May 13, 2024
Thuan Nguyen, P.E.
Senior Civil Engineer
Los Angeles County Public Works
900 S Fremont Ave
Alhambra, CA 91803
[email protected]
Subject: Scope of Work and Cost Estimate for the Development and Implementation of a Dominguez Channel Estuary Sediment Assessment Study and Updates to the Contaminated Sediment Management Plan
Dear Mr. Nguyen,
The Dominguez Channel Estuary (DCE) is subject to the Total Maximum Daily Load for Toxic Pollutants in Dominguez Channel and Greater Los Angeles and Long Beach Harbor Waters (Toxics TMDL), which was was adopted by the Los Angeles Regional Water Quality Control Board (Regional Board) on May 5, 2011 and became effective on March 23, 2012. In response to requirements in the Toxics TMDL, the DCE Contaminated Sediment Management Plan (CSMP) was developed to support the long-term recovery of sediment and water quality in the Dominguez Channel Watershed. The California Department of Transportation, City of Carson, City of Long Beach, City of Los Angeles, City of Torrance, Los Angeles County, and Los Angeles County Flood Control District are party to the DCE CSMP (DCE CSMP Participating Agencies [PA]). Revisions to the Toxics TMDL were adopted by the Regional Board on October 13, 2022 and approved by the State Water Resources Control Board (State Board) on January 17,2024. The revised TMDL is not yet effective and is awaiting approval by the Office of Administrative Law (OAL). The revised TMDL includes a new implementation requirement, whereby responsible parties must revise Contaminated Sediment Management Plans (CSMPs), “to include milestones with specific plans and associated completion dates for remediating identified hot spots.” The amount of time provided to make these updates depends on whether hot spots have already been identified as of the (to be determined) effective date of the revised TMDL or are identified in the future. Updates based on existing hot spots must be submitted, “30 days after the effective date of the revised TMDL,” while updates based on hot spots identified in the future are required, “16 months after hot spot(s) are identified and confirmed.” Regional Board staff have indicated to the PA that a remediation plan should be developed to address TMDL pollutants in the DCE. However, little information is available regarding the spatial extent of contamination in the DCE and no information is available related to the extent to which the TMDL pollutants are leading to impairment of beneficial uses based on the State’s Sediment Quality Policy (SQP) Scope of Work and Cost Estimate Page 2 May 2024
Dominguez Channel Estuary
Sediment Study Work Plan
as they relate to direct effects. Development of a DCE Remediation Plan at this time would be based on limited data that could result in the selection of an inappropriate remedial solution.
Larry Walker Associates (LWA) appreciates the opportunity to provide Los Angeles County (as the lead of the DCE CSMP), the following scope and budget outlining a phased approach to comply with the update requirements. LWA has assembled a highly qualified team of experienced professionals to assist this effort. LWA Team members include MBC Aquatic Sciences (MBC), which has provided marine sediment, water quality, and biological sampling throughout southern California; Pacific EcoRisk (PER), a highly recognized environmental toxicology laboratory; and Physis Environmental Laboratories, a leader in lowdetection analytical reporting.
Approach
The LWA Team’s approach considers the development of the DCE Remediation Plan as a multi-part process. The first step in the process will be to conduct a Sediment Assessment Study utilizing Sediment Quality Objective (SQO) and Stressor Identification methodologies, as appropriate, to identify the levels and cause(s) of impairment in the DCE sediment consistent with the State’s SQP related to direct effects.
The Study will focus on characterizing surficial sediments (upper 5 centimeters) within the DCE channel to understand the spatial extent of pollutant concentrations and effects as well as in the upper sub-surface sediments (expected to be the upper 1 meter) within the DCE channel to understand the potential outcomes of remediation through dredging. Historical data and data collected as part of this Study, as outlined in the Work Plan developed as outlined in Task 2 below, will be utilized to support the characterization. If an impairment is indicated and remediation of the sediments is determined by the DCE CSMP PA as an appropriate method for addressing the impairment, a DCE Remediation Plan may be needed. The DCE Remediation Plan will need to be developed by a specialized engineering and design consultant and is not included in the LWA Team scope of work. Information from the Sediment Assessment Study, DCE Remediation Plan, and other relevant information (e.g., the DC Watershed Management Program [WMP]) will support an update of the CSMP.
Proposed Scope of Work
It is anticipated that the preparation and implementation of the Sediment Assessment Study Work Plan and the CSMP update will include internal consultation meetings with the LWA Team, County, and DCE CSMP PA. In addition, it is anticipated that the LWA Team will provide support to the County in obtaining approval for the Work Plan and Sediment Assessment Study Report from the Regional Board.
Task 1. Meetings and Communication
At the direction of the County Project Manager, the LWA Team will prepare for and participate in meetings and conference calls to support the project. The following virtual meetings/calls are proposed:
• Permittee Coordination: The LWA Team will prepare for and participate in up to nine meetings with the County and the other DCE CSMP PA.
• Regional Board Coordination: The LWA Team will prepare for and participate in up to six meetings with the County and Regional Board staff.
Scope of Work and Cost Estimate Page 3 May 2024
Dominguez Channel Estuary
Sediment Study Work Plan
Deliverables
• Summary of meeting or conference call purpose, participants, decisions, and action items for the following meetings and conference calls:
o Permittee Coordination Meetings (9)
o Regional Board Coordination (6)
o Draft and Final PowerPoint Presentation in support of Regional Board Meetings (2) Task 2. Work Plan Development
The approach to the Sediment Assessment Study will be similar to studies performed for the Ballona Creek Estuary and Marina del Rey and will address benthic infauna, sediment chemistry, and sediment toxicity.
The Study will utilize existing information and data collected as part of this effort to (1) determine current sediment conditions; (2) attempt to identify sources/causes of sediment toxicity; and (3) attempt to characterize stressors to the benthic infaunal communities. Data needs and sampling methodologies to supplement existing information will be developed and specified as part of the Work Plan development process. Sampling will be conducted during Study Implementation (Task 3).
The Work Plan will propose an approach based on SQO sediment sampling protocols which integrate the results of toxicity, chemistry, and benthic community analyses for surface sediments. Integrated into this, should the initial sediment testing indicate toxicity, Stressor Identification methodologies including TIE Phase I toxicity tests will be run to identify the cause(s) of toxicity, and, if indicated, spiked Toxicity Confirmation tests will be conducted to confirm and characterize pollutant related impacts in the DCE. It is anticipated that together these analyses will evaluate current sediment quality conditions in the DCE, identify the cause of sediment toxicity, and characterize the stressors responsible for benthic community impacts.
In addition to the testing of surface sediments in the DCE, the Work Plan will likely propose some subsurface sediment sampling and a chemical characterization of composited sediments below the tested surface to a depth expected to be approximately 1 meter into the floor of the Estuary. This will provide an initial evaluation of these sediments in comparison to surface sediments and will support the DCE Remediation Plan, if needed. Sampling methodologies, including the sub-surface sampling depth, will be specified in the Work Plan.
Specifically, the Work Plan will include information relevant to perform the study, including:
• Relevant background on the TMDL,
• A summary and map of past sediment investigations,
• Identify the number and map locations of proposed sampling stations, • Sediment collection and analysis methods,
• Quality assurance and quality control information, and • An updated estimate of costs and timing associated with implementing the Study.
Deliverables
• Draft Sediment Assessment Study Work Plan,
Scope of Work and Cost Estimate Page 4 May 2024
Dominguez Channel Estuary
Sediment Study Work Plan
• Revised Draft Sediment Assessment Study Work Plan based on County and the other DCE CSMP PA comments, and
• Final Sediment Assessment Study Work Plan based on Regional Board comments.
Task 3. Study Implementation
Monitoring will occur consistent with the Final Sediment Assessment Study Work Plan. Sediment sampling in the DCE will include the collection of surficial and sub-surface sediments at multiple stations. Surficial sediments will be collected and handled in accordance with the SQOs. Samples will be distributed and analyzed as determined in the Work Plan. The Work Plan will identify the analysis of chemical constituents in surficial (upper 5 centimeters) and upper sub-surface sediments (expected to be the upper 1 meter collected assediment cores at each sampling station). In the laboratory the samples will be processed and analyzed as described in the Work Plan.
Results of field sampling and analysis will be utilized to assess sediment toxicity, benthic community condition, and sediment chemistry condition consistent with the SQOs, and will support a narrative assessment of sediment quality based on multiple lines of evidence. If an impairment of the direct effects SQOs, the LWA Team will include a Stressor Identification Analysis as part of the report. The Stressor Identification process is used to identify types of stressor or combinations of stressors that cause biological impairment by critically reviewing available information, forming possible stressor scenarios that might explain the impairment, analyzing those scenarios, and producing conclusions about which stressor or stressors are causing the impairment.
Deliverables
• Monitoring Summaries and Data Deliverables,
• Draft Sediment Assessment Study Report,
• Revised Draft Sediment Assessment Study Report based on County and the other DCE CSMP PA comments, and
• Final Updated Sediment Assessment Study Report based on Regional Board comments.
Task 4. CSMP Update
Updating the current CSMP will require the integration of information from various sources:
• The Sediment Assessment Study would lay the foundation for updating the current conditions section and supporting a determination of whether remedial actions are needed (Sections 1 and 2 of the current CSMP). If remedial actions are not needed, the CSMP would summarize the findings of the Study and explain why the CSMP does not include remediation (Section 2 of the current CSMP).
• If the results of the Sediment Assessment Study indicate that remedial actions are needed in the DCE, a DCE Remediation Plan would be required to update the section in the CSMP describing the management actions related to addressing hot spots (Section 2 of the current CSMP). If a DCE Remediation Plan is required, a specialized engineering and design consultant will need to be contracted to provide these services and is not included in the LWA Team scope of work.
Scope of Work and Cost Estimate Page 5 May 2024
Dominguez Channel Estuary
Sediment Study Work Plan
• The DC WMP would be used as the basis for outlining any TMDL implementation activities related to the watershed (Section 3 of the current CSMP).
The estimate assumes that the CSMP update is primarily based on integrating information developed through other efforts.
Deliverables
• Draft CSMP Update,
• Revised Draft CSMP Update based on County and the other DCE CSMP PA comments, and • Final CSMP Update based on Regional Board comments.
Proposed Costs and Schedule
Table 1 provides a summary of total hours and costs for each task and associated deliverable. The Draft Sediment Assessment Study Work Plan will be delivered to the County within 90 days of the notice to proceed. The Draft Work Plan will be revised based on PA comments within three weeks of receipt of a consolidated set of comments. The schedule for finalizing the Draft Work Plan based on Regional Board comments will be agreed to by the County and LWA Project Manager. The Draft Sediment Assessment Study Report will be delivered to the County within nine months of the completion of monitoring to provide sufficient time to receive the data from laboratories, analyze and summarize results, and draft the report. The Draft Report will be revised based on PA comments within three weeks of receipt of a consolidated set of comments. The schedule for finalizing the Draft Report based on Regional Board comments will be agreed to by the County and LWA Project Manager. As the timing for updating the CSMP will be predicated on the completion of the Study, and potentially other efforts led by the DCE Partnering Agencies, a schedule for updating the CSMP will be agreed to by the County and LWA Project Manager at a later date.
Please contact me at 310-743-6235 or [email protected] if you have any questions or would like to schedule time to discuss.
Sincerely,
Chris Minton
Project Manager
Scope of Work and Cost Estimate Page 6 May 2024
Dominguez Channel Estuary
Sediment Study Work Plan
Table 1. Total Hours, Per Deliverable Cost, and Total Deliverable Cost Task Labor Hours Labor Costs Direct Costs Total Costs
Task 1. Meetings
Permittee Coordination Meetings (9) 83 $21,920 $0 $21,920 Regional Board Meetings (6) 79 $20,225 $0 $20,225
Meetings Total 162 $42,145 $0 $42,145
Task 2. Work Plan
Draft Work Plan 141 $32,178 $200 $32,378
Revised Draft Work Plan (DCE CSMP PA comments) 30 $6,742 $0 $6,742 Revised Draft Work Plan (Regional Board Comments) 35 $8,228 $0 $8,228 Final Work Plan (DCE CSMP PA comments) 11 $2,644 $0 $2,644 Work Plan Development Total 217 $49,792 $200 $49,992
Task 3. Study Implementation
Monitoring Summaries and Data Deliverables (includes costs associated with sample collection and analysis) 1,189 $185,244 $229,000 $414,244 Draft Study Report 300 $68,520 $0 $68,520
Revised Draft Study Report (DCE CSMP PA comments) 22 $5,914 $0 $5,914 Revised Draft Study Report (Regional Board Comments) 30 $8,016 $0 $8,016 Final Study Report (DCE CSMP PA comments) 12 $3,224 $0 $3,224 Study Implementation Total 1,553 $270,918 $229,000 $499,918 Task 4. CSMP Update
Draft CSMP 188 $41,428 $0 $41,428
Revised Draft CSMP (DCE CSMP PA comments) 30 $7,044 $0 $7,044 Revised Draft CSMP (Regional Board Comments) 52 $12,720 $0 $12,720 Final CSMP (DCE CSMP PA comments) 14 $3,340 $0 $3,340
CSMP Update Total 284 $64,532 $0 $64,532
Overall Total 2,216 $427,387 $229,200 $656,587
RESOLUTION NO. 26-109
A RESOLUTION OF THE CITY OF CARSON CITY COUNCIL AMENDING THE FISCAL YEAR 2026–27
BUDGET IN THE GENERAL FUND, SPECIAL REVENUE FUNDS, ENTERPRISE FUNDS, AND THE
CAPITAL IMPROVEMENT PROGRAM (CIP) FUND
WHEREAS, the City Council adopted the Fiscal Year 2026-27 budget on June 16, 2026, for the General Fund and Special Revenue Funds of the City via Resolution No. 26-063; and WHEREAS, the City Council desires to amend the Fiscal Year 2026-27 budget; and WHEREAS, the City Council has determined it necessary to amend the Fiscal Year 2026-27 General Fund budget, Special Revenue Funds, Enterprise Funds, and Capital Improvement Program (CIP) budget.
NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF CARSON DOES HEREBY RESOLVE, FIND, DETERMINE, AND ORDER AS FOLLOWS:
Section 1. The following amendment(s) will be made to the City’s Fiscal Year 2026-27 budget.
Account Description Increase/(Decrease)
295-99-999-904-8011 Infra/Storm Drain-Pipe&Struct ($191,922.15) 101-80-820-285-6004 Professional Services $191,922.15
Section 2. The City Clerk shall certify the adoption of thisresolution and shall keep a copy of this resolution attached to the Fiscal Year 2026-27 budget on file, and effective as of October 20, 2026, the same shall be in force and effect.
PASSED, APPROVED, AND ADOPTED this 20th day of October, 2026.
APPROVED AS TO FROM: CITY OF CARSON:
_________________________ ________________________
Sunny K. Soltani, City Attorney Lula Davis-Holmes, Mayor ATTEST:
_______________________________
Dr. Khaleah K. Bradshaw, City Clerk
STATE OF CALIFORNIA )
COUNTY OF LOS ANGELES ) ss.
CITY OF CARSON )
I, Dr. Khaleah K. Bradshaw, City Clerk of the City of Carson, California, hereby attest to and certify that the foregoing resolution, being ResolutionNo. 26-109 adopted by the City of Carson City Council at its meeting held on October 20, 2026 by the following vote:
AYES: COUNCIL MEMBERS:
NOES: COUNCIL MEMBERS:
ABSTAIN: COUNCIL MEMEBES:
ABSENT: COUNCIL MEMBERS:
_____________________________
Dr. Khaleah K. Bradshaw, City Clerk
CITY OF CARSON 701 East Carson Street
Report to Honorable Mayor and City Council
Tuesday, October 20, 2026, 5:00 PM
CONSENT 26.
To: Honorable Mayor and City Council
From: Dr. Arlington Rodgers, Director of Public Works PW Engineering Subject: CONSIDER AWARD OF A CONSTRUCTION CONTRACT TO R.J. NOBLE COMPANY IN AN AMOUNT NOT TO EXCEED $4,448,287.80 FOR THE UNIVERSITY DRIVE PAVEMENT REHABILITATION PROJECT (PROJECT NO. 1753; FEDERAL PROJECT NO. STPL-5403(033)), BETWEEN AVALON BOULEVARD AND WILMINGTON AVENUE, AND ADOPTION OF RESOLUTION NO. 26-111 TO AMEND THE FISCAL YEAR 2026-27 BUDGET TO PROVIDE AN ADDITIONAL $4,287.80 IN FUNDING FOR PROJECT CONSTRUCTION (CITY COUNCIL)
I. SUMMARY
The University Drive Pavement Rehabilitation Project (Project No. 1753), extending from Avalon Boulevard to Wilmington Avenue, is included in the City's adopted Fiscal Year 2026-27 Capital Improvement Program (CIP).
The project will repair and rehabilitate deteriorated pavement and improve roadway conditions, pedestrian accessibility, and safety. Funding is provided through a combination of federal Surface Transportation ProgramLocal (STPL) grant funds, the City's General Fund, and Community Facilities District (CFD) funds.
To select a qualified construction contractor, the City issued Invitation for Bids (IFB) No. 26-05, which was publicly advertised in the Daily Journal and through the City's PlanetBids online bidding system from July 30, 2026, through August 24, 2026. Four contractors submitted bids, which were publicly opened and read aloud by the City's Purchasing Division at the City Clerk's Office on August 24, 2026. Following a review of the bids, R.J. Noble Company was determined to be the lowest responsive and responsible bidder, meaning the company submitted the lowest-priced bid that met the City's bidding requirements and demonstrated the qualifications necessary to complete the work.
Based on the competitive bidding results and the contractor's qualifications, staff recommends that the City Council award a construction contract to R.J. Noble Company in an amount not to exceed $4,448,287.80. Approval will allow the City to proceed with the planned roadway improvements and continue its investment in maintaining safe, accessible, and reliable public infrastructure.
II. RECOMMENDATION
TAKE the following actions:
1. AWARD a construction contract to the lowest responsive and responsible bidder, R.J. Noble Company, for Project No. 1753, University Drive Pavement Rehabilitation from Avalon Boulevard to Wilmington Avenue, in an amount not to exceed $4,448,287.80; and,
2. WAIVE further reading and ADOPT Resolution No. 26-111, “A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CARSON, CALIFORNIA, AMENDING THE FISCAL YEAR 2026-27 BUDGET IN THE
GENERAL FUND, SPECIAL REVENUE FUNDS, ENTERPRISE FUNDS, AND THE CAPITAL IMPROVEMENT PROGRAM (CIP) FUND,” to authorize a budget transfer of $4,287.80 to fully fund the construction contract; and,
3. AUTHORIZE the Mayor to execute the construction contract with R.J. Noble Company following approval as to form by the City Attorney.
III. ALTERNATIVES
1. DO NOT APPROVE the above recommendations. However, staff will not be able to proceed with the construction of the project.
2. TAKE another action the City Council deems appropriate, consistent with the requirements of the law.
IV. BACKGROUND
The University Drive Pavement Rehabilitation Project (Project No. 1753) is included in the City's Capital Improvement Program (CIP) for Fiscal Year 2026-27. The project will improve approximately 1.78 miles of University Drive, between Avalon Boulevard and Wilmington Avenue, within City Council Districts 1 and 3. The project is funded through a combination of federal Surface Transportation Program-Local (STPL) grant funds, the City's General Fund, and Community Facilities District (CFD) funds. These improvements are intended to address deteriorating pavement, extend the useful life of the roadway, and improve safety and accessibility for motorists, bicyclists, and pedestrians.
The project involves removing and replacing the upper four inches of existing asphalt pavement to restore the roadway surface and improve driving conditions. The new pavement will consist of a two-inch asphalt leveling layer to provide a smooth, stable base, followed by a two-inch rubberized asphalt surface layer designed to improve durability and roadway performance. In areas where the pavement has deteriorated more significantly, additional repairs will be performed by removing and replacing approximately eight inches of damaged pavement material. These deeper repairs, commonly referred to as "dig-outs," will help address underlying pavement failures and provide a more stable roadway surface.
In addition to roadway rehabilitation, the project includes repairs and improvements to sidewalks, curbs, gutters, and driveway approaches. Existing pedestrian curb ramps and driveway approaches will be reconstructed where necessary to meet current Americans with Disabilities Act (ADA) accessibility standards, making sidewalks and street crossings safer and easier to use for individuals with disabilities. Other improvements include adjustments to raised roadway medians, replacement of traffic signal detection loops that identify vehicles approaching intersections, new pavement striping and roadway markings, and updated bicycle lane signs. Together, these improvements will enhance roadway conditions, pedestrian accessibility, and overall transportation safety along University Drive.
To select a qualified construction contractor, the City issued Invitation for Bids (IFB) No. 26-05, which was publicly advertised in the Daily Journal and through the City's PlanetBids online procurement system from July 30, 2026, through August 24, 2026. The competitive bidding process provided interested contractors an opportunity to review the project requirements and submit proposals for completing the construction work. Four bids were received and publicly opened by the City's Purchasing Division at the City Clerk's Office on August 24, 2026. The bid results are listed below:
No. Bidder Place of
Business Bid Amount
1. R.J. Noble Company Orange, CA $4,448,287.80
2. ONYX Paving Company Yorba Linda, CA $4,567,000.00
3. Palp dba Excel Paving Company Long Beach, CA $4,597,739.20
4. All American Asphalt Corona, CA $4,755,134.50
Following a review of the bids, R.J. Noble Company was determined to be the lowest responsive and responsible bidder, with a total construction bid of $4,448,287.80. This means the company submitted the lowest-priced bid that met the City's bidding requirements and demonstrated the qualifications necessary to perform the work. R.J.
Noble Company holds the required California contractor's license and submitted the required bid bond, issued by Western Surety Company, in the amount of 10% of its bid. A bid bond provides financial protection to the City if the selected contractor fails to enter into the construction contract as required. Staff also reviewed the contractor's references and confirmed that R.J. Noble Company has successfully completed similar construction projects for the City. The approximate timeline of this project is as follows:
Milestone Date
Bids Due Date August 24, 2026
Award of Contract October 20, 2026
Contract Execution November 3, 2026
PO Issuance November 17, 2026
Start Construction December 2026
Complete Construction April 2027
Although the project has an established construction schedule, actual progress may be affected by weather conditions, unforeseen underground conditions, utility conflicts, or other issues that may arise during construction.
Public Works staff will monitor construction activities and coordinate with the contractor to address any unexpected conditions, minimize delays, and maintain compliance with the approved project plans and specifications. Any necessary schedule adjustments will be evaluated as construction progresses. At this time, the project budget does not include a construction contingency, which is funding typically set aside to cover unexpected costs that may arise during construction. If unforeseen conditions or other necessary construction expenses require additional funding, Public Works staff will evaluate and document those costs and return to the City Council proactively to request approval of any additional funding needed to complete the project. This approach allows the City to proceed with the approved construction budget while maintaining City Council oversight of any additional expenditures.
Consequently, based on the competitive bidding results and the contractor's demonstrated qualifications and experience, staff recommends that the City Council award a construction contract to R.J. Noble Company in the amount of $4,448,287.80 for the University Drive Pavement Rehabilitation Project. Approval will allow the City to proceed with the planned roadway improvements, make use of available transportation funding, and continue its investment in maintaining and improving public infrastructure.
V. FISCAL IMPACT
If the City Council approves the award of the construction contract to R.J. Noble Company, the total contract amount for the University Drive Pavement Rehabilitation Project will be $4,448,287.80. The City's adopted Fiscal Year 2026-27 Capital Improvement Program (CIP) budget currently includes $4,444,000 for Project No. PW1753.
This funding consists of $2,000,000 from the General Fund (Account No. 101-99-999-904-8009), $35,000 from the Community Facilities District (CFD) Fund (Account No. 291-99-999-904-8009), and $2,409,000 from the federal Surface Transportation Program-Local (STPL) grant (Account No. 220-99-999-904-8009).
The current project budget is $4,287.80 less than the proposed construction contract amount. To address this minor shortfall, staff recommends that the City Council adopt Resolution No. 26-111, authorizing a budget transfer of $4,287.80 from the Public Works Engineering Division's General Fund Operating Budget (Account No. 101-80- 820-101-6004) to the project's General Fund capital improvement account (Account No. 101-99-999-904-8009, Project No. PW1753). This transfer would provide sufficient funding to cover the full construction contract amount using existing City resources, without increasing the City's overall adopted Fiscal Year 2026-27 budget.
VI. EXHIBITS
1. Bid Register
2. Public Works Agreement
3. Resolution 26-111
4. Amended CIP Worksheet
Attachments
1. Bid Register
2. RJ_Noble_Public_Works_Agreement.pdf
3. Resolution 26-111
4. Amended CIP Worksheet
01007.0006 2202759.1 1
PUBLIC WORKS AGREEMENT
BETWEEN THE CITY OF CARSON AND
R.J. NOBLE COMPANY
THIS PUBLIC WORKS AGREEMENT (“Agreement”) is made and entered into this ____ day of ________, 2026 by and between the City of Carson, a California charter city (“City”) and R.J. Noble Company, a California corporation (“Contractor”). City and Contractor may be referred to, sometimes individually or collectively, as “Party” or “Parties.”
RECITALS
A. The City desires to retain Contractor, on an independent contractor basis, to perform services for public works, as more particularly described below.
B. Contractor represents that it is fully qualified to perform such services by virtue of its experience and the training, education and expertise of its principals and employees.
C. Pursuant to the City of Carson Municipal Code and California state law, City has authority to enter into and execute this Agreement.
D. The Parties desire to formalize the selection of Contractor for performance of the services and desire that the terms of that performance be as particularly defined and described herein.
NOW, THEREFORE, in consideration of the mutual promises and covenants made by the Parties and contained herein and other consideration, the value and adequacy of which are hereby acknowledged, the parties agree as follows:
AGREEMENT
ARTICLE 1. CONTRACTOR SERVICES
1.1 Scope of Work.
The Contractor shall perform all of the work, furnish all labor, materials, equipment, tools, utility services, and transportation, and comply with all of the specifications and requirements in the Bid Documents for the project entitled Project No. 1753: University Drive Pavement Rehabilitation from Avalon Boulevard to Wilmington Avenue (IFB 26-05) (“Project”). All such work shall be performed in a good and workmanlike manner, as reasonably determined by the City, and shall be performed in compliance with all local, state, and federal laws and regulations. As used herein, “Bid Documents” refers to all of the documents included in the solicitation of bids for the Project, including but not limited to, the Invitation for Bids, Instructions to Bidders, Bid or Bid Proposal, Contract Documents, Special Provisions, Technical Provisions, Construction Plans, Standard Plans, Drawings, Reference Specifications, all applicable permit requirements, any addenda, any applicable Project Labor Agreement, and any other documents included, referenced, or incorporated therein. The Bid Documents are incorporated into this -2-
01007.0006 2202759.1
Agreement and made part hereof. In the event of any conflict between the terms of the Bid Documents and this Agreement, the terms of this Agreement shall govern.
1.2 Incorporation of Greenbook.
The provisions of the 2024 Edition of the Standard Specifications for Public Works Construction, as updated by errata, (“Greenbook”) are incorporated herein, except as explicitly modified by the Bid Documents. In the event of any conflict between the provisions of the Greenbook and this Agreement, the terms of this Agreement shall govern.
1.3 Compliance with Labor and Wage Laws.
(a) Public Work. The Parties acknowledge that the work to be performed under this Agreement is a “public work” as defined in Labor Code Section 1720 and that this Agreement is therefore subject to the requirements of Division 2, Part 7, Chapter 1 (commencing with Section 1720) of the California Labor Code relating to public works contracts and the rules and regulations established by the Department of Industrial Relations (“DIR”) implementing such statutes. The work performed under this Agreement is subject to compliance monitoring and enforcement by the DIR. Contractor shall post job site notices, as prescribed by regulation. (b) Registration with DIR. Pursuant to Labor Code section 1771.1, Contractor and all subcontractors must be registered with, and pay an annual fee to, the DIR prior to and during the performance of any work under this Agreement. (c) Prevailing Wages. Contractor shall pay prevailing wages to the extent required by Labor Code Section 1771. Pursuant to Labor Code Section 1773.2, copies of the prevailing rate of per diem wages are on file at City Hall and will be made available to any interested party on request. By initiating any work under this Agreement, Contractor acknowledges receipt of a copy of the DIR determination of the prevailing rate of per diem wages, and Contractor shall post a copy of the same at each job site where work is performed under this Agreement. If this Agreement is subject to the payment of federal prevailing wages under the Davis-Bacon Act (40 U.S.C. § 3141 et seq.), then Contractor shall pay the higher of either the state for federal prevailing wage applicable to each laborer.
(d) Penalty for Failure to Pay Prevailing Wages. Contractor shall comply with and be bound by the provisions of Labor Code Sections 1774 and 1775 concerning the payment of prevailing rates of wages to workers and the penalties for failure to pay prevailing wages. The Contractor shall, as a penalty to the City, forfeit two hundred dollars ($200) for each calendar day, or portion thereof, for each worker paid less than the prevailing rates as determined by the DIR for the work or craft in which the worker is employed for any public work done pursuant to this Agreement by Contractor or by any subcontractor.
(e) Payroll Records. Contractor shall comply with and be bound by the provisions of Labor Code Section 1776, which requires Contractor and each subcontractor to: keep accurate payroll records and verify such records in writing under penalty of perjury, as specified in Section 1776; certify and make such payroll records available for inspection as provided by Section 1776; and inform the City of the location of the records. -3-
01007.0006 2202759.1
(f) Apprentices. Contractor shall comply with and be bound by the provisions of Labor Code Sections 1777.5, 1777.6, and 1777.7 and California Code of Regulations Title 8, Section 200 et seq. concerning the employment of apprentices on public works projects. Contractor shall be responsible for compliance with these aforementioned Sections for all apprenticeable occupations. Prior to commencing work under this Agreement, Contractor shall provide City with a copy of the information submitted to any applicable apprenticeship program. Within sixty (60) days after concluding work pursuant to this Agreement, Contractor and each of its subcontractors shall submit to the City a verified statement of the journeyman and apprentice hours performed under this Agreement.
(g) Eight-Hour Work Day. Contractor acknowledges that eight (8) hours labor constitutes a legal day’s work. Contractor shall comply with and be bound by Labor Code Section 1810.
(h) Penalties for Excess Hours. Contractor shall comply with and be bound by the provisions of Labor Code Section 1813 concerning penalties for workers who work excess hours. The Contractor shall, as a penalty to the City, forfeit twenty-five dollars ($25) for each worker employed in the performance of this Agreement by the Contractor or by any subcontractor for each calendar day during which such worker is required or permitted to work more than eight (8) hours in any one calendar day and forty (40) hours in any one calendar week in violation of the provisions of Division 2, Part 7, Chapter 1, Article 3 of the Labor Code. Pursuant to Labor Code section 1815, work performed by employees of Contractor in excess of eight (8) hours per day, and forty (40) hours during any one week shall be permitted upon public work upon compensation for all hours worked in excess of 8 hours per day at not less than one and one-half (1½) times the basic rate of pay.
(i) Workers’ Compensation. California Labor Code Sections 1860 and 3700 provide that every employer will be required to secure the payment of compensation to its employees if it has employees. In accordance with the provisions of California Labor Code Section 1861, Contractor certifies as follows:
“I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for workers’ compensation or to undertake self-insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract.”
(j) Contractor’s Responsibility for Subcontractors. For every subcontractor who will perform work under this Agreement, Contractor shall be responsible for such subcontractor’s compliance with Division 2, Part 7, Chapter 1 (commencing with Section 1720) of the California Labor Code, and shall make such compliance a requirement in any contract with any subcontractor for work under this Agreement. Contractor shall be required to take all actions necessary to enforce such contractual provisions and ensure subcontractor’s compliance, including without limitation, conducting a review of the certified payroll records of the subcontractor on a periodic basis or upon becoming aware of the failure of the subcontractor to pay his or her workers the specified prevailing rate of wages. Contractor shall diligently take corrective action to halt or rectify any such failure by any subcontractor.
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1.4 Compliance with Project Labor Agreement
If and to the extent that the work to be performed under this Agreement is within the scope of the City’s Project Labor Agreement, which was fully executed as of March 4, 2020, by and between the City and the Los Angeles/Orange Counties Building and Construction Trades Council and the Signatory Craft Councils and Unions (the “Project Labor Agreement”), City and Contractor acknowledge and agree that Contractor is required to comply with the provisions of the Project Labor Agreement, and that in the event of a conflict between the provisions of this Agreement and the Project Labor Agreement, the Project Labor Agreement shall supersede and take precedence over the conflicting provision(s) of this Agreement.
1.5 Licenses, Permits, Fees and Assessments.
Contractor shall obtain at its sole cost and expense such licenses, permits, registrations, and approvals as may be required by law for the performance of the services required by this Agreement. Contractor shall have the sole obligation to pay for any fees, assessments and taxes, plus applicable penalties and interest, which may be imposed by law and arise from or are necessary for the Contractor’s performance of the services required by this Agreement, and shall indemnify, defend and hold harmless City, its officers, employees or agents of City, against any such fees, assessments, taxes, penalties or interest levied, assessed or imposed against City hereunder.
1.6 Familiarity with Work.
By executing this Agreement, Contractor warrants that Contractor (i) has thoroughly investigated and considered the scope of work to be performed, (ii) has carefully considered how the services should be performed, and (iii) fully understands the facilities, difficulties and restrictions attending performance of the services under this Agreement. If the services involve work upon any site, Contractor warrants that Contractor has or will investigate the site and is or will be fully acquainted with the conditions there existing, prior to commencement of services hereunder.
1.7 Discovery of Unknown Conditions.
(a) Pursuant to Public Contract Code section 7104, Contractor shall promptly, and before the following conditions are disturbed, notify the City, in writing, of any: (i) material Contractor believes may be hazardous waste as defined in Section 25117 of the Health & Safety Code required to be removed to a Class I, II, or III disposal site in accordance with existing law; (ii) subsurface or latent physical conditions at the site, materially different from those indicated by information about the site made available to bidders prior to the deadline for submitting bids on the project; or (iii) unknown physical conditions at the site of any unusual nature, different from those ordinarily encountered and generally recognized as inherent in work of the character provided for in this Agreement.
(b) City shall promptly investigate the conditions, and if it finds that the conditions do materially differ, or do involve hazardous waste, and cause a decrease or increase in Contractor’s cost of, or the time required for, performance of any part of the work, shall issue a change order in accordance with this Agreement.
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(c) In the event that a dispute arises between City and Contractor whether the conditions materially differ, or involve hazardous waste, or cause a decrease or increase in Contractor’s cost of, or time required for, performance of any part of the work, Contractor shall not be excused from any scheduled completion date set, but shall proceed with all work to be performed under the Agreement. Contractor shall retain any and all rights provided either by contract or by law, which pertain to the resolution of disputes and protests between the contracting parties.
1.8 Unidentified Utilities.
To the extent required by Government Code section 4215, City will compensate Contractor for the cost of locating, repairing damage not due to the failure of Contractor to exercise reasonable care, and removing or relocating utility facilities not identified by City in the Bid Documents with reasonable accuracy, and for equipment on the project necessarily idled during such work. Nothing herein shall be deemed to require City to indicate the presence of existing service laterals or appurtenances whenever the presence of such utilities on the project site can be inferred from the presence of other visible facilities, such as buildings, meters, and junction boxes, on or adjacent to the site of the construction; provided, however, nothing herein shall relieve City from identifying main or trunklines in the plans and specifications. If Contractor, while performing the work, discovers utility facilities not identified by City in the plans or specifications, Contractor shall immediately notify City and the utility in writing. This Agreement is subject to Government Code sections 4126 through 4216.9. Contractor must notify utilities and obtain an identification number before excavation or be subject to liability for damages to subsurface installations.
1.9 Trench Excavation.
Pursuant to Labor Code section 6705, if this Agreement is for more than $25,000 and requires the excavation of any trench or trenches five feet or more in depth, Contractor shall submit, in advance of such excavation, a detailed plan showing the design of shoring, bracing, sloping, or other provisions to be made for worker protection from the hazard of caving ground during the excavation of such trench or trenches. The plan shall be reviewed and accepted by the City, or a registered civil or structural engineer employed by the City to whom authority has been delegated, prior to the excavation. If the plan varies from the shoring system standards, the plan shall be prepared by a registered civil or structural engineer. This section shall not be deemed to allow the use of a shoring, sloping, or protective system less effective than that required by the Construction Safety Orders. This subsection shall not be construed to impose tort liability on the City or any of its employees. Full compensation for sheeting, shoring, bracing, sloping, and all other provisions required for worker protection shall be considered as included in the contract price shown in the appropriate Bid Item, and no additional compensation will be allowed therefor.
1.10 Protection and Care of Work and Materials.
The Contractor shall adopt reasonable methods, including providing and maintaining storage facilities, during the life of the Agreement to furnish continuous protection to the work, and the equipment, materials, papers, documents, plans, studies and/or other components thereof to prevent losses or damages, and shall be responsible for all such damages, to persons or property, until acceptance of the work by City, except such losses or damages as caused by City’s own -6-
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negligence. Stored materials shall be reasonably accessible for inspection. Contractor shall not, without City’s consent, assign, sell, mortgage, hypothecate, or remove equipment or materials which have been installed or delivered and which may be necessary for the completion of the work.
1.11 Warranty.
Contractor warrants all work under the Agreement (which for purposes of this Section shall be deemed to include unauthorized work which has not been removed and any non-conforming materials incorporated into the work) to be of good quality and free from any defective or faulty material and workmanship. Contractor agrees that for a period of one year (or the period of time specified elsewhere in the Agreement or in any guarantee or warranty provided by any manufacturer or supplier of equipment or materials incorporated into the work, whichever is later) after the date of final acceptance, Contractor shall within ten (10) days after being notified in writing by the City of any defect in the work or non-conformance of the work to the Agreement, commence and prosecute with due diligence all work necessary to fulfill the terms of the warranty at its sole cost and expense. Contractor shall act as soon as requested by the City in response to an emergency. In addition, Contractor shall, at its sole cost and expense, repair, remove and replace any portions of the work (or work of other contractors) damaged by its defective work or which becomes damaged in the course of repairing or replacing defective work. For any work so corrected, Contractor’s obligation hereunder to correct defective work shall be reinstated for an additional one year period, commencing with the date of acceptance of such corrected work.
Contractor shall perform such tests as the City may require to verify that any corrective actions, including, without limitation, redesign, repairs, and replacements comply with the requirements of the Agreement. All costs associated with such corrective actions and testing, including the removal, replacement, and reinstitution of equipment and materials necessary to gain access, shall be the sole responsibility of the Contractor. All warranties and guarantees of subcontractors, suppliers and manufacturers with respect to any portion of the work, whether express or implied, are deemed to be obtained by Contractor for the benefit of the City, regardless of whether or not such warranties and guarantees have been transferred or assigned to the City by separate agreement and Contractor agrees to enforce such warranties and guarantees, if necessary, on behalf of the City. In the event that Contractor fails to perform its obligations under this Section, or under any other warranty or guaranty under this Agreement, to the reasonable satisfaction of the City, the City shall have the right to correct and replace any defective or non-conforming work and any work damaged by such work or the replacement or correction thereof at Contractor’s sole expense.
Contractor shall be obligated to fully reimburse the City for any expenses incurred hereunder upon demand.
1.12 Additional Work and Change Orders.
(a) City shall have the right at any time during the performance of the services, without invalidating this Agreement, to order extra work beyond that specified in the Scope of Work or make changes by altering, adding to or deducting from said work. No such extra work may be undertaken unless a written change order is first given by the City’s Director of Public Works or City Engineer, or either of their designees, to the Contractor, incorporating therein any adjustment in (i) the Contract Sum, and/or (ii) the time to perform this Agreement, which said adjustments are subject to the written approval of the Contractor (“Change Order”). All Change -7-
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Orders must be signed by the Contractor and City’s Director of Public Works or City Engineer, or either of their designees, prior to commencing the extra work thereunder. (b) Any increase in compensation of up to the amount of contingency approved by the City Council at the time the Project was awarded to Contractor plus any additional subsequent contingency approved by the City Council, if any, taken either separately or cumulatively, or any increase in the time to perform of up to one hundred eighty (180) days and which are not detrimental to the Work or to the interest of the City, may be approved by the City’s Director of Public Works or City Engineer, or either of their designees. Any greater increases, taken either separately or cumulatively, must be approved by the City Council. (c) Any adjustment in the Contract Sum for a Change Order must be in accordance with the rates set forth in the Contractor’s Bid. If the rates in the Contractor’s Bid do not cover the type of work in the Change Order, the cost of such work shall not exceed an amount agreed upon in writing and signed by Contractor and City’s Director of Public Works or City Engineer, or either of their designees. If the cost of the Change Order cannot be agreed upon, the City will pay for actual work of the Change Order completed, to the satisfaction of the City, as follows:
(i) Labor: The cost of labor shall be the actual cost for wages of workers and subcontractors performing the work for the Change Order at the time such work is done. The use of labor classifications that would increase the cost of such work shall not be permitted.
(ii) Materials and Equipment: The cost of materials and equipment shall be at cost to Contractor or lowest current price which such materials and equipment are reasonably available at the time the work is done, whichever is lower. (iii) If the cost of the extra work cannot be agreed upon, the Contractor must provide a daily report that includes invoices for labor, materials and equipment costs for the work under the Change Order. The daily report must include: list of names of workers, classifications, and hours worked; description and list of quantities of materials used; type of equipment, size, identification number, and hours of operation, including loading and transportation, if applicable; description of other City authorized services and expenditures in such detail as the City may require. Failure to submit a daily report by the close of the next working day may, at the City’s sole and absolute discretion, waive the Contractor’s rights for that day. (d) It is expressly understood by Contractor that the provisions of this Section shall not apply to services specifically set forth in the Scope of Work. Contractor hereby acknowledges that it accepts the risk that the services to be provided pursuant to the Scope of Work may be more costly or time consuming than Contractor anticipates and that Contractor shall not be entitled to additional compensation therefor. City may in its sole and absolute discretion have similar work done by other contractors.
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1.13 CARB Compliance.
For a project involving the use of in-use off-road diesel-fueled vehicles, as defined by 13 CCR 2449, Contractor shall obtain copies of the valid Certificates of Reported Compliance, as described in 13 CCR 2449(n), for the fleet performing services pursuant to this contract and all listed subcontractors, if applicable, prior to commencing any work pursuant to this Contract or any renewed contract with that fleet. Contractor shall indemnify, defend and hold harmless the District, its officers, agents, employees and directors from any liability imposed arising from Contractor’s violation of any regulation set forth in 13 CCR 2449.
1.14 Special Requirements.
Additional terms and conditions of this Agreement, if any, which are made a part hereof are set forth in the “Special Requirements,” attached hereto as Exhibit B and incorporated herein by this reference. In the event of a conflict between the provisions of Exhibit B and any other provisions of this Agreement, the provisions of Exhibit B shall govern.
ARTICLE 2. COMPENSATION AND METHOD OF PAYMENT.
2.1 Contract Sum.
Subject to any limitations set forth in this Agreement, City agrees to pay Contractor the amounts set forth in Contractor’s Bid attached hereto as Exhibit A and incorporated herein by this reference. Subject to any additions or deductions that may be made by change order or amendment, and any penalties or damages that may be assessed against Contractor, Contractor shall receive total compensation, including reimbursement of Contractor’s expenses, of an amount not to exceed Four Million Four Hundred Forty Eight Thousand Two Hundred Eighty Seven Dollars and Eighty Cents ($4,448,287.80) (“Contract Sum”) for completion of the work.
2.2 Invoices.
Each month Contractor shall furnish to City an original invoice for all work performed during the preceding month using the form attached hereto as Exhibit E and incorporated herein by this reference. By submitting an invoice for payment under this Agreement, Contractor is certifying compliance with all provisions of the Agreement.
All invoices shall include a copy of Contractor’s Certified Payroll and proof that Certified Payroll has been submitted to the DIR. Contractor shall also submit a list of the prevailing wage rates (including federal prevailing wage rates, if applicable) for all employees and subcontractors providing services under this Agreement, as applicable, with Contractor’s first invoice. If these rates change at any time during the term of the Agreement, Contractor shall submit a new list of rates to the City with its first invoice following the effective date of the rate change.
2.3 Payment.
(a) Payments Made by City. City shall independently review each invoice submitted by the Contractor to determine whether the work performed and expenses incurred are in compliance with the provisions of this Agreement. Except as to any charges for work performed -9-
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or expenses incurred by Contractor which are disputed by City, City will cause Contractor to be paid any progress payment within thirty (30) days of receipt of Contractor’s correct and undisputed invoice; however, Contractor acknowledges and agrees that due to City warrant run procedures, the City cannot guarantee that payment will occur within this time period. In the event that City does not cause Contractor to be paid any progress payment within thirty (30) days of receipt of an undisputed and properly submitted invoice and provided the Project is for construction, Contractor shall be entitled to the payment of interest to the extent allowed under Public Contract Code Section 20104.50. In the event any charges or expenses are disputed by City, the original invoice shall be returned by City to Contractor, not later than seven (7) days after receipt by the City, for correction and resubmission. Returned invoices shall be accompanied by a document setting forth in writing the reasons why the payment request was rejected. Review and payment by the City of any invoice provided by the Contractor shall not constitute a waiver of any rights or remedies provided herein or any applicable law.
(b) Payments Made by Contractor to Subcontractors. Contractor shall remit payments owed to subcontractors within fifteen (15) calendar days after receiving payments by City if payments are owed by Contractor to any subcontractor qualifying as a small business enterprise, and within thirty (30) calendar days if payments are owed by Contractor to any subcontractor other than a small business enterprise.
2.4 Retention.
Pursuant to Section 9203 of the Public Contract Code, City will deduct a five percent (5%) retention from all progress payments, which shall be released to Contractor no later than sixty (60) days from completion of the work in accordance with Section 7107 of the Public Contract Code.
In the event of a dispute between City and Contractor, City may withhold from the final payment an amount not to exceed one hundred fifty percent (150%) of the disputed amount.
2.5 Waiver.
Payment to Contractor for work performed pursuant to this Agreement shall not be deemed to waive any defects in work performed by Contractor.
2.6 Substitution of Securities.
(a) In conformance with the State of California Public Contract Code, Part 5, Section 22300, Contractor may substitute securities for any monies withheld by the City to ensure performance under this Agreement.
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(b) At the request and expense of Contractor, Contractor has the option of establishing an escrow account with a state or federally chartered bank which shall serve as an escrow agent, for Contractor’s direct deposit of securities as a substitute for retention earnings required to be withheld by the City. Upon Contractor’s completion of its obligations hereunder, as evidenced by the City’s acceptance of the work pursuant to Section 3.3 hereof, the escrow agent shall return the securities to Contractor. The escrow agent shall notify the City within ten (10) days after deposit of the securities. The market value of the securities at the time of the substitution shall be at least equal to the cash amount then required to be withheld as retention. Securities shall be held in the name of the City and shall designate Contractor as the beneficial owner. Alternatively, on written request of Contractor, the City shall make payments of the retention earnings directly to the escrow account.
ARTICLE 3. PERFORMANCE SCHEDULE
3.1 Schedule of Performance.
Contractor shall complete the Project within one hundred (100) working days after receiving a “Notice to Proceed” from the City in accordance with any schedule contained in or required to be provided by the Proposal or Bid Documents, and any revisions thereof approved by the City in writing. Time is of the essence. If the work is not completed within said time period, liquidated damages shall apply. The term of this Agreement shall expire one (1) year following City’s acceptance of the Project.
3.2 Liquidated Damages.
Since the determination of actual damages for any delay in performance of this Agreement would be extremely difficult or impractical to determine in the event of a breach of this Agreement, the Contractor and its sureties shall be liable for and shall pay to the City the sum of Five Thousand Two Hundred Dollars ($5,200.00) as liquidated damages for each working day of delay in the performance of any service required hereunder. The City may withhold any accrued liquidated damages from any monies payable on account of services performed by the Contractor.
To the extent required by Government Code section 4215, Contractor shall not be assessed liquidated damages for delay in completion of the work when such delay was caused by the failure of the City or owner of the utility to provide for removal or relocation of utility facilities.
3.3 Force Majeure.
The time period(s) specified in the Schedule of Performance for performance of the services rendered pursuant to this Agreement shall be extended because of any delays due to unforeseeable causes beyond the control and without the fault or negligence of the Contractor, including, but not restricted to, acts of God or of the public enemy, unusually severe weather, fires, earthquakes, floods, epidemics, quarantine restrictions, riots, strikes, freight embargoes, wars, litigation, and/or acts of any governmental agency, including the City, if the Contractor shall within ten (10) days of the commencement of such delay notify the Project Manager in writing of the causes of the delay. The Project Manager shall ascertain the facts and the extent of delay, and extend the time for performing the services for the period of the enforced delay when and if in the judgment of the Project Manager such delay is justified. The Project Manager’s determination -11-
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shall be final and conclusive upon the Parties to this Agreement. In no event shall Contractor be entitled to recover damages against the City for any delay in the performance of this Agreement, however caused, Contractor’s sole remedy being extension of the Agreement pursuant to this Section.
3.4 Final Acceptance.
Acceptance of the Project shall only be by action of the City Council. Neither the acceptance nor any prior inspections or failure to inspect shall constitute a waiver by City of any defects in the work. From and after acceptance, the Project shall be owned and operated by City.
As a condition to acceptance, Contractor shall certify to City in writing that all of the work has been performed in strict conformity with the Agreement and that all costs have been paid or supplied to City for security required herein, satisfactory to City, guaranteeing such performance.
ARTICLE 4. COORDINATION OF WORK
4.1 Representatives and Personnel of Contractor.
The following principals of Contractor (“Principals”) are hereby designated as being the principals and representatives of Contractor authorized to act on its behalf with respect to the work specified herein and make all decisions in connection therewith:
Jacob Breedlove ______ Vice President
(Name) (Title)
________________________ ________________________
(Name) (Title)
________________________ ________________________
(Name) (Title)
The Principals shall be responsible during the term of this Agreement for directing all activities of Contractor and devoting sufficient time to personally supervise the services hereunder. All personnel of Contractor, and any authorized agents, shall at all times be under the exclusive direction and control of the Principals. For purposes of this Agreement, the Principals may not be replaced nor may their responsibilities be substantially reduced by Contractor without the express written approval of City. Additionally, Contractor shall make every reasonable effort to maintain the stability and continuity of Contractor’s staff and subcontractors, if any, assigned to perform the services required under this Agreement. Contractor shall notify City of any changes in Contractor’s staff and subcontractors, if any, assigned to perform the services required under this Agreement, prior to and during any such performance.
4.2 Status of Contractor.
Contractor shall have no authority to bind City in any manner, or to incur any obligation, debt or liability of any kind on behalf of or against City, whether by contract or otherwise, unless such authority is expressly conferred under this Agreement or is otherwise expressly conferred in -12-
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writing by City. Contractor shall not at any time or in any manner represent that Contractor or any of Contractor’s officers, employees, or agents are in any manner officials, officers, employees or agents of City. Neither Contractor, nor any of Contractor’s officers, employees or agents, shall obtain any rights to retirement, health care or any other benefits which may otherwise accrue to City’s employees. Contractor expressly waives any claim Contractor may have to any such rights.
4.3 Project Manager.
The Project Manager shall be Victor Lopez, P.E., Associate Civil Engineer, or any other person as may be designated by the City’s Director of Public Works or City Engineer. It shall be the Contractor’s responsibility to assure that the Project Manager is kept informed of the progress of the performance of the services and the Contractor shall refer any decisions which must be made by City to the Project Manager. Unless otherwise specified herein, any approval of City required hereunder shall mean the approval of the Project Manager. The Project Manager shall have authority, if specified in writing by the City’s Director of Public Works or City Engineer , to sign all documents on behalf of the City required hereunder to carry out the terms of this Agreement.
4.4 Independent Contractor.
Neither the City nor any of its employees shall have any control over the manner, mode or means by which Contractor, its agents or employees, perform the services required herein, except as otherwise set forth herein. City shall have no voice in the selection, discharge, supervision or control of Contractor’s employees, servants, representatives or agents, or in fixing their number, compensation or hours of service. Contractor shall perform all services required herein as an independent contractor of City and shall remain at all times as to City a wholly independent contractor with only such obligations as are consistent with that role. City shall not in any way or for any purpose become or be deemed to be a partner of Contractor in its business or otherwise or a joint venturer or a member of any joint enterprise with Contractor.
4.5 Prohibition Against Subcontracting or Assignment.
The experience, knowledge, capability and reputation of Contractor, its principals and employees were a substantial inducement for the City to enter into this Agreement. Therefore, Contractor shall not contract with any other entity to perform in whole or in part the services required hereunder without the express written approval of the City. All subcontractors shall obtain, at its or Contractor’s expense, such licenses, permits, registrations and approvals (including from the City) as may be required by law for the performance of any services or work under this Agreement. In addition, neither this Agreement nor any interest herein may be transferred, assigned, conveyed, hypothecated or encumbered voluntarily or by operation of law, whether for the benefit of creditors or otherwise, without the prior written approval of City. Transfers restricted hereunder shall include the transfer to any person or group of persons acting in concert of more than twenty five percent (25%) of the present ownership and/or control of Contractor, taking all transfers into account on a cumulative basis. In the event of any such unapproved transfer, including any bankruptcy proceeding, this Agreement shall be void. No approved transfer shall release the Contractor or any surety of Contractor of any liability hereunder without the express consent of City.
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ARTICLE 5. INSURANCE, INDEMNIFICATION AND BONDS
5.1 Insurance Coverages.
Without limiting Contractor’s indemnification of City, and prior to commencement of any services under this Agreement, Contractor shall obtain, provide and maintain at its own expense during the term of this Agreement, policies of insurance of the type and amounts described below and in a form satisfactory to City.
(a) General Liability Insurance. Contractor shall maintain commercial general liability insurance with coverage at least as broad as Insurance Services Office form ISO CGL CG 00 01 or equivalent, in an amount not less than $5,000,000 per occurrence, $10,000,000 general aggregate, for bodily injury, personal injury, and property damage. The policy must include contractual liability that has not been amended. Any endorsement restricting standard ISO “insured contract” language will not be accepted.
(b) Automobile liability insurance. Contractor shall maintain automobile insurance at least as broad as Insurance Services Office form ISO CA 00 01, including “any auto” and endorsement CA 0025 or equivalent, covering bodily injury and property damage for all activities of the Contractor arising out of or in connection with Services to be performed under this Agreement, including coverage for any owned, hired, non-owned or rented vehicles, in an amount not less than $2,000,000 combined single limit for each accident. (c) Workers’ compensation insurance. Contractor shall maintain Workers’ Compensation Insurance (Statutory Limits) and Employer’s Liability Insurance (with limits of at least $1,000,000).
(d) Builder’s Risk Insurance. Contractor shall maintain Builder’s Risk (Course of Construction) insurance utilizing an “All Risk” (Special Perils) coverage form, with limits equal to the completed value of the project and no coinsurance penalty provisions or provisional limit provisions. The policy must include: (1) coverage for any ensuing loss from faulty workmanship, nonconforming work, omission or deficiency in design or specifications; (2) coverage against machinery accidents and operational testing; (3) coverage for removal of debris, and insuring the buildings, structures, machinery, equipment, materials, facilities, fixtures and all other properties constituting a part of the project; (4) ordinance or law coverage for contingent rebuilding, demolition, and increased costs of construction; (5) transit coverage (unless insured by the supplier or receiving contractor), with sub-limits sufficient to insure the full replacement value of any key equipment item; (6) ocean marine cargo coverage insuring any project materials or supplies, if applicable; (7) coverage with sub-limits sufficient to insure the full replacement value of any property or equipment stored either on or off the project site or any staging area.
If the Project does not involve new or major reconstruction, then at the option of City, an Installation Floater may be acceptable. For such projects, a Property Installation Floater shall be obtained that provides for the improvement, remodel, modification, alteration, conversion or adjustment to existing buildings, structures, processes, machinery and equipment. The Property Installation Floater shall provide property damage coverage for any building, structure, machinery or equipment damaged, impaired, broken, or destroyed during the performance of the work, including during transit, installation, and testing at the Project site.
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(e) Pollution Liability Insurance. Contractor shall maintain Environmental Impairment Liability insurance, written on a Contractor’s Pollution Liability form or other form acceptable to City providing coverage for liability arising out of sudden, accidental, and gradual pollution and remediation. The policy limit shall be no less than $1,000,000 per claim and $2,000,000 in the aggregate. All activities contemplated in this Agreement shall be specifically scheduled on the policy as “covered operations.” The policy shall provide coverage for the hauling of waste from the project site to the final disposal location, including non-owned disposal sites.
Products/completed operations coverage shall extend a minimum of three (3) years after project completion. Coverage shall be included on behalf of the insured for covered claims arising out of the actions of independent contractors. If the insured is using subcontractors, the policy must include work performed “by or on behalf” of the insured. Policy shall contain no language that would invalidate or remove the insurer’s duty to defend or indemnify for claims or suits expressly excluded from coverage. Policy shall specifically provide for a duty to defend on the part of the insurer.
If Contractor maintains broader coverage and/or higher limits than the minimums shown above, City requires and shall be entitled to the broader coverage and/or the higher limits maintained by Contractor. Any available insurance proceeds in excess of the specified minimum limits of insurance and coverage shall be available to City.
5.2 General Insurance Requirements.
(a) Subcontractors. Contractor shall include all subcontractors as insureds under its policies or shall furnish separate certificates and certified endorsements for each subcontractor. All coverages for subcontractors shall include all of the requirements stated herein. (b) Proof of Insurance. Contractor shall provide certificates of insurance and endorsements to City as evidence of the insurance coverages required herein, along with a waiver of subrogation endorsement for workers’ compensation. Insurance certificates and endorsements must be approved by City’s Risk Manager prior to commencement of performance. Current certification of insurance shall be kept on file with City at all times during the term of this Agreement. City reserves the right to require complete, certified copies of all required insurance policies, at any time.
(c) Duration of Coverage. Contractor shall procure and maintain for the duration of this Agreement insurance against claims for injuries to persons or damages to property, which may arise from or in connection with the performance of the Services hereunder by Contractor, its agents, representatives, employees or subcontractors. (d) Primary/noncontributing. Coverage provided by Contractor shall be primary and any insurance or self-insurance procured or maintained by City shall not be required to contribute with it. The limits of insurance required herein may be satisfied by a combination of primary and umbrella or excess insurance. Any umbrella or excess insurance shall contain or be endorsed to contain a provision that such coverage shall also apply on a primary and noncontributory basis for the benefit of City before the City’s own insurance or self-insurance shall be called upon to protect it as a named insured.
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(e) City’s Rights of Enforcement. In the event any policy of insurance required under this Agreement does not comply with these specifications or is canceled and not replaced, City has the right but not the duty to obtain the insurance it deems necessary and any premium paid by City will be promptly reimbursed by Contractor or City will withhold amounts sufficient to pay premium from Contractor payments. In the alternative, City may cancel this Agreement. (f) Waiver of Subrogation. All insurance coverage maintained or procured pursuant to this agreement shall be endorsed to waive subrogation against City, its elected or appointed officers, agents, officials, employees and volunteers or shall specifically allow Contractor or others providing insurance evidence in compliance with these specifications to waive their right of recovery prior to a loss. Contractor hereby waives its own right of recovery against City, and shall require similar written express waivers and insurance clauses from each of its subcontractors.
(g) Enforcement of Contract Provisions (non-estoppel). Contractor acknowledges and agrees that any actual or alleged failure on the part of the City to inform Contractor of non-compliance with any requirement imposes no additional obligations on the City nor does it waive any rights hereunder.
(h) Requirements Not Limiting. Requirements of specific coverage features or limits contained in this section are not intended as a limitation on coverage, limits or other requirements, or a waiver of any coverage normally provided by any insurance. Specific reference to a given coverage feature is for purposes of clarification only as it pertains to a given issue and is not intended by any party or insured to be all inclusive, or to the exclusion of other coverage, or a waiver of any type. If the Contractor maintains higher limits than the minimums shown above, the City requires and shall be entitled to coverage for the higher limits maintained by the Contractor. Any available insurance proceeds in excess of the specified minimum limits of insurance and coverage shall be available to the City.
(i) Notice of Cancellation. Contractor agrees to oblige its insurance agent or broker and insurers to provide to City with a thirty (30) day notice of cancellation (except for nonpayment for which a ten (10) day notice is required) or nonrenewal of coverage for each required coverage.
(j) Additional Insured Status. General and auto liability policies shall provide or be endorsed to provide that City and its officers, officials, employees, and agents, and volunteers shall be additional insureds under such policies. This provision shall also apply to any excess/umbrella liability policies.
(k) Prohibition of Undisclosed Coverage Limitations. None of the coverages required herein will be in compliance with these requirements if they include any limiting endorsement of any kind that has not been first submitted to City and approved of in writing. (l) Separation of Insureds. A severability of interests provision must apply for all additional insureds ensuring that Contractor’s insurance shall apply separately to each insured against whom claim is made or suit is brought, except with respect to the insurer’s limits of liability. The policy(ies) shall not contain any cross-liability exclusions. -16-
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(m) Pass Through Clause. Contractor agrees to ensure that its subconsultants, subcontractors, and any other party involved with the project who is brought onto or involved in the project by Contractor, provide the same minimum insurance coverage and endorsements required of Contractor. Contractor agrees to monitor and review all such coverage and assumes all responsibility for ensuring that such coverage is provided in conformity with the requirements of this section. Contractor agrees that upon request, all agreements with consultants, subcontractors, and others engaged in the project will be submitted to City for review. (n) Agency’s Right to Revise Specifications. The City reserves the right at any time during the term of the contract to change the amounts and types of insurance required by giving the Contractor ninety (90) days advance written notice of such change. If such change results in substantial additional cost to the Contractor, the City and Contractor may renegotiate Contractor’s compensation.
(o) Self-Insured Retentions. Any self-insured retentions must be declared to and approved by City. City reserves the right to require that self-insured retentions be eliminated, lowered, or replaced by a deductible. Self-insurance will not be considered to comply with these specifications unless approved by City.
(p) Timely Notice of Claims. Contractor shall give City prompt and timely notice of claims made or suits instituted that arise out of or result from Contractor’s performance under this Agreement, and that involve or may involve coverage under any of the required liability policies.
(q) Additional Insurance. Contractor shall also procure and maintain, at its own cost and expense, any additional kinds of insurance, which in its own judgment may be necessary for its proper protection and prosecution of the work.
5.3 Indemnification.
Contractor shall indemnify, defend with legal counsel approved by City, and hold harmless City, its officers, officials, employees and volunteers (each, an “Indemnitee”) from and against all liability, loss, damage, expense, cost (including without limitation reasonable legal counsel fees, expert fees and all other costs and fees of litigation) of every nature arising out of or in connection with Contractor's performance of work under this Agreement or its failure to comply with any of its obligations contained in this Agreement, except such loss or damage which is caused by the sole or active negligence or willful misconduct of the City. Should conflict of interest principles preclude a single legal counsel from representing both City and Contractor, or should City otherwise find Contractor’s legal counsel unacceptable, then Contractor shall reimburse the City its costs of defense, including without limitation reasonable legal counsels fees, expert fees and all other costs and fees of litigation. The Contractor shall promptly pay any final judgment rendered against the City (and its officers, officials, employees and volunteers) with respect to claims determined by a trier of fact to have been the result of the Contractor’s negligent, reckless or wrongful performance. It is expressly understood and agreed that the foregoing provisions are intended to be as broad and inclusive as is permitted by the law of the State of California and will survive termination of this Agreement.
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Contractor obligations under this section apply regardless of whether or not such claim, charge, damage, demand, action, proceeding, loss, stop notice, cost, expense, judgment, civil fine or penalty, or liability was caused in part or contributed to by an Indemnitee. However, without affecting the rights of City under any provision of this Agreement, Contractor shall not be required to indemnify and hold harmless City for liability attributable to the active negligence of City, provided such active negligence is determined by agreement between the parties or by the findings of a court of competent jurisdiction. In instances where City is shown to have been actively negligent and where City’s active negligence accounts for only a percentage of the liability involved, the obligation of Contractor will be for that entire portion or percentage of liability not attributable to the active negligence of City.
5.4 Notification of Third-Party Claims.
City shall timely notify Contractor of the receipt of any third-party claim relating to the work under this Agreement. City shall be entitled to recover from Contractor its reasonable costs incurred in providing such notification.
5.5 Performance and Payment Bonds.
Concurrently with execution of this Agreement, Contractor shall deliver to the City all of the following bonds if the Contract Sum should exceed $25,000:
(a) A performance bond securing the faithful performance of this Agreement, in an amount not less than 100% of the total compensation for this Agreement, as stated in Section
2.1. (b) A payment bond, securing the payment of all persons furnishing labor and/or materials in connection with the work under this Agreement, in an amount not less than 100% of the total compensation for this Agreement, as stated in Section 2.1.
All bonds shall be on the applicable forms provided in Exhibit “C” and Exhibit “D” attached hereto and made part hereof. The bonds shall each contain the original notarized signature of an authorized officer of the surety and affixed thereto shall be a certified and current copy of his/her power of attorney. The bonds shall be unconditional and remain in force during the entire term of the Agreement until released pursuant to Section 5.7 hereof.
5.6 Sufficiency of Insurer or Surety.
Insurance and bonds required by this Agreement shall be satisfactory only if issued by companies qualified to do business in California, rated “A-” or better in the most recent edition of Best’s Rating Guide, The Key Rating Guide or in the Federal Register, and only if they are of a financial category Class VII or better. If the City determines that the work to be performed under this Agreement creates an increased or decreased risk of loss to the City, the Contractor agrees that the minimum limits of the insurance policies and the bonds may be changed accordingly upon receipt of written notice from the City’s Risk Manager. -18-
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5.7 Release of Securities.
City shall release the performance bond and payment bond when the following have occurred:
(a) Contractor has made a written request for release and provided evidence of satisfaction of all other requirements under Article 5 of this Agreement; (b) the Project has been accepted; and
(c) after passage of the time within which lien claims are required to be made pursuant to applicable laws; if lien claims have been timely filed, City shall hold the payment bond until such claims have been resolved, Contractor has provided statutory bond, or otherwise as required by applicable law.
ARTICLE 6. RECORDS, REPORTS, AND RELEASE OF INFORMATION
6.1 Records.
Contractor shall keep, and require subcontractors to keep, such ledgers, books of accounts, invoices, vouchers, canceled checks, reports, studies, certified and accurate copies of payroll records in compliance with all applicable laws, or other documents relating to the disbursements charged to City and services performed hereunder (the “books and records”), as shall be necessary to perform the services required by this Agreement and enable the Project Manager to evaluate the performance of such services. Any and all such documents shall be maintained in accordance with generally accepted accounting principles and shall be complete and detailed. The Project Manager shall have full and free access to such books and records at all times during normal business hours of City, including the right to inspect, copy, audit and make records and transcripts from such records. Such records shall be maintained for a period of 3 years following completion of the services hereunder, and the City shall have access to such records in the event any audit is required.
In the event of dissolution of Contractor’s business, custody of the books and records may be given to City, and access shall be provided by Contractor’s successor in interest. Notwithstanding the above, the Contractor shall fully cooperate with the City in providing access to the books and records if a public records request is made and disclosure is required by law including but not limited to the California Public Records Act.
6.2 Reports.
Contractor shall periodically prepare and submit to the Project Manager such reports concerning the performance of the services required by this Agreement as the Project Manager shall require. Contractor hereby acknowledges that the City is greatly concerned about the cost of work and services to be performed pursuant to this Agreement. For this reason, Contractor agrees that if Contractor becomes aware of any facts, circumstances, techniques, or events that may or will materially increase or decrease the cost of the work or services contemplated herein, Contractor shall promptly notify the Project Manager of said fact, circumstance, technique or event and the estimated increased or decreased cost related thereto. -19-
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6.3 Ownership of Documents.
All drawings, specifications, maps, designs, photographs, studies, surveys, data, notes, computer files, reports, records, documents and other materials (the “documents and materials”) prepared by Contractor, its employees, subcontractors and agents in the performance of this Agreement shall be the property of City and shall be delivered to City upon request of the Project Manager or upon the termination of this Agreement, and Contractor shall have no claim for further employment or additional compensation as a result of the exercise by City of its full rights of ownership use, reuse, or assignment of the documents and materials hereunder. Any use, reuse or assignment of such completed documents for other projects and/or use of uncompleted documents without specific written authorization by the Contractor will be at the City’s sole risk and without liability to Contractor, and Contractor’s guarantee and warranties shall not extend to such use, reuse or assignment. Contractor may retain copies of such documents for its own use. Contractor shall have an unrestricted right to use the concepts embodied therein. All subcontractors shall provide for assignment to City of any documents or materials prepared by them, and in the event Contractor fails to secure such assignment, Contractor shall indemnify City for all damages resulting therefrom. Moreover, Contractor with respect to any documents and materials that may qualify as “works made for hire” as defined in 17 U.S.C. § 101, such documents and materials are hereby deemed “works made for hire” for the City.
6.4 Confidentiality and Release of Information.
(a) Information gained or work product produced by Contractor in performance of this Agreement shall be considered confidential, unless such information is in the public domain or already known to Contractor. Contractor shall not release or disclose any such information or work product to persons or entities other than City without prior written authorization from the Project Manager.
(b) Contractor, its officers, employees, agents or subcontractors, shall not, without prior written authorization from the Project Manager or unless requested by the City Attorney, voluntarily provide documents, declarations, letters of support, testimony at depositions, response to interrogatories or other information concerning the work performed under this Agreement. Response to a subpoena or court order shall not be considered “voluntary” provided Contractor gives City notice of such court order or subpoena. (c) If Contractor, or any officer, employee, agent or subcontractor of Contractor, provides any information or work product in violation of this Agreement, then City shall have the right to reimbursement and indemnity from Contractor for any damages, costs and fees, including attorneys’ fees, caused by or incurred as a result of Contractor’s conduct. (d) Contractor shall promptly notify City should Contractor, its officers, employees, agents or subcontractors be served with any summons, complaint, subpoena, notice of deposition, request for documents, interrogatories, request for admissions or other discovery request, court order or subpoena from any party regarding this Agreement and the work performed there under. City retains the right, but has no obligation, to represent Contractor or be present at any deposition, hearing or similar proceeding. Contractor agrees to cooperate fully with City and to provide City with the opportunity to review any response to discovery requests provided by -20-
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Contractor. However, this right to review any such response does not imply or mean the right by City to control, direct, or rewrite said response.
ARTICLE 7. ENFORCEMENT OF AGREEMENT; DEFAULT, SUSPENSION AND
TERMINATION
7.1 California Law.
This Agreement shall be interpreted, construed and governed both as to validity and to performance of the parties in accordance with the laws of the State of California. Legal actions concerning any dispute, claim or matter arising out of or in relation to this Agreement shall be instituted in the Superior Court of the County of Los Angeles, State of California, or any other appropriate court in such county, and Contractor covenants and agrees to submit to the personal jurisdiction of such court in the event of such action. In the event of litigation in a U.S. District Court, venue shall lie exclusively in the Central District of California, in the County of Los Angeles, State of California.
7.2 Default of Contractor.
Contractor’s failure to comply with the provisions of this Agreement shall constitute a default. In the event that Contractor is in default for cause under the terms of this Agreement, City shall have no obligation or duty to continue compensating Contractor for any work performed after the date of default and can terminate or suspend this Agreement immediately by written notice to Contractor. If the Project Manager determines that Contractor is in default in the performance of any of the terms or conditions of this Agreement, the Project Manager shall cause to be served upon Contractor a written notice of the default. Contractor shall have ten (10) days after service upon it of said notice in which to cure the default by rendering a satisfactory performance. In the event that Contractor fails to cure its default within such period of time, the City shall have the right, notwithstanding any other provision of this Agreement, to terminate this Agreement without further notice and without prejudice to any other remedy to which it may be entitled at law, in equity or under this Agreement.
7.3 Suspension and Termination.
(a) The City may at any time, for any reason, with or without cause, suspend this Agreement, or any portion hereof, by serving upon Contractor at least ten (10) days prior written notice. Upon receipt of said notice, Contractor shall immediately cease all work under this Agreement, unless the notice provides otherwise. If the City suspends a portion of this Agreement such suspension shall not make void or invalidate the remainder of this Agreement. (b) This Agreement may be terminated by either party for cause. The City may terminate this Agreement without cause upon thirty (30) days’ written notice of termination. Upon termination, Contractor shall be entitled to compensation for completion of any portion of the Project accepted by City up to the effective date of termination unless any portion of the Project is accepted by City after termination in which event Contractor shall be paid for such completed portion.
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7.4 Dispute Resolution Process.
Section 20104 et seq. of the California Public Contract Code prescribes a process utilizing informal conferences, non-binding judicial-supervised mediation, and judicial arbitration to resolve disputes on construction claims of $375,000 or less. Section 9204 of the Public Contract Code prescribes a process for negotiation and mediation to resolve disputes on construction claims.
The intent of this Section is to implement Sections 20104 et seq. and Section 9204 of the California Public Contract Code. This Section shall be construed to be consistent with said statutes.
For purposes of these procedures, “claim” means a separate demand by the Contractor, after the City has denied Contractor’s timely and duly made request for payment for extra work and/or a time extension, for (A) a time extension, (B) payment of money or damages arising from work done by or on behalf of the Contractor pursuant to the Agreement and payment of which is not otherwise expressly provided for or the Contractor is not otherwise entitled to, or (C) an amount the payment of which is disputed by the City.
The following requirements apply to all claims to which this section applies:
(a) Claim Submittal. The claim shall be in writing and include the documents necessary to substantiate the claim. Claims governed by this procedure must be filed on or before the date of final payment. Nothing in this section is intended to extend the time limit or supersede notice requirements otherwise provided in the Agreement for the filing of claims, including all requirements pertaining to compensation or payment for extra work, disputed work, and/or changed conditions. Failure to follow such contractual requirements shall bar any claims or subsequent lawsuits for compensation or payment thereon. (b) Supporting Documentation. The Contractor shall submit all claims in the following format:
(i) Summary of the claim, including references to the specific Contract Document provisions upon which the claim is based.
(ii) List of documents relating to claim: (a) Specifications, (b) Drawings, (c) Clarifications (Requests for Information), (d) Schedules, and (e) Other. (iii) Chronology of events and correspondence related to the claim. (iv) Statement of grounds for the claim.
(v) Analysis of the claim’s cost, if any.
(vi) Analysis of the claim’s time/schedule impact, if any. (c) City’s Response. Upon receipt of a claim pursuant to this section, City shall conduct a reasonable review of the claim and, within a period not to exceed 45 days, shall provide the Contractor a written statement identifying what portion of the claim is disputed and what portion is undisputed. Any payment due on an undisputed portion of the claim will be processed and made within 60 days after the City issues its written statement. -22-
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(i) If the City needs approval from the City Council to provide the Contractor a written statement identifying the disputed portion and the undisputed portion of the claim, and the City Council 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 City shall have up to three days following the next duly publicly noticed meeting of the City Council after the 45-day period, or extension, expires to provide the Contractor a written statement identifying the disputed portion and the undisputed portion. (ii) Within 30 days of receipt of a claim, the City may request in writing additional documentation supporting the claim or relating to defenses or claims the City may have against the Contractor. If additional information is thereafter required, it shall be requested and provided pursuant to this subdivision, upon mutual agreement of City and the Contractor. (iii) The City’s written response to the claim, as further documented, shall be submitted to the Contractor within 30 days (if the claim is less than $50,000, within 15 days) after receipt of the further documentation, or within a period of time no greater than that taken by the Contractor in producing the additional information or requested documentation, whichever is greater.
(d) Meet and Confer. If the Contractor disputes the City’s written response, or the City fails to respond within the time prescribed, the Contractor may so notify the City, in writing, either within 15 days of receipt of the City’s response or within 15 days of the City’s failure to respond within the time prescribed, respectively, and demand an informal conference to meet and confer for settlement of the issues in dispute. Upon receipt of a demand, the City shall schedule a meet and confer conference within 30 days for settlement of the dispute. (e) Mediation. 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 City shall provide the Contractor 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 City 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 City and the Contractor sharing the associated costs equally. The City and Contractor shall mutually agree to a mediator within 10 business days after the disputed portion of the claim has been identified in writing, unless the parties agree to select a mediator at a later time. (i) 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. (ii) 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. -23-
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(iii) Unless otherwise agreed to by the City and the contractor in writing, the mediation conducted pursuant to this section shall excuse any further obligation under Public Contract Code Section 20104.4 to mediate after litigation has been commenced. (iv) All unresolved claims shall be considered jointly in a single mediation, unless a new unrelated claim arises after mediation is completed. (f) City’s Responses. The City’s failure to respond to a claim from the Contractor within the time periods described in this section 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 City’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 of qualifications of the Contractor. City’s failure to respond shall not waive City’s rights to any subsequent procedures for the resolution of disputed claims.
(g) Government Code Claims. If following the mediation, the claim or any portion remains in dispute, the Contractor must comply with the claim procedures set forth in Government Code Section 900 et seq. prior to filing any lawsuit against the City. Such Government Code claims and any subsequent lawsuit based upon the Government Code claims shall be limited to those matters that remain unresolved after all procedures pertaining to extra work, disputed work, construction claims, and/or changed conditions, including any required mediation, have been followed by Contractor. If no such Government Code claim is submitted, or if the prerequisite contractual requirements are not satisfied, no action against the City may be filed. A Government Code claim must be filed no earlier than the date that Contractor completes all contractual prerequisites to filing a Government Code claim, including any required mediation.
A Government Code claim shall be inclusive of all unresolved claims unless a new unrelated claim arises after the Government Code claim is submitted. For purposes of Government Code Section 900 et seq., the running of the period of time within which a claim must be filed shall be tolled from the time the Contractor submits his or her written claim to the City until the time the claim is denied, including any period of time utilized by the meet and confer conference or mediation that does not result in a complete resolutions of all claims. (h) Civil Actions for Claims of $375,000 or Less. The following procedures are established for all civil actions filed to resolve claims totaling $375,000 or less:
(i) Within 60 days, but no earlier than 30 days, following the filing or responsive pleadings, the court shall submit the matter to non-binding mediation unless waived by mutual stipulation of both parties or unless mediation was held prior to commencement of the action in accordance with Public Contract Code section 9204 and the procedures in this Section