstruction meeting prior to commencing work and shall incorporate a complete and separate plan for each stage of construction proposed by the

Contractor. This plan shall indicate the sequence of lanes or portions of lanes being closed for each phase. The traffic control plans shall indicate the travel plan for each phase of construction. The traffic control plans shall state:

1. That the plan will conform to “California Manual on Uniform Traffic Control Devices”, CA-MUTCD.

2. Emergency contact person and phone number.

3. Minimum lane widths and minimum clearance to obstructions.

The traffic control plan shall be approved by the City of Montebello prior to beginning any removals.

The Contractor shall cooperate with the City of Montebello relative to handling traffic through all work areas and shall make his own arrangements relative to keeping the working area clear of parked vehicles and maintaining clear access to driveways.

The Contractor shall furnish and install construction notification signs as shown on traffic control plans and as specified by the City of Montebello.

The Contractor shall provide for controlled pedestrian crossings through the work. Crossings shall provide pedestrians a means of passing over or through the work without tracking tack coat or hot asphalt concrete or P.C.C. work or endangering pedestrian safety. All temporary pedestrian crossings shall be in compliance with the latest Americans with Disabilities Act design standards and supplements.

At intersections, if a cross road needs to be temporarily closed when work is in progress through the intersection and the anticipated traffic delay is more than five (5) minutes, a detour sign shall be installed on the cross street and shall include the installation of advance signing displaying the anticipated delay time. The signing of the detour route shall be approved by the Engineer prior to installation of the detour and closure of the road.

The Contractor shall provide for one lane of travel in each direction at all times unless approved by the Engineer. When two-way traffic is restricted to one lane in each direction, and when applying paving past intersecting roads, traffic shall be controlled as required by the “California Manual on Uniform Traffic Control Devices”, CA-MUTCD. A pilot car and driver will be required at various locations if control by flaggers and/or control devices proves deficient in the opinion of the Engineer. In no case shall the Contractor provide less than one (1) lane of travel in each direction through the construction zone including cross-streets.

Contractor’s equipment and personal vehicles of the Contractor’s employees shall not be parked on the traveled way at any time. Overnight parking of construction equipment shall be confined to an approved storage site selected by the Contractor and approved by the City.

TEMPORARY GUIDE MARKERS

Temporary guide markers shall be portable Caltrans Standard Specifications approved delineators.

Only one type of temporary guide marker shall be used on any road at any one time.

Temporary guide markers shall be placed adjacent to the edge of all vertical lips or excavations that exceed 3/4 inches. If the temporary guide markers are damaged, or are not in an up-right position, from any cause, said markers should immediately be replaced or restored to their original locations, in an upright position by the Contractor.

PORTABLE DELINEATORS
The vertical portion of the portable delineators shall be brilliant orange or predominantly orange in color. The posts shall be not less than 100 square inches, measured through the vertical axis of the delineator, normal to the roadway. The minimum height shall be thirty-seven (37) inches above the traveled way.

Two 4-inch nominal width reflective bands shall be mounted a minimum of 1 ½ inches apart and at a height on the post so that one reflective band will be between 2.5 feet and 3 feet above the roadway surface.

Reflective bands shall be flexible vinyl plastic, either white or yellow, and shall have not less than the following dry reflective values at a 0.2 degree divergence angle, expressed I units if candlepower per foot-candle per square foot. The wet reflective values shall not be less than ninety percent (90%) of the dry values.

Dry Reflective Value
Angle of Incidence 4º 5º 30º
White 250 165 50
Yellow 10 110 50 50
All tests for reflective values shall be performed in accordance with California Test Method No. 642.

The portable delineators shall be spaced as necessary for proper delineation; however, in no case shall the spacing between portable delineators exceed thirty (30) feet on tangents or twenty (20) feet on curves.

FLUORESCENT TRAFFIC CONES
Provide lighted flashers and lighting for nighttime. Traffic cones shall be fluorescent, new or reconditioned and of good commercial quality, flexible material suitable for the purpose intended.

The outer section of the portion above the base of the once shall be highly pigmented fluorescent orange polyvinyl compound. The overall height of the cone shall be anchored in a manner such that the traffic cone will remain in an upright position. Lighted flashers and lighting shall be provided additionally for nighttime.

The fluorescent traffic cones shall be spaced as necessary for proper delineation; however, in no case shall the spacing between fluorescent cones exceed thirty (30) feet on tangents or twenty (20) feet on curves.

STRIPING
Temporary striping and marking for traffic control shall conform to Section 310-5.6.5 of the Standard Specifications. Temporary striping and marking which has no further use shall be removed by wet sandblasting, and all sand used in sandblasting shall be removed without delay as the sandblasting operation progresses.

RESTRICTIONS ON CLOSURE OF STREETS AND TRAFFIC LANES
The Contractor shall conduct all operations so as to provide access to the adjoining properties and have no greater length or quantity of work under construction that can be properly prosecuted with a minimum of inconvenience to the public.

The Contractor shall construct temporary A.C. ramps or equal to provide safe and drivable access to residents and business properties daily.

The Contractor shall coordinate all shipments and deliveries to businesses. If steel plates are required, they shall be provided by the Contractor at no additional cost to the City.

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

No additional amounts shall be paid for erosion control, erosion damage clean-up, and removal of debris from the project site, NPDES requirements, or removal of soil deposited on public streets by construction traffic.

Payment for Traffic Control and Stage Construction shall be included in the Lump Sum (LS) Price bid and shall be considered full compensation for providing and maintaining safe traffic control including all temporary signs, striping and delineation, flaggers, preparing and providing traffic control plan during the project, obtaining all approvals and permits, as required, from all related agencies, including, but not limited to, public agencies and the City of Montebello; and complying with the requirements specified in those licenses and permits, coordination, field office facility; and incidentals necessary to perform all related items of work.

BID ITEM NO. 3 – IMPLEMENTATION OF BMPs
Includes, though is not limited to Best Management Practices (BMP); Erosion damage clean-up, and removal of debris from the project site, NPDES requirements, or removal of soil and other materials deposited on public streets by construction traffic.

Best Management Practices (BMP) shall be defined as any program, technology, process, citing criteria, operating method, measure, or device, which controls, prevents, removes, or reduces

pollution. The Contractor shall obtain and refer to the California Storm Water Best Management Practice Handbooks, Volume 3, Construction BMP Handbook and the Los Angeles County Department of Public Works Best Management Practices Handbook for Construction Activities.

Los Angeles County Department of Public Works Cashier’s Office 900 South Fremont Avenue Alhambra, CA 91803
Telephone: 626-458-6959
The Contractor shall have a minimum of two readily accessible copies of each publication on the Contract site at all times plus any copies of applicable environmental mitigation plans.

Additional BMPs may be required as a result of a change in actual field conditions, contractor activities, or construction operation. When more than one BMP is listed under each specific BMP category, the Contractor shall select the appropriate and necessary number of BMPs within each category in order to achieve the BMP objective.

BMPs for Contractor activities shall be continuously implemented throughout the year and project time period. BMPs for erosion control and sedimentation shall be implemented during the period from October 15 to April 15, and whenever the National Weather Service Predicts rain within 24 hours. BMPs for erosion control and sedimentation shall also be implemented prior to the commencement of any Contractor activity or construction operation, which may produce run-off, and whenever run-off from other sources may occur.

The Agency (City), as a permittee thereto, is subject to enforcement actions by the State Water Resources Control Board, Environmental Protection Agency, and private citizens. The City will pass through to the Contractor any penalty assessed by these entities for each calendar day that the Contractor has not fully implemented the BMPs specified for the Contract and/or is otherwise in noncompliance with these provisions. In addition, the City will deduct, from the final payment due the Contractor, the total amount of any fines levied on the City, plus legal and staff costs, as a result of the Contractor’s lack of compliance with these provisions and/or less than complete implementation of the specified BMPs.

Payment for Mobilization and Demobilization shall be included in the Lump Sum (LS) Price bid and shall include full compensation for all labor materials, tools, equipment, and for doing all work involved with the project.

BID ITEM NO. 4 - ELECTRONIC BILLBOARD
Summary.

Work included:

1. Provide shop drawings including all structural footings and calculations based on the approved product with the city. Contractor responsible for approval and permitting of the sign structure.

2. Survey all onsite existing cabinet dimensions and connection methods.

3. Remove existing display cabinets from existing structure.

4. Coordinate with Sign Company for Details used for installation and fabrication of sign structure.

5. Fabricate Sign Structure according to manufacturer provided details and direction from City of Montebello.

6. Furnish and install one double-sided electronic billboard 10 mm RGB full color LED outdoor video display unit. Billboards would be back-to-back designs with east- and west-facing displays. The proposed billboards would be approximately 16 feet in height.

Quality Assurance.

Requirements of Regulatory Agencies; Codes (refer to most current version):

1. California Building Code

2. Refer to drawings for additional standards and graphics.

Installation contractor to have a valid and current license(s)

1. C45 License

2. Minimum five-years documented experience in sign installation and construction.

Display Units

1. Furnish and install one double face 10mm RGB full color LED outdoor video display unit as manufactured by Watchfire Signs. Contact local product representative for quotes - Todd Einhaus 951-202-9458
[email protected].

2. LED video display system must meet or exceed the minimum specifications as described below. No exceptions will be considered.
1) Pixel Spacing: Center to center pixel spacing must not exceed 10.16 mm (0.4 inch)
2) Pixel Design: SMD 3-in-1 pixel configuration
3) LED modules: Modules must be completely encapsulated for protection from the environment and be fully submersible under water to demonstrate weatherproof capability. Upon receipt of bid award, winning bidder must provide a demonstration of the LED module running underwater. LED modules provided in the specified display must have the same weatherproofing capability as the demonstration module. 4) Matrix: Each face of this LED display will be no less than 210 pixels high x 480 pixels wide.
5) Cabinet Size: Each face of the LED display cabinet must not exceed 7' 5" H x 16'3" W. Sign contractor to verify existing cabinet dimensions prior to award of the project.
6) Viewing Area: Each face of the LED display active area must not be smaller than 7' x 16'.

7) Cabinet Depth: Each cabinet shall not exceed 8" in depth 8) Ventilation: Sign must not require air conditioning. Ventilation (intake & exhaust) will be via Front of display only and MUST NOT require any type of air filters.
9) Character Capability: Minimum character size must be no greater than 3".

Display will have ability to display true type fonts as well as fixed-width fonts.
10) LED & Pixel Density: LED display must have no fewer than 9,687 pixels per square meter and 29,062 LEDs per square meter.
11) Electrical: Display to draw a max of 38 amps per face at 240 volt. 12) Half-Brightness Viewing Angles: 150 degrees horizontal, 95 degrees vertical.
13) Graphics Capability: The display must be able to show pre-recorded video clips at no less than 30 frames per second. Software driving display must have the ability to import AVI, BMP, GIF, JPG and other graphic file types.
14) Brightness/Dimming: Maximum brightness must be no less than 7,500 nits. Dimming must be automated using a minimum 100-step photo cell.

OR Dimming must be automated using software dimming based on global position of LED display.
15) Temperature Display: Bid must include temperature sensor for real time display of temperature. OR Temperature must be able to be displayed on LED display using real time data from a RSS internet feed. 16) Data Integration: Display must have the ability to display RSS feeds for real time data such as news, sports, weather, Amber Alerts, etc. 17) Degradation: The LEDs must be lifetime rated of at least 100,000 hours.

Lifetime is defined as the point at which the LED degradation reaches 50% original brightness. Rating also based on continuous operation at 100% nit level output as stated in the above brightness specification. 18) Color Capability: Display must have ability to display from color pallet of no less than 1.2 Quintillion colors.
19) Color Calibration: Display to be module color calibrated and set to television standard of D-65 true white to eliminate a "tiled" or "quilted" appearance in the factory before shipment.
20) Communication: 4G cellular wireless data plan provided and configured by display manufacturer using the Verizon network. Display manufacturer to include a Lifetime data plan which will provide cellular data to the display for the life of the display. Security to include password based authentication & SSL encryption.
21) Software: Display software must be cloud based and work on a Windows or MAC system. Include a advanced editor, library of 1,000 plus animation & still images, include a customizable access levels for multiple users, manage multiple screens at once, ability to upload jpg, git, png,

mp4, mp3 files. Overview of features of the display software as well as hardware requirements must be included with bid proposal. 22) On-Board Controller: Manufactured to withstand temperature ranging from -40° to 185° Fahrenheit, have no moving parts and be completely solid state and will run the "Green Hills OS" version 5.0.6 or newer to ensure network security and compatibility.
23) Content: Included with the manufacturer's control software and be preloaded with a minimum of 1,000 pre-produced content files formatted to the display size being specified; the content must include animations and backgrounds that can be utilized on the display without size modification.

The pre-produced content files need not be specific to any industry type. 24) Security: Password protection must be built into the display software.

Software must not have the capability to update the display without the required password.
25) Training: Display manufacturer is to provide individual and group webinar trainings and must be available for the life of the display. 26) Experience: LED display manufacturer must have a minimum of 15 years continuous experience manufacturing LED display modules and display cabinets under the same business name.
27) Components: LED display modules and cabinet(s) must be manufactured by the same company. Winning bidder may be asked to provide a manufacturing facility tour to Owner or their representative. Cost of travel to and from facility will not be the responsibility of the Bidder, but the Owner.
28) Cabinets: LED display cabinet(s) must be heavy extruded aluminum cabinetry featuring precision mitered corners; solid welds and 30% gloss black polyurethane finish.
29) Display Access: LED display must have front access for maintenance and repair.
30) Warranty: Display shall carry a minimum of 5-year parts warranty.

Display manufacturer will send replacement or exchange parts via a maximum 2 business day delivery. Manufacturer will not charge customer up-front for exchange parts and will credit the returned faulty parts prior to invoicing. The above-mentioned service will be provided for the entirety of the 5-year parts warranty.
31) Parts Availability Guarantee: LED display manufacturer must guarantee that replacement parts will be available for a minimum of 10 years from installation date.
32) Technical Support: Phone technical support, troubleshooting and basic display operation support must be provided for the entirety of the display life (15 years minimum).
33) FCC Compliance: The display manufacturer must supply a certificate that the display has been tested by an accredited laboratory and verified to comply with the requirements of the FCC's rules, including the

requirements of 47 CFR Sections 2.955, 15.105, 15.107 and 15.109.

Display manufacturer must also guarantee FCC compliance for the life of the display.
34) Self-Diagnostic monitoring & reporting: LED sign software will have the capability to run an On-Demand sign diagnostics report that will detect hardware issues. Internal LED sign modules & controller will have the capability to enroll in an Automated Sign Diagnostic Service which will immediately detect hardware issues and notify the client by e-mail of a sign display issue.

Preparation

1. Installer to review site conditions and determine that all aspects of structure/building are acceptable for installation of signage.

2. Installation and wiring to be accomplished in strict compliance with manufacturer instructions.

3. Installers must be pre-approved by manufacturer prior to commencing work.

4. Signage / Installation Details to be provided by the sign company.

Payment for Mobilization and Demobilization shall be included in the Lump Sum (LS) Price bid and shall include full compensation for all labor materials, tools, equipment, and for doing all work involved with the project.

BID ITEM NO. 5 - SOUTHERN CALIFORNIA EDISON CONNECTION
Contractor is responsible to coordinate with Southern California Edison (SCE) to bring power to the LED Electronic Billboard sign. Contractor responsible for trenching on Beverly Boulevard and install the conduit, wires, and all applicable appurtenances associated with providing power to the double-sided LED Electronic Billboard sign. Pavement restoration will include a one-foot, 2-inch grind and overlay, on both sides of the trench. Backfill and compaction of native soil to 95%.

This section shall conform to Subsection 300-2, 300-4, and 401 of the Standard Specifications and these Special Provisions. Remove existing AC pavement shall consist of all excavation including saw cutting and removal of roadways bituminous pavement, regardless of thickness, to the limits shown on the plans. Full depth AC Pavement along the width of the SCE trench limits shall be included in this bid item of work and no additional compensation will be allowed. Payment for this bid item will cover the 1-foot-wide cold mill.

All existing asphalt concrete (AC) pavement to join new construction shall be sawcut in a straight line. Contractor shall exercise due caution to avoid any damage to existing improvements, protecting in-place of existing water mains, sewers, storm drains, meters, valve covers, wall, fences, curbs, fire hydrants, telephone and power poles, and other existing structures.

It is the Contractor’s responsibility to perform whatever additional exploration is necessary to avoid causing any damage to the existing utilities under the work area. Any damage done by the

Contractor shall be repaired or replace as called out in Section 7-9 of the Standard Specifications for Public Works Construction at the Contractor’s expense.

This work shall consist of cutting existing asphalt concrete (AC) pavement to facilitate its removal.

Any sawcutting shall be accomplished by the use of a power-driven saw to provide a clean, straight break without loosening, cracking, or damaging adjoining asphalt or concrete. A clean sawcut edge shall be maintained until surface course AC is constructed. Under this item, the use of a grinder will not be allowed in lieu of power-driven saw.

During the cold milling operation, the Contractor shall remove all loosened materials from milled areas, haul away and dispose of them at a legal site as specified in Sub-section 300-1.3 of Standard Specifications for Public Works Construction and submit evidence of the proper disposal to the City of Montebello. The Contractor shall abate dust nuisance by cleaning, sweeping, and sprinkling with recycled water (if available) or other means as necessary.

Any petromat found during grinding shall be removed by scraping and by burning it with a torch.

The Contractor shall be responsible for assuming the cost of removing, hauling, recycling and any other incidental of any petromat found during grinding operation and no adjustment on the Bid price shall be made. Also, The Contractor shall remove all asphalt residuals along existing gutter.

This Bid Item shall include all labor, material and equipment required to furnish and construct a 2-inch thick Conventional Asphalt Concrete (AC) Overlay using Type C2-PG 64-10 asphalt and binder, as shown on the plans, specified herein, and in accordance with the Standard Specifications for Public Works Construction and these Special Provisions.

All work shall conform to Sections 302 and 400-4 of the Standard Specifications for Public Works Construction, the Improvement Plans that are part of these Specifications, and these Special Provisions. The work shall include but is not limited to: cleaning and preparing the pavement surface, applying tack coat, furnishing, placing, and compacting asphalt.

Tack coat shall be Grade SS-1H, per Section 302-5.4 and shall be applied to the perimeter of all AC overlay locations and cold milling locations. (All tack coat overspray on gutter lip shall be removed.)
Traffic Signing, Striping, Markings, and curb painting as shown on Contract Drawings shall conform to the Standard Specifications of the State of California (latest edition), Department of Transportation, Sections No. 82, 84 and 85 (CALTRANS) and also as modified below.

Traffic stripes, pavement markings of arrows, symbols, numbers and words, shall conform to the California Department of Transportation Standard Specifications.

Raised pavement markers other than blue hydrant markers shall conform to the California Department of Transportation Standard Specifications Section 85, current edition, and shall be of type as matching the Standard Specifications.

The Contractor shall furnish the necessary control points for all striping and markings and shall be responsible for the completeness and accuracy thereof to the satisfaction of the City of Montebello.

Painted and raised pavement marker removal shall conform to Section 85 of the Caltrans Standard Specifications, current edition. All residue remaining as a part of the removal operations shall be removed from the site.

Payment for Southern California Edison Connection shall be included in the Lump Sum (LS) Price bid and include trenching/excavation of existing AC Pavement and shall include full compensation for doing all work, including furnishing all materials, labor, equipment, tools, removal and disposal of base and subbase, and incidentals as required and no additional compensation will be allowed therefore. The price includes protection of existing utilities located within the excavation limits.

APPENDIX “C”

STANDARD PLANS

CITY OF MONTEBELLO

RIO HONDO RIVER ACCESS IMPROVEMENT PROJECT SIGN
C.P. No. 924-2

LIST OF STANDARD PLANS
Plan No.

Standard Plans for Public Works Construction:

SPPWC 132-4
SPPWC 133-4
SPPWC 134-3
STD 160A
CALTRANS:

A20A, A20B, A20D, A20E, A20F, and A20G
Description
Concrete Pavement Replacement
AC Pavement Replacement
Concrete Pavement Joint Details
Trenches
Pavement Markers and Traffic Lines

APPENDIX “D”

PROJECT PLANS

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RHC
SI OT PHER L . LANGDON 49
15 Renewal Date
Date
Signature
02/28/2025
100% CONSTRUCTION DOCUMENTS DATE: 07/19/2024 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 STREETSAN DIEGO, CA 92103
CIVIL ENGINEER |
STRUCTURAL ENGINEER |SURVEYING
KPFF
700 SOUTH FLOWER STREET
SUITE 2000 + 2100
LOS ANGELES, CA 90017

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

GEOTECHNICAL ENGINEER

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

COST ESTIMATOR

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

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 THECONSTRUCTION DOCUMENTS FOR REVIEW BY THE BUILDINGOFFICIAL. DOCUMENTS FOR DEFERRED SUBMITTAL ITEMSSHALL 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
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MONT-JN-230606

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SI OT PHER L . LANGDON 49
15 Renewal Date
Date
Signature
02/28/2025
100% CONSTRUCTION DOCUMENTS DATE: 07/19/2024 PROJECT MAP AND SHEET INDEX

SHEET INDEX

GENERAL SHEETS
01 G-01 TITLE SHEET02 G-02 PROJECT MAPS & SHEET INDEX

CIVIL ENGINEERING SHEETS
03 C-01 TITLE SHEET04 C-02 SURVEY (FOR REFERENCE ONLY)05 C-03 SURVEY (FOR REFERENCE ONLY)06 C-10 DEMOLITION PLAN07 C-11 DEMOLITION PLAN08 C-20 EROSION CONTROL PLAN09 C-21 EROSION CONTROL PLAN 10 C-30 GRADING PAVING AND UTILITY PLAN11 C-31 GRADING PAVING AND UTILITY PLAN12 C-40 UTILITY PROFILES13 C-50 DETAILS

LANDSCAPE IRRIGATION SHEETS
32 LI-0.1 LANDSCAPE IRRIGATION DEMOLITION PLAN33 LI-0.2 LANDSCAPE IRRIGATION DEMOLITION PLAN34 LI-1.0 LANDSCAPE IRRIGATION PLAN35 LI-2.0 LANDSCAPE IRRIGATION LEGEND, CALCULATIONS,

AND NOTES
36 LI-3.0 LANDSCAPE IRRIGATION DETAILS37 LI-4.0 LANDSCAPE IRRIGATION DETAILS38 LI-5.0 LANDSCAPE IRRIGATION DETAILS39 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

ELECTRICAL ENGINEERING SHEETS
27 E-0.3 ELECTRICAL LIGHT FIXTURE SCHEDULE28 E-2.1 ELECTRICAL SITE POWER AND LIGHTING PLAN29 E-2.2 ELECTRICAL SITE POWER AND LIGHTING PLAN 30 E-3.0 ELECTRICAL DETAILS31 E-4.0 OUTDOOR T-24 COMPLIANCE FORMS

RIO HONDO RIVER

GRANT REA PARK

LANDSCAPE CONSTRUCTION SHEETS
14 LC-1.0 HARDSCAPE AND SITE FURNISHINGS PLAN15 LC-1.1 HARDSCAPE AND SITE FURNISHINGS PLAN16 LC-2.0 HARDSCAPE LAYOUT PLAN17 LC-3.0 SITE ACCESSIBILITY PLAN18 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 DETAILS21 LC-7.0 HARDSCAPE AND SITE FURNISHINGS DETAILS

STRUCTURAL ENGINEERING SHEETS
22 S0.00 STRUCTURAL GENERAL NOTES23 S1.00 FOUNDATION PLAN24 S2.00 STRUCTURAL DETAILS

LANDSCAPE PLANTING SHEETS
40 LP-1.0 LANDSCAPE PLANTING PLAN41 LP-2.0 LANDSCAPE PLANTING LEGEND AND NOTES42 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 THEIRVALID WORKERS' COMPENSATION INSURANCE CERTIFICATE.ALL WORK SHALL CONFORM TO ALL REQUIREMENTS OF STATE OF CALIFORNIA TITLE 24 REGARDLESS OF THE INFORMATION INDICATEDON THESE PLANS. IT IS THE RESPONSIBILITY OF THE INDIVIDUALSUPERVISING THE CONSTRUCTION TO ENSURE THAT THE WORK IS DONE IN ACCORDANCE WITH CODE REQUIREMENTS PRIOR TOREQUESTING INSPECTION.

TRASH AND CONSTRUCTION RELATED SOLID WASTES MUST BE

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

NS
E W
0 100 200
SCALE: 1"=200' SOURCE: GOOGLE EARTH 2022
8/1/2024, 4:49:05 PM
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100% CONSTRUCTION DOCUMENTS DATE: 07/19/2024

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100% CONSTRUCTION DOCUMENTS DATE: 07/19/2024

REFERENCE ONLY

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100% CONSTRUCTION DOCUMENTS DATE: 07/19/2024

REFERENCE ONLY

100% CONSTRUCTION DOCUMENTS DATE: 07/19/2024

100% CONSTRUCTION DOCUMENTS DATE: 07/19/2024

100% CONSTRUCTION DOCUMENTS DATE: 07/19/2024

100% CONSTRUCTION DOCUMENTS DATE: 07/19/2024

100% CONSTRUCTION DOCUMENTS DATE: 07/19/2024

100% CONSTRUCTION DOCUMENTS DATE: 07/19/2024

REFERENCE ONLY R

100% CONSTRUCTION DOCUMENTS DATE: 07/19/2024

REFERENCE ONLY

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
N SCALE: 1"= 10'
20 10 5 0

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-4.0BICYCLE 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-5.0FUNDING ACKNOWLEDGEMENT SIGN D / LC-5.0HORSE MOUNTING BLOCK E / LC-5.0ELECTRONIC 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 THESITE ELEMENTS SHOWN ON PLANS NOT JUST THOSE WITH A CALLOUT P-02
SF-01
SF-02SF-03SF-04SF-05SF-06SF-07SF-08SF-09SF-10
SF-07
R-01
SF-03
R-01
SF-04
SF-05
SF-01
SF-06
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 OFPERFORATED DRAIN PIPE.

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

ELECTRICAL AND CIVIL ENGINEERING PLANS
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ZZZNWXDFRP
7/19/2024

I L E C 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
RHC SI OT PHER 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-6.0
LC-6.0
LC-6.0
LC-5.0
LC-5.0
LC-5.0
LC-7.0
LC-7.0
LC-7.0
LC-7.0
8/1/2024, 4:49:05 PM
MONT-JN-230606

REFERENCE ONLY

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.

N SCALE: 1"= 10'
20 10 5 0

HARDSCAPE AND SITE FURNISHINGS PLAN

KEY NOTES

SYMBOL DESCRIPTION
REFER TO CIVIL ENGINEERING PLANS FOR DEMOLITION ANDREPLACEMENT OF CONCRETE SIDEWALK TO MATCH EXISTINGPROPOSED 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.
123
'(3$570(172)38%/,&:25.6

RIO HONDO RIVER ACCESS IMPROVEMENT PLAN

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ZZZNWXDFRP
7/19/2024
I
L

E C 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
RHC
SI OT PHER 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

REFERENCE ONLY

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.

N SCALE: 1"= 10'
20 10 5 0

HARDSCAPE LAYOUT PLAN
P.A.
12'-11
2"
R8'
R11'
R24'
15 6'-2 " 16
R14'-6"
6'-91" 2
11'
3 6'-14"
R35'
'(3$570(172)38%/,&:25.6

RIO HONDO RIVER ACCESS IMPROVEMENT PLAN

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ZZZNWXDFRP
7/19/2024

CI L 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
RHC SI OT PHER L . LANGDON 49 15
Renewal Date
Date
Signature
02/28/2025
100% CONSTRUCTION DOCUMENTS DATE: 07/19/2024
10'
R12'
R11'-6"
90°
90°
1 5'-4 "2
R81'-6"
R92'
15'-9"
11'-7"
171°
R49'-6"
R8'-6"
2'-6"

NO LAYOUT DIMENSIONING BEYOND THIS POINT
10'-01" 2
14'-35
8" 22'-11
8"
4'-6"
R10'
24'-21
4"
17'-31
4"
8/1/2024, 4:49:05 PM
MONT-JN-230606

REFERENCE ONLY

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
'(3$570(172)38%/,&:25.6

RIO HONDO RIVER ACCESS IMPROVEMENT PLAN

1RUPDO6WUHHW
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ZZZNWXDFRP
7/19/2024

CI L 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
RHC SI OT PHER L . LANGDON 49 15
Renewal Date
Date
Signature
02/28/2025
100% CONSTRUCTION DOCUMENTS DATE: 07/19/2024
N SCALE: 1"= 10'
20 10 5 0

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 BLOCKEQUESTRIAN HITCHING AREA SURFACING, UNSTABILIZED

DECOMPOSED GRANITE

ACCESSIBLE DRINKING FOUNTAIN

BICYCLE RESTBENCH

ACCESSIBLE COMPANION SEATING AREA

DUAL STREAM WASTE RECEPTACLE

ACCESSIBLE PICNIC TABLE

SHADE SHELTER
123456789
1011
4 5
6 7
8 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 SITEFURNISHINGS. 12'
4'-6"
10'-83
4"
1 2
3 11
8/1/2024, 4:49:05 PM
MONT-JN-230606

REFERENCE ONLY

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 ATTENTIONOF 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 REPRESENTATIVEFOR 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. RESPONSIBILITYFOR 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 DESIGNPROCESS. CONTRACTOR SHALL BRING SUCH CONDITIONS TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE IMMEDIATELY FOR RESOLUTION. CONTRACTORTO 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 ANDCURBS.

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 MATERIALSKEY 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-6.0EQUESTRIAN HITCHING AREA SURFACING, UNSTABILIZEDDECOMPOSED GRANITE DESERT GOLD

CONTRACTOR SHALL SUBMIT SAMPLES

TO OWNER'S REPRESENTATIVE AND

LANDSCAPE ARCHITECT FOR APPROVALPRIOR 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 APPROVALPRIOR 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-4.01 BENCH: KAY PARK RECREATION 8FT CONTOURBENCH (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 RECREATIONPHONE: 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 PURPOSESHELTER 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 ACCESSIBLERECTANGULAR TABLE, 8FT MODEL # 238HS-U8 FRAME: HOT DIPPED GALVANIZED
TOP: PRESSURE TREATED

SOUTHERN YELLOW PINE

FURNISH SURFACE MOUNT HARDWARE
ULTRA-SITEPHONE: 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 COATBLACKLID: 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 BYCONTRACTOR IN THE DEFERRED SUBMITTAL FOR ELECTRONIC BILLBOARD.

ENCORE IMAGE, INC.

OR APPROVED EQUAL
-
P-01
P-02P-03
SF-01
SF-02SF-03SF-04
SF-05
SF-06SF-07SF-08SF-09SF-10
'(3$570(172)38%/,&:25.6

RIO HONDO RIVER ACCESS IMPROVEMENT PLAN

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ZZZNWXDFRP
7/19/2024
C
I
L

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
RHC
SI OT PHER L . LANGDON 49
15 Renewal Date
Date
Signature
02/28/2025
100% CONSTRUCTION DOCUMENTS DATE: 07/19/2024
R-01
SF-11
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 HORSE HITCHING POST

SECTION
PLAN

SECTION SURFACE MOUNT

LEFT FRONT
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: 516" x 5"

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

FINISH SURFACE

LANDSCAPE CURB
12345678
1234
3526
4 1
7 3
5 26
12" 18"
9 1
4"
7'-11"
5 5' - 4 15
16"
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
12345
1234
2'-0"
8'-0"
5 3'-8" 6"
6'-0"
6 1'0" 1'-0"
43 2'-0" 6" 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
6789
8 NOTES:1. SET CURB FLUSH WITH FINISH SURFACE.
12" 12"
1'-0"
1 2"
14" 3" 1 1
2"
7 '(3$570(172)38%/,&:25.6

RIO HONDO RIVER ACCESS IMPROVEMENT PLAN

1RUPDO6WUHHW
6DQ'LHJR&$




ZZZNWXDFRP
7/19/2024

CI L 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
RHC SI OT PHER L . LANGDON 49 15
Renewal Date
Date
Signature
02/28/2025
100% CONSTRUCTION DOCUMENTS DATE: 07/19/2024
8 1'-6"
6"

HARDSCAPE AND SITE FURNISHINGS DETAILS
9 1234
567
8 A SHADE SHELTER
PLAN | SECTION SCALE: NTS
APPROVAL EXCLUDES STRUCTURAL APPROVAL EXCLUDES STRUCTURADETAILS (REFER TO STRUCTURAL PLANSHEETS) AND SHADE SHELTER (REFERTO DEFERRED SUBMITTAL).

L
SHEETS) AND SHADE SHELTER (REFERTO DEFERRED SUBMITTAL). 8/1/2024, 4:49:05 PM
MONT-JN-230606

wg d od m s. l e m co mg od s. l e m co HARDSCAPE AND SITE FURNISHINGS DETAILS C
SECTION SCALE: NTS

HORSE DRINKING POST

D BENCH

SECTION
LEGEND

DRINKING POST AUTOMATIC WATERER,
6'-0" HEIGHT

FINISH SURFACE
MIRAFI N-SERIES NONWOVENPOLYPROPYLENE GEOTEXTILE.PRODUCT TO BE SELECTED PER

GEOTECHNICAL REPORT SHALLCOMPLETELY 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
1234567
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
12345678
1234
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
'(3$570(172)38%/,&:25.6

RIO HONDO RIVER ACCESS IMPROVEMENT PLAN

1RUPDO6WUHHW
6DQ'LHJR&$




ZZZNWXDFRP
7/19/2024

CI L 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
RHC SI OT PHER L . LANGDON 49 15
Renewal Date
Date
Signature
02/28/2025
100% CONSTRUCTION DOCUMENTS DATE: 07/19/2024
12" 8
1234
567
12 34
567

A STABILIZED DECOMPOSED GRANITE
SECTION SCALE: 2" = 1'

C EQUESTRIAN HITCHING AREA SURFACING
PLAN | SECTION

B LANDSCAPE CURB
PLAN | SECTION SCALE: NTS

E BICYCLE REST

SECTION
LEFT
SCALE: 1
2" = 1'-0"
FRONT
LEGEND
1/2" X 9" HEX LAG BOLT, GALVANIZED
6" DIA. X 8'-0" CEDAR ROUND POST3" DIA. X 8'-0" CEDAR ROUND POST3" CORE THROUGH POST 1234

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
5678
1234
567
1342
567
3'-0" 3'-0" 12" 3"
6'-0" 6" 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
1234567
6"
6"
34567
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 LANDSCAPECURB DETAIL
FINISH GRADE IN PLANTER AREASPERMEABLE WEED BLOCKING LANDSCAPEFABRIC. TENCATE MIRAFI 140N OR APPROVEDEQUAL. INSTALL BELOW STABILIZEDDECOMPOSED GRANITE AND WRAP FABRIC UPFACE OF HARDSCAPE, HOLD 2" BELOWFINISHED GRADE, TYP. SECURE FABRIC WITH 6" LONG STAINLESS STEEL "U" STAKES AT 24"
O.C. AT ALL EDGES
SUBSOIL, 95% MIN. RELATIVE COMPACTION.
123456
4" 10"
4 FLUSH
1256
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 GRANITESURFACING, REFER TO DETAIL A, LC-6.0.

CONCRETE HEADER, REFER TO LANDSCAPECURB DETAIL
EQUESTRIAN HITCHING AREA SURFACING:UNSTABILIZED DECOMPOSED GRANITE, 95% MIN. RELATIVE COMPACTION.

SUBSOIL, 95% MIN. RELATIVE COMPACTION.
1234
4" 10"
124
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"
E D F

SECTION SECTION
8/1/2024, 4:49:05 PM
MONT-JN-230606

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 TOMANUFACTURER RECOMMENDATIONS

FINISH SURFACE
23" DIA x 30" DEEP CONCRETE
FOOTING, SET 1
2" ABOVE FINISH GRADE
SUBGRADE COMPACTED TO 90% AT 12"

DEPTHREMOVABLE BLACK/BLUE LID WITH

CABLE ATTACHMENT TO BASE

IDENTIFICATION RAISED LETTERING OF
"LANDFILL" AND "RECYCLING"
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12 5'- 0 1
4" 3'-0" 12"
10 1
4" 18 1
2"
3'-0"
3'-0"
3 4
5 6
7 8
9 1011
7"
1'-0"
6"
23 1
4"
34"
36"
30" 12"

D FUNDING ACKNOWLEDGEMENT SIGN
SECTION / ELEVATION 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.
12345678
3'
1 21

FUNDED BY

LOS ANGELES COUNTY
2022 MEASURE A
34 34
5678
5'-0" 3'-6"
3"
2'-6"
16" DIA.
6"
4 XXXX
XXXXXX 3
4" 1
2" 1 316" 3
4" 1
2" 12" 12"
LEGEND

BOTTLE FILLER SPOUTPUSH BUTTONBUBBLER

ACCESSIBLE DRINKING

FOUNTAIN BUBBLER
WATER CONNECTION TO 5
8" OD

UNPLATED COPPER TUBE

SURFACE MOUNT HARDWARE
123456
1 1
2" SCH 40 PVC DRAIN LINE
CONCRETE FOOTING 3'-0" x
3'-0" x 3'-0"
CLASS 2 BASE, 6" LAYERCOMPACTED TO 95%
9 1
2" x 14" CONCRETE YARD BOX

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

ON RED BRICK FOUNDATION
789
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
58" COPPER PIPE TO UNIT
11121314
12 14
13 23"
1 2
3 45
6 7

SECTION
PLAN
6 L N A

L L I F D

RECYC L I NG

TEXT DIMENSIONING ENLARGEMENT FRONT SIDE
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7/19/2024

CI L 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
RHC SI OT PHER 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 WOODSCREWS.

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
6789
LEGEND
2 x 4 TREAD, PRESSURE TREATED DOUG. FIR2 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
12345

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"
1234
23 5
6 1
6 2'-0"
8 8
7 7
9 LEGEND
STONE COBBLE, 3" LAYER

PERMEABLE WEED BLOCKINGFABRIC 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
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34 5
C
PLAN | SECTION SCALE: NTS

STONE COBBLE
7 6
2 1
NOTES:1. REFER TO GRADING PLANS FOR GRADES AND SLOPES.

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

SECTION

SECTION
8/1/2024, 4:49:05 PM
MONT-JN-230606

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 THESTRUCTURAL 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 GEOTECHNICALREPORT 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 ANDPROJECT 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 ANDROUGHEN 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 OVERMETAL 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 WHERESPECIFICALLY 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 OTHEREMBEDDED 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 THEPRIOR 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 FORREINFORCING STEEL BARS IN MASONRY SHALL BE 72 BAR DIAMETERS, 36" MINIMUM. MINIMUM SPLICE LENGTH FORREINFORCING STEEL BARS IN CONCRETE SHALL BE AS REQUIRED FOR CLASS B SPLICE PER ACI 318 SECTION 25.5.2UNO. 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. REINFORCINGBARS 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 PLACINGOF 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 EMBEDDEDITEMS 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 IIMAPPED SPECTRAL RESPONSE ACCELERATION SS = 1.887 PARAMETERS S1 = 0.676
DESIGN SPECTRAL RESPONSE ACCELERATION SDS = 1.509
PARAMETERS SD1 = N/A

SEISMIC DESIGN CATEGORY DSITE 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 OFREMOVAL 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 OFEXCAVATIONS 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 CONTRACTORSHALL BE RESPONSIBLE FOR THE REVIEW AND COORDINATION OF ALL DRAWINGS AND SPECIFICATIONS PRIOR TO THESTART 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 THECONTRACTOR 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. WHERENO 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 BEFORESTARTING 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 VERIFIEDLOCATION OF UTILITIES COULD RESULT IN A CONFLICT WITH THE NEW CONSTRUCTION OR SHORING, THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY.

GENERAL

1. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN A A.

B.

C.

D.

A.

B.

CCORDANCE 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 WITHREINFORCEMENT OCCUR, SUBMIT ALTERNATE ANCHOR LOCATIONS AND REVISED STEEL FABRICATIONS TO ARCHITECTFOR 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 ROOTINSPECTED. 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 INTHE WPS IN ADDITION TO THE AWS ELECTRODE CLASSIFICATION NAME. A COPY OF THE ELECTRODE MANUFACTURER'STECHNICAL 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 NOTESS1.00 FOUNDATION PLANS2.00 STRUCTURAL DETAILS SHEET LIST:
'(3$570(172)38%/,&:25.6

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2 
ZZZNSIIFRP S0.00
12 STRUCTURAL GENERAL NOTES

I GER TS RE ED PROFESS IONAL ENGINEER
A R MZ I S . HODA L I

S T R U C T U R A L

STA T E OF CA L I FORN AI
(CONTINUED)
22 42
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I GER TS RE ED PROFESS IONAL ENGINEER
A R MZ I S . HODA L I

S T R U C T U R A L

STA T E OF CA L I FORN AI

I GER TS RE ED PROFESS IONAL ENGINEER
A R MZ I S . HODA L I

S T R U C T U R A L

STA T E OF CA L I FORN AI
100% CONSTRUCTION DOCUMENTS DATE: 07/19/2024 6)OR 6)  6 )  6)OR  6 )OR 6 ) 6W 6 ZHU 6W 6X ZHU6W6X ZHU 6W 6 ZHU 6W ZHU 6W 6 HU 6W 6X U LWH WH  WH  /RV$QJHOH /RV V&$  8/1/2024, 4:49:05 PM MONT-JN-230606

PUBLIC ROW

LIMIT OF WORK

LIMIT OF WORK

LIMIT OF WORK PUBLIC ROW

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PUBLIC ROW

PUBLIC ROW

SITE PLAN
SCALE: 1/16"=1'-0" 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
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REFERENCE ONLY

3" CLR
(WHEN CASTED

AGAINST SOIL)

REINFORCEMENTPER ELEVATION CONC CAISSON
135° HOOK ON

ADJACENT VERTS
ALT 135° HOOK @

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

BASE COVER

ELECT CONDUIT

PER ELECT

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

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

LIGHT POLE
16'-0" MAX 4'-0" MIN
3" CLR
TYP
18" DIA
3" CLR
TYP

POLE FOOTING FOR LIGHT FIXTURE
SCALE: 1/2"=1'-0" 2
C.G.

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

HSS COLUMNBY OTHERS
5'-6"
3" CLR
TYP
18" DIA
3" CLR
TYP

POLE FOOTING FOR HSS COLUMN
SCALE: 1/2"=1'-0" 3
(2) #4 TIES @ 2" OC
ELEVATION 3A
3B
S2.00

EMBEDED POLE

FOUNDATION BY
OTHERS

HSS POST BY
OTHERS

EMBEDMENT BY OTHERS

ELECTRONIC SIGN BASIS OF DESIGN
SCALE: 1/2"=1'-0" 3

INFILL LIGHT GAGE

FRAMING BY OTHERS,

SEE GENERAL NOTES

FOR WIND DESIGNPARAMETERS

ARCHITECTURAL

NON-STRUCTURAL

CLADDING BYOTHERS

HSS SUPPORTFRAME BY
OTHERS
12'-0"
12'-0"

CONC FOOTING, TYP

FOUNDATION PLAN
SCALE: 1/4"=1'-0" 1

PRE-ENGINEED SHADE
STRUCTURE POST BYOTHERS. SEE 3/S2.00 FOR
FOUNDATION.
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PER ELECTRICALDRAWINGS
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100% CONSTRUCTION DOCUMENTS DATE: 07/19/2024 6)OR 6)  6 )  6)OR  6 )OR 6 ) 6W 6 ZHU 6W 6X ZHU6W6X ZHU 6W 6 ZHU 6W ZHU 6W 6 HU 6W 6X U LWH WH  WH  /RV$QJHOH /RV V&$  8/1/2024, 4:49:05 PM MONT-JN-230606

GENERAL NOTES
BKR.

C.O.
(E)
(ER)
J.BOX
N.I.C.

PH OR Ø
(R)
TYP.

UFER
UGU.O.N.

STANDARD ABBREVIATIONS
M.H.
(N)
(RR)
REV.

ELECTRICAL EQ. SYMBOLS LIST

P PAD MOUNTED PANEL BOX
MISC. SYMBOLS LIST

WIRING LEGEND
A-1,3,5
CONDUIT: EXPOSED IN UNFINISHED
AREA; CONCEALED ABOVE CEILING OR
IN WALL IN FINISHED AREAS.

CONDUIT: IN OR BELOW FLOOR OR
BELOW GRADE. SIZE & NUMBER OF
CONDUCTORS AS NOTED.

HOMERUN TO PANEL "A", CIRCUITS
1,3,5. EQUIPMENT GROUNDING

CONDUCTOR IS NOT REPRESENTED
IN THE CROSS MARKS BUT IS TO BEINCLUDED IN ALL RACEWAYS. (NO CROSS LINES INDICATE (2)#12 + #12
GROUND.)

APPLICABLE CODES

1. CONSULT WITH THE OWNER AUTHORIZED
REPRESENTATIVE (OAR) PRIOR TO STARTING WORK.

2. THE CONTRACTOR SHALL USE SUFFICIENT BARRICADES

AND TEMPORARY PROTECTION DEVICES TO PREVENT

PEDESTRIANS OR NON-AUTHORIZED PERSONNEL ACCESS
TO ANY OPEN TRENCHES OR CONSTRUCTION ACTIVITY.THE CONTRACTOR SHALL ERECT A SAFETY BARRICADE AT

ALL OPEN TRENCHES, DITCHES, PITS, SUMPS, ETC FOR THE
PROTECTION AND SAFETY OF THE PUBLIC. ALL TRENCHES

OUTSIDE OF THE BARRICADE LIMITS SHALL BE BACKFILLED
AND PAVED NOT LATER THAN 72 HOURS AFTER BEING
OPENED. DURING THE TIME THE TRENCHES ARE OPEN IN
TRAFFIC AREAS, THE CONTRACTOR SHALL PROVIDETRAFFIC PLATES. SAFETY BARRICADES SHALL BE PANELIZED CHAIN LINK FENCE. EACH FENCE PANEL SHALL
BE 6FT TALL X 10FT WIDE WITH STAND AND TIED TOGETHER
END TO END WITH A MINIMUM 8-GAUGE WIRE. NO
TRENCHES SHALL BE LOCATED OUTSIDE BARRICADES.

3. ALL FEEDERS AND BRANCH CIRCUITS SHALL CARRY A
GROUND WIRE, SIZED AS PER N.E.C. ARTICLE 250.

4. REFER TO THE PLANS FOR ADDITIONAL REQUIREMENTS

AND EQUIPMENT AND MATERIAL APPROVED FOR USE
UNDER THIS CONTRACT.

5. PRIOR TO PULLING ANY CONDUCTORS, CLEAN AND
MANDREL ALL CONDUITS.

6. CONTRACTOR SHALL INSTALL EQUIPMENT PER ADA
(AMERICAN DISABILITIES ACT) REQUIREMENTS.

7. EXTERIOR EQUIPMENT, JUNCTION BOXES, ENCLOSURES

AND CONNECTIONS SHALL BE WEATHERPROOF TYPE
SUITABLE FOR EXTERIOR INSTALLATION.(MALLEABLE IRON
FITTINGS).

8. IN THE EVENT THAT CERTAIN FEATURES OF THE

CONSTRUCTION ARE NOT FULLY SHOWN ON THECONSTRUCTION DOCUMENTS, THE FEATURES SHALL BE OF

THE SAME CHARACTER AS SIMILAR CONDITIONS THAT ARE
SHOWN.

9. ALL DISCREPANCIES SHALL BE BROUGHT TO THE OAR'S
ATTENTION BEFORE CONSTRUCTION BEGINS.

10.THE ENGINEER HAS PREPARED THESE DOCUMENTS ONLY

FOR IMPROVEMENTS SPECIFIED, DETAILED OR SHOWN ASNEW WORK, AND ASSUMES NO RESPONSIBILITY FOR

OTHER CONSTRUCTION, MATERIAL OR EQUIPMENT NOTED
AS "PROVIDED BY OTHERS".

11. ALL JUNCTION BOX COVER PLATES FOR BRANCH CIRCUIT

SYSTEM SHALL BE CLEARLY MARKED WITH PERMANENT INK
FELT PEN IDENTIFYING THE BRANCH CIRCUIT (BOTH PANELNUMBER AND CIRCUIT NUMBER) CONTAINED IN THE BOX.

12.THE CONTRACTOR SHALL MAINTAIN THE UNIFORMITY AND
CONTINUITY OF THE GROUNDING SYSTEM IN ALLCONDUITS/RACEWAYS.

13.TEST THE ENTIRE SYSTEM TO DEMONSTRATE TO THE OAR

THAT THE ELECTRICAL COMPONENTS ARE COMPLETE AND
FUNCTION PROPERLY. MAKE NECESSARY CORRECTIONS
AND LEAVE SYSTEMS READY FOR OPERATION.

14.DRAWINGS ARE ESSENTIALLY DIAGRAMMATIC AND THE
SIZE AND LOCATION OF EQUIPMENT IS INDICATED TOSCALE WHENEVER POSSIBLE. COORDINATE LOCATION AND LAYOUT WITH OTHER WORK. CONTRACTOR SHALL PROVIDE
TO THE ENGINEER A 1/4"=1'-0" OF SCALED DRAWING OF

ELECTRICAL EQUIPMENT SHOWING LOCATION AND

CLEARANCES OF SUBMITTED EQUIPMENT FOR REVIEW AND

APPROVAL PRIOR TO ORDERING OF ELECTRICAL
EQUIPMENT.

15. ALL CONDUCTORS FOR FEEDERS AND BRANCH CIRCUITS
SHALL BE COPPER, TYPE THWN/THHN, RATED FOR 75°C.SIZES #12 AWG MAY BE SOLID OR STRANDED, #10 AND LARGER SHALL BE STRANDED. PROVIDE 75°C RATED AND
APPROVED TERMINATION FOR ALL CONDUCTORS.

16. ALL ELECTRICAL WORK SHALL BE PER THE APPLICABLE
CEC CODE. CONTRACTOR SHALL INCLUDE IN HIS BID ALL

REQUIRED LABOR, MATERIAL, EXPERTISE AND QUALIFIEDPERSONNEL TO COMPLETELY INSTALL IN A CODE COMPLIANT MANNER, ALL WORK SHOWN ON THE PLANS.

17.WHEN THERE ARE DISCREPANCIES BETWEEN CONTRACT

DOCUMENTS (DRAWINGS), OBTAIN CLARIFICATION FROM
THE ENGINEER PRIOR TO BID. FOR BIDDING PURPOSES THE

MORE STRINGENT OR MORE EXPENSIVE REQUIREMENT(S)
SHALL APPLY.

18.DURING CONSTRUCTION, THE CONTRACTOR SHALL
MAINTAIN A DAILY RECORD OF ALL DEVIATIONS FROM THEBID DRAWINGS. ALL DIMENSIONS AND OTHER INFORMATION NECESSARY TO COMPLETELY EXPLAIN AND LOCATE ALLELEMENTS OF THESE DEVIATIONS SHALL BE RECORDED.UPON COMPLETION OF WORK, THE CONTRACTOR SHALL

SUBMIT TO THE OWNER, ONE COMPLETE SET OF

REPRODUCIBLE DRAWINGS CORRECTED TO REFLECT
"AS-BUILT" CONDITIONS OF THE WORK.

19. ANY SUBMITTALS FOR EQUIPMENT DIFFERENT FROM THE

SPECIFIED ITEMS SHOWN ON THE PLANS SHALL BE

ACCOMPANIED BY CUT SHEETS FOR THE ORIGINAL
SPECIFIED ITEM(S). SUBMITTALS WITHOUT THE SPECIFIED
CUT SHEETS WILL BE REJECTED AS INCOMPLETE.

20."PROVIDE" SHALL BE DEFINED AS: FURNISH AND INSTALL.21.ALL MATERIALS, EQUIPMENT, CONDUIT AND WIRING SHALL BE NEW AND PROVIDED BY THE CONTRACTOR. REFER TO

THE PLANS FOR ADDITIONAL REQUIREMENTS FOR

EQUIPMENT AND MATERIAL APPROVED FOR USE UNDER
THIS CONTRACT.

22.ALL DIMENSIONS AND ELEVATIONS SHALL BE CHECKED
AND VERIFIED ON THE SITE BY THE GENERAL CONTRACTORAND EACH SUBCONTRACTOR BEFORE THE WORK BEGINS.ALL PERCEIVED ERRORS, OMISSIONS AND DISCREPANCIES

SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION
BEFORE CONSTRUCTION BEGINS.

23.PROVIDE ELECTRICAL PANELS WITH TYPEWRITTEN
"AS-BUILT" PANEL SCHEDULE. PANEL SCHEDULE SHALL

INCLUDE LOCATION, QUANTITY AND TYPE OF DEVICES
SERVED.

24.THE SEISMIC ANCHORAGE OF ELECTRICAL EQUIPMENT
SHALL CONFORM TO C.C.R. 2022 CHAPTER 16 AND ASCE
7-05 CHAPTER 13.

25.ALL WORK SHALL BE DONE IN ACCORDANCE WITH LATEST
APPLICABLE CODES AND REGULATIONS PER CALIFORNIAAND OTHER AUTHORITIES HAVING JURISDICTION.

26.PROVIDE ELECTRICAL PANELS WITH ENGRAVED

NAMEPLATE ON OUTSIDE OF PANEL ABOVE DOOR
OPENING.

27.SUPPORT CONDUIT 2-1/2 INCH TRADE SIZE OR SMALLER
WITH U.L. LISTED CLAMPS AND HANGERS IN ACCORDANCEWITH SMACNA STANDARDS.

28.EQUIPMENT SPECIFIED ON THESE DRAWING ARE BASIS OF
DESIGN

29.CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR

ALL ADDITIONAL DESIGN AND CONSTRUCTION COSTS INCURRED BY THE USE OF ANY PRODUCT OTHER THAN THE BASIS OF DESIGN.

30.PROVIDE BREAKERS TIES TO BREAKERS FEEDING MULTI
WIRE RUNS.

31.THESE PLANS ARE DIAGRAMMATIC, CONDUIT EXACT
ROUTING, BOXES, FASTENERS, ETC. ARE CONSIDERED AS

PART OF THE MEANS AND METHODS THAT THE

CONTRACTOR IS USING TO PROVIDE AN OPERABLE AND

APPROVED INSTALLATION

32.ALL ELECTRICAL WORK SHALL BE DESIGNED PER 2022 LOS
ANGELES COUNTY ELECTRICAL CODE, 2022 CALIFORNIA
ELECTRICAL CODE, 2020 AND NATIONAL ELECTRICAL CODE.

33.110.2 APPROVAL: ALL ELECTRICAL EQUIPMENT SHALL BE

LABELED, LISTED OR CERTIFIED BY A NATIONALLY

RECOGNIZED TESTING LABORATORY ACCREDITED BY THEUNITED STATES OCCUPATIONAL SAFETY HEALTH

ADMINISTRATION

34.130.5(c) VOLTAGE DROP: THE MAXIMUM COMBINED

VOLTAGE DROP ON BOTH INSTALLED FEEDER

CONDUCTORS AND BRANCH CIRCUIT CONDUCTORS TO THE
FARTHEST CONNECTED LOAD OR OUTLET SHALL NOTEXCEED 5 PERCENT.

PART 1 - 2022 CA. BUILDING CODE, TITLE 24 CCR (2021 IBC)PART 2 - 2022 CA. BUILDING CODE, TITLE 24 CCR (2021 IBC)PART 3 - 2022 CA. ELECTRICAL CODE, TITLE 24 CCR (2020 NEC OF THE NFPA) 2022 CITY OF LOS ANGELES AMENDMENTS CBC, CMC, CPC AND CEC

ELECTRICAL SHEET INDEX

NUMBER SHEET TITLE
E0.1
E0.2

ELECTRICAL SYMBOLS, ABBREVIATIONS, GENERAL

NOTES, SPECIFICATIONS

ELECTRICAL PANEL SCHEDULE AND SINGLE LINE DIAGRAM
CONDUIT SYSTEM RISER UP.CONDUIT SYSTEM RISER DOWN.
3/4"C. 2 #10 + #10 GND.3/4"C. 3#10, + #10 GND.3/4"C. 4#10, + #10 GND.1"C. 5 #10 + #10 GND.1"C. 6 #10 + #10 GND.1-1/4"C. 7 #10 + #10 GND.1-1/4"C. 8 #10 + #10 GND.

AMPERES

BREAKER

CONDUIT

CONDUIT ONLY

EXISTING

EXISTING, RELOCATED

JUNCTION BOX

MOUNTING HEIGHT
NEW

NOT IN CONTRACT
PHASE

REMOVE AND RELOCATEREMOVED

REVISED

TYPICALUFER GROUND

UNDERGROUND

A OR AMP

UNLESS OTHERWISE NOTED
W.P. WEATHERPROOF
C

ELECTRICAL SPECIFICATIONS

1.00 SCOPE1.01 GENERAL1.02 CODES AND PERMITS1.03 COORDINATION1.04 CLEANING PREMISES A. FURNISH ALL LABOR AND FURNISH AND INSTALL ALL MATERIALS AND

EQUIPMENT FOR A COMPLETE AND OPERATING ELECTRICAL SYSTEM AS SHOWN ON THE DRAWINGS AND/OR SPECIFIED HEREINAFTER.

B. INSTALL AND CONNECT ALL OWNER FURNISHED EQUIPMENT AS NOTED.

COORDINATE WITH OWNER BEFORE INSTALLATION.

A. PROVIDE ALL EQUIPMENT, MATERIAL, LABOR. SERVICE, HOISTING, SUPPORT AND SUPERVISION FOR ALL WORK SHOWN ON THE ELECTRICAL DRAWINGSAND AS SPECIFIED.

B. THE ENTIRE WORK PROVIDED SHALL BE CONSTRUCTED AND FINISHED IN EVERY RESPECT IN A WORKMANLIKE AND SUBSTANTIAL MANNER. FURNISH

AND INSTALL ALL WORK AS MAY BE NECESSARY TO COMPLETE THE SYSTEMS IN ACCORDANCE WITH THE BEST TRADE PRACTICE AND TO THESATISFACTION OF THE OWNER. THE ENTIRE INSTALLATION SHALL BE READY

IN EVERY RESPECT FOR SATISFACTORY AND EFFICIENT OPERATION WHEN COMPLETE.

C. THE DRAWINGS SHOW VARIOUS CONDUIT AND WIRING SYSTEMS SCHEMATICALLY AND PROVIDE CIRCUIT NUMBERS FOR REFERENCE ONLY.

BALANCE ALL PANELBOARDS AND RECORD ALL CIRCUIT NUMBERS ON AS-BUILT DRAWINGS.

D. SUBMIT A SINGLE GUARANTEE STATING THAT ALL PORTIONS OF THE WORK ARE IN ACCORDANCE WITH CONTRACT REQUIREMENTS. GUARANTEE ALL

WORK AGAINST FAULTY AND IMPROPER MATERIAL AND WORKMANSHIP FOR

A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE BY THE OWNER

EXCEPT THAT WHERE GUARANTEES OR WARRANTIES FOR LONGER TERMS ARE SPECIFIED BY CONTRACT, SUCH LONGER TERM SHALL APPLY. AT NOADDITIONAL COST TO THE OWNER, WITHIN 24HOURS AFTER NOTIFICATION,

CORRECT ANY DEFICIENCIES WHICH OCCUR DURING THE GUARANTEE PERIOD, ALL TO THE SATISFACTION OF THE OWNER.

E. PROVIDE ALL MATERIAL AND EQUIPMENT AND MAKE THE FINAL CONNECTIONS TO ALL EQUIPMENT.

A. ALL WORK SHALL BE DONE IN FULL COMPLIANCE WITH THE

CALIFORNIA ELECTRIC CODE AND ALL LOCAL CODES OR
ORDINANCES HAVING JURISDICTION.

B. ALL EQUIPMENT AND MATERIALS SHALL BE NEW
C. SECURE AND PAY FOR ALL NECESSARY APPROVALS, PERMITS, INSPECTIONS, ETC., AND DELIVER THE OFFICIAL RECORDS OF THE GRANTING OF PERMITS TO THE OWNER WITHOUT ADDITIONALCOST TO THE OWNER.

A. COORDINATE THE WORK OF THIS SECTION WITH THE WORK OF

OTHER SECTIONS IN AMPLE TIME FOR THE PROPER INSTALLATION

AND CONNECTION
B. CAREFULLY CHECK THE DOCUMENTS WITH OTHER TRADES TO

ASCERTAIN THE REQUIREMENTS OF ANY MATERIALS OR

EQUIPMENT BEING FURNISHED AND/OR INSTALLED BY THAT

SECTION AND PROVIDE THE PROPER INSTALLATION AND/OR
CONNECTIONS INCLUDING ANY CONTROL WIRING REQUIRED.

C. BEFORE FABRICATION AND INSTALLATION OF SPECIAL SYSTEM

OUTLETS VERIFY THE FINAL DESIRED LOCATION OF EQUIPMENT
WITH OWNER.

A. THE CONTRACTOR SHALL KEEP ALL PARTS OF THE BUILDING AND

SITE FREE FROM ANY ACCUMULATIONS OF RUBBISH OR WASTE

MATERIALS CAUSED BY HIS WORKMEN, AND SHALL REMOVE SUCH
ACCUMULATIONS FROM THE BUILDING, SITE AND PROPERTY. JOB SITE SHALL BE CLEANED AT THE END OF EACH WORKING DAY.

1.05 RECORD DRAWINGS1.06 PROTECTION & SAFEGUARDS

1.07 SHOP DRAWINGS

1.08 EXISTING CONDITIONS1.09 GROUNDING SYSTEM
A. KEEP UP TO DATE, A COMPLETE SET OF AS BUILT MYLARS TO INDICATE ANY CHANGES FROM THE ORIGINAL DRAWINGS. UPON
COMPLETION OF THE INSTALLATION, FURNISH A COMPLETE SETOF AS-BUILT MYLARS. THESE DRAWINGS SHALL BE SUBMITTED TO THE OWNER FOR APPROVAL. AFTER APPROVAL THEY SHALL
BECOME THE PROPERTY OF THE OWNER. FINAL PAYMENT WILLBE WITHHELD UNTIL RECEIPT OF THE APPROVED DRAWINGS.

A. THE CONTRACTOR SHALL ERECT AND MAINTAIN SUITABLE

BARRIERS, PROTECTIVE DEVICES, LIGHTS AND WARNING SIGNS

WHERE REQUIRED FOR THE PROTECTION OF THE PUBLIC AND
EMPLOYEES ABOUT THE BUILDING. HE SHALL BE FULLYRESPONSIBLE FOR ANY LOSS OR INJURY TO PERSONS ORPROPERTY RESULTING FROM HIS NEGLECT OF THESEPRECAUTIONS, HIS OWN CARELESSNESS, OR THE CARELESSNESS

OR NEGLECT OF HIS EMPLOYEES, OR HIS SUB-CONTRACTOR
AND/OR THEIR EMPLOYEES.

A. WITHIN THIRTY (30) DAYS AFTER AWARD OF THE GENERAL
CONTRACT, THE CONTRACTOR SHALL SUBMIT SIX (6) PRINTS OF ALL REQUIRED SHOP DRAWINGS AND BROCHURES. SHOP
DRAWINGS AND BROCHURES WILL BE REQUIRED FOR THEFOLLOWING EQUIPMENT: PANEL BOARD, CIRCUIT BREAKERS, LIGHT FIXTURES AND ANY SPECIAL EQUIPMENT. EQUIPMENT

INSTALLED WITHOUT APPROVAL THEREOF SHALL BE DONE AT THE

RISK OF THE CONTRACTOR AND THE COST FOR REMOVAL OF

SUCH EQUIPMENT OR RELATED WORK WHICH IS JUDGED

UNSATISFACTORY FOR ANY REASON SHALL BE AT THE EXPENSE
OF THE CONTRACTOR.

A. BEFORE SUBMITTING BID BECOME THOROUGHLY FAMILIAR WITH ACTUAL EXISTING CONDITIONS. THE INTENT OF THE WORK IS

SHOWN ON THE DRAWINGS AND DESCRIBED HEREINAFTER AND

NO CONSIDERATION WILL BE GRANTED BY REASON OF LACK OF

FAMILIARITY ON THE PART OF THE CONTRACTOR WITH ACTUAL
PHYSICAL CONDITIONS AT THE SITE.

A. ALL ELECTRICAL EQUIPMENT AND SYSTEMS SHALL BE GROUNDED

IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE AND
TITLE 24, CALIFORNIA ADMINISTRATIVE CODE, PART 3. SERVICE

ENTRANCE EQUIPMENT SHALL BE GROUNDED IN ACCORDANCE
WITH THE UTILITY COMPANY'S REQUIREMENTS.

B. GROUNDING SHALL BE AS INDICATED ON THE DRAWINGS AND
BONDED TO THE COLD WATER PIPING SYSTEM.

C. PROVIDE A GROUNDING CONDUCTOR, WHICH SHALL BE IN

ADDITION TO THE THE CIRCUIT CONDUCTORS INDICATED, IN EACH

NONMETALLIC CONDUIT USED FOR LIGHTING AND POWER
CIRCUITS.

D. ALL SYSTEM GROUNDING CONDUCTORS SHALL BE COPPER. ALL GROUND CONNECTIONS SHALL BE ACCESSIBLE AND MADE WITHCOPPER ALLOY FITTINGS.

1.15 CONDUCTORS1.16 EQUIPMENT CONNECTIONS 1.11 WIRING DEVICES

1.12 OUTLET BOXES1.13 LIGHTING FIXTURES

1.14 CONDUIT, EMT AND FITTINGS

1.10 PANELBOARDS
A. PANEL BOARD SHALL BE WESTINGHOUSE TYPE WES 120/240V-1

PHASE EQUAL BY SQUARE D, CUTLER HAMMER OR GENERAL
ELECTRIC. THE CIRCUIT BREAKERS SHALL BE BOLT ON TYPE AND

SHALL HAVE THE NUMBER OF POLES INDICATED ON THE
DRAWINGS. TIE HANDLES WILL NOT BE ALLOWED. PROVIDE AN
ENGRAVED PHENOLIC NAMEPLATE FOR ALL PANELS.

A. THE CATALOG NUMBERS OF ALL WIRING DEVICES, UNLESS
OTHERWISE SPECIFIED ARE THOSE OF THE HUBBELL COMPANY,OR AS NOTED TO ESTABLISH THE QUALITY DESIRED. EQUAL

EQUIPMENT BY GENERAL ELECTRIC, BRYANT, SIERRA, SLATER,
LEVITON OR A&H WILL BE ACCEPTABLE.

B. FURNISH AND INSTALL CONVENIENCE RECEPTACLE AT EACH
LOCATION INDICATED ON THE DRAWINGS. RECEPTACLE SHALL BE 5262.

C. PLATES FOR WIRING DEVICES SHALL BE WHITE OR AS SELECTED BY ARCHITECT.

A. JUNCTION BOXES SHALL BE 4 BY 4 BY 2-1/8 INCHES DEEP WITH COVERS UNLESS OTHERWISE NOTED OR REQUIRED BY CODE.

A. FURNISH AND INSTALL UNDERWRITERS LABORATORIES, INC.

LISTED LIGHTING FIXTURES AS INDICATED ON DRAWINGS.

B. ALL FIXTURES SHALL BE FURNISHED COMPLETE WITH LAMPS.

C. THIS CONTRACTOR SHALL FURNISH AND INSTALL ALL FIXTURE SUPPORTS FOR ALL FIXTURES.

A. RACEWAYS LARGER THAN 3-INCH SHALL BE GALVANIZED RIGID STEEL UNLESS OTHERWISE SPECIFIED.

B. RIGID METAL RACEWAYS SHALL BE INSTALLED IN WET LOCATIONS,

IN OR UNDER CONCRETE SLABS ON GRADE WITH OR WITHOUT
VAPOR BARRIER.

C. ELECTRICAL METALLIC TUBING IN SIZES UP TO 3-INCH MAY BE

INSTALLED IN INTERIOR SPACES WHERE RIGID RACEWAY IS NOT

REQUIRED, AND WHERE PERMITTED BY THE LOCAL CODE
AUTHORITIES HAVING JURISDICTION.

D. JOIN ELECTRICAL METALLIC TUBING WITH WATERTIGHT STEEL COMPRESSION TYPE THREADLESS FITTINGS THROUGHOUT. USECONNECTORS OF FACTORY PRE INSULATED TYPE IN ALL SIZES.

EMT FITTINGS USING SET SCREWS ARE NOT ACCEPTABLE. EMT
CONNECTIONS SHALL BE OF MALLEABLE IRON OR STEEL.

E. FLEXIBLE RACEWAY SHALL BE STEEL. USE FACTORY PRE

INSULATED FITTINGS OF THE TYPE APPROVED AS GROUNDING
CONNECTORS. PROVIDE GROUNDING WIRE IN ALL NON-LIQUID
TIGHT FLEXIBLE RACEWAY SIZED ACCORDING TO CODE.

MAXIMUM LENGTH OF FLEXIBLE RACEWAYS SHALL BE 6-FEET.

F. SURFACE RACEWAY SHALL BE WIREMOLD #AL3100.

A. ALL CONDUCTORS SHALL BE COPPER WITH THHN 90 DEGREE C INSULATION.

B. CONDUCTORS SHALL BE CONTINUOUS FROM OVER-CURRENT
PROTECTIVE DEVICE TO TERMINAL OR FARTHEST OUTLET. NO

JOINTS SHALL BE MADE EXCEPT IN PULL, JUNCTION OR OUTLET BOXES.

C. JOINTS IN WIRES SMALLER THAN NO.6 SHALL BE MADE WITH IDEAL SUPER WIRE NUTS OR SCOTCH TYPE "R", "Y" OR "B" SPRINGCONNECTORS. JOINTS IN WIRES NO. 6 AND LARGER SHALL BE MADE WITH APPROVED SOLDERLESS CONNECTORS. ALL JOINTS IN CABLES NO. 6 AND LARGER SHALL BE INSULATED AND TAPED.

D. NEUTRAL CONDUCTORS SHALL NOT BE BROKEN AT ANY DUPLEX

RECEPTACLE, LIGHTING FIXTURE OR SIMILAR WIRING DEVICE IN MULTI-WIRE (3 WIRE OR 4 WIRE) CIRCUITS. GROUNDED NEUTRAL SHALL NOT DEPEND ON DEVICE CONNECTIONS FOR CONTINUITY.

NEUTRAL WIRES CAN BE SPLICED TOGETHER WITH PIGTAIL TONEUTRAL TERMINAL ON RECEPTACLE, LIGHTING FIXTURE OR SIMILAR DEVICE. IF DEVICE OR FIXTURE IS REMOVED, NEUTRAL WILL REMAIN CONTINUOUS.

A. MAKE CONNECTIONS TO ALL ELECTRICALLY OPERATED

EQUIPMENT WHETHER FURNISHED AS A PART OF THIS CONTRACT
OR FURNISHED BY THE OWNER FOR INSTALLATION UNDER THISCONTRACT. FURNISH AND INSTALL ALL CONDUITS ANDCONDUCTORS REQUIRED FOR THESE CONNECTIONS AND FORCONTROL WIRING AS INDICATED BY ELECTRICAL IN OTHERSECTIONS.

E2.1 ELECTRICAL SITE POWER AND LIGHTING PLAN E0.3 ELECTRICAL LIGHT FIXTURE SCHEDULEE2.2 ELECTRICAL SITE POWER AND LIGHTING PLANE3.0 ELECTRICAL DETAILSE4.0 OUTDOOR T-24 COMPLIANCE FORMS An MBE SBE DBE LSBE FirmGlendale Downtown LA Camarillo
-2%
'(3$570(172)38%/,&:25.6

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ZZZNWXDFRP
42 25

ELECTRICAL SYMBOLS, ABBREVIATIONS, GENERAL NOTES,

SPECIFICATIONS
E-0.1
100% CONSTRUCTION DOCUMENTS DATE: 07/19/2024 8/1/2024, 4:49:05 PM MONT-JN-230606

M
100A, 2P
240V
20A, 2P
80A, 2P

TO LIGHT

FIXTURES
TO

BILL BOARD

TO (E) POLE

MOUNTED TRANSFORMER
(BY UTILITY COMPANY)
20A, 1P

TO IRRIGATION

CONTROLLER
PANEL BOX "PL"
1 1/2"C-3#1/0,1#6G
L = 290', VD = 2.47%
1 SINGLE LINE DIAGRAM KEY NOTES
REFER TO SHEET E-2.1 FOR THE LOCATION OF POLEMOUNTED TRANSFORMER.

SEE SHEET E2.2 FOR CONDUCTOR AND CONDUIT SIZES FOR
BRANCH CIRCUITS (TYPICAL).PROVIDE ARC FLASH WARNING ON THE ELECTRICAL PANEL TO COMPLY WITH CEC 110.16 REQUIREMENT.
2 2
2 2
1 AIC = 42 KAIC
AFC = 3871 AAIC = 10 KAIC
3/4"C-2#8,1#10G
L = 120', VD =2.62%
3/4"C-2#12,1#12G
L = 75', VD = 2.07%
1"C-2#4,1#8G
L = 40', VD = 0.69%
3 3
An MBE SBE DBE LSBE FirmGlendale Downtown LA Camarillo
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ZZZNWXDFRP
42 ELECTRICAL PANEL SCHEDULE AND SINGLE

LINE DIAGRAM
SCALE: 1/8"=1'-0"
1 - - -

ELECTRICAL PANEL SCHEDULE AND SINGLE LINE DIAGRAM
--
E-0.2
26 100% CONSTRUCTION DOCUMENTS DATE: 07/19/2024 8/1/2024, 4:49:05 PM MONT-JN-230606

An MBE SBE DBE LSBE Firm
Glendale Downtown LA Camarillo
-2%
'(3$570(172)38%/,&:25.6

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ZZZNWXDFRP
42 ELECTRICAL LIGHT FIXTURE SCHEDULE
SCALE: 1/8"=1'-0"
1 - - -

ELECTRICAL LIGHT FIXTURE SCHEDULE -
-
E-0.3
27 100% CONSTRUCTION DOCUMENTS DATE: 07/19/2024 8/1/2024, 4:49:05 PM MONT-JN-230606

UGPB
24" X 30" X DEPTH (AS

REQUIRED) UNDERGROUNDPULLBOX AT THE EDGE OF
THE SIDE WALK. PROVIDE
MANHOLE COVER WITHMARKING AS "ELECTRIC"

1 1/4"C-3#3 & 1#8
GND.

MATCHLINE E-2.2 MATCHLINE E-2.2 UGPB 24" X 30" X DEPTH (AS REQUIRED) UNDERGROUND PULLBOX. PROVIDE MANHOLE COVER WITH MARKING AS "ELECTRIC" R=36" (TYP.)  LIMIT PUBLIC ROW LIMIT OF WORK LIMIT OF WORK LIMIT OF WORK LIMIT OF WORK

1. CONTRACTOR TO MAINTAIN CONDUIT BENDING RADIUS AT 36" (MIN.) ALSO REFER TO CIVIL PLAN C-30 FOR CONDUIT DEPTH.

2. PROVIDE GROUNDING OF THE PANELBOARD PER CEC 250.24.

GENERAL NOTES


REMODEL KEY NOTES

1 1/2"C ALONG THE POLE WITH 3#1/0 & 1#6 GND WIRE.

SAWCUT AND TRENCH FROM BASE OF EXISTING POWER
POLE UPTO THE SIDEWALK AND INSTALL WITH 1 1/2"C - 3#1/0 & 1#6 GND. FOR CONNECTION TO THE PEDESTAL MOUNT
PANELBOARD "PL". REFER TO SHEET E-2.2 FOR EXACTLOCATION OF THE PANELBOARD.

RUN UNDERGROUND 1 1/2"C-3#1/0,1#6G ALONG THE SIDE
WALK ON BEVERLY BLVD.

An MBE SBE DBE LSBE FirmGlendale Downtown LA Camarillo
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ZZZNWXDFRP
42 E-2.1

ELECTRICAL SITE POWER AND LIGHTING PLAN
SCALE: 1/8"=1'-0"
1 E-2.1

ELECTRICAL SITE POWER AND LIGHTING PLAN
--
28 100% CONSTRUCTION DOCUMENTS DATE: 07/19/2024 8/1/2024, 4:49:05 PM MONT-JN-230606

REFERENCE ONLY

1. CONTRACTOR TO MAINTAIN CONDUIT BENDING RADIUS AT 36" (MIN.) ALSO REFER TO CIVIL PLAN C-30 FOR CONDUIT DEPTH.

2. PROVIDE GROUNDING OF THE PANELBOARD PER CEC 250.24.

GENERAL NOTES


REMODEL KEY NOTES










A

A

PUBLIC ROW

LIMIT OF WORK

LIMIT OF WORK

LIMIT OF WORK

LIMIT OF WORK

E BEVERLY TERRACE

E BEVERLY BLVD

PUBLIC ROW

PUBLIC RO
J
PL-6




PL-2,4
PL-2,4
NEW ELECTRICAL BILL BOARD (TO BE PROVIDED BY OTHERS). CONTRACTOR TO COORDINATE ANCHORING OF THE BILL BOARD WITH MANUFACTURER / INSTALLER.

REFER TO THE CIVIL DRAWING FOR THE REMOVAL OF THE EXISTING BILLBOARD.PANEL BOX "PL" (NEMA-3R RATED) WITH 100A MAIN CIRCUIT BREAKER AND UTILITY METER MOUNTED ON THE PEDESTAL. CIRCUIT BREAKERS FOR BILL BOARD AND THELIGHT FIXTURES WILL BE IN THE PANEL BOX "PL". REFER TO THE PANEL SCHEDULE ON SHEET E0.2.

PROVIDE 1"C FROM THE 80AMPS CIRCUIT BREAKER FOR THE BILLBOARD RUNNINGUNDERGROUND UPTO THE J-BOX AS SHOWN ON PLANS.

J-BOX FOR POWER TO THE BILL BOARD.

RUN UNDERGROUND 1 1/2"C-3#1/0,1#6G ALONG THE SIDE WALK ON BEVERLY BLVD. 1"C-2#4,1#8G FROM 80 AMPS BREAKER IN PANEL BOX TO J-BOX. REFER TO PANEL SCHEDULE ON SHEET E-0.2.

POLE MOUNTED LIGHT FIXTURE (LED) WITH SINGLE HEAD.

J-BOX FOR POWER TO IRRIGATION CONTROLLER.
3/4"C-2#12,1#12G FROM LIGHT FIXTURE TO THE BREAKER IN THE PANELBOARD "PL".3/4"C-2#8,1#10G FOR IRRIGATION CONTROLLER.

THE EQUESTRIAN SURFACE AREA SHOULD BE FREE OF ANY UNDERGROUND ELECTRICAL CONDUIT.


MATCHLINE E-2.1 MATCHLINE E-2.1 J R=36" (TYP.) 

UGPB   P 
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ZZZNWXDFRP
42 E-2.2

ELECTRICAL SITE POWER AND LIGHTING PLAN
SCALE: 1/8"=1'-0"
1 E-2.2

ELECTRICAL SITE POWER AND LIGHTING PLAN
--
29 100% CONSTRUCTION DOCUMENTS DATE: 07/19/2024 8/1/2024, 4:49:05 PM MONT-JN-230606

REFERENCE ONLY

1'-0"MIN. PVC FEMALE

ADAPTER

NON-METALLICCONDUIT

PVC COATED FITTING

WHERE REQUIRED

CONDUIT BURIED

DIRECTLY IN GROUND
36" RADIUS BEND
1 1/4" CONDUIT RISER

DEPTH OF COVER
MIN 30"

PULL WIRE

CONDUIT STRAPS

PULL WIRE

SOLVENT WELD PIPE CAP ON TO THE CONDUIT RISER TO

PREVENT ANY WATER/DIRT GETTING INTO THE CONDUIT
3"
GRC W/20 MIL

PVC TAPE

EXISTING
POLE

1. PROVIDE LARGER PULL BOXES AS
REQUIRED.

2. PROVIDE PVC COATED GRS ELBOWS.

3. PROVIDE GROUND RODS IN PULL BOXES.

PROVIDE MINIMUM 24"x30"x DEPTH (ASREQUIRED) DEEP PRECAST U.G. PULL BOX WITH

CONCRETE BOLT DOWN COVER, COVER
MARKING TO READ: "ELECTRIC"
U.G. CONDUIT PER PLANS (TYPICAL)
3/4"x 8' COPPER CLAD STEEL GROUND ROD

USE WATERPROOF RESIN ENCAPSULATING
U.G. CONDUIT PER PLANS (TYPICAL)
SPLICES BY 3M OR APPROVED EQUAL IN

PRECAST PULL BOXES

CONDUCTOR INSULATION-PENCIL ENDS

WINDOW CONNECTOR,

CRIMP EACH END

REFER TO SPLICING DETAIL ABOVE

HARDSCAPE OR FINISHED GRADE
GRAVEL

CONDUCTORS

SECTION A-A
AA
12"
6"
NOTE:

RSSP-4R-11GPOLE BY NLS2.5"X5" HANDHOLEW/VANDAL RESISTANT,STAINLESS STELL 1/4" SOCKET

FINISHED GRADE

CONDUIT

HEAD SCREW

BASE PLATE BYMANUFACTURER

REFER TO STRUCTURAL DRAWING FOR ANCHORAGE DETAILS AND DIMENSIONS 1 13456
23 45
2 6

ELECTRICAL PANEL WITH UTILITY
METER AND BREAKERS PER SINGLELINE DIAGRAM.METAL PEDESTAL, GRAYPOWDER-COATED

GROUND WIRE CONDUIT -GROUND PER ASIC GUIDELINES

ELECTRICAL SUPPLY CONDUIT FROM
THE UTILITY POLE.

CONDUIT(S) FOR POWER TO

BILLBOARD, LIGHT FIXTURES AND

IRRIGATION CONTROLLER PER THE
FLOOR PLAN.

CONCRETE PEDESTAL BASE.

DETAIL LEGEND:

An MBE SBE DBE LSBE FirmGlendale Downtown LA Camarillo
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ZZZNWXDFRP
42 E-3.0

ELECTRICAL DETAILS
SCALE: N.T.S
1 E-3.0

CONDUIT STUB-UP
--
SCALE: N.T.S
2 E-3.0

UNDERGROUND PULL BOX
--
30 SCALE: N.T.S
4 E-3.0

PEDESTAL MOUNTED PANEL DETAIL
--
SCALE: N.T.S
3 E-3.0

POLE MOUNTING DETAIL
--
100% CONSTRUCTION DOCUMENTS DATE: 07/19/2024 8/1/2024, 4:49:05 PM MONT-JN-230606

An MBE SBE DBE LSBE Firm
Glendale Downtown LA Camarillo
-2%
'(3$570(172)38%/,&:25.6

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ZZZNWXDFRP
42 E-4.0
OUTDOOR T-24 COMPLIANCE FORMS
31 100% 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

PUBLIC ROW

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

KEY NOTES (SPECIFIC TO SHEET)

SYMBOL DESCRIPTION

REMOVE EXISTING IRRIGATION VALVES

INCLUDING IRRIGATION ISOLATION VALVES,

VALVE BOXES, REMOTE CONTROL VALVES, AND

SPRINKLER HEADS SERVING CLEARED AND
GRUBBED AREAS WITHIN LIMIT OF WORK.

SALVAGE AND RETURN EQUIPMENT TO CITY OF
MONTEBELLO. CUT AND REMOVE ALL EXISTINGLATERAL LINE DISTURBED, AND ABANDON ANYLATERAL LINE UNDISTURBED BELOW 12" OF NEW FINISH GRADE.

CONTRACTOR SHALL ENSURE ALL EXISTING

WATER SUPPLY LINE TO EXISTING VALVES TO BE
REMOVED ARE CUT AND CAPPED PRIOR TO THEIRREMOVAL. DISCONNECT VALVE WIRE FROM CONTROLLER TERMINAL STRIP, LABEL AS "SPARE
WIRES".

TEMPORARILY RELOCATE EXISTING 24 STATION
LEIT SOLAR CONTROLLER AND 1-1/2" BACKFLOW
PREVENTER IN ENCLOSURE. CONTACT WATER

AGENCY FOR SITE MEETING PRIOR TO ANY WORK

TO CONFIRM APPROVED LOCATION AND
INSTALLATION. SAN GABRIEL VALLEY WATER
COMPANY: (626) 448-6183.

APPROXIMATE LOCATION. PROTECT IN PLACE

EXISTING IRRIGATION WATER SUPPLY LINE,

SHUT-OFF VALVES, AND WIRES SERVING VALVES
TO BE PROTECTED IN PLACE.

EXISTING VALVES AND IRRIGATION EQUIPMENT

OUTSIDE OF LIMIT OF WORK SHALL REMAIN IN
SERVICE. REFER TO RECORD DRAWINGS
(BEVERLY BRIDGE IRRIGATION PLANS, DATED
1999) FOR IRRIGATION IN THIS AREA.

EXISTING SYSTEM-TO-REMAIN REMOTE CONTROL
VALVE CONVERSION NOTES:

COORDINATE TIMING WITH CITY OF MONTEBELLO
REPRESENTATIVE FOR CITY TO REPLACE (9)EXISTING DC LATCHING SOLENOIDS AND RELATED

AUXILARY EQUIPMENT WITH AC SOLENOID UPON
INSTALLATION OF AC POWERED CONTROLLER.
12345

LANDSCAPE IRRIGATION DEMOLITION PLAN

GENERAL DEMOLITION NOTES

1. PRIOR TO ANY WORK, REFER TO SHEET LI-2.0 LANDSCAPE
IRRIGATION LEGEND AND NOTES, REPAIR AND REPLACEIRRIGATION NOTES. CONTRACTOR SHALL VERIFY IN THE

FIELD ALL EXISTING IRRIGATION TO BE PROTECTED IN PLACE
AND IRRIGATION TO BE REMOVED PRIOR TO ANY WORK.

2. REFER TO SHEET LI-1.0 LANDSCAPE IRRIGATION PLAN.

3. REFER TO SHEET LI-2.0 FOR LANDSCAPE IRRIGATION LEGEND AND NOTES.

4. REFER TO SHEETS LI-3.0 TO LI-6.0 FOR IRRIGATION DETAILS. 2 1
1 3
4 4
5 '(3$570(172)38%/,&:25.6

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ZZZNWXDFRP
7/19/2024

I L E C 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
RHC SI OT PHER L . LANGDON 49 15
Renewal Date
Date
Signature
02/28/2025
100% CONSTRUCTION DOCUMENTS DATE: 07/19/2024
EXISTING 1-1/2" DOMESTIC

WATER METER
EXIST 2" IRR
EXIST 2" IRR
MATCHLINE, SEE SHEET LI-0.2

LIMIT OF WORK

LIMIT OF WORK

LIMIT OF WORK

LIMIT OF WORK

E BEVERLY BLVD

RIGHT OF WAY
N SCALE: 1"= 10'
20 10 5 0

KEY NOTES (SPECIFIC TO SHEET)

SYMBOL DESCRIPTION

CUT AND CAP ANY SPRINKLER HEADS SERVING

TREE IDENTIFIED FOR REMOVAL ON CIVIL
ENGINEERING DEMOLITION PLANS. COORDINATE

WITH CITY OF MONTEBELLO TO RETURN ANY
EQUIPMENT BACK TO THE PROPERTY OWNER.

THIS AREA IS SLOPED AND PREDOMINANTLY
PAVED IN CONCRETE. COORDINATE WITH CITY OF

MONTEBELLO FOR EXISTING IRRIGATION
EQUIPMENT IN THE AREA OF WORK. REPAIR ANDREPLACE ANY EXISTING IRRIGATION DISTURBED

BY CONSTRUCTION WITH MATERIALS MATCHING
EXISTING.
10 FT WIDE PUBLIC UTILITY EASEMENT. REFER TO
CIVIL ENGINEERING DRAWINGS.
122

LANDSCAPE IRRIGATION DEMOLITION PLAN

GENERAL DEMOLITION NOTES

1. PRIOR TO ANY WORK, REFER TO SHEET LI-2.0 LANDSCAPE
IRRIGATION LEGEND AND NOTES, REPAIR AND REPLACEIRRIGATION NOTES. CONTRACTOR SHALL VERIFY IN THE

FIELD ALL EXISTING IRRIGATION TO BE PROTECTED IN PLACE
AND IRRIGATION TO BE REMOVED PRIOR TO ANY WORK.

2. REFER TO SHEET LI-1.0 LANDSCAPE IRRIGATION PLAN.

3. REFER TO SHEET LI-2.0 FOR LANDSCAPE IRRIGATION LEGEND AND NOTES.

4. REFER TO SHEETS LI-3.0 TO LI-6.0 FOR IRRIGATION DETAILS. '(3$570(172)38%/,&:25.6

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ZZZNWXDFRP
7/19/2024

I L E C 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
RHC SI OT PHER L . LANGDON 49 15
Renewal Date
Date
Signature
02/28/2025
100% CONSTRUCTION DOCUMENTS DATE: 07/19/2024
1 2
MATCHLINE, SEE SHEET LI-0.1
3

SM

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
A
WM
N SCALE: 1"= 10'
20 10 5 0

KEY NOTES (SPECIFIC TO SHEET)

SYMBOL DESCRIPTION
DRAINAGE SWALE, REFER TO LC-1.0 AND CIVILENGINEERING DETAILS.POINT OF CONNECTION / EQUIPMENT MANIFOLD

SHOWN DIAGRAMMATICALLY, PLACE IN SHADED
AREAS.

SLEEVE UNDER, AND INCREASE DEPTH OF PIPE 6"

UNDER DRAIN PIPE AND COBBLE SWALE THIS
AREA, REFER TO CIVIL DETAILS.

EXISTING MAINLINE SERVING IRRIGATION

OUTSIDE OF LIMIT OF WORK, PROTECT IN PLACECONNECT TO EXISTING MAINLINE AND WIRES AND

EXTEND TO NEW IRRIGATION SYSTEM

BID ALTERNATE IRRIGATION AREA
123456

LANDSCAPE IRRIGATION PLAN

IRRIGATION REFERENCE LEGEND

SYMBOL DESCRIPTION

POC POINT OF CONNECTION

WATER METER

IRRIGATION SUB METERIRRIGATION CONTROLLERIRRIGATION BACKFLOW PREVENTION ASSEMBLY

DOMESTIC BACKFLOW PREVENTION ASSEMBLY

MASTER VALVE

FLOW METER

MAINLINE ISOLATION VALVEMANIFOLD ISOLATION VALVE

ELECTRIC REMOTE CONTROL VALVEDRIP REMOTE CONTROL VALVE ASSEMBLYDRIP FLUSH VALVEDRIP AIR VACUUM RELIEF VALVEDRIP OPERATION INDICATOR

SUBSURFACE DRIP IRRIGATION

TREE BUBBLER ASSEMBLY
12" POP-UP STREAM ROTATOR HEAD

QUICK COUPLING VALVE

EXISTING IRRIGATION MAIN LINE

IRRIGATION MAIN LINE (SIZE PER PLAN)IRRIGATION LATERAL LINE (SIZE PER PLAN)

PIPE SLEEVE

WIRE CONDUIT

DRIP TO PVC LINE TRANSITION FITTINGS

COPPER PIPING
SM
1"

SHEET NOTES

1. REFER TO SHEET LI-2.0 FOR IRRIGATION NOTES,
CALCULATIONS AND LEGEND.

2. REFER TO SHEETS LI-3.0 THROUGH LI-6.0 FOR IRRIGATION DETAILS.

3. IRRIGATION AND WATER LINE PIPING, SLEEVES/CONDUITS,
BUBBLER HEADS AND EQUIPMENT ARE SHOWNDIAGRAMMATICALLY FOR CLARITY. REFER TO SPECIFICNOTES ON PLAN. MAINLINE AND VALVES SHALL NOT BEPLACED IN NON-PLANTER AREAS. INSTALL MAINLINE WHENEVER POSSIBLE 18" FROM WALKS, CURBS AND WALLS.

4. REFER TO LI-0.1 & LI-0.2 FOR IRRIGATION DEMOLITION PLAN.

5. SAN GABRIEL VALLEY WATER COMPANY SHALL OBSERVE ALL

INSTALLATION FROM WATER METER TO BACKFLOW
PREVENTION ASSEMBLIES. NOTIFY AT LEAST 48 HOURSPRIOR. CONTACT: AUSTIN PONS / PHONE: 626-774-2272 / SGV WATER COMPANY.

LATERAL PIPE SIZING GUIDE
0 - 7 GPM - 3/4" 8 - 14 GPM - 1"
UNLESS NOTED OTHERWISE, SIZE LATERAL PIPE AS FOLLOWS:

A4

6.8 1"
A5

2.7 1"
A6
3 1"
BID ALTERNATE 1:

IRRIGATION IMPROVEMENTS WITHIN

DASHED LINE ARE A PART OF BID
ALTERNATE 1
BASE BID IN THIS AREA:

NO IRRIGATION IMPROVEMENTS
SHRUB
DRIP
SHRUB
DRIP
SHRUB
DRIP
1 P.O.C.
2 4

FM-AMV-A
1-1/2"
1"
POTABLE WATER METER SIZE:

BACKFLOW PREVENTION DEVICE:

WYE STRAINER:

PEAK DEMAND:

AVAILABLE WATER PRESSURE:

ESTIMATED LANDSCAPE AREA (SQ.FT):

ESTIMATED LANDSCAPE AREA (ACRE):
1-1/2"1-1/2"1-1/2"
7 GPM95 PSI5,1420.12
STATIONS:

STATIONS USED (NEW):

STATIONS USED (EXISTING):
3069
PEDESTAL MOUNT ASSEMBLY. REFER

TO GENERAL IRRIGATION NOTES AND
IRRIGATION LEGEND ON SHEET LI-2.0

FOR ADDITIONAL CONTROLLER
INFORMATION AND MODEL NUMBERS.
'(3$570(172)38%/,&:25.6

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ZZZNWXDFRP
7/19/2024

CI L 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
RHC SI OT PHER L . LANGDON 49 15
Renewal Date
Date
Signature
02/28/2025
100% CONSTRUCTION DOCUMENTS DATE: 07/19/2024
A
2 6.8

0.02 6.8
NOTE: CONTRACTOR SHALL REVIEW

AND PROVIDE SPLIT CYCLING FOR

TREE IRRIGATION TO REDUCE
RUNOFF.

A2

2.0 1"
A1

4.6 1"
TREE

BUBBLER
SHRUB
DRIP
A3

4.97 1"
SHRUB

ROTATOR
EXIST 2" IRR
EXIST 2" IRR
1-1/2"
1-1/2"
1" HORSE DRINKING POST

ACCESSIBLE DRINKING FOUNTAIN
4 1-1/2"
1-1/2"
1-1/2"
EXIST 2" IRR
2"
2"
NOTE: LOCATE WATER LINES ACCORDING TO SHEET NOTE 2
AND AS DIRECTED BY CITY REPRESENTATIVE. CONTRACTOR

TO LOCATE BACKFLOW DEVICE AND SHUTOFF VALVE
UPSTREAM OF HORSE WATERING POLE. COORDINATE
PLACEMENT WITH CITY REPRESENTATIVE. PLACEMENT

SHALL NOT BE LOCATED WITHIN DECOMPOSED GRANITE
AREAS. ENSURE ACCESS TO CONTROLLER AND BACKFLOW
PREVENTER. PLACEMENT SHALL BE SCREENED FROM VIEW
AS MUCH AS POSSIBLE.

P.O.C.
3 1"
1"
3/4"
3/4"
3/4"
1-1/2"

NO PROPOSED IRRIGATION BEYOND THIS POINT
6

LANDSCAPE IRRIGATION LEGEND, CALCULATIONS AND NOTES

IRRIGATION SCHEDULE

SYMBOL DESCRIPTION MANUFACTURER / MODEL REMARKS DETAIL / SHEET

IRRIGATION

CONTROLLER
HUNTER 12C-800-PL (8 STATION BASE)

CONVENTIONAL WIRE CONTROLLER WITH
ICM-2200 (22 STATION) EXPANSION MODULE
(FOR 30 STATIONS TOTAL) WITH ICC-PED-SS

STAINLESS STEEL PEDESTAL ENCLOSURE

ASSEMBLY, WITH SOLAR-SYNC-SEN WEATHER

SENSOR AND WS-GUARD SENSOR ENCLOSURE

CONNECT EXISTING

IRRIGATION SYSTEM WIRE

AND NEW IRRIGATION

SYSTEM WIRE TO NEW
CONTROLLER. SWITCH OUT

EXISTING VALVE

SOLENOIDS WITH AC

SOLENOIDS, SEE PLAN
A / LI-3.0

IRRIGATION BACKFLOW

PREVENTION ASSEMBLY
FEBCO LF825YA, 1-1/2" BRONZE REDUCED

PRESSURE BACKFLOW PREVENTION
ASSEMBLY WITH WILKINS YS WYE STRAINERAND #500XL-HLR (10-125 PSI) PRESSURE REGULATING VALVE. INSTALL BACKFLOWPREVENTER IN STRONG BOX SBBC-22SS

STAINLESS STEEL ENCLOSURE

APPROXIMATE LOCATION
SHOWN, FIELD VERIFY.

INSTALL YS IMMEDIATELY

DOWNSTREAM OF
BACKFLOW PREVENTER.

A / LI-6.0

DOMESTIC BACKFLOWPREVENTION ASSEMBLY
(2 PER PLANS)
FEBCO LF825YA, 3/4" BRONZE REDUCED

PRESSURE BACKFLOW PREVENTION
ASSEMBLY WITH WILKINS YS WYE STRAINERAND AND #500XL-HLR (10-125 PSI) PRESSURE REGULATING VALVE. INSTALL EACH BACKFLOWPREVENTER IN STRONG BOX SBBC-22SS STAINLESS STEEL ENCLOSURE.

APPROXIMATE LOCATION
SHOWN, FIELD VERIFY.

INSTALL YS IMMEDIATELY

DOWNSTREAM OF
BACKFLOW PREVENTER.

B / LI-6.0

EXISTING WATER METER APPROXIMATE LOCATION SHOWN, FIELD VERIFY - IRRIGATION SUB METER NEPTUNE T-10, 1-1/2" APPROXIMATE LOCATION SHOWN, FIELD VERIFY F / LI-3.0 MASTER VALVE SUPERIOR 3300-RW, NORMALLY OPEN, 1-1/2" SIZE (0 - 100 GPM) APPROXIMATE LOCATION SHOWN, FIELD VERIFY D / LI-3.0 FLOW METER HUNTER HFS, 1" (2-17 GPM) APPROXIMATE LOCATION SHOWN, FIELD VERIFY E / LI-3.0

MAINLINE ISOLATION

GATE VALVE
NIBCO T-113-K THREADED CROSS HANDLE
(MAINLINE SIZE)

APPROXIMATE LOCATION
SHOWN, FIELD VERIFY C / LI-3.0

MANIFOLD ISOLATION

GATE VALVE
NIBCO T-113-K THREADED CROSS HANDLE (SIZE

EQUAL TO LARGEST CONTROL VALVE)

APPROXIMATE LOCATION
SHOWN, FIELD VERIFY C / LI-3.0

ELECTRIC REMOTE
CONTROL VALVE HUNTER IBV, 1" APPROXIMATE LOCATION SHOWN, FIELD VERIFY D / LI-4.0

DRIP ELECTRIC

CONTROL VALVE

ASSEMBLY
RAINBIRD XCZ-100-PRB-LC, 1"
40 PSI OPERATION

APPROXIMATE LOCATION
SHOWN, FIELD VERIFY B / LI-4.0
MANUAL FLUSH VALVE SPEARS 2622 PVC WHITE BALL VALVE WITH VALVE ASSEMBLY COMPONENTS PROVIDE FOR EACH DRIP ZONE D / LI-5.0

AIR VACUUM RELIEFVALVE
RAINBIRD ARV050, 1
2" AIR VACUUM RELIEF
VALVE

PROVIDE FOR EACH DRIP

ZONE, INSTALL AT HIGHEST

ELEVATION POINT IN DRIP
ZONE
E / LI-5.0

DRIP OPERATION
INDICATOR HUNTER ECO-IND-12, 12" POP-UP APPROXIMATE LOCATION SHOWN, FIELD VERIFY F / LI-5.0 SUBSURFACE DRIP LINE NETAFIM TLCVXR6-18XX, 40 PSI OPERATION.

0.6 GPH / 18" EMITTERSPACING. DRIPLINE
LATERALS SPACED AT 18"

APART, WITH EMITTERS

OFFSET FOR TRIANGULAR

PATTERN, WITH NETAFIMFITTINGS
B, C / LI-5.0

TREE BUBBLER

ASSEMBLY
RAINBIRD RWS-M-B-C-1401. 18" ROOT

WATERING SYSTEM WITH RWS-SOCK AND
SPIRAL BARB ELBOW W/ 1/2" M NPT INLET.30 PSI, PRESSURE COMPENSATING (2) BUBBLERS PER TREE
SYMBOL. 0.25 GPM PER

BUBBLER
D / LI-6.0
QUICK COUPLING VALVE RAINBIRD 33DLRC, LOCKING KEY COVER, 33DK KEY APPROXIMATE LOCATION SHOWN, FIELD VERIFY B / LI-3.0 LATERAL LINE PVC SCHEDULE 40 WITH PVC SCHEDULE 40 FITTINGS (SIZE PER PLAN) 1" SIZE & ABOVE ARE
INDICATED ON THE PLANS.

LINE ENDS ARE 3/4" IN SIZE

UNLESS OTHERWISENOTED
A, C / LI-4.0
IRRIGATION MAINLINE PVC SCHEDULE 40 WITH PVC SCHEDULE 80 FITTINGS (3/4" - 1-1/2" SIZE) APPROXIMATE LOCATION SHOWN, FIELD VERIFY EXACT LOCATION A, C / LI-4.0

DOMESTIC MAIN LINE TYPE K COPPER PIPE, SIZE PER PLAN

APPROXIMATE LOCATION

SHOWN, FIELD VERIFY

EXACT LOCATION
A, C / LI-4.0
PIPE SLEEVE PVC SCHEDULE 40
MIN. 2" SIZE, MIN. TWICE

THE DIAMETER OF PIPE

SLEEVED
A, C / LI-4.0
WIRE CONDUIT PVC SCHEDULE 40 (GRAY) MINIMUM 2X DIAMETER OF WIRE BUNDLE A, C / LI-4.0

DRIP TO PVC LINE

TRANSITION FITTINGS
PVC SCH 40 ELL, LINE SIZE SLIP X 1
2" FIPT AND 1
2"

BARBED MALE ADAPTER

INSTALL PER IRRIGATION
DETAILS B, C / LI-5.0
12" POP-UP STREAM

ROTATOR HEAD
HUNTER PROS-12-PRS40-CV WITH MP2000
ADJUSTABLE ROTATOR NOZZLE.

INSTALL PER IRRIGATION
DETAILS C / LI-6.0
1-1/2"
A
1"

1. THESE SYSTEMS ARE DESIGNED ACCORDING TO AN EXISTING STATIC WATER PRESSURE OF 95 PSI AVAILABLE AT THE BACKFLOW IRRIGATION PREVENTER. A MINIMUM OF 40 PSI IS REQUIRED AT IRRIGATION SYSTEM HEADS. ENSURE ALL LANDSCAPED AREAS AFFECTED BY THIS CONSTRUCTION RECEIVE COMPLETE IRRIGATION COVERAGE.

2. VERIFY THE EXACT LOCATION AND THE EXISTING AVAILABLE WATER PRESSURE AT POINT OF

CONNECTION PRIOR TO ORDERING ANY IRRIGATION MATERIALS AND PROCEEDING WITH INSTALLING IRRIGATION SYSTEM. IF THE CONTRACTOR FAILS TO NOTIFY THE LANDSCAPE ARCHITECT SHOULD

THE EXISTING AVAILABLE WATER PRESSURE FOUND BE DIFFERENT, CONTRACTOR SHALL BE RESPONSIBLE FOR ANY CHANGES AND ADDITIONS THAT MAY OCCUR TO THE SYSTEMS.

3. IRRIGATION MAINLINE, WIRE, VALVES AND CONTROLLERS WHICH SERVE AREAS OUTSIDE OF THE PROJECT SITE SHALL REMAIN OPERATIONAL.

4. PROTECT IRRIGATION SYSTEMS TO REMAIN AND MAKE ANY ADJUSTMENTS NECESSARY AND AS DIRECTED ON PLANS FOR COMPLETE IRRIGATION COVERAGE. ANY DAMAGE TO EXISTING

LANDSCAPE OR IRRIGATION CAUSED BY OPERATIONS OF CONTRACTOR SHALL BE REPAIRED TO ORIGINAL CONDITION AT CONTRACTOR'S EXPENSE.

5. PRIOR TO ANY TRENCHING OR DIGGING IN AREAS WHERE EXISTING TREES ARE TO REMAIN, REFER

TO SURVEY FOR TREE LOCATIONS

6. EXERCISE CARE WHEN TRENCHING AROUND EXISTING LANDSCAPE AND PROTECT EXISTING LANDSCAPE DURING ALL PHASES OF WORK. WHEN ENCOUNTERED, HAND TRENCH AROUND EXISTING PLANT/ TREE ROOTS OVER 2" IN DIAMETER. ALL DISTURBED AREAS SHALL MATCH APPEARANCE OF ADJACENT AREAS AT END OF WORK.

7. PRIOR TO ANY CONSTRUCTION, CONTACT AND COORDINATE WORK WITH CITY'S REPRESENTATIVE

TO VERIFY THE LOCATIONS OF ALL EXISTING IRRIGATION EQUIPMENT SUCH AS HEADS, VALVES,

VALVE BOXES, CONTROLLERS AND REMOTE CONTROL WIRING THAT MAY FALL ADJACENT TO, AND WITHIN THE LIMIT OF NEW CONSTRUCTION.

8. ASCERTAIN THE EXTENT OF ANY SIMULTANEOUS AND ESSENTIAL WORK BY OTHERS ON THE SITE.

CONTRACTORS SHALL COORDINATE THEIR OPERATIONS AND SHALL COOPERATE TO MINIMIZE INTERFERENCE.

9. CORRELATE AND CONFIRM DIMENSIONS AT THE JOB SITE, PRIOR TO START OF ANY WORK.

10. ALL NEW CONTROLLER STATION TERMINALS SHALL HAVE CONVENTIONAL WIRE CONNECTED TO THEM, WITH ALL STATION WIRES RUN OUT TO THE FIELD. COORDINATE ALL WIRE STUBOUTS WITH CITY'S REPRESENTATIVE PRIOR TO INSTALLING.

11. IRRIGATION MAINLINE, SPRINKLERS AND EQUIPMENT ARE SHOWN DIAGRAMMATICALLY. MAINLINE AND VALVES SHALL NOT BE PLACED IN PAVED AREAS. INSTALL MAINLINE WHENEVER POSSIBLE 18" FROM WALKS, CURBS AND WALLS.

12. VERIFY EXACT LOCATION OF ALL UNDERGROUND UTILITIES, STRUCTURES, EXISTING IRRIGATION

VALVES, MAINLINE, CONTROL WIRES, LATERAL LINE AND SPRINKLER HEADS IN WORK AREA PRIOR TO START OF CONSTRUCTION. IF A CONFLICT EXISTS BETWEEN SUCH OBSTACLES AND THE PROPOSED

WORK, CONTRACTOR SHALL PROMPTLY NOTIFY LANDSCAPE ARCHITECT TO ARRANGE FOR RELOCATIONS IF REQUIRED WITHIN WORK AREA PRIOR TO START OF CONSTRUCTION.

13. VERIFY SITE FOR LOCATION OF ELECTRICAL SOURCE AND HAVE ELECTRICAL CONTRACTOR PROVIDE POWER SERVICE TO CONTROLLER.

14. INSTALL QUICK COUPLING VALVES AND REMOTE CONTROL VALVES ADJACENT TO WALKS AND CURBS (12" MAX. FROM SUCH EDGES) IN PLANTING AREAS WHENEVER POSSIBLE.

15. ALL LATERAL END RUNS ARE 3/4" SIZE UNLESS INDICATED OTHERWISE.16. ALL IRRIGATION LINES PASSING UNDER PAVING, THROUGH WALLS, STRUCTURES, ETC. SHALL BE SLEEVED WITH PVC SCH 40 BELL-END PIPE. SLEEVE SHALL BE 2 TIMES THE DIAMETER OF PIPE TO BESLEEVED, MINIMUM.

17. CONTROL WIRES PASSING UNDER PAVING, THROUGH WALLS, STRUCTURES, ETC. SHALL BE INSTALLED IN PVC SCH 40 BELL-END PIPE SLEEVES (USE SWEEPS WHERE POSSIBLE) AT LEAST 2 TIMES THE DIAMETER OF WIRE BUNDLE (2" SIZE MINIMUM); KEEP SEPARATE FROM WATER LINE SLEEVES INDICATED ON PLANS.

18. NO LOW HEAD DRAINAGE IS ALLOWED. WHERE LOW HEAD DRAINAGE OCCURS THE CONTRACTOR SHALL INSTALL AN ANTI-DRAIN VALVE UNDER EACH SPRINKLER HEAD. THE ANTI-DRAIN VALVE WILL BE THE SAME DIAMETER SIZE AS THE RISER AND SHALL BE INTEGRATED INTO THE RISER ASSEMBLY.

VALVE SHALL BE "HUNTER HCV", OR APPROVED EQUAL. IN THE CASE OF HEADS WITH BUILT-IN ANTI-DRAIN VALVES, THE MANUFACTURER'S INTEGRATED CHECK VALVE SHALL BE USED. SPRINGAND SWING CHECK VALVES SHALL BE INSTALLED IN LATERAL LINES, WHERE REQUIRED, WHERE

EXTERNAL CHECK VALVES AT SPRINKLER HEADS AND POINT SOURCE EMITTERS CANNOT HOLD BACK LOW HEAD DRAINAGE (SEE ALSO IRRIGATION EQUIPMENT LEGEND). CONTRACTOR SHALL PROVIDE CHECK VALVES AT NO ADDITIONAL COST TO THE OWNER.

19. ALL PLANTINGS SHALL BE FULLY WATERED IN UPON PLANTING. DO NOT RELY SOLELY UPON THE IRRIGATION SYSTEM. UTILIZE SUPPLEMENTAL HOSE WATERING AS REQUIRED, INITIALLY AND DURING

THE PLANT ESTABLISHMENT PERIOD, TO ENSURE ALL PLANTINGS RECEIVE ADEQUATE AND REGULAR WATER TO THE ENTIRE ROOT ZONE.

20. SAN GABRIEL VALLEY WATER COMPANY SHALL OBSERVE ALL INSTALLATION FROM WATER METER TO BACKFLOW PREVENTION ASSEMBLIES. NOTIFY AT LEAST 48 HOURS PRIOR. CONTACT: AUSTIN PONS / PHONE: 626-774-2272 / SGV WATER COMPANY.

1. NEW IRRIGATION SYSTEM IS DESIGNED TO REPLACE EXISTING IRRIGATION SYSTEMS WITHIN CONSTRUCTION AREA, WHILE KEEPING EXISTING SYSTEMS-T0-REMAIN FUNCTIONING WITH WATERSUPPLY AND AUTOMATIC CONTROL.

2. DEMOLITION OF EXISTING IRRIGATION WITHIN CONSTRUCTION AREA WILL BE LIMITED TO SPRINKLER HEADS, LATERAL LINES, BOXES AND VALVES NOT AFFECTING EXISTINGSYSTEMS-TO-REMAIN OUTSIDE OF CONSTRUCTION AREA. PROTECT AND/OR RELOCATE EXISTING

MAINLINE, WIRES, BOXES AND VALVES INSIDE CONSTRUCTION AREA AFFECTING EXISTING SYSTEMS-TO-REMAIN, AND AS AFFECTS NEW IRRIGATION.

3. LOCATIONS AND INDICATIONS OF EXISTING IRRIGATION FACILITIES ON DRAWINGS ARE

APPROXIMATE AND ARE BASED ON RECORD INFORMATION PROVIDED TO THE ENGINEER BY CITY'S REPRESENTATIVE. IRRIGATION FACILITIES MAY VARY FROM LOCATIONS SHOWN. ENGINEER MAKESNO CLAIM AS TO THE ACCURACY OF UNDERGROUND CONDITIONS. FOR ANY USE OF THESEDRAWINGS, EXISTING CONDITIONS MUST BE VERIFIED IN THE FIELD.

4. PRIOR TO BEGINNING OF ANY WORK, INSPECT THE PROJECT AREA WITH THE CITY'S

REPRESENTATIVE TO DETERMINE WHICH EXISTING IRRIGATION FACILITIES ARE AFFECTED BY CONSTRUCTION OF SITE IMPROVEMENTS. COORDINATE WITH CITY'S REPRESENTATIVE AND

POTHOLE TO VERIFY EXACT LOCATION OF CONNECTION POINTS AND/OR CUT AND CAP LOCATIONS,

5. TAKE APPROPRIATE ACTION PRIOR TO GRADING/CONSTRUCTION, TO ENSURE THAT EXISTING

PRESSURIZED WATER LINES, LATERAL LINES AND IRRIGATION CONTROL WIRES ARE PROPERLYDISCONNECTED, RELOCATED, TEMPORARILY HIGHLINED, AND/OR CAPPED TO PREVENT WATER SPILLAGE OR POTENTIAL HAZARDS.

6. HAVE A QUALIFIED PERSON ON SITE DURING THE GRADING/CONSTRUCTION OPERATION TO DISCONNECT AND CAP EXISTING IRRIGATION FACILITIES.

7. OBTAIN APPROVAL FROM THE CITY'S REPRESENTATIVE FOR PROTECTION OF, AND RELOCATION OF EXISTING FACILITIES PRIOR TO CONSTRUCTION.

8. VERIFY EXACT LOCATIONS AND STAKE ALL DISCONNECTED, CAPPED OR RELOCATED FACILITIES IN THE FIELD AFTER GRADING /CONSTRUCTION HAS BEEN COMPLETED.

9. AT ALL TIMES, ENSURE THAT EXISTING IRRIGATION FACILITIES WHICH REMAIN AFTER GRADING,

REMAIN OPERATIONAL AND ADJOINING UNDISTURBED AREAS RECEIVE ADEQUATE AND REGULAR IRRIGATION.

10. PROVIDE TEMPORARY HIGHLINED MAINLINE AND/OR HAND IRRIGATE ALL EXISTING LANDSCAPED

AREAS WHICH CANNOT BE IRRIGATED BY EXISTING FACILITIES AFFECTED BY THE IMPROVEMENTS UNTIL IRRIGATION SYSTEMS ARE RESTORED.

11. REGULAR WATERING OF EXISTING LANDSCAPED AREAS SHALL OCCUR THROUGHOUT THE CONSTRUCTION PROCESS. NOTIFY CITY'S REPRESENTATIVE WELL IN ADVANCE AND COORDINATE

WORK SUCH THAT WATER SERVICE IS ONLY DISRUPTED FOR THE BRIEF MOMENT REQUIRED TO MAKE CONNECTIONS TO EXISTING MAINLINES.

12. AFTER EXISTING IRRIGATION SYSTEM REPAIRS ARE COMPLETE, CONTRACTOR SHALL CONDUCT A

COVERAGE TEST IN THE PRESENCE OF THE CITY'S REPRESENTATIVE AND THE LANDSCAPE ARCHITECT FOR FINAL APPROVAL.

Valve Number
Valve Flow
A1
Controller Designation
(Mfr.) Minimum Valve Flow

REMOTE CONTROL VALVE MASTER VALVE
(New) Maximum Valve Flow
(APPROX. GPM)
(GPM)(APPROX. GPM) 4.6
PLANT TYPEIRRIG. TYPE
Valve Size
MV-A
Master Valve I.D.
1-1/2"
Master Valve Size
(Mfr.) Min. Meter Flow
(GPM)
(New) Maximum Meter Flow
(APPROX. GPM)
FM-A
Flow Meter I.D.

Flow Meter Size
1"

EQUIPMENT CALLOUTS

FLOW METER

REPAIR AND REPLACE IRRIGATION NOTES GENERAL IRRIGATION NOTES SM

2.06.8 0.026.8
'(3$570(172)38%/,&:25.6

RIO HONDO RIVER ACCESS IMPROVEMENT PLAN

1RUPDO6WUHHW
6DQ'LHJR&$




ZZZNWXDFRP
7/19/2024

I L E C 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
RHC SI OT PHER L . LANGDON 49 15
Renewal Date
Date
Signature
02/28/2025
100% CONSTRUCTION DOCUMENTS DATE: 07/19/2024 1"
WM

WATER USE CALCULATIONS

A AUTOMATIC IRRIGATION CONTROLLER
SECTION SCALE: NTS

ISOLATION / MANIFOLD SHUT-OFF VALVE
NOTE:1. USE TEFLON TAPE ON ALL THREADED
CONNECTIONS.

LEGEND
VALVE BOX, SEE SPECS. (DO NOT CUTADDITIONAL HOLES IN BOX) ISOLATION BALL VALVE. REFER TO
LEGEND

FINISH GRADE OF MULCH
BACKFILL MATERIALPVC SCH 80 MALE ADAPTER, MIPT X

SLIP, LINE/VALVE SIZE
FILTER FABRIC (MIRAFI #140N). WRAP 1
LAYER AROUND BOX, COVERING HOLESPRESSURE SUPPLY. LENGTH ASREQUIRED. REFER TO LEGEND FOR CLASS
PVC SCH 80, 45 DEGREE ELL'S. (4)REQUIRED
GRAVEL BASE AND SUMP. (COMPACTGRAVEL FOR BOX BASE, DO NOT USE

BLOCKS OR BRICKS, FILL GRAVEL TOBOTTOM OF VALVE)
123456789

SEE TRENCHING DETAILS AND

SPECIFICATIONS FOR PRESSURE
SUPPLY LINE DEPTH.

FLUSH WITH FINISH

GRADE OF MULCH
2" MINIMUM
3" MAXIMUM
34567
89 12
C

D MASTER VALVE E FLOW METER
LEGEND
WATERPROOF WIRE CONNECTORVALVE I.D. TAG. (THREAD NYLON TIE THROUGH

HOLE IN TAG)
CONTROL WIRE W/ 24" COILED EXPANSION

LOOPRECTANGULAR VALVE BOX WITH LID, SEE

SPECIFICATIONS (DO NOT CUT ADDITIONAL

HOLES IN BOX)
MASTER VALVE. REFER TO LEGEND
FINISH GRADE OF MULCHFILTER FABRIC (MIRAFI #140N). WRAP 1 LAYER

AROUND BOX, COVERING HOLES

BACKFILL MATERIAL
PVC SCH 80 SINGLE UNION, MIPT X FIPT MODELPVC SCH 80 MALE ADAPTER, 2 REQUIRED.PRESSURE SUPPLY LINE TO FLOW SENSOR GRAVEL BASE AND SUMP. (COMPACT GRAVEL

FOR BOX BASE, DO NOT USE BLOCKS OR
BRICKS, FILL GRAVEL TO BOTTOM OF VALVE.
1234567
89 101112
NOTE:1. USE TEFLON TAPE

ON ALL THREADED
CONNECTIONS.

SEE TRENCHING DETAILS AND

SPECIFICATIONS FOR PRESSURE

SUPPLY LINE DEPTH

FLUSH WITH

FINISH GRADE

OF MULCH
15 1314
3"
45 6789
101112
123
SECTION SCALE: NTS
SECTION SCALE: NTS SECTION SCALE: NTS
6" MIN.
3 12
9 UPSTREAM LENGTH TO BE 10

TIMES THE DIAMETER OF THE
FLOW METER COVER MIN.

LEGEND
CONTROL WIRE WITH 24" COILED EXPANSION LOOP

WATERPROOF WIRE CONNECTOR
10" DIA. ROUND VALVE BOX WITH LID, SEE SPECIFICATIONS (DO NOT CUT ADDITIONAL HOLES IN BOX) FINISH GRADE OF MULCHFILTER FABRIC (MIRAFI #140N). WRAP 1 LAYER

AROUND BOX, COVERING HOLES

BACKFILL MATERIAL
VALVE I.D. TAG. (THREAD NYLON TIE THROUGH HOLE

IN TAG)
FLOW METER (BRASS). REFER TO LEGENDPVC SCH 80, 45 DEGREE ELL'S. (2) REQ'D 1 234567
89 1213
5678
11 4
10 FLUSH WITH
FINISH

GRADE OF
MULCH

SEE TRENCHING DETAILS AND SPECIFICATIONS FOR
PRESSURE SUPPLY LINE DEPTH OF COVER.

GRAVEL BASE AND SUMP (COMPACT GRAVEL FOR BOX

BASE, DO NOT USE BLOCKS OR BRICKS, FILL GRAVEL

TO BOTTOM OF SENSOR
PRESSURE SUPPLY LINE FROM MASTER VALVE. SIZE ASNOTED ABOVE 11 4" PVC SCH 40 GREY CONDUIT (WITH SWEEP) FOR
FLOW SENSOR WIRES, TO CONTROLLER. END OF
SWEEP MIN. 4" ABOVE TOP OF GRAVEL SUMP.

DOWNSTREAM LENGTH TO
BE 5 TIMES THE DIAMETER
OF THE FLOW METER MIN.
10111213

B QUICK COUPLER VALVE
NOTES:1. USE TEFLON TAPE ON ALL THREADED CONNECTIONS.

2. PROVIDE A MINIMUM 2 WRAPS OF BLACK ADHESIVE BACKED
PVC TAPE, WITH 1
4" OVERLAP, TO ALL METAL PIPE AND FITTINGS
EXPOSED TO CONCRETE.

LEGEND
VALVE BOX, SEE SPECS. (DO NOT CUT

ADDITIONAL HOLES IN BOX)
QUICK COUPLING VALVE. REFER TO
LEGEND

FINISH GRADE OF MULCH

BACKFILL MATERIAL
THREADED BRASS PIPE RISER. LENGTH

AS REQUIRED
FILTER FABRIC (MIRAFI #140N). WRAP 1

LAYER AROUND BOX, COVERING HOLES
GRAVEL BASE AND SUMP. (COMPACTGRAVEL FOR BOX BASE, DO NOT USE BLOCKS OR BRICKS, FILL GRAVEL TOBOTTOM OF VALVEBRASS 90 DEGREE ELL.

CONCRETE THRUST BLOCK.
1 CU.FT MINIMUM
BRASS COUPLING WITH PVC SCH 80MALE ADAPTER. SLIP X FIPT THREADED BRASS NIPPLE. LENGTH AS

REQUIREDPVC SUPPLY LINE
123456789
101112

FLUSH WITH FINISH

GRADE OF MULCH
2" MIN.
34567
89 12
1011
12 SECTION SCALE: NTS
'(3$570(172)38%/,&:25.6

RIO HONDO RIVER ACCESS IMPROVEMENT PLAN

1RUPDO6WUHHW
6DQ'LHJR&$




ZZZNWXDFRP
7/19/2024

I L E C 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
RHC SI OT PHER L . LANGDON 49 15
Renewal Date
Date
Signature
02/28/2025
100% CONSTRUCTION DOCUMENTS DATE: 07/19/2024
LEGEND
CONTROLLER WITH PEDESTAL. REFER

TO LEGEND

GROUNDING ROD / KIT PER

MANUFACTURER'S SPECIFICATIONSMOUNTING FRAME AND TEMPLATE

INSTALLED PER MANUFACTURER'S
DETAILS. APPLY SILICONE SEALANT

BETWEEN CONCRETE BASE, FRAME

AND ENCLOSURE
SPARE 1" PVC SCH 40 GRAY CONDUIT
2" PVC SCH 40 GRAY CONDUIT FOR

CONTROL WIRES

POURED CONCRETE BASE, MINIMUM
12" THICK. TOOL FINISHED SURFACE

GRAVEL SUMP
1" PVC SCH 40 GRAY CONDUIT FOR
POWER SOURCE. EXTEND TO

JUNCTION BOX
WEATHER SENSOR IN ENCLOSURE.
123456789
1 " TYP. 4
6" FROM EACH

SIDE, FRONT AND

BACK OF THE

ENCLOSURE
1 2345
67 8
NOTES:

A. REFER TO CONTROLLER MANUFACTURER'S SPECIFICATIONS
FOR REQUIREMENTS.

B. INSTALL SENSOR EQUIPMENT PER MANUFACTURER'S
INSTRUCTIONS. WATERPROOF MOUNTING PENETRATIONS WITH
PERMANENT SEALANT.

C. PROVIDE SUFFICIENT ACCESS TO, AND CLEARANCE AROUND
CONTROLLER.

D. 120 VAC CONNECTION PER NATIONAL AND LOCAL ELECTRIC
CODES.
9 1%
SLOPE
PVC SCH 80 45 DEGREE ELL'S. (2) REQUIRED.PRESSURE SUPPLY LINE. SEE PLAN FOR SIZE. 11 4" PVC SCH 40 GREY CONDUIT (WITH SWEEP)

FOR MASTER VALVE AND FLOW SENSOR WIRES,
TO CONTROLLER (END OF SWEEPS TO BE MIN. 4"
PAST TOP OF GRAVEL SUMP).
131415

F LANDSCAPE SUB-METER ASSEMBLY
SECTION SCALE: NTS

LANDSCAPE IRRIGATION DETAILS
NOTE:

USE TEFLON TAPE ON ALL THREADED CONNECTIONS.

FLUSH WITH MULCH

FINISH GRADE
45 321 6
78 9
10 LEGEND
METER IN CENTER OF BOXBRASS COUPLINGPVC SCH 80 COUPLINGFILTER FABRIC, WRAP 1 LAYER AROUND BOX

COVERING HOLES

PVC PIPE TO SYSTEM (SEE PLANS AND LEGEND)FINISH GRADE

COMPACTED BACKFILL MATERIAL
RECTANGULAR VALVE BOX. SEE SPECS. (DO NOT

CUR ADDITIONAL HOLES IN BOX)

PVC SUPPLY LINE FROM BALL VALVE

GRAVEL BASE AND SUMP (COMPACT GRAVEL FOR
BOX BASE. DO NOT USE BLOCKS OR BRICKS. FILL

GRAVE TO BOTTOM OF METER
123456
789
10

LANDSCAPE IRRIGATION DETAILS
B
PVC SCH 80 MALE ADAPTER, 2REQUIRED.
1" BALL VALVE

FILTER PER LEGEND
PRESSURE REGULATORPVC SCH 80 SINGLE UNION, MIPT X FIPTMODELNON-PRESSURE LATERAL LINE, SEEPLAN FOR SIZEMIN. 11 4" SIZE PVC SCH 40 GRAY

CONDUIT (WITH SWEEP) FOR CONTROL

WIRES, TO CONTROLLER (END OF
SWEEPS TO BE MIN. 4" PAST TOP OF
GRAVEL SUMP).
11121314151617
LEGEND
VALVE I.D. TAG. (THREAD NYLON TIE

THROUGH HOLE IN TAG)

RECTANGULAR JUMBO VALVE BOX WITHLID, SEE SPECIFICATIONS (DO NOT CUT

ADDITIONAL HOLES IN BOX)

DRIP CONTROL VALVE PER IRRIGATION

SCHEDULE, SEE PLAN FOR SIZE
FINISH GRADE OF MULCHFILTER FABRIC (MIRAFI #140N). WRAP 1LAYER AROUND BOX, COVERING HOLESBACKFILL MATERIAL

WATERPROOF WIRE CONNECTOR
CONTROL WIRE W/ 24" COILED EXPANSION

LOOPPRESSURE SUPPLY LINE FROM MANIFOLD
GRAVEL BASE AND SUMP. (COMPACTGRAVEL FOR BOX BASE, DO NOT USE BLOCKS OR BRICKS, FILL GRAVEL TOBOTTOM OF VALVE.
123456789
10 NOTE:

1. USE TEFLON TAPE ON ALL THREADED
CONNECTIONS.

FLUSH WITH FINISH

GRADE OF MULCH
1" MIN.
14 15
1611
456789
10 123
1112
13 17
17 DRIP REMOTE CONTROL VALVE ASSEMBLY
SCALE: NTS SECTION

A TRENCH IN LANDSCAPE
SECTION SCALE: NTS

C TRENCH IN HARDSCAPE
SECTION SCALE: NTS
LEGEND

FINISH GRADE
BACKFILL MATERIAL. FREE FROM ALL

ROCK AND DEBRIS GREATER THAN ONE
INCH
NON-PRESSURE LATERAL LINE FORRISERS, AND POP-UPS 6" OR LESS. SEE

LEGEND FOR CLASS, REFER TO PLAN
FOR SIZENON-PRESSURE LATERAL LINE FOR 12"POP-UP HEADS. SEE LEGEND FOR

CLASS, REFER TO PLAN FOR SIZE
3" DETECTABLE MARKING TAPE.

CHRISTY'S TA-DT-P OR EQUAL. EACH

WATERLINE TYPE DESIGNATION SHALL

BE WITH IT'S OWN SPECIFIC WARNING

TAPE AND LETTERING

CORRESPONDING TO ITS USECLEAN BACKFILL MATERIAL WITH NO ROCKS. 6" ABOVE AND 6" BELOWPRESSURE SUPPLY LINEPRESSURE SUPPLY LINE. SEE LEGENDFOR CLASS, REFER TO PLAN FOR SIZE CONDUIT FOR ALL IRRIGATIONCABLE/WIRES. SEE LEGEND FOR CLASS 12345678
12" FOR ALL LATERALS

OPERATING
HEADS 6" AND LESS
POP-UP HEIGHT.
1' 6" FOR ALL LATERALS OPERATING
12" POP-UP HEADS AND PRESSURE
SUPPLY LINE UP TO 2 1/2".
2' 0" FOR PRESSURE SUPPLY
LINES 3" AND GREATER
6" MINIMUM
BETWEEN ALL PIPES.
4" MINIMUM BETWEEN PIPE AND

CONTROL WIRE CONDUIT
4" MINIMUM FROM

SIDES OF TRENCH
12345678
6" MINIMUM
BETWEEN ALL PIPES.
4" MINIMUM BETWEEN

PIPE AND CONTROL

WIRE CONDUIT
3'-0"
4" MINIMUM FROM

SIDES OF TRENCH

FROM FINISH GRADEL TO TOP
OF PIPE SLEEVE FOR SUPPLY LINE.
2'-0""

FROM FINISH GRADE TO TOP
OF PIPE SLEEVE, FOR LATERALS.

LEGEND:

HARDSCAPE MATERIAL, REFER TO

LANDSCAPE CONSTRUCTION
DRAWINGS FOR TYPE.

BASE MATERIAL, AS APPLICABLE.

REFER TO LANDSCAPE CONSTRUCTIONDRAWINGS FOR TYPE.

BACKFILL MATERIAL. FREE FROM ALL

ROCK AND DEBRIS GREATER THAN ONE
INCH DIAMETER. REFER ALSO TO
DECOMPOSED GRANITE/ HARDSCAPEDETAILS.NON-PRESSURE LATERAL LINE IN PVC SCH 40 SLEEVE TWICE THE DIAMETER
OF THE LINE RUNNING THROUGH. ALL

LATERAL LINES SHALL BE AT THE SAME

DEPTH UNDER HARDSCAPE
3" DETECTABLE MARKING TAPE.

CHRISTY'S TA-DT-P OR EQUAL.
6" BELOW FINISH GRADE (AT 12"
MAXIMUM DEPTH.)
CONSTRUCTION GRADE SAND. 6"
ABOVE AND 6" BELOW PRESSURE

SUPPLY LINE
PRESSURE SUPPLY LINE IN PVC SCH 40

SLEEVE TWICE THE DIAMETER OF THE

LINE RUNNING THROUGH
CONDUIT FOR ALL IRRIGATIONCABLE/WIRES. SEE LEGEND FOR CLASS 12345678
12345678
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I L E C 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
RHC SI OT PHER L . LANGDON 49 15
Renewal Date
Date
Signature
02/28/2025
100% CONSTRUCTION DOCUMENTS DATE: 07/19/2024

D REMOTE CONTROL VALVE ASSEMBLY
SCALE: NTS
LEGEND
CONTROL WIRE IN CONDUIT SWEEPS W/ 24" COILED

EXPANSION LOOP

WATERPROOF WIRE CONNECTOR
VALVE I.D. TAG. (THREAD NYLON TIE THROUGH

HOLE IN TAG)RECTANGULAR VALVE BOX WITH LID, SEE

SPECIFICATIONS (DO NOT CUT ADDITIONAL HOLES

IN BOX)

CONTROL VALVE PER LEGEND, SEE PLAN FOR SIZE
FINISH GRADE OF MULCHFILTER FABRIC (MIRAFI #140N). WRAP 1 LAYER

AROUND BOX, COVERING HOLES

BACKFILL MATERIAL
PVC SCH 80 MALE ADAPTER, 2 REQUIRED.PRESSURE SUPPLY LINE FROM MANIFOLD GRAVEL BASE AND SUMP. (COMPACT GRAVEL FOR

BOX BASE, DO NOT USE BLOCKS OR BRICKS, FILL
GRAVEL TO BOTTOM OF VALVE.

PVC SCH 80 SINGLE UNION, MIPT X FIPT MODELNON-PRESSURE LATERAL LINE, SEE PLAN FOR SIZEMIN. 11 4" SIZE PVC SCH 40 GRAY CONDUIT (WITH

SWEEP) FOR CONTROL WIRES, TO CONTROLLER
(END OF SWEEPS TO BE MIN. 4" PAST TOP OF
GRAVEL SUMP).
123456789
1011121314
45 NOTE:1. USE TEFLON TAPE ON ALL THREADED CONNECTIONS. 678
123
3"
10 9
11 1213

SECTION

FLUSH WITH FINISH

GRADE OF MULCH
NOTE:

1. REFER ALSO TO PLAN FOR SPECIFIC INSTALLATION INSTRUCTIONS..

LANDSCAPE IRRIGATION DETAILS
A
ISOMETRIC SCALE: NTS

SUBSURFACE DRIPPERLINE

B DRIPLINE TUBING SPACING & LAYOUT
C
PLAN SCALE: NTS SECTION SCALE: NTS

WATERPROOF WIRE CONNECTOR
D
SECTION SCALE: NTS

DRIP OPERATION INDICATOR E DRIP AIR / VACUUM RELIEF VALVE F SECTION SCALE: NTS SECTION SCALE: NTS

MANUAL DRIP FLUSH VALVE
NOTE:1. THE 3M SCOTCHCAST CONNECTOR SEALING PACK 3570G-N

SHOULD REMAIN SEALED IN THE GUARD BAG (WHILE
ALUMINIZED BAG) UNTIL READY TO USE. IN COLD WEATHER,
WARM CLOSED MIXING POUCH TO 50°F OR WARMER PRIOR TO
MIXING. KEEP IN WARM AREA, SUCH AS TRUCK CAB OR INSIDEPOCKET, UNTIL READY TO USE. PER MANUFACTURER'S INSTRUCTIONS.

INSTALLATION STEPS

THOROUGHLY CLEAN AND DRY THE

SURFACE OF THE SUBSTRATE TO

WHICH THE MATERIAL IS DESIRED TO
BOND.REMOVE GUARD BAG, USING CAUTIONNOT TO DAMAGE INNER BAG.

GRIP BOTH EDGES OF BAG AT THE
CENTER BARRIER (FIGURE 1) AND

WRINKLE AND FLEX THE BAG ACROSS
THE BARRIER. THIS WILL WEAKEN THE
BARRIER.

SQUEEZE THE CLEAR SIDE OF THE

RESIN, FORCING THE RESIN THROUGH
THE CENTER BARRIER.

MIX THOROUGHLY TO A UNIFORM

COLOR BY SQUEEZING CONTENTS
BACK AND FORTH 25-30 TIMES.

SQUEEZE RESIN TO ONE END OF BAG
AND CUT OFF OTHER END. (FIGURE 2)

SLOWLY INSERT CONNECTION INTOSEALING PACK UNTIL IT FITS SNUGLY AGAINST THE OPPOSITE END. (FIGURE
3)

WRAP OPEN END OF BAG WITH
SCOTCH SUPER 33+ VINYL ELECTRICAL

TAPE AND POSITION THE TAPED END
UP UNTIL RESIN GELS (8-12 MIN. @
73°F). (FIGURE 4)
12345678
FIGURE 1FIGURE 2
FIGURE 3FIGURE 4
A
F
1 98
7 6
3 54
LEGEND:

DRIP END FLUSH VALVEPERIMETER TUBING 6" FROM EDGE OFHARDSCAPE. CENTER TUBING IN LONG

LINEAR PLANTING AREAS

AIR VACUUM RELIEF VALVE (PLUMBED

TO PVC PIPE AT HIGHEST ELEVATION IN

SYSTEM)

REMOTE CONTROL VALVE W/BALL

VALVE, DRIP FILTER & PRESET
PRESSURE REGULATORPVC SCH 40 NON-PRESSURE SUPPLY

LINE MANIFOLD
18" SPACING

DRIPLINE (STRICTLY PARALLEL AT ALL

TIMES, WITH DRIP OUTLETSTRIANGULATED)

BARBED TEE/ ELL (AS REQUIRED)

AREA PERIMETER
123456789
NOTES:1. THIS DETAIL IS INTENDED TO INDICATE GENERAL
COMPONENTS AND LAYOUT. DRIPLINES ARE TO OCCUR ON
EACH SIDE OF SUPPLY LINE MANIFOLD AS IF MIRRORED.

2. DRIP SYSTEM SHOWN ON PLAN CANNOT INDICATE ALL
FORESEEN OR UNFORESEEN OBSTACLES (BOULDERS,FIXTURES, ETC.). PROVIDE NECESSARY FITTINGS, TUBING,

AND PIPING AS REQUIRED TO PROVIDE COMPLETE WATER
COVERAGE FOR LANDSCAPE PLANTINGS.

3. USE TEFLON TAPE ON ALL THREADED CONNECTIONS.
2 SPACING AND DEPTH
18"
4" MINIMUM
6" MAXIMUM

MANIFOLD CONNECTIONS
4" MINIMUM
6" MAXIMUM 4"
5 3
1 74896
1011
12345
LEGEND:

PLANT MATERIAL PER PLANTING PLANFINISH GRADEEMITTER DRIPPERLINE. SEE LEGEND

AMENDED BACKFILL
PVC COATED TUBING STAPLE. SALCODTS-140-900, 9" LONG, OR EQUAL. 1 PEREVERY 3 FT DRIPLINE, AT EACH

CHANGE IN DIRECTION AND PUSHED

INTO ROOT BALL
EXISTING SUBGRADEPVC SCH 40 ELL, LINE SIZE SLIP X 1/2"FIPT 1/2" BARBED MALE ADAPTER
RISER FROM LATERAL DEPTH. LENGTH

AS REQUIRED
LATERAL LINE. REFER TO PLAN FOR
SIZE

EXHAUST HEADER WITH LINE SIZE SLIP
TEE
123456789
1011
NOTE:1. USE TEFLON TAPE ON ALL THREADED
CONNECTIONS. 6
LEGEND
18" MINIMUM LENGTH OF 1
2" SILICONE
HOSE

VALVE BOX, (DO NOT CUT ADDITIONAL

HOLES IN BOX)

FINISH GRADE OF MULCH

BACKFILL MATERIAL
FILTER FABRIC (MIRAFI #140N). WRAP 1
LAYER AROUND BOX, COVERING HOLESPVC SCH 40, 3 4" MIPT X 1 2" BARB HOSE

ADAPTER
PVC SCH 40, 3 4" FIPT X FIPT BALL VALVEPVC SCH 40, 3 4" THREADED NIPPLEPVC SCH 40, 45 DEGREE ELL

TERMINAL END OF NON-PRESSURE
LATERAL LINE, 3 4" SIZE, (USE BARBED

FITTINGS IF THIS OPTION)
GRAVEL BASE AND SUMP. (COMPACTGRAVEL FOR BOX BASE, DO NOT USE

BLOCKS OR BRICKS, FILL GRAVEL TOBOTTOM OF VALVE
123456789
1011
5 FINISH GRADE OF MULCH

FLUSH WITH
1 2
3 4
6789
10 11
NOTE:1. USE TEFLON TAPE ON ALL THREADED
CONNECTIONS.

NOTES:1. INSTALL VALVE AT HIGHEST POINT OF
SYSTEM.

2. USE TEFLON TAPE ON ALL THREADED
CONNECTIONS.

LEGEND

AIR VACUUM RELIEF VENT

VALVE BOX W/LOCKING LID (SEE

SPECIFICATIONS)

FLUSH WITH FINISH GRADE OF MULCH

SEE TRENCHING DETAILS FOR DEPTH
PVC SCH 80 THD'D RISER W/ ADAPTER
(LENGTH AS REQUIRED)

PLASTIC STRAP/TIE
#3 REBAR - 12" MIN. LONG
PVC SCH 40 ELL (SS)FILTER FABRIC (MIRAFI #140N) WRAP 1

LAYER AROUND BOX, COVERING HOLES
PEA GRAVEL SUMP (MIN. 1 CU FT)UNDISTURBED/ COMPACTED

SUBGRADE
PVC SCH 40 LATERAL LINE OR DRIPLINE
(USE BARBED FITTINGS IF THIS OPTION)
123456789
101112
2" MIN.
2 1 3
65 12
11 8 10
7 9
4 LEGEND

PAVEMENT OR EDGE OF PLANTED
AREA

POP-UP INDICATOR CAP ON POP-UPRISER

INSTALL POP-UP INDICATOR HEAD
1/2" ABOVE FINISHED GRADE IN

SHRUB AND GROUND COVER AREAS

AMENDED SOIL
HUNTER ECO-ID, 6" POP-UP HEADPRE-ASSEMBLED POLY, TRIPLE SWING JOINT, 1/2" LAY LENGTH,
HUNTER, MODEL #SJ512, OR

APPROVED EQUAL

DRIP SYSTEM EXHAUST HEADER, PVCLATERAL LINE PIPE, TYPE AND SIZE

AS SHOWN ON LEGEND
SCH 40 PVC SxSxT TEE FITTING,
LATERAL X LATERAL X 1/2" SIZE WITHFIPT THREADS (TWO TOTAL ATLOCATION)DRIP LATERAL CONNECTION, PVC SCH 40 PIPE AND PVC SCH 40 TEE
(SxSxS) OR ELL (SxS) FITTING

SUBSURFACE DRIP TUBING, DEPTH

AS SHOWN ON LEGEND AND DETAIL

EXHAUST HEADER SHALL BE
INSTALLED 10" MIN. BELOW FINSHED

SOIL GRADE, TYPICAL
123456789
1011
NOTES:1. INSTALL INDICATOR HEAD A MIN. 30" FROM THE
EDGE OF PAVING OR THE PLANTER EDGE.

2. USE TEFLON TAPE ON ALL THREADED
CONNECTIONS.
12"
1"
2345
1 11 10
9876
2 '(3$570(172)38%/,&:25.6

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ZZZNWXDFRP
7/19/2024

I L E C 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
RHC SI OT PHER L . LANGDON 49 15
Renewal Date
Date
Signature
02/28/2025
100% CONSTRUCTION DOCUMENTS DATE: 07/19/2024

LANDSCAPE IRRIGATION DETAILS
NOTES:1. INSTALL BACKFLOW PREVENTION ASSEMBLY PER LOCAL WATER AGENCY REQUIREMENTS.

2. INSTALL ENCLOSURE TO SWING FREE AND CLEAR OF BACKFLOW PREVENTION ASSEMBLY PER EQUIPMENT LEGEND.

3. USE TEFLON TAPE ON ALL THREADED CONNECTIONS.

4. PROVIDE A MINIMUM 2 WRAPS OF BLACK ADHESIVE BACKED PVC TAPE, WITH 14" OVERLAP, TO ALL METAL PIPE AND FITTINGS
EXPOSED TO CONCRETE.

5. ADJUST PRESSURE SETTING AT EQUIPMENT CONTROLLED PER
EQUPMENT PRESSURE REQUIREMENTS.

LEGEND
BACKFLOW PREVENTER ASSEMBLY.REFER TO LEGEND

COPPER ELL

ENCLOSURE (SEE LEGEND)BRASS UNION
COPPER NIPPLE (3" LONG, TYP.)COPPER RISER (LENGTH AS REQUIRED)COPPER FEMALE ADAPTER (SWXT)W/ PVC SCH 80 MALE ADAPTER (SXT)PRESSURE SUPPLY PIPE, COPPER TYPEK (SEE LEGEND)BLACK ADHESIVE BACKED PVC TAPE 1 CU FT MIN. CONCRETE THRUST BLOCK
FOR 2" ASSEMBLIES ONLY (NOT REQ'D
ON ASSEMBLIES SMALLER THAN 2")COMPACTED SUBGRADESEE TRENCH DETAILS FOR DEPTHCOPPER PIPE FROM WATER SOURCECONCRETE FOOTING (4" THICK)

WYE STRAINER (REFER TO LEGEND)

PRESSURE REGULATING VALVE
123456789
10111213141516

B DOMESTIC BACKFLOW PREVENTER
SECTION SCALE: NTS

FLOW FLOW
12 2"
52 #1 SHUT-OFF VALVE
6"
1234
#2 SHUT-OFF VALVE
12" MIN.
18" MAX.
2 11 14 13
9 15
2 10
46 6
NOTES:1. INSTALL BACKFLOW PREVENTION ASSEMBLY PER LOCAL WATER AGENCY REQUIREMENTS.

2. INSTALL ENCLOSURE TO SWING FREE AND CLEAR OF BACKFLOW PREVENTION ASSEMBLY PER EQUIPMENT LEGEND.

3. USE TEFLON TAPE ON ALL THREADED CONNECTIONS.

4. PROVIDE A MINIMUM 2 WRAPS OF BLACK ADHESIVE BACKED PVC TAPE, WITH 14" OVERLAP, TO ALL METAL PIPE AND FITTINGS
EXPOSED TO CONCRETE.

5. ADJUST PRESSURE SETTING AT EQUIPMENT CONTROLLED PER
EQUPMENT PRESSURE REQUIREMENTS.

LEGEND
BACKFLOW PREVENTER ASSEMBLY.

REFER TO LEGEND

COPPER ELL

ENCLOSURE (SEE LEGEND)

BRASS UNION
COPPER NIPPLE (3" LONG, TYP.)COPPER RISER (LENGTH AS REQUIRED)COPPER FEMALE ADAPTER (SWXT)W/ PVC SCH 80 MALE ADAPTER (SXT)PVC PRESSURE SUPPLY PIPE (SEE

LEGEND)
8" LONG COPPER NIPPLE

BLACK ADHESIVE BACKED PVC TAPE
1 CU FT MIN. CONCRETE THRUST BLOCK
FOR 2" ASSEMBLIES ONLY (NOT REQ'D
ON ASSEMBLIES SMALLER THAN 2")COMPACTED SUBGRADE

SEE TRENCH DETAILS FOR DEPTH
COPPER PIPE FROM WATER SOURCECONCRETE FOOTING (4" THICK)

WYE STRAINER (REFER TO LEGEND)

PRESSURE REGULATING VALVE
123456789
1011121314151617

A IRRIGATION BACKFLOW PREVENTER
SECTION SCALE: NTS

FLOW FLOW
13 2"
5 2
#1 SHUT-OFF VALVE
6"
12 34
#2 SHUT-OFF VALVE
12" MIN.
18" MAX.
9 7 8 2 12 15 14
10 16
2 11
4 6
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I
L

E C 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
RHC
SI OT PHER L . LANGDON 49
1 5
Renewal Date
Date
Signature
02/28/2025
100% CONSTRUCTION DOCUMENTS DATE: 07/19/2024 C SECTION SCALE: NTS 12" POP-UP SPRAY/ROTATOR NOTES:1. DO NOT USE SIDE INLETS. REFER TO

PLANS FOR SPECIFIC DIMENSIONS AND

IRRIGATION NOTES FOR SPRINKLER
PLACEMENT.

2. USE TEFLON TAPE ON ALL THREADED
CONNECTIONS.

LEGEND
2" ABOVE FINISH GRADE
SPRAY/ROTATOR HEAD. REFER TO
LEGEND.

SWING JOINT ASSEMBLY, (3) PVC SCH
40 STREET ELLS WITH (1) PVC SCH 80
NIPPLE.LINE SIZE PVC SCH 40 SLIP X SLIP X 12"
FIPT TEE OR LINE SIZE SLIP X 12" FIPT
ELL AT TERMINAL ENDS.PVC NON-PRESSURE LATERAL LINE.REFER TO PLAN FOR SIZE. 12" MIN. SOIL COVER FOR ALL 6"
POP-UP HEADS, 18" MIN. SOIL COVERFOR ALL 12" POP-UP HEADS. 12345
24" FROM EDGES OF IMPERVIOUS SURFACES,
4" FROM EDGES OF PERVIOUS SURFACES
1 2
3 45
LEGEND

TREE PER PLANTING DETAILS

MULCH MATERIAL PER PLANTING
PLANS

TREE ROOTBALL AND PLANTING

BACKFILL

TOP OF GRATE FLUSH WITH FINISH
GRADE

PRE-ASSEMBLED DEEP WATERING
TUBE. REFER TO LEGEND FOR

MODEL NUMBER
FILTER FABRIC SLEEVE (RWS-SOCK)EXISTING SUB-GRADEPVC LATERAL LINE. SEE PLANS FOR

SIZE AND CLASS
CUT BOTTOM OF UNIT TO 12" HEIGHT.
123456789
NOTE:1. POSITION UNITS 12" FROM EDGE OF ROOTBALL ON
UPHILL SIDE.
12345678
D
SECTION SCALE: NTS

TREE BUBBLER ASSEMBLY
9 8
17 16

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
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ZZZNWXDFRP
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I L E C 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
RHC SI OT PHER L . LANGDON 49 15
Renewal Date
Date
Signature
02/28/2025
100% CONSTRUCTION DOCUMENTS DATE: 07/19/2024
N SCALE: 1"= 10'
20 10 5 0

KEY NOTES

SYMBOL DESCRIPTION

BID ALTERNATE PLANTING AREA
CONTRACTOR SHALL INSTALL 3" MINIMUM LAYEROF BARK MULCH IN ALL PLANTING AREAS EXISTING TREE, PROTECT IN PLACE, TYPICAL.EXISTING COBBLE ENERGY DISSIPATOR,PROTECT IN PLACEEXISTING DRAIN INLET, PROTECT IN PLACE

IRRIGATION EQUIPMENT LOCATION, BARK MULCH
ONLY. REFER TO IRRIGATION PLANS.
123456
1 LANDSCAPE PLANTING PLAN
3 3
5 SHEET NOTES

1. REFER TO SHEET LP-2.0 FOR FULL PLANT SCHEDULE

2. REFER TO SHEET LP-3.0 FOR PLANTING DETAILS.

BID ALTERNATE 1:

PLANTING IMPROVEMENTS

WITHIN DASHED LINE ARE A
PART OF BID ALTERNATE 1.

NOTE: TREES ARE A PART OF

BASE BID
BASE BID IN THIS AREA:

ORGANIC MULCH ONLY
9 AGA ATT
15 GAL

CHI PIN
24" BOX
2 2
42 JUN ELK
1 GAL
6 FRA CAL
1 GAL

CEA YAN
1 GAL
45 58 ALO STR
1 GAL
56 CAR DIV
1 GAL
71 ELY CON
1 GAL
97 MUH CAP
1 GAL
78 ERI FAS
1 GAL

NO PROPOSED PLANTING BEYOND THIS POINT

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ZZZNWXDFRP
7/19/2024

I L E C 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
RHC SI OT PHER L . LANGDON 49 15
Renewal Date
Date
Signature
02/28/2025
100% CONSTRUCTION DOCUMENTS DATE: 07/19/2024

TREES CODE BOTANICAL / COMMON NAME SIZE WUCOLS MIN
HEIGHT
MIN
WIDTH

QTY REMARKS DETAIL

CHI TAS

X CHITALPA TASHKENTENSIS 'PINK

DAWN' /PINK DAWN CHITALPA
24" BOX VERY LOW 9'-10' 3'-4' 2 GOOD COLOR, FULL HEAD, STRONG LEADER A / LP-3.0 SHRUBS CODE BOTANICAL / COMMON NAME CONT. SIZE WUCOLS MIN HEIGHT MIN WIDTH QTY REMARKS DETAIL AGA ATT AGAVE ATTENUATA / FOXTAIL AGAVE 1 GAL L 6"-9" 6"-9" 9 FULL AND UPRIGHT, GOOD COLOR C / LP-3.0
ALO STR ALOE STRIATA / CORAL ALOE 1 GAL L 6"-9" 6"-9" 58 FULL AND UPRIGHT, GOOD COLOR

CEA YAN

CEANOTHUS GRISEUS HORIZONTALIS
'YANKEE POINT /

YANKEE POINT CARMEL CREEPER
1 GAL L 4"-6" 6"-9" 45 FULL AND BUSHY, GOOD COLOR
ELY CON ELYMUS CONDENSATUS 'CANYON PRINCE' / CANYON PRINCE WILD RYE 1 GAL L 9"-12" 4"-6" 71 FULL CLUMPS, GOOD COLORERI FAS

ERIOGONUM FASCICULATUM
'WARRINER LYTLE' /

WARRINER LYTLE BUCKWHEAT
1 GAL L 6"-9" 6"-9" 78 FULL AND UPRIGHT, GOOD COLOR
FRA CAL FRANGULA CALIFORNICA 'EVE CASE' / CALIFORNIA COFFEEBERRY 1 GAL L 9"-12" 6"-9" 6 FULL AND BUSHY, GOOD COLOR

MUH CAP

MUHLENBERGIA CAPILLARIS 'PINK

CLOUD' / PINK CLOUD PINK MUHLYGRASS
1 GAL L 9"-12" 6"-9" 97 FULL CLUMPS, GOOD COLOR

GROUND COVERS CODE BOTANICAL / COMMON NAME SPACING WUCOLS MIN HEIGHT MIN WIDTH QTY REMARKS DETAIL CAR WST CAREX DIVULSA / BERKELEY SEDGE 24" o.c. L 4"-6" 4"-6" 56 FULL CLUMPS, GOOD COLOR E / LP-3.0
JUN ELK JUNCUS PATENS 'ELK BLUE' SPREADING RUSH 24" o.c. L 4"-6" 4"-6" 42 FULL CLUMPS, GOOD COLOR

PLANT SCHEDULE

LANDSCAPE PLANTING LEGEND AND NOTES

1. ALL FINISH GRADING AND LANDSCAPE OPERATIONS SHALL BE CARRIED OUT IN

ACCORDANCE WITH THE PROJECT DRAWINGS, DETAILS, AND PROJECT SPECIFICATIONS. REFER TO PROJECT SPECIFICATIONS FOR ALL PLANTING REQUIREMENTS.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REVIEW AND COORDINATION OF ALL DRAWINGS AND SPECIFICATIONS PRIOR TO THE START OF CONSTRUCTION. THE

CONTRACTOR SHALL INFORM THE OWNER'S REPRESENTATIVE AND THE LANDSCAPE

ARCHITECT IMMEDIATELY OF ANY CHANGED CONDITIONS WHICH OCCUR ON PROJECT SITE WHICH ARE NOT REFLECTED ON PLANS.

3. REMOVE ALL WEEDS, DEBRIS, AND ROCKS LARGER THAN ONE-HALF-INCH (1/2") FROM ALL PLANTING AREAS, AND DISPOSE OF APPROPRIATELY OFF-SITE.

4. FINISH GRADE OF SOIL SHALL BE TWO -INCHES (2") BELOW ADJACENT FINISH PAVING SURFACE OR CURB IN SHRUB AND GROUNDCOVER AREAS.

5. CONTRACTOR SHALL INSTALL A THREE-INCH (3") LAYER OF BARK MULCH IN ALL SHRUB AND GROUNDCOVER AREAS WITH SLOPES LESS THAN 3:1 GRADIENT. SUBMIT SAMPLE FOR APPROVAL BY OWNER'S REPRESENTATIVE AND LANDSCAPE ARCHITECT. REFER TO SPECIFICATIONS.

6. ALL SLOPES 2:1 OR GREATER ARE TO BE STABILIZED WITH JUTE MESH PRIOR TO PLANTING. DO NOT INSTALL JUTE MESH ON SEEDED SLOPES. REFER TO SPECIFICATIONS.

7. CONTRACTOR SHALL PROVIDE ELECTRONIC PHOTOGRAPHS OF ALL TREES FOR APPROVAL, PRIOR TO PURCHASE AND INSTALLATION. REFER TO SPECIFICATIONS.

8. TREE LOCATIONS MAY BE ADJUSTED TO AVOID CONFLICTS WITH UNDERGROUND UTILITIES. CONSULT WITH LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE PRIOR TO ADJUSTMENT OF TREE LOCATIONS.

9. CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE AT THE TIME OF

DELIVERY OF ANY PLANT MATERIAL WHICH HAS BEEN DAMAGED OR IS IN POOR CONDITION. THE OWNER'S REPRESENTATIVE SHALL DETERMINE ACCEPTABILITY OF SUBJECT PLANT MATERIAL.

10. PLANT MATERIAL SHALL BE INSPECTED BY THE OWNER'S REPRESENTATIVE BEFORE PLANTING. PLANT MATERIAL MAY BE REJECTED AT ANY TIME BY THE OWNER'S

REPRESENTATIVE DUE TO POOR CONDITION, FORM, OR DAMAGE PRIOR TO, DURING, OR AFTER THE PLANTING PROCESS.

11. AT LEAST ONE PLANT OF EACH SPECIES DELIVERED TO THE SITE SHALL HAVE AN

IDENTIFICATION TAG FROM THE SUPPLYING NURSERY SHOWING BOTH COMMON AND SCIENTIFIC NAMES.

12. THE PLANTING PLANS ARE DIAGRAMMATIC. PLANT MATERIALS SHALL BE SPOTTED AS SHOWN ON THE DRAWINGS. TREE LOCATIONS ARE TO BE APPROVED BY THE

LANDSCAPE ARCHITECT PRIOR TO THE EXCAVATION OF PLANTING PITS AND REMOVAL FROM CONTAINERS. FINAL LAYOUT OF ALL OTHER PLANT MATERIALS SHALL BE APPROVED IN THE FIELD BY THE OWNER'S REPRESENTATIVE OR LANDSCAPEARCHITECT PRIOR TO PLANTING.

13. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL PLANT COUNTS AND SQUARE FOOTAGES.

14. CONTRACTOR IS RESPONSIBLE FOR PROVIDING PLANT MATERIALS SUFFICIENT TO COVER AREAS SHOWN ON THE DRAWINGS AT THE SPECIFIED SPACING.

15. TREES PLANTED IN TURF AREAS ARE TO HAVE A 3' DIAMETER SHOVEL CUT AROUND THE BASE OF TRUNK WITH 2" DEPTH BARK MULCH.

16. NURSERY STAKES ARE TO BE REMOVED AFTER PLANTING TREES AND INSTALLATION OF STAKING OR GUYING, AS SHOWN ON PLANS.

17. CONTRACTOR SHALL SUBMIT AN AGRICULTURAL SUITABILITY AND FERTILITY

ANALYSIS REPORT, AS NOTED IN THE PLANTING SPECIFICATIONS, TO THE LANDSCAPEARCHITECT AND THE OWNER'S REPRESENTATIVE FOR APPROVAL PRIOR TO ANY PLANTING WORK OR SOIL AMENDMENT INCORPORATION. THE RECOMMENDATIONS OF

THE SOILS ANALYSIS REPORT FOR TOPSOIL AMENDMENT AND BACKFILL MIX

AMENDMENT SHALL SUPERSEDE THE RECOMMENDATIONS LISTED IN THE SPECIFICATIONS.

18. CONTRACTOR SHALL COORDINATE LANDSCAPE WORK WITH THE WORK OF OTHER TRADES AND PROFESSIONS. CONTRACTOR SHALL MAINTAIN PROPER DRAINAGE DURING THE COURSE OF CONSTRUCTION.

19. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF EXISTING PROPOSED UTILITIES WITHIN THE PROJECT LIMITS WHICH MAY BE AFFECTED BY INSTALLATION.

IMMEDIATELY CONTACT THE LANDSCAPE ARCHITECT IF A CONFLICT IS EVIDENT.

20. REMOVE ALL TYING MATERIALS, MARKING TAPES, AND NURSERY STAKES AT THE TIME OF PLANTING.

21. CONTRACTOR SHALL PROTECT EXISTING VEGETATION AND OTHER IMPROVEMENTS OUTSIDE THE LIMITS OF WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OR REPLACEMENT OF ANY DAMAGES INCURRED DURING CONSTRUCTION.

22. THE MAINTENANCE PERIOD SHALL BEGIN ONLY UPON WRITTEN ACCEPTANCE OF THE

COMPLETED PLANTED AREAS BY THE LANDSCAPE ARCHITECT AND THE OWNER'S REPRESENTATIVE.

24. PROVIDE MATCHING FORMS AND SIZES FOR ALL PLANT MATERIAL WITHIN EACH SPECIES AND SIZE DESIGNATED BY THE DRAWINGS.

25. ALIGN AND EQUALLY SPACE, IN ALL DIRECTIONS, ALL PLANT MATERIAL

WITHIN EACH SPECIES SO DESIGNATED PER THESE NOTES AND
DRAWINGS.

26. FURNISH ALL DELIVERY SLIPS OF THE SPECIFIED AMENDMENTS TO

THE CONSTRUCTION MANAGEMENT SUPERVISOR AND LANDSCAPE
ARCHITECT FOR REVIEW AFTER PLANT INSTALLATION. IF IT IS

DETERMINED MORE AMOUNTS ARE NEEDED, CONTRACTOR WILL BEREQUIRED TO ADD INTO SOIL WITH OBSERVATION OR PROVIDE CREDIT BACK TO OWNER.

27. ALL PLANTING AREAS SHALL BE GRADED TO HAVE POSITIVE DRAINAGE (2% MIN.) AWAY FROM THE BUILDING WALLS AND STRUCTURES AND TOWARDS AREA DRAINS.

28. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING EXISTING LANDSCAPE WITHIN SCOPE AREA. ALL PLANTING WITHIN SCOPE OF WORK AREAS ARE TO BE KEPT FREE OF LITTER AND DEBRIS. ALL PLANTS SHALL BE MAINTAINED IN A HEALTHY GROWING CONDITION.

ALL DISEASED OR DEAD PLANTS SHALL BE REPLACED IMMEDIATELY.

REPLACE PLANTINGS IF DAMAGED, WITH LIKE SIZE, DURING
CONSTRUCTION.

29. CONTRACTOR SHALL BE HELD RESPONSIBLE FOR REPLACEMENT OF

ALL PLANTINGS AND TURF DAMAGED DURING IRRIGATION REPAIR OR PLANTING INSTALLATION.

PLANTING NOTES

IMPROVEMENT MINIMUM DISTANCE TO STREET TREE
TRAFFIC SIGNAL, STOP SIGN 20 FEET
UNDERGROUND UTILITY LINES 5 FEET
SEWER LINES 10 FEET
ABOVE GROUND UTILITY STRUCTURES 10 FEET
(TRANSFORMERS, HYDRANTS, UTILITY POLES, ETC)
DRIVEWAYS 10 FEETRESIDENTIAL STREETS RATED AT 25 MPH OR LOWER 5 FEET

MINIMUM TREE SEPARATION DISTANCE
INTERSECTIONS (INTERSECTING CURB LINES OF TWO STREETS) 25 FEET

'(3$570(172)38%/,&:25.6

RIO HONDO RIVER ACCESS IMPROVEMENT PLAN

1RUPDO6WUHHW
6DQ'LHJR&$




ZZZNWXDFRP
7/19/2024

I L E C 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
RHC SI OT PHER L . LANGDON 49 15
Renewal Date
Date
Signature
02/28/2025
100% CONSTRUCTION DOCUMENTS DATE: 07/19/2024 LANDSCAPE PLANTING DETAILS LEGEND
SHRUBSHRUB CROWN (1" ABOVE FINISH GRADE)
MULCH, REFER TO SPECS. & PLANTINGNOTES FOR DEPTH & TYPE 4" HIGH WATERING BERM ALL AROUND
PLANT PIT W/ ROUGHENED SIDESPLANT TABLETS (3" BELOW GRADE)BACKFILL MIX (PUDDLE & SETTLE)

TOPSOIL AND SUBGRADE PER CIVIL
PLANS
12345678
4 10
235678
11 9
13 15 14
1 12 2X ROOTBALL DIAMETER MIN.

ROOTBALLDEPTH OF ROOTBALL

SET FINISH GRADE EQUAL TO THE DEPTHOF BARK MULCH BELOW FINISH SURFACEOF PAVING (WHERE APPLICABLE)CURB OR PAVING (WHERE APPLICABLE)

NEW FINISH GRADE AT SLOPE (WHERE

APPLICABLE)

EXISTING FINISH GRADE AT SLOPE
(WHERE APPLICABLE)
9 101112131415
LEGEND

TREE PLANTING PER PLANTING

LEGEND AND DETAILS

ADJACENT HARDSCAPE EDGE,

FINISH GRADE OF PLANTING
AREA TO BE 2" BELOW

ROOT BARRIER AS REQUIRED
(SEE NOTES BELOW)

TOPSOIL AND SUBGRADE PER

CIVIL PLANS

ADJACENT GROUNDCOVER OR

SHRUB PLANTING
12345
NOTES:

A. ROOT BARRIERS SHALL BE

INSTALLED WHEN TREES ARE
WITHIN 5' OF HARDSCAPE U.N.O.

B. WHERE POSSIBLE INSTALL 10'
EACH SIDE OF TRUNK MEASUREDPARALLEL TO HARDSCAPE X 24"DEEP.

C. INSTALL PARALLEL TO WALKS &
CURBS.

D. DO NOT ENCIRCLE TREE IF
POSSIBLE.

E. FOLLOW MANUFACTURER'S
INSTRUCTIONS FOR INSTALLATION.
10' 10'
123
423
132
5 5' 5'
PLAN

SECTION
LEGEND

WOOD STAKE (SEE SPECIFICATIONS)
TREE TIE (MIN. 4 REQUIRED, NAIL TO STAKE)TREE TRUNKTREE COLLAR (PLANT PER SPECS.)

MULCH, REFER TO SPECIFICATIONS AND

PLANTING NOTES FOR DEPTH AND TYPE

SEE TREE OBSERVATION TUBE DETAIL
FINISH GRADEPLANT TABLETS (3" BELOW GRADE)PLANTING PIT W/ ROUGHENED SIDES

BACKFILL MIX (PUDDLE AND SETTLE)
2x ROOTBALL DIAMETER MIN.

ROOTBALLDEPTH OF ROOTBALL
6" WATERING BASIN (EXCEPT IN LAWN)

NEW FINISHED GRADE AT SLOPESEXISTING GRADE AT SLOPES
CUT ALL STAKES 6" BELOW TREE CANOPY
123456789
1011121314151617
NOTES:

A. REFER TO SPECIFICATIONS FOR PLANTING
PROCEDURES AND ADDITIONAL INFORMATION.

B. REMOVE FROM BOX WITH AS LITTLE DISTURBANCE TO
THE ROOTBALL AS POSSIBLE.
12"
17 24" MIN. 14 13 12
11 12456789
+
45312 6'-0" MIN.
6"
12" DIA. MIN.
6 8" MIN.
1234
LEGEND

BACKFILL MIX

GRAVEL FILL AROUND PIPE
2" PERFORATED PIPE WITH FILTER SOCK. DO
NOT FILL PERF. PIPE WITH GRAVEL.
2" DIA. BLACK DRAIN GRATE. USE ATRIUM

GRATE WITH INTERNAL MESH SCREEN IN

PLANTING AREAS AND FLAT ROUND GRATE INDECOMPOSED GRANITE AREAS (IF

APPLICABLE)

FINISH GRADE

UNDISTURBED ROOTBALL
123456
NOTES:1. EXTEND PERFORATED PIPE BELOW BOTTOM OF
ROOTBALL AS SHOWN. SLOPE BOTTOM OFPLANTER PIT TO DRAIN TOWARDS PERFORATEDPIPE. SIPHON WATER AS REQUIRED TO PREVENTROOT ROT.

PLAN

SECTION
6 HIGH POINT LEGEND

EDGE OF PAVINGEQUAL, SEE PLANTING

PLAN AND LEGEND FOR

SPACING

GROUNDCOVER
PLANT TABLET (1" MIN.

AWAY FROM ROOTS)

FINISH GRADE

PREPARE SOIL

THROUGHOUT PLANTING
AREA

SUBGRADE PER CIVIL
PLANS

SET FINISH GRADE EQUAL

TO THE DEPTH OF BARK

MULCH BELOW FINISH

SURFACE OF PAVING, SEE
DETAIL B, SHEET LC-4.0

FOR ADDITIONAL

INFORMATION
1/2 OF SPACING

DISTANCE AT ALL EDGES
123456789
PLAN

SECTION
9 1
2 2
2 8
345167
3 D TREE OBSERVATION (STANDPIPE) TUBE
SECTION SCALE: NTS
E
SECTION SCALE: NTS

GROUNDCOVER PLANTING
A

TREE PLANTING WITH DOUBLE STAKING AND

OBSERVATION TUBE
SECTION SCALE: NTS
B
AT TREE PLANTING SCALE: NTS

ROOT BARRIER

C SHRUB PLANTING

SECTION
1615
3 10

APPENDIX “E”

SOUTHERN CALIFORNIA EDISON PLAN

56 56 56
2/C 1/0 ACSR 16KV
2/C 1/0 ACSR 16KV

UNDERGROUND SERVICE ALERT Contact USA www.digalert.org/contact Dial 811 or 800-422-4133 ········

X
REA DR
1/0 A 4051438E 4458828E 4915286E BF0128 80A 4469774E P5377518 051435E4051439E 4469775E4528281E695819E E BEVERLY BLVD 1/0 A 1/0 A
X
REA DR
1/0 A 4051438E 4458828E 4915286E BF0128 80A 4469774E P5377518 4051435E4051439E 4469775E4528281E695819E E BEVERLY BLVD 1/0 A 1/0 A 1350356E

APPENDIX “F”

DEPARTMENT OF INDUSTRIAL RELATIONS (DIR)

CONTRACTOR REGISTRATION NUMBER FORM

Department of Industrial Relations (DIR) Contractor
Registration Number

Beginning July 1, 2014, contractors must register with the Department of Industrial Relations (DIR) before bidding on public works contracts in California. For more information, please refer to this section of the Department of Industrial Relations Website:
http://www.dir.ca.gov/Public-Works/PublicWorks.html.

Per this requirement, provide the following information:

___________________________________________________________________ Contractor Name

Contractor Department of Industrial Relations Registration Number:

Expiration Date of Registration Number

*(THIS FORM MUST BE SUBMITTED WITH THE SEALED BID) *

Print Form
Revised 2011
Notice of Exemption Appendix E
To: Office of Planning and Research From: (Public Agency): City of Montebello P.O. Box 3044, Room 113
Sacramento, CA 95812-3044
County Clerk
1600 W. Beverly Boulevard
Montebello, CA 90640
County of: Los Angeles (Address)
Project Title: CP-924-2 Rio Hondo Access Improvement Project Sign Project Applicant: City of Montebello
Project Location - Specific: Southwest corner of E. Beverly Blvd and E. Beverly Terrace, Montebello, CA 90640 Project Location – City: Montebello Project Locations – County: Los Angeles Description of Nature, Purpose and Beneficiaries of Project: Installation of an electronic message sign Name of Public Agency Approving Project: City of Montebello Name of Person or Agency Carrying Out Project: Cesar Roldan, Director of Public Works Exempt Status: (check one):

Ministerial (Sec. 21080(b)(1); 15268);
Declared Emergency (Sec. 21080(b)(3); 15269(a)); Emergency Project (Sec. 21080(b)(4); 15269(b)(c)); Categorical Exemption. State type and section number: §15301 Class 1 Statutory Exemptions. State code number:

Reasons why project is exempt: Environmental Assessment pursuant to 14 California Code of Regulations § 15301 as a Class 1 categorical exemption under the California Environmental Quality Act (CEQA).

Lead Agency
Contact Person: Cesar Roldan Area Code/Telephone/Extension: 323-887-1462 If filed by applicant:

1. Attach certified document of exemption finding.

2. Has a Notice of Exemption been filed by the public agency approving the project? Yes No Signature: Date: June 26, 2025 Title: Director of Public Works Signed by Lead Agency Signed by Applicant
Authority cited: Sections 21083 and 21110, Public Resources Code. Date Received for filing at OPR:

Reference: Sections 21108, 21152, and 21152.1, Public Resources Code.

Attachment B

ITEM # 30

CITY OF MONTEBELLO

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

BY: Cesar Roldan, Director of Public Works
SUBJECT: AWARD AGREEMENT NO. 4327 TO A.O. REED & CO. FOR CITYWIDE

HEATING, VENTILATION, AND AIR CONDITIONING (HVAC)
PREVENTATIVE MAINTENANCE AND REPAIR SERVICES (RFP NO.
25-10)
DATE: June 25, 2025
RECOMMENDATIONS:

It is recommended that the City Council:

1. Award Agreement No. 4327 to A.O. Reed & Co. for the provision of citywide HVAC preventative maintenance and repair services in accordance with RFP No. 25-10 for an initial three (3) year term, July 1, 2025 through June 30, 2028; and

2. Authorize the City Manager to execute the agreement for a not-to-exceed amount of $847,684 for the initial three year term, which includes $247,685 for preventative maintenance and up to $600,000 for as-needed repairs ($200,000 per year); and

3. Authorize a separate one-time encumbrance of $175,000 for HVAC services for the Fire Station #56 Renovation Project (CP 923); and

4. Authorize the City Manager to execute the agreement and any future amendments to the agreement, including up to two one-year extensions; and

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

FISCAL IMPACT:

The total not-to-exceed amount for preventive maintenance and as-needed repairs under Agreement No. 4327 (Attachment A) is $847,685 for the initial three year term (July 1, 2025 through June 30, 2028). In addition, staff identified an opportunity to upgrade the outdated HVAC system at Fire Station #56 as part of an existing Capital Improvement Project (CP 923). This one-time improvement will require a separate encumbrance of

CITY COUNCIL AGENDA REPORT - MEETING OF JUNE 25, 2025

$175,000, which is not included in the contract’s not-to-exceed amount. The cost breakdown is as follows:

1. Preventative Maintenance – $247,685 (Initial 3-Year Term Total) o Annual preventative maintenance costs will be allocated as follows:
▪ FY 2025-26: $80,532
▪ FY 2026-27: $82,545
▪ FY 2027-28: $84,608
▪ FY 2028-29 (Optional Extension): $86,723
▪ FY 2029-30 (Optional Extension): $88,891

2. As-Needed Repairs – Not-to-exceed $600,000 (Initial 3-Year Term Total, $200,000 Annually)
In addition to scheduled maintenance, each fiscal year will include a $200,000 allocation for any unanticipated repair work needed across all covered facilities.

This funding enables the City to respond quickly to breakdowns or system issues without delay or the need to initiate a new procurement process. These repairs may include, but are not limited to, motor replacements, refrigerant leaks, controller failures, duct repairs, or emergency callouts during non-standard business hours.

3. Fire Station #56 HVAC Services – One-Time Allocation of $175,000 A critical capital improvement project (CP 923) has been identified for Fire Station #56, where the HVAC system requires significant service and/or replacement. A one-time encumbrance of $175,000 has been included as part of this agreement for the Fire Station HVAC work. These funds will ensure the health and comfort of essential fire personnel and allow the City to upgrade this critical facility’s climate control infrastructure in a timely and cost-effective manner.

BACKGROUND/DISCUSSION:

On May 15, 2025, the City of Montebello issued Request for Proposals (RFP) No. 25-10 seeking qualified contractors to provide comprehensive HVAC preventative maintenance and repair services across all City-owned facilities. This includes administrative buildings, community centers, fire and police stations, and specialized facilities such as Quiet Cannon and multiple communication sites. The goal of the RFP was to retain a contractor with the expertise, capacity, and responsiveness to ensure reliable climate control infrastructure throughout the City.

The RFP outlined a scope of work that includes quarterly preventative maintenance services, as-needed repairs, annual deep cleaning, and emergency response capabilities. The City received multiple proposals, which were reviewed and scored based on qualifications, experience, service model, cost, and alignment with the City's operational needs.

A.O. Reed & Co. was selected as the top-ranked proposer following a comprehensive evaluation process. Their submission demonstrated over 100 years of HVAC industry experience, a proven track record with public-sector clients, and a deep understanding

CITY COUNCIL AGENDA REPORT - MEETING OF JUNE 25, 2025

of the unique operational demands of municipal facilities. Notably, the company already maintains an active contract with the City of Montebello’s Transit Department, providing HVAC services at the Transit Administration and Operations Facility. This existing relationship increases operational synergy, simplifies contract oversight, and creates opportunities for consolidated service tracking and reporting.

Additionally, a facility-specific HVAC deficiency was identified at Fire Station #56, requiring substantial repairs and replacement of system components. Rather than issuing a separate agreement for these services, staff recommends leveraging the new agreement with A.O. Reed & Co. to deliver this work, ensuring cost and time efficiency.

ENVIRONMENTAL:

N/A
ANALYSIS:

The City’s HVAC infrastructure is aging, and many systems operate in high-use environments including 24-hour facilities like the police headquarters and the City's three fire stations. Consistent preventative maintenance is essential to reduce equipment failure, improve energy efficiency, maintain healthy indoor air quality, and extend the lifespan of capital assets. A.O. Reed & Co.'s proposed maintenance schedule covers quarterly inspections and servicing of all HVAC systems, including chillers, boilers, heat pumps, air handlers, and mini-splits. Their plan also includes belt and filter changes, drain cleanouts, coil cleaning, refrigerant checks, and system performance evaluations.

The as-needed repair budget of $200,000 per year ensures immediate response capabilities for system breakdowns or emergency issues, especially critical during extreme weather conditions. By having pre-approved funds and an on-call contractor, the City can bypass procurement delays and minimize downtime for essential services.

The contractor will also manage a one-time capital project (CP 923) at Fire Station #56, valued at $175,000, to restore or replace the HVAC system at that site. This work is necessary to provide safe working conditions for first responders and will be overseen by Public Works.

Operationally, using the same HVAC contractor for all city departments—including Transit, which already contracts with A.O. Reed & Co.—simplifies vendor management, reduces administrative overhead, and promotes consistent service standards across facilities. The contractor’s familiarity with City expectations and facilities enhances efficiency, particularly in emergencies or time-sensitive situations.

A.O. Reed & Co. has committed to compliance with all licensing, safety, insurance, and environmental standards as outlined in the RFP. They will provide uniformed personnel, 24-hour emergency response, and detailed service logs. The company also supports ongoing employee training and background checks for staff accessing secure locations, including police and communication facilities.

Staff believes this agreement (Attachment A) will deliver high-quality, comprehensive

CITY COUNCIL AGENDA REPORT - MEETING OF JUNE 25, 2025

HVAC support at a reasonable cost, while improving continuity, accountability, and responsiveness across all departments.

SUMMARY:

Staff recommends the City Council award Agreement No. 4327 (Attachment A) to A.O.

Reed & Co. for citywide HVAC preventative maintenance and repair services in response to RFP No. 25-10. The agreement is for a not-to-exceed amount of $847,685 for the initial three-year term, including $247,685 for preventative maintenance and $600,000 for asneeded repairs, allocated at $200,000 per year. Additionally, staff recommend authorizing a one-time encumbrance of $175,000 for HVAC work related to the existing Capital Improvement Project at Fire Station #56 (CP 923). Additionally, the recommended actions would authorize the City Manager to execute the agreement.

ATTACHMENT(S)

1. Attachment A - Agreement No. 4327 - A.O. Reed & Co

CITY OF MONTEBELLO
PROFESSIONAL SERVICES AGREEMENT NO. 4327
WITH A.O. REED & CO.

THIS PROFESSIONAL SERVICES AGREEMENT (“Agreement”) is made and entered into on June 25, 2025 (“Effective Date”), by and between the CITY OF MONTEBELLO, a California municipal corporation (the “CITY”) and A.O. REED & CO. (the “CONSULTANT”).

The CITY and the CONSULTANT are sometimes referred to herein individual as the “Party,” and jointly as the “Parties.”

RECITALS
WHEREAS, the CITY desires to retain a professional Consultant to provide citywide HVAC preventative maintenance and repair services; and
WHEREAS, the CITY issued Request for Proposals (“RFP”) No. 25-10 on September 26, 2024; and
WHEREAS, the CONSULTANT submitted a proposal in response to the RFP; and WHEREAS, the CONSULTANT 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
WHEREAS, the CITY evaluated the responses and determined that the CONSULTANT will meet the requirements in a satisfactory manner.

NOW THEREFORE, in consideration of performance by the Parties of the covenants and conditions herein contained, the Parties hereto agree as follows:

SECTION 1. INCORPORATION OF RECITALS AND OTHER CONTRACT DOCUMENTS A. The above-referenced Recitals constitute a material part hereof and shall hereby be incorporated by reference. Moreover, this Agreement consists of the following documents, in order of precedence, all of which are incorporated herein and made part of this Agreement, as though fully set forth herein:
a. This Agreement and its Exhibits, including any and all addenda or supplemental agreements.
b. All other documents, including but not limited to all applicable bonds, insurance certificates, permits, notices, schedules, forms, certifications, and affidavits.

B. These documents shall be collectively referred to herein as the “Contract Documents.” In the event of a conflict among the Contract Documents, the order of precedence list above shall apply.

SECTION 2. SERVICES / COMPENSATION.

A. All terms, conditions, requirements, and provisions of the services and Consultant’s responses, as such is set forth fully in Exhibit “A” hereto, are hereby incorporated fully herein by this reference and shall be binding on the Parties. To the extent of a conflict Attachment A

PROFESSIONAL SERVICES AGREEMENT NO. 4327

between the terms of this Agreement and that set forth in any exhibits or attachments hereto, the terms of this Agreement shall govern.

B. The CONSULTANT shall provide to the CITY all labor, equipment, materials and incidental necessary to provide services, as such is set forth fully in Exhibit “A” hereto and incorporated fully herein by this reference (hereinafter “Professional Services”).

C. The CONSULTANT shall be compensated for performance of the Professional Services as set forth in the Schedule of Compensation attached hereto as Exhibit “B” and incorporated fully herein by this reference (“Compensation”). The CONSULTANT shall provide an itemized billing statement to the CITY each quarter for Professional Services performed.

The CONSULTANT shall no incur fees or costs which exceed the Compensation without the prior written consent of the CITY.

SECTION 3. TERM.
a. This Agreement shall commence upon issuance of a written “Notice to Proceed” (as further defined below) by the CITY and shall expire on June 30, 2028, unless terminated earlier as hereinafter provided. This Agreement may be extended for two (2), one (1) year periods by mutual agreement of both parties.
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 CITY’s applicable, department head.

SECTION 4. PERFORMANCE.
a. The CONSULTANT shall at all times, faithfully, competently, and to the best of its ability, experience, and talent, perform all tasks described herein. b. The CONSULTANT shall employ, at a minimum, generally accepted standards and practices utilized by companies engaged in providing similar services, as are required of Consultant hereunder, in meeting its obligations under this Agreement. c. The CONSULTANT shall be knowledgeable of and subject to all CITY ordinances, rules and regulations, standard operating procedures, and the supervisory chain of command. d. The CONSULTANT shall have the right to retain, subject to the CITY's approval, additional individuals, Consultants or subconsultants to assist in the completion of services as herein defined. Compensation for additional individuals, Consultants or subconsultants shall be the sole and exclusive responsibility of the CONSULTANT. e. The CONSULTANT shall retain all original reports, field and office notes, correspondence, calculations, maps, and other documents specifically related to the services provided by the CONSULTANT pursuant to this Agreement, other than documents which are exempt from disclosure pursuant to the attorney-client privilege or any other law.

Said documents shall be made available for inspection by the CITY upon request.

SECTION 5. WORK PRODUCT.
a. The CONSULTANT hereby agrees that all work product produced pursuant to this Agreement and provided to the CITY during and upon completion of this Agreement, shall be

PROFESSIONAL SERVICES AGREEMENT NO. 4327

the property of the CITY, and ownership of said work product shall be retained by the CITY. b. All data, documents, discussion, or other information developed or received by the CONSULTANT or provided for performance of this Agreement are deemed confidential and shall not be disclosed by the CONSULTANT without prior written consent by the CITY. The CITY shall grant such consent if disclosure is legally required. All such written products shall be returned to the CITY upon the termination or expiration of this Agreement. The CONSULTANT agrees that the covenants contained in this Section shall survive the expiration or termination of this Agreement.

SECTION 6. EXTRA SERVICES.

No extra services over and above the Compensation shall be rendered by the CONSULTANT under this Agreement unless such extra services first shall have been duly authorized in writing by the CITY’s City Manager (the “City Manager”).

SECTION 7. CITY SUPERVISION.

The City Manager shall have the right of general supervision of all work performed by the CONSULTANT and shall be the CITY’s agent with respect to obtaining the CONSULTANT’s compliance hereunder. No payment for services rendered under this Agreement shall be made without the prior approval of this agreement by the City Manager.

SECTION 8. TERMINATION.

In the event that either Party hereto fails or refuses to perform any of the provisions of this Agreement at the time and in the manner required, the non-defaulting party shall give the defaulting party written notice of the default, the nature of the default, and of the steps necessary to cure the default.
a. Termination for Cause. In the event that any of the provisions of the Agreement are violated by either party, the non-defaulting Party may terminate the Agreement by serving written notice upon the other Party, listing the violation(s) and its intent to terminate such Agreement unless within ten (10) days after the serving of such notice, such violation shall cease or be rectified, the contract shall upon the expiration of an additional thirty (30) days cease and terminate. Violations by the CONSULTANT which cannot be corrected within ten (10) days, said contract shall at the option of the CITY cease and terminate upon the giving of like notice. In the event of any such termination for default by the CONSULTANT, the CITY may take over the work and prosecute the same to completion by contract or otherwise for the account and at the expense of the CONSULTANT. The CONSULTANT and his sureties shall be liable to the CITY for any excess cost occasioned in the event of any such termination. This change shall not be construed to prevent the termination, for other causes authorized by law or other provisions of this contract. In the event of a termination for cause, the CONSULTANT shall only be entitled to the Compensation for those Professional Services satisfactory performed on or before the effective date of termination. b. Termination for Convenience. The CITY shall have the option, at its sole discretion and without cause, to terminate this Agreement in whole, or in part, by giving thirty (30) business days’ written notice to the CONSULTANT. Upon the termination of this Agreement as provided herein, the CITY shall provide to the CONSULTANT the part of Compensation which would otherwise be payable to the CONSULTANT for services the CONSULTANT had completed as of the date of termination, less the amount of all previous payment with respect to

PROFESSIONAL SERVICES AGREEMENT NO. 4327

the Compensation. Further, upon such a termination for convenience by the CITY, the Parties agree that the CONSULTANT shall be reimbursed for any “non-refundable” costs that the CONSULTANT has incurred for its services under this Agreement, provided that: (1) such “nonrefundable” costs were incurred by the CONSULTANT prior to the date of termination, and (2) that the CONSULTANT provides the CITY with adequate proof that the CONSULTANT incurred the costs, and is unable to be seek a refund for such costs. Such “non-refundable” costs may include, but are not limited to, travel reservations incurred by the CONSULTANT for its performance of services under this Agreement. The CONSULTANT agrees to cease all work under this Agreement on or before the effective date of any notice of termination.

SECTION 9. EMPLOYMENT OF CITY EMPLOYEES.

No regular employee of the CITY shall be employed by the CONSULTANT during the term of this Agreement.

SECTION 10. NON-LIABILITY OF CITY OFFICIALS AND EMPLOYEES.

No official or employee of the CITY shall be personally liable to the CONSULTANT in the event of any default or breach by the CITY, or for any amount which may become due to the CONSULTANT.

SECTION 11. INDEPENDENT CONSULTANT.
a. The CONSULTANT is and shall, at all times, remain as to the CITY a wholly independent Consultant. Neither the CITY nor any of its elected officials, officers, employees, or agents shall have control over the conduct of the CONSULTANT except as expressly set forth in this Agreement. The CONSULTANT shall not at any time or in any manner represent that he or she is in any manner an elected official, officer, employee, or agent of the CITY. No employee benefits shall be available to the CONSULTANT in connection with the performance of this Agreement. Except as provided in this Agreement, the CITY shall not pay salary, wages, or other compensation to the CONSULTANT for performance hereunder for the CITY, the CITY shall not be liable for compensation to the CONSULTANT, the CONSULTANT’s employees or the CONSULTANT’s subconsultants for injury or sickness arising out of performing services hereunder.
b. The parties further acknowledge and agree that nothing in this Agreement shall create or be construed to create a partnership, joint venture, employment relationship or any other relationship except as set forth in this Agreement. c. The CITY shall not deduct from the Compensation paid to the CONSULTANT any sums required for Social Security, withholding taxes, FICA, state disability insurance or any other federal, state or local tax or charge which may or may not be in effect or hereinafter enacted or required as a charge or withholding on the compensation paid to the CONSULTANT. The CITY shall have no responsibility to provide the CONSULTANT, its employees or subconsultants with workers’ compensation insurance or any other insurance.

SECTION 12. CalPERS ANNUITANTS AND ELIGIBILITY INDEMNITY. a. If the CONSULTANT is a California Public Employees’ Retirement System (“CalPERS”) annuitant, the CONSULTANT must provide the City with written notification of such fact a minimum of 14 calendar days prior to commencement of services under this Agreement.

Failure to provide such notification may result in termination of the Agreement, and any

PROFESSIONAL SERVICES AGREEMENT NO. 4327

penalties or other costs relating thereto shall be borne by the CONSULTANT. If this Agreement remains in place, the CONSULTANT shall execute any amendment(s) to this Agreement requested by the City in order to comply with all laws and regulations applicable to CalPERS annuitants.
b. In the event that the CONSULTANT or any employee, agent, or subconsultant of the CONSULTANT providing services under this Agreement claims or is determined by a court of competent jurisdiction or CalPERS to be eligible for enrollment in CalPERS as an employee of the CITY, the CONSULTANT shall indemnify, defend, and hold harmless the CITY for the payment of any employee and/or employer contributions for CalPERS benefits on behalf of the CONSULTANT or its employees, agents, or subconsultants, as well as for the payment of any penalties and interest on such contributions, which would otherwise be the responsibility of the CITY.
c. Notwithstanding any other agency, state or federal policy, rule, regulation, law or ordinance to the contrary, the CONSULTANT and any of its employees, agents, and subconsultants providing service under this Agreement shall not qualify for or become entitled to, and hereby agree to waive any claims to, any compensation, benefit, or any incident of employment by the CITY, including but not limited to eligibility to enroll in PERS as an employee of the CITY and entitlement to any contribution to be paid by the CITY for employer contribution and/or employee contributions for PERS benefits.

SECTION 13. LEGAL RESPONSIBILITIES.

The CONSULTANT shall at all times observe and comply with all applicable laws, ordinances, codes, and regulations of the federal, state, and local governments including, but not limited to the Montebello Municipal Code. The CITY, and its appointed or elected officers, employees, or agents, shall not be liable at law or in equity occasioned by failure of the CONSULTANT to comply with this section.

SECTION 14. INDEMNIFICATION.

The CONSULTANT agrees to, and shall defend, indemnify, protect and hold harmless, the CITY, its elected and appointed boards, officers, officials, employees, agents and volunteers from and against any and all claims, demands, lawsuits, defense costs, civil, penalties, expenses, causes of action, and judgments at law or in equity, or liability of any kind or nature which the CITY, its elected and appointed boards, officers, officials, employees, agents and volunteers may sustain or incur or which may be imposed upon them for injuries or deaths of persons, or damage to property arising out of the CONSULTANT’s negligent or wrongful act, or omission under the terms of this Agreement, except only liability arising out of the sole negligence of the CITY.

SECTION 15. INSURANCE COVERAGE.
a. During the term of this Agreement, the CONSULTANT shall carry, maintain, and keep in full force and effect insurance against claims for death or injuries to persons or damages to property that may arise from or in connection with CONSULTANT’s performance of this Agreement. Such insurance shall be of the types and in the amounts as set forth below:

Commercial General Liability (CGL): Insurance Services Office Form CG 00 01 covering CGL on an “occurrence” basis for bodily injury and property damage, including products-completed operations, personal injury, and advertising injury, with limits no

PROFESSIONAL SERVICES AGREEMENT NO. 4327

less than $2,000,000 per occurrence. If a general aggregate limit applies, the limit shall be twice the required occurrence limit.

Automobile Liability Insurance: Insurance Services Office Form Number CA 0001 covering, Code 1 (any auto), or if CONSULTANT has no owned autos, Code 8 (hired) and 9 (non-owned), with limit no less than $1,000,000 per accident for bodily injury and property damage.

Worker's Compensation insurance as required by the laws of the State of California, with Statutory Limits, and Employer’s Liability Insurance with limit of no less than $1,000,000 per accident for bodily injury or disease.

Professional Liability insurance appropriate to the CONSULTANT’S profession, with limit no less than $1,000,000 per occurrence or claim, $2,000,000 aggregate. b. If the CONSULTANT maintains higher limits than the minimums shown above, the CITY requires and shall be entitled to coverage for the higher limits maintained by the CONSULTANT. c. The CONTACTOR shall require each of its subconsultants, if any, to maintain insurance coverage that meets all of the requirements of this Agreement. d. The policy or policies required by this Agreement shall be issued by an insurer admitted in the State of California and with a current rating of at least A:VII in the latest edition of Best's Insurance Guide.
e. Each insurance policy required above shall state that coverage shall not be canceled, except after thirty (30) days’ prior written notice (ten [10] days for non-payment) has been given to the CITY. The CONSULTANT agrees that if it does not keep the aforesaid insurance in full force and effect the CITY may either (i) immediately terminate this Agreement for Cause; or (ii) take out the necessary insurance and pay, at the CONSULTANT’s expense, the premium thereon.
f. Evidence of Insurance prior to commencement. The Consultant 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]
g. Coverage shall not be suspended, voided, cancelled, reduced in coverage or in limits, non-renewed, or materially changed for any reason, without thirty (30) days prior written notice thereof given by the insurer to the CITY by U.S. mail, or by personal delivery, except for nonpayment of premiums, in which case ten (10) days prior notice shall be provided. h. Evidence of Insurance during the entire term of the Agreement. At all times during

PROFESSIONAL SERVICES AGREEMENT NO. 4327

the term of this Agreement, the CONSULTANT shall maintain on file with the CITY’s Risk Manager a certificate or certificates of insurance showing that the aforesaid policies are in effect in the required amounts and naming the CITY as an additional insured. The CONSULTANT shall, prior to commencement of work under this Agreement, file with the CITY’s Risk Manager such certificate(s).
i. The CONSULTANT shall provide proof that policies of insurance required herein expiring during the term of this Agreement have been renewed or replaced with other policies providing at least the same coverage. Such proof will be furnished at least two (2) weeks prior to the expiration of the coverages.
j. The general liability and automobile policies of insurance required by this Agreement shall contain an endorsement naming the CITY, its officers, employees, agents and volunteers as additional insured’s. All of the policies required under this Agreement shall contain an endorsement providing that the policies cannot be canceled or reduced except on thirty days’ prior written notice to the CITY. The CONSULTANT agrees to require its insurer to modify the certificates of insurance to delete any exculpatory wording stating that failure of the insurer to mail written notice of cancellation imposes no obligation, and to delete the word “endeavor” with regard to any notice provisions.
k. The insurance provided by the CONSULTANT shall be primary to any coverage available to the CITY. Any insurance or self-insurance maintained by the CITY, its officers, employees, agents, or volunteers, shall be in excess of CONSULTANT’s insurance and shall not contribute with it.
l. All insurance coverage provided pursuant to this Agreement shall not prohibit the CONSULTANT, and CONSULTANT’s employees, agents or subconsultants, from waiving the right of subrogation prior to a loss. The CONSULTANT hereby waives all rights of subrogation against the CITY.
m. Any deductibles or self-insured retentions must be declared to and approved by the CITY. At the option of the CITY, the CONSULTANT shall either reduce or eliminate the deductibles or self-insured retentions with respect to the CITY, or the CONSULTANT shall procure a bond guaranteeing payment of losses and expenses. n. Procurement of insurance by the CONSULTANT shall not be construed as a limitation of the CONSULTANT'S liability or as full performance of CONSULTANT’s duties to indemnify, hold harmless and defend under the indemnity covenants of this Agreement.

SECTION 16. SUBCONTRACT, ASSIGNMENT OR DELEGATION.

The CONSULTANT shall not subcontract, delegate, or assign its duties or rights hereunder, either in whole or in part, without the prior written consent of the CITY. Any proposed subcontract, delegation, or assignment shall provide a description of the services to be covered, identification of the proposed sub-Consultant, delegee, or assignee, and an explanation of why and how the same was selected, including the degree of competition involved.

Any subcontract, delegation or assignment shall be made in the name of the CONSULTANT and shall not bind or purport to bind the CITY and shall not release the CONSULTANT from any obligations under this Agreement including, but not limited to, the duty to properly supervise and coordinate the work of employees, assignees, delegees or sub-Consultants. No such subcontract, delegation or assignment shall result in any increase in the amount of total compensation payable to the CONSULTANT under the Agreement.

PROFESSIONAL SERVICES AGREEMENT NO. 4327

SECTION 17. NO WAIVER.

Waiver by any party hereto of any term, condition or covenant of this Agreement shall not constitute the waiver of any other term, condition, or covenant hereof.

SECTION 18. DISPUTE RESOLUTION; GOVERNING LAW.

Disputes regarding the interpretation or application of any provision(s) of this Agreement shall, to the extent reasonably feasible, be resolved through good faith negotiations between the Parties. If any action at law or in equity is brought to enforce this Agreement or because of alleged dispute, breach, default or misrepresentation in connection with the provisions of this Agreement, the prevailing party in such action shall be entitled to reasonable attorney’s fees, expert fees, costs and necessary disbursements incurred in that action or proceeding, in addition to such other relief as may be sought and awarded. The venue for any litigation shall be County of Los Angeles, California. The Parties agree that the covenants contained in this Section shall survive the expiration or termination of this Agreement.

SECTION 19. ATTORNEY’S FEES AND COSTS.

If litigation is reasonably required to enforce or interpret the provisions of this Agreement, the prevailing party in such litigation shall be entitled to an award of reasonable attorney's fees and costs in addition to any other relief to which it may be entitled.

SECTION 20. WARRANTIES.

Each of the parties represents and warrants to one another as follows:
a. It has received independent legal advice from its attorneys with respect to the advisability of entering into and executing this Agreement;
b. In executing this Agreement, it has carefully read this Agreement, knows the contents thereof, and has relied solely on the statements expressly set forth herein and has placed no reliance whatsoever on any statement, representation, or promise of any other party, or any other person or entity, not expressly set forth herein, nor upon the failure of any other party or any other person or entity to make any statement, representation or disclosure of any matter whatsoever; and
c. It is agreed that each party has the full right and authority to enter into this Agreement, and that the person executing this Agreement on behalf of either party has the full right and authority to fully commit and bind such party to the provisions of this Agreement.

SECTION 21. MISCELLANEOUS.
a. The descriptive paragraph headings of this Agreement are included for purposes of convenience only and shall not control or affect the construction of interpretation of any of its provisions.
b. Whenever the context hereof shall so require, the singular shall include the plural, the male gender shall include the female gender, and the neuter and vice versa. c. In case any one or more of the provisions contained in this Agreement shall for any reason

PROFESSIONAL SERVICES AGREEMENT NO. 4327

be held to be invalid, illegal, or unenforceable in any respect, such invalidity, illegality, or unenforceability shall not affect any other provision hereof and this Agreement shall be construed as if such invalid, illegal, or unenforceable provisions had never been contained herein. d. The representations and warranties made by the parties to this Agreement shall survive the consummation of the transaction herein described.
e. This Agreement may be signed in any one or more counterparts all of which taken together shall be but one and the same Agreement. Any signed copy of this Agreement or of any other document or agreement referred to herein, or copy or counterpart thereof, delivered by facsimile transmission, shall for all purposes be treated as if it were delivered containing an original manual signature of the party whose signature appears in the facsimile and shall be binding upon such party in the same manner as though an originally signed copy had been delivered. f. Each of the parties acknowledges that it has been represented by independent counsel of its own choosing, or if it has not been so represented, it has been admonished to obtain independent counsel and has freely and voluntarily waived and relinquished the right to counsel. Each party who has not obtained independent counsel acknowledges that the failure to have independent legal counsel will not excuse such party’s failure to perform under this Agreement or any agreement referred to in this Agreement.

SECTION 22. 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:

If to CITY: City of Montebello
Attn: Raul Alvarez, City Manager
1600 West Beverly Boulevard
Montebello, CA 90640
(323) 887-1200
Email: [email protected]
With a copy to: City of Montebello – City Clerk’s Office 1600 West Beverly Boulevard
Montebello, CA 90640
(323) 887 – 1200
Email: [email protected]
If to Consultant: A.O. Reed & Co.

Kris Fowler
2390 Bateman Ave.

Irwindale, CA 91010
(626) 433-5506
Email: [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

PROFESSIONAL SERVICES AGREEMENT NO. 4327

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 23. NON-DISCRIMINATION AND EQUAL OPPORTUNITY EMPLOYER.

In the performance of this Agreement, the CONSULTANT shall not discriminate against any employee, sub-Consultant, or applicant for employment because of race, color, creed, religion, sex, marital status, national origin, ancestry, age, physical or mental handicap, mental condition or sexual orientation. The CONSULTANT will take affirmative action to ensure that sub-Consultant and applicants are employed, and that employees are treated during employment, without regard to their race, color, creed, religion, sex, marital status, national origin, ancestry, age, physical or mental handicap, medical condition or sexual orientation.

SECTION 24. CONFLICT OF INTEREST.

The CONSULTANT covenants that it presently has no interest and shall not acquire any interest, direct or indirect, which may be affected by the services to be performed by the CONSULTANT under this Agreement, or which would conflict in any manner with the performance of its services hereunder. The CONSULTANT further covenants that, in performance of this Agreement, no person having any such interest shall be employed by it.

Furthermore, the CONSULTANT shall avoid the appearance of having any interest that would conflict in any manner with the performance of its services pursuant to this Agreement.

The CONSULTANT covenants not to give or receive any compensation, monetary or otherwise, to or from the ultimate vendor(s) of services to the CITY as a result of the performance of this Agreement, or the services that may be procured by the CITY as a result of the recommendations made by the CONSULTANT. The CONSULTANT's covenant under this section shall survive the termination of this Agreement.

SECTION 25. ENTIRE AGREEMENT.

This Agreement contains the entire understanding between the CITY and the CONSULTANT.

Any prior agreements, promises, negotiations or representations not expressly set forth herein are of no force or effect. Subsequent modifications to this Agreement shall be effective only if in writing and signed by each party. If any term, condition, or covenant of this Agreement is held by a court of competent jurisdiction to be invalid, void, or unenforceable, the remaining provisions of this Agreement shall be valid and binding.

SECTION 26. EXTENSION TO OTHER PUBLIC AGENCIES
Unless otherwise specified in writing, the CONSULTANT agrees that the prices, terms, and conditions identified in the Proposal (Exhibit “A”) and Agreement may be extended to other governmental agencies at the mutual agreement of both the public agency and awarded CONSULTANT. All requirements of the specifications, purchase orders, invoices, and payments with other agencies shall be directly with the CONSULTANT. CONSULTANT acknowledges and agrees to the extension of these contract terms to other governmental agencies conditioned upon the agreement of the CONSULTANT with the governmental agency. This provision in no way guaranteed that the CONSULTANT will agree to enter into a contract with a governmental agency pursuant to this Section.
[SIGNATURE PAGE TO FOLLOW]

PROFESSIONAL SERVICES AGREEMENT NO. 4327

IN WITNESS WHEREOF, the parties, through their respective authorized representatives, have executed this Agreement as of the date first written above. (“CITY”) (“CONSULTANT”)
CITY OF MONTEBELLO A.O. Reed & Co.

Raul Alvarez, City Manager Kris Fowler, Service Project Manager ATTEST:

Christopher Jimenez, City Clerk
APPROVED AS TO FORM:

Arnold M. Alvarez-Glasman, City Attorney
EXHIBITS:
• Exhibit A – Contractor's Proposal
• Exhibit B – Schedule of Compensation
• Exhibit C – Live Scan Fingerprinting Requirement

Prepared for:

City of Montebello RFP #25-10
1600 W. Beverly Blvd.

Montebello CA, 90640
2390 Bateman Ave.

Irwindale, CA 91010

PREVENTATIVE MAINTENANCE
REs June 10, 2025
Exhibit "A"

CONTRACTOR'S

PROPOSAL

2390 Bateman Ave. • Irwindale, CA 91010
(626) 446-1854 • www.aoreed.com

MECHANICAL CONTRACTOR
Contractor’s License No. # 7731
2 | P a g e
A.O. Reed & Co.

Quality Behind the Name
June 11, 2025
2390 Bateman Ave.· Irwindale, CA 91010
Phone (626) 446-1854
http://aoreed.com/

MECHANICAL CONTRACTOR
Contractor’s License No. 7731 Dir #1000000157
June 11, 2025
Preventative
Maintenance Proposal
City of Montebello RFP#25-10
1600 W. Beverly Blvd.

Montebello CA, 90640
James Coiner
Phone 323 887-1200
[email protected]
RE: Standard Preventative Maintenance
Service Program City Wide Locations
A.O. Reed & Co. is pleased to provide The City of Montebello with this Preventative Maintenance Service Program proposal for the HVAC equipment located at multiple sites within Montebello.

Through this solution-based maintenance program, A.O. Reed aims to help The City of Montebello reduce unplanned downtime for their staff and members by increasing equipment lifetime and reliability. A comprehensive preventative maintenance program is a proactive approach to avoid costly service calls that can put the equipment at risk. The enclosed program covers quarterly operational visits to test & inspect the HVAC equipment and one annual comprehensive visit to perform annual services. Please refer to our equipment tasking and service frequencies for a detailed scope of work.

Thank you for considering A.O. Reed for your HVAC supplier. Please call me if you have any questions or need further information. If this proposal is acceptable, please email a signed copy to my attention at [email protected].

Sincerely,
A.O. Reed & Co.

Kris Fowler
Kris Fowler
Service Project Manager
626-433-5506
[email protected]

2390 Bateman Ave. • Irwindale, CA 91010
(626) 446-1854 • www.aoreed.com

MECHANICAL CONTRACTOR
Contractor’s License No. # 7731
3 | P a g e
A.O. Reed & Co.

Quality Behind the Name

ABOUT US
A.O. Reed is one of the most reputable mechanical contracting companies built on excellence, integrity, customer satisfaction, and top-quality expertise. Since 1914, A.O. Reed has taken pride in building and servicing memorable projects throughout Southern California. We have gained the trust of top customers and clients by providing cost-effective budgets and exceptional service while maintaining aggressive schedules.

A.O. Reed is very proud to have won the Top Workplaces USA award issued by Energage. The Top Workplaces program has been around for sixteen years and has surveyed over 20 million employees. Over 72,000 companies were invited to participate in this year’s survey. Energage analyzes employee feedback from A.O. Reed’s company-wide survey and compares the results with other industries throughout the nation. Based on our positive employee feedback, we won the national award! A.O. Reed & Co. was founded in 1914, and incorporated on September 19, 1929. Since then, the company has been a leading mechanical contractor specializing in HVAC, plumbing, and service. A.O. Reed’s headquarters includes offices, fabrication shops, and storage structures.

SERVICE CAPABILITIES
A.O. Reed has established a service team in San Diego for decades. We have recently expanded to a Los Angeles office.

Together, we have a strong and diversified team that can take on HVAC and plumbing service needs throughout Southern California. We have over 130 service vans that are ready for your service! We provide that “small business” feel for a large mechanical contracting company. A.O. Reed groups a small, diverse crew of service technicians to achieve this goal in specific work zones. This lets our technicians know the equipment, the property, and the customer. When we arrive, we can move efficiently and respond quickly to our customers’ needs.

A.O. Reed’s service team provides a personalized experience for our customers. We assign a dedicated project manager to each customer. The project manager will work closely with the customer to understand their assets, property, and ownership goals. We guarantee that each need or request is customized to the customer's expectations.

A.O. Reed integrates a web-based service management platform with a 24-hour hotline for customers’ emergency HVAC or plumbing needs. When our service professionals answer the service and emergency calls, they will have full access to all assets under our preventive maintenance programs. Call (877) 247-8437 (Los Angeles area) for emergency service requests.

The HVAC and plumbing systems are the heart and lungs of any facility, so the most critical decision to protect those systems is choosing the most experienced and trusted mechanical contractors. We can leverage specific requirements and project goals by collaborating at the onset. From there, A.O. Reed can design the most responsive, optimized maintenance program at minimum cost. Our professional service technicians provide the most positive results, whether plumbing, backflow, HVAC, or digital controls.

2390 Bateman Ave. • Irwindale, CA 91010
(626) 446-1854 • www.aoreed.com

MECHANICAL CONTRACTOR
Contractor’s License No. # 7731
4 | P a g e
A.O. Reed & Co.

Quality Behind the Name

2390 Bateman Ave. • Irwindale, CA 91010
(626) 446-1854 • www.aoreed.com

MECHANICAL CONTRACTOR
Contractor’s License No. # 7731
5 | P a g e
A.O. Reed & Co.

Quality Behind the Name

2390 Bateman Ave. • Irwindale, CA 91010
(626) 446-1854 • www.aoreed.com

MECHANICAL CONTRACTOR
Contractor’s License No. # 7731
6 | P a g e
A.O. Reed & Co.

Quality Behind the Name

2390 Bateman Ave. • Irwindale, CA 91010
(626) 446-1854 • www.aoreed.com

MECHANICAL CONTRACTOR
Contractor’s License No. # 7731
7 | P a g e
A.O. Reed & Co.

Quality Behind the Name

2390 Bateman Ave. • Irwindale, CA 91010
(626) 446-1854 • www.aoreed.com

MECHANICAL CONTRACTOR
Contractor’s License No. # 7731
8 | P a g e
A.O. Reed & Co.

Quality Behind the Name

2390 Bateman Ave. • Irwindale, CA 91010
(626) 446-1854 • www.aoreed.com

MECHANICAL CONTRACTOR
Contractor’s License No. # 7731
9 | P a g e
A.O. Reed & Co.

Quality Behind the Name

2390 Bateman Ave. • Irwindale, CA 91010
(626) 446-1854 • www.aoreed.com

MECHANICAL CONTRACTOR
Contractor’s License No. # 7731
10 | P a g e
A.O. Reed & Co.

Quality Behind the Name

LETTER OF INTEREST
A.O. Reed & Co. has a great interest in being considered for the Maintenance contract for the City. Our availability and dedicated time to our jobs are above the rest. We have personnel and resources that are always ready to always go. A.O. Reed & Co. will continue to always commit to our vendors in a professional manner. Planning and scheduling are a big part of what we do to help assist our vendors’ success. We will meet with the city to set up a schedule that meets the parties involved at their best times.

PROJECT UNDERSTANDING AND APPROACH
A.O. Reed & Co. has demonstrated great understanding of many projects in our 114 yrs worth of experience. Our approach to a successful job consists of our communication and our teams that are trained in their field. The vendors that we work for will be notified of a schedule then a meeting will be held to review. Once we have an agreement we can ask for questions or adjustments to be agreed upon.

RELEVANT EXPERIENCE
A.O. REED & Co. works with many vendors providing services and projects. East West Bank, Eastern Municipal Water District, and City of Highland are but of many vendors we provide services for that match this scale of work.

2390 Bateman Ave. • Irwindale, CA 91010
(626) 446-1854 • www.aoreed.com

MECHANICAL CONTRACTOR
Contractor’s License No. # 7731
11 | P a g e
A.O. Reed & Co.

Quality Behind the Name

REFERENCES

2390 Bateman Ave. • Irwindale, CA 91010
(626) 446-1854 • www.aoreed.com

MECHANICAL CONTRACTOR
Contractor’s License No. # 7731
12 | P a g e
A.O. Reed & Co.

Quality Behind the Name

CONFLICT OF INTEREST STATEMENT
A.O. REED & CO. is currently under contract with the Montebello Transportation Depot. We are providing maintenance for the entire site for the HVACR systems along with the controls, space heaters and boilers.

Contact information :

Cesar Lopez : Facilities Maintenance Manager
Phone: 323-558-1625 ext. 1303
Email: [email protected]

2390 Bateman Ave. • Irwindale, CA 91010
(626) 446-1854 • www.aoreed.com

MECHANICAL CONTRACTOR
Contractor’s License No. # 7731
13 | P a g e
A.O. Reed & Co.

Quality Behind the Name

EQUIPMENT

2390 Bateman Ave. • Irwindale, CA 91010
(626) 446-1854 • www.aoreed.com

MECHANICAL CONTRACTOR
Contractor’s License No. # 7731
14 | P a g e
A.O. Reed & Co.

Quality Behind the Name

2390 Bateman Ave. • Irwindale, CA 91010
(626) 446-1854 • www.aoreed.com

MECHANICAL CONTRACTOR
Contractor’s License No. # 7731
15 | P a g e
A.O. Reed & Co.

Quality Behind the Name

2390 Bateman Ave. • Irwindale, CA 91010
(626) 446-1854 • www.aoreed.com

MECHANICAL CONTRACTOR
Contractor’s License No. # 7731
16 | P a g e
A.O. Reed & Co.

Quality Behind the Name

2390 Bateman Ave. • Irwindale, CA 91010
(626) 446-1854 • www.aoreed.com

MECHANICAL CONTRACTOR
Contractor’s License No. # 7731
17 | P a g e
A.O. Reed & Co.

Quality Behind the Name

2390 Bateman Ave. • Irwindale, CA 91010
(626) 446-1854 • www.aoreed.com

MECHANICAL CONTRACTOR
Contractor’s License No. # 7731
18 | P a g e
A.O. Reed & Co.

Quality Behind the Name

2390 Bateman Ave. • Irwindale, CA 91010
(626) 446-1854 • www.aoreed.com

MECHANICAL CONTRACTOR
Contractor’s License No. # 7731
19 | P a g e
A.O. Reed & Co.

Quality Behind the Name

2390 Bateman Ave. • Irwindale, CA 91010
(626) 446-1854 • www.aoreed.com

MECHANICAL CONTRACTOR
Contractor’s License No. # 7731
20 | P a g e
A.O. Reed & Co.

Quality Behind the Name

2390 Bateman Ave. • Irwindale, CA 91010
(626) 446-1854 • www.aoreed.com

MECHANICAL CONTRACTOR
Contractor’s License No. # 7731
21 | P a g e
A.O. Reed & Co.

Quality Behind the Name

2390 Bateman Ave. • Irwindale, CA 91010
(626) 446-1854 • www.aoreed.com

MECHANICAL CONTRACTOR
Contractor’s License No. # 7731
22 | P a g e
A.O. Reed & Co.

Quality Behind the Name

2390 Bateman Ave. • Irwindale, CA 91010
(626) 446-1854 • www.aoreed.com

MECHANICAL CONTRACTOR
Contractor’s License No. # 7731
23 | P a g e
A.O. Reed & Co.

Quality Behind the Name

2390 Bateman Ave. • Irwindale, CA 91010
(626) 446-1854 • www.aoreed.com

MECHANICAL CONTRACTOR
Contractor’s License No. # 7731
24 | P a g e
A.O. Reed & Co.

Quality Behind the Name

2390 Bateman Ave. • Irwindale, CA 91010
(626) 446-1854 • www.aoreed.com

MECHANICAL CONTRACTOR
Contractor’s License No. # 7731
25 | P a g e
A.O. Reed & Co.

Quality Behind the Name

2390 Bateman Ave. • Irwindale, CA 91010
(626) 446-1854 • www.aoreed.com

MECHANICAL CONTRACTOR
Contractor’s License No. # 7731
26 | P a g e
A.O. Reed & Co.

Quality Behind the Name

SERVICE FREQUENCIES
QUARTERLY OPERATIONAL (4x per year)
• Test and Inspect: Package Units/RTU, Chillers, Ice machines, Split Systems, Boilers, drives, pumps, and Exhaust Fans
• Record and report in notes.
• Replace filters with Merv-13
ANNUAL COMPREHENSIVE (1x per year)
• Belt Replacements: Package Units/RTU, Split Systems, and Exhaust Fans • Condenser Coil Cleaning: Package Unit/RTU and Split Systems condenser. • Grease all fittings as needed.
• Ice Machine maintenance to follow the manufacturers specifications.

EXCLUSIONS
• HEPA Filters
• MERV-10 Filters
• Anything not mentioned in this proposal.

REPAIRS
• Any repairs or recommendations found during the preventative maintenance will be quoted separately.

DELIVERABLES
At the completion of each service inspection, a service report will be provided, noting the work done, materials used, and any recommendations for repairs or additional services.

2390 Bateman Ave. • Irwindale, CA 91010
(626) 446-1854 • www.aoreed.com

MECHANICAL CONTRACTOR
Contractor’s License No. # 7731
27 | P a g e
A.O. Reed & Co.

Quality Behind the Name

EQUIPMENT TASKING

PACKAGE UNIT/ RTU
Quarterly Operational

1. Filter Replacement.

2. Visually check all piping and coils for visible refrigerant leaks or water leaks.

3. Visually check the coils for damage.

4. Visually check all electrical outlets for burnouts or possible rub-outs.

5. Inspect electrical for burn marks on control boards or the cabinet.

6. Check contactors for pitting on contacts.

7. Tighten all electrical connections.

8. Clean out the electrical area.

9. Check the condensate pan for debris and deficiencies.

10. Blow out the drain line and prime the “P” trap.

11. Visually check the blower section for dirt and debris.

12. Check for any unusual vibrations or noises.

13. Check the belts for proper tension and adjust, if needed.

14. Check the economizer for proper operations.

15. Place the unit back into service and confirm proper operation.

16. Clean up and dispose of dirty filters if necessary.

Annual Comprehensive

1. Filter replacement.

2. Visually check all piping and coils for visible refrigerant leaks or water leaks.

3. Visually check the coils for damage.

4. Wash condenser coils with fresh water or Green. Clean out the compressor section.

5. Visually check all electrical for burnouts or possible rub-outs.

6. Inspect electrical for burn marks on control boards or in the cabinet.

7. Check contactors for pitting on contacts.

8. Tighten all electrical connections.

9. Clean out the electrical area.

10. Check the condensate pan for debris and deficiencies.

11. Blow out the drain line and prime the “P” trap.

12. Visually check the blower section for dirt and debris.

13. Check for any unusual vibrations or noises.

14. Replace the belt if needed and set alignment and proper tension.

15. Check the economizer for proper operations lubricate linkages.

16. Check the temperature splits across the coils, evaporator, and condenser.

17. Place the unit back into service and confirm proper operation.

18. Clean up and dispose of dirty filters.

2390 Bateman Ave. • Irwindale, CA 91010
(626) 446-1854 • www.aoreed.com

MECHANICAL CONTRACTOR
Contractor’s License No. # 7731
28 | P a g e
A.O. Reed & Co.

Quality Behind the Name

SPLIT SYSTEM
Quarterly Operational

1. Filter replacement.

2. Visually check all piping and coils for visible refrigerant leaks or water leaks.

3. Visually check the coils for damage.

4. Visually check all electrical for burnouts or possible rub-outs.

5. Inspect electrical for burn marks on control boards or the cabinet.

6. Check contactors for pitting on contacts.

7. Tighten all electrical connections.

8. Clean out the electrical area.

9. Check the condensate pan for debris and deficiencies.

10. Blow out the drain line and prime the “P” trap.

11. Inspect the secondary drain pan and condensate pump, if applicable.

12. Visually check the blower section for dirt and debris.

13. Check for any unusual vibrations or noises.

14. Check the belts for proper tension and adjust them if needed.

15. Place the unit back into service and confirm proper operation.

16. Clean up and dispose of dirty filters as needed.

Annual Comprehensive

1. Filter replacement.

2. Visually check all piping and coils for visible refrigerant leaks or water leaks.

3. Visually check the coils for damage.

4. Wash condenser coils with fresh water or Green. Clean out the compressor section.

5. Visually check all electrical for burnouts or possible rub-outs.

6. Inspect electrical for burn marks on control boards or in the cabinet.

7. Check contactors for pitting on contacts.

8. Tighten all electrical connections.

9. Clean out the electrical area.

10. Check the condensate pan for debris and deficiencies.

11. Blow out the drain line and prime the “P” trap.

12. Inspect the secondary drain pan and condensate pump, if applicable.

13. Visually check the blower section for dirt and debris.

14. Check for any unusual vibrations or noises.

15. Replace the belt and set alignment and proper tension.

16. Check the temperature splits across the coils, evaporator, and condenser.

17. Place the unit back into service and confirm proper operation.

18. Clean up and dispose of dirty filters if necessary.

2390 Bateman Ave. • Irwindale, CA 91010
(626) 446-1854 • www.aoreed.com

MECHANICAL CONTRACTOR
Contractor’s License No. # 7731
29 | P a g e
A.O. Reed & Co.

Quality Behind the Name
BOILER
Quarterly Operational

1. Inspect the boilers while they’re running before we shut down. Check for any visible leaks, damage, or corrosion.

2. LOTO boiler.

3. Check the pressures coming in the loop from the makeup water. Ensure the pressure reading is the same as the indicated pressure on the regulator.

4. Check the pressure relief for proper operations.

5. Inspect the air filter and wash.

6. Remove panels and inspect the blower wheels and cabinet.

7. Check the hot surface ignitor and flame rod sensor. Hot surface ignitors should have a reading between 40-90 ohms.

8. Check the operation of the flow switch.

9. Place the unit back into service and confirm proper operation.

10. Check the air gap on the expansion tank.

Annual Comprehensive

1. Inspect the boilers while they’re running before we shut down. Check for any visible leaks, damage, or corrosion.

2. LOTO boiler.

3. Remove all the panels from the boiler.

4. Inspect the air filter and clean it.

5. Remove gas lines inside the boiler.

6. Remove the burner section, inspect the burners, and clean out the soot that accumulates in the bottom of the burner section.

7. Record any deficiencies found in the burner section.

8. Put the burner section and the gas lines back together.

9. Replace the hot surface ignitor and flame rod sensor if necessary.

10. Isolate the boiler water piping and drain the boiler.

11. Remove the low water cut out and clean.

12. Check the flow switch for proper operation.

13. Check the coupling on the circulating pumps for abnormal wear.

14. Put panels back in the unit and start the boiler.

15. Check the make-up water inlet pressure and outlet pressure. Ensure proper operations.

16. Check the reliefs on the boiler.

17. Set an air gap on the expansion tank if necessary.

18. Check the gas pressure and adjust to proper gas flow.

19. Check safe ties for proper operations.

20. Place unit back into operation, confirm proper operation.

2390 Bateman Ave. • Irwindale, CA 91010
(626) 446-1854 • www.aoreed.com

MECHANICAL CONTRACTOR
Contractor’s License No. # 7731
30 | P a g e
A.O. Reed & Co.

Quality Behind the Name

VARIABLE FREQUENCY DRIVE (VFD)
Operational

1. Check all control wire connections; tighten as necessary.

2. Check line and load wire connections; tighten as necessary.

3. Check control boards and capacitors for evidence of hot spots or corrosion if accessible.

4. Check heat sink for dust and dirt accumulation; report if cleaning required.

5. Check heat sink cooling fan operation.

6. Check enclosure filters if applicable; clean as needed.

7. Check enclosure cooling fan operation if applicable.

8. Check the enclosure heater operation if applicable.

Annual

1. Check and tighten all control wiring connections.

2. Check and tighten line and load wire connections.

3. Check control boards and capacitors for evidence of hot spots or corrosion if accessible.

4. Clean heatsink using dry nitrogen and a vacuum.

5. Clean heat sink cooling fan and check operation.

6. Clean enclosure filters; replace if specified.

7. Clean enclosure cooling fan and check operation.

8. Check enclosure heater operation.

9. Clean enclosure cabinet.

2390 Bateman Ave. • Irwindale, CA 91010
(626) 446-1854 • www.aoreed.com

MECHANICAL CONTRACTOR
Contractor’s License No. # 7731
31 | P a g e
A.O. Reed & Co.

Quality Behind the Name

EXHAUST FANS
Quarterly Operational

1. LOTO exhaust fan.

2. Remove covers and guards to access the belt and motor.

3. Inspect belts for cracks and abnormal wear.

4. Check the belt for proper tension.

5. Check the pulley alignment. Check pulleys for abnormal wear.

6. Check fan and housing for cleanliness.

7. Remove LOTO and start-up EF. Check for any unusual noises or vibrations.

Annual Comprehensive

1. LOTO exhaust fan.

2. Remove covers and guards to access the belt and motor.

3. Replace belt(s) check pulleys for abnormal wear.

4. Adjust alignment and tension on the belt.

5. Check fan and housing for cleanliness. Clean out the electrical area.

6. Grease bearings.

7. Remove LOTO and start-up EF. Check for any unusual noises or vibrations.

AIR COMPRESSOR (If Applicable)
Quarterly Operational

1. Drain the tank and check the traps.

2. Check belts, sheaves, and filter.

3. Change the suction filter, as required.

4. Analyze motor operating conditions and lubricate.

5. Check the PE switch, starter, and alternator.

6. Record compressor run time.

7. Clean the area around the equipment.

Annual Comprehensive

1. Drain the tank and check the traps.

2. Change the oil and check the oil pressure.

3. Check belt and sheaves; change as specified in Service Frequency.

4. Replace air filter.

5. Inspect the unloader and check the valve.

6. Inspect high-pressure safety valve.

7. Analyze motor operating conditions and lubricate.

8. Check PE switch, starter, and alternator.

9. Record compressor run time.

10. Clean area around the equipment.

2390 Bateman Ave. • Irwindale, CA 91010
(626) 446-1854 • www.aoreed.com

MECHANICAL CONTRACTOR
Contractor’s License No. # 7731
32 | P a g e
A.O. Reed & Co.

Quality Behind the Name

COMPONENT COSTS

2390 Bateman Ave. • Irwindale, CA 91010
(626) 446-1854 • www.aoreed.com

MECHANICAL CONTRACTOR
Contractor’s License No. # 7731
33 | P a g e
A.O. Reed & Co.

Quality Behind the Name

PREVENTATIVE MAINTENANCE SERVICE AGREEMENT
THIS AGREEMENT IS ISSUED TO:

City Of Montebello
COVERING THE FOLLOWING EQUIPMENT LOCATED AT:

RFP #25-10 locations
CONTRACT TERM: 3 YR 1 PLUS 1 EXTENSION 5 TOTAL
July 2025-July ,2028 (Actual start date to be determined by contractual documents) EXTENSION OPTION Yr. 1- 2028 - 2029 Yr. 2- 2029 - 2030
BASE PRICING: NOT TO EXCEED
Year(s) Period Yearly Total Billing
Frequency Payment
Year 1 July 2025 - July ,2026 $80,532.00 Quarterly $20,133.00 Year 2 July 2026 - July, 2027 $82,545.00 Quarterly $20,636.00 Year 3 July 2027 - July, 2028 $84,608.00 Quarterly $21,152.00 Year 4 July 2028 - July, 2029 $86,723.00 Quarterly $21,680.00 Year 5 July 2029 - July, 2030 $88,891.00 Quarterly $22,222.00 Inspection and Maintenance
We agree to perform inspection and maintenance services, as indicated below, for a period of 3 years(s) as detailed in this agreement. There is an option for a 1 plus 1 add so 2 additional years.

The inspection and maintenance services to be performed as part of this agreement include:

1. Regular preventive maintenance (see Maintenance guideline).

2. Additional services may be included in the attachments to this agreement.

The services outlined in this agreement will be performed during normal working hours.

THIS QUOTE IS VALID FOR 60 DAYS FROM THE DATE OF SUBMITTAL A.O. REED & CO. APPROVAL CUSTOMER ACCEPTANCE
Kris Fowler The City of Montebello
Service Project Manager Name: ______________________ _________ Title: _____________________ _________
DATE 6/11/25 DATE
Signature Signatur

2390 Bateman Ave. • Irwindale, CA 91010
(626) 446-1854 • www.aoreed.com

MECHANICAL CONTRACTOR
Contractor’s License No. # 7731
34 | P a g e
A.O. Reed & Co.

Quality Behind the Name

GENERAL PROVISIONS
CLARIFICATIONS:

Repair Service
Repair service requested by the customer and not covered under the contract will be provided at our current hourly rate. Repair workmanship is guaranteed for 60 days from the date of repair.

Warranty Service
Warranty work will be provided during normal working hours.

Payment Schedule
Payments are due as follows:
• Net 30 Terms
• Acceptable forms of payment are either: (a) Check or (b) ACH Transfer EXCLUSIONS:

There shall be no liability under this agreement for the following:

1. Any default, delay in performance, or extraordinary damage caused by any contingency beyond our control, including war, government restrictions or restraints, strikes, fire, floods, or short or reduced supply of any material or furnished products.

2. Any consequential damage of any nature, including damage arising from failure of a component part of the included equipment or the inspection, maintenance, or repair of said equipment.

3. Any duplicate protection provided under any other existing warranty or contract.

4. System design or performance in maintaining design conditions except through failures of equipment specifically covered herein.

5. Failure to discover conditions necessitating repairs or replacement.

6. Fees associated with registering A.O. Reed as an approved vendor and/or third-party accounting systems requiring fee registrations for payment. A.O. Reed reserves the right to recoup these costs from the customer.

This agreement does not cover electrical service, ductwork and insulation, recording instruments, water supply and drains, air volume adjustment, plumbing or piping, work required by the government and other codes and regulations, or any services performed beyond those specifically enumerated herein.

CONDITIONS:

The only parties to this agreement are the customer and A.O. Reed. While A.O. Reed is committed to providing First-Class Service to our customers, we recognize that contractual agreements may not be mutually satisfactory. Therefore, we offer term cancellation by either the customer or contractor providing 30 days’ notice, with or without cause.

This agreement shall be void if the included systems have been subject to misuse, negligence, accident, fire, lightning, windstorm, or vandalism or if the equipment has been tampered with or altered in any way or operated contrary to the manufacturer's specifications. The services under this agreement are not guaranteed against obsolescence or normal wear. Nor shall inspections be construed as an approval or guarantee of the condition of the equipment. The warranties and obligations set forth herein are in lieu of all other warranties and liabilities expressed or implied in law or in fact include the implied warranties of merchantability and fitness for particular use.

SERVICE AVAILABILITY:

A.O. Reed & Co.’s service staff is available to our customers 24 hours a day, 7 days a week. A qualified repair technician and a field supervisor are on call after regular working hours. Our emergency answering service will contact them as soon as your call is received. We offer a response time of two hours in most emergency conditions. Additional technicians will be placed on call as backup in extreme temperature conditions, such as heat spells and freezing. Emergency calls, repairs, or services not included in preventative maintenance are billed additional, as authorized, at A.O. Reed & Co.’s current contract customer labor rates.

Service calls are billed for a two-hour minimum.

All labor rates are based on current Union Contracts and are subject to change annually. 24/7 Service: (877) 247-8437

2390 Bateman Ave. • Irwindale, CA 91010
(626) 446-1854 • www.aoreed.com

MECHANICAL CONTRACTOR
Contractor’s License No. # 7731
35 | P a g e
A.O. Reed & Co.

Quality Behind the Name

VALUE ADDED
• With over 110 years of experience, A.O. Reed has the highest retention of technicians in the industry, amounting to over 2 million hours of current field experience and technical support.
• Our service team’s tenure averages over nine years; it is not unusual for some to be here for over half their lifetime. Our service technicians are versatile, well-trained craftsmen who meet every customer’s unique set of expectations.
• A.O. Reed employees receive no commissions or bonuses of any type. Our philosophy is to give you the lowest cost and highest value while suggesting only what is needed. • The emergency service response time is 2 hours or less, 24/7. • A.O. Reed technicians must continually upgrade their mechanical and safety skills by utilizing the most up-to-date training techniques and keeping current on required certifications.
• A.O. Reed’s volume and purchasing power guarantee preferred vendor pricing, passed on to our customer base.
• A.O. Reed also has an excellent commercial-industrial plumbing service available 24/7. • Union-trained technicians are utilized for Preventive Maintenance (PM) inspections to ensure that equipment is properly tested and diagnosed. • Technicians are encouraged to be customers' main point of contact and take ownership of their accounts, with direct communication to facility personnel. • A.O. Reed maintains several specialized project teams to estimate and execute mediumsized jobs quickly and efficiently. • All A.O. Reed Service Technicians have a tablet, a valuable tool for quicker and more efficient dispatching and service tasking capabilities. • Additional A.O. Reed services include:
◊ Energy Audits & Efficiency Projects
◊ Commercial and Industrial Plumbing
◊ Engineering Services
◊ Air Balancing, Cleanroom Certification, Calibration
◊ Sheet Metal Fabrication
◊ Process Skid Manufacturing
◊ LEED Certification Assistance
◊ Building Automation & Industrial Controls

Exhibit “B”

SCHEDULE OF COMPENSATION
FY 2025-26: Jun. 30, 2025 - Jul. 1, 2026 $80,532
FY 2026-27: Jul. 1, 2026 – Jun 30, 2027 $82,545
FY 2027-28: Jul. 1, 2027 – Jun 30, 2028 $84,608
FY 2029-30 Extension: Jul. 1, 2028 – Jun 30, 2029 $86,723 FY 2030-31 Extension: Jul. 1, 2029 – Jun 30, 2030 $88,891 An additional $200,000 per fiscal year will be allocated for repair services that are outside of the scope of the HVAC preventative maintenance services described in the RFP.

An additional one-time allocation of $175,000 will be encumbered for HVAC services at the Montebello Fire Station 56.

Exhibit “C”

LIVE SCAN FINGERPRINTING REQUIREMENT
The CONSULTANT may be required to successfully pass a Department of Justice fingerprinting background check (“Live Scan”) performed by a certified fingerprinting service provider or at the City of Montebello Police Department.

The CONSULTANT shall be responsible for obtaining the Live Scan for its staff and shall bear the cost thereof. The agency completing the fingerprints must provide the City of Montebello Human Resources with the background check results and subsequent records for review. The CONSULTANT may be required to obtain a “Temporary Consultant’s Badge” issued by the City of Montebello Human Resources prior to performing work on-site.

ITEM # 31

CITY OF MONTEBELLO

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

BY: Cesar Roldan, Director of Public Works
SUBJECT: AWARD PROFESSIONAL SERVICES AGREEMENT NO. 4354 TO

CRAFCO TO PROVIDE SUPPLY AND DELIVERY OF ASPHALT

REPAIR MATERIALS
DATE: June 25, 2025
RECOMMENDATIONS:

It is recommended that the City Council:

1. Award Professional Services Agreement No. 4354 to Crafco to provide Supply and Delivery of Asphalt Repair Materials for three (3) year term, with two (2) one-year extension options, for a not-to-exceed annual amount of $80,000 ($240,000 total over the initial three-year term); and,

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

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

FISCAL IMPACT:

The proposed agreement (Attachment A) has a not-to-exceed amount of $80,000 annually. Funding for asphalt materials has been included in the proposed Fiscal Year 2025–26 budget, utilizing Gas Tax (Fund 200) funding. Expenditures will be made on an as-needed basis throughout the year for pothole patching, street repairs and routine roadway maintenance . The agreement will run from July 2025 through June 2028, with the option to extend for two (2) additional, one (1) year terms.

BACKGROUND/DISCUSSION:

On May 15, 2025, the City of Montebello issued Request for Quotations (RFQ) No. 25- 06 seeking qualified vendors to supply and deliver asphalt repair materials. RFQ 25-06 was released as part of a broader Public Works procurement initiative to streamline

CITY COUNCIL AGENDA REPORT - MEETING OF JUNE 25, 2025

access to essential materials while improving transparency, pricing consistency, and administrative efficiency.

Historically, the City has acquired asphalt materials through informal bidding procedures, typically keeping purchase amounts under $49,999 City Manager authority to avoid triggering formal bidding requirements. While expedient, this approach did not guarantee the best pricing or access to the most effective materials. Transitioning to a formal RFQ process promotes equal opportunity among vendors, strengthens fiscal accountability, and ensures the City receives competitive and reliable product offerings.

ENVIRONMENTAL:

N/A
ANALYSIS:

Crafco was the responding vendor to RFQ 25-06 and submitted a responsive and detailed quote for a range of asphalt materials required by the City. Their proposal includes:
• HP ER Cold Patch (Bulk) – $210.65/ton
• Tack Emulsion (5-gallon pails) – $70.00/each
As described in the RFQ, the scope of services includes the supply of:
• Cold Patch Asphalt – For temporary/emergency pothole repair • Hot Mix Asphalt – For permanent, scheduled street repair (available via delivery or pickup)
• Asphalt Emulsions – For sealing, bonding, and patching applications Crafco is a nationally respected supplier of pavement preservation products, known for high-performance materials that meet local and state standards. They provide flexible delivery options, support bulk orders, and offer direct communication with technical and customer service representatives. The vendor also allows same-day pickups and realtime pricing through direct ordering and catalog access.

This agreement has an initial term of three years, through June 30, 2028, with two optional one-year extensions based on vendor performance and budget availability.

Terms include flexible fulfillment methods, responsive customer support, product warranty assistance, and substitution controls to ensure continuity of service and quality.

SUMMARY:

Staff recommend the City Council approve Agreement No. 4354 (Attachment A) with Crafco for the supply and delivery of asphalt repair materials, in an amount not to exceed $80,000 annually ($240,000 over the initial three year term). This agreement provides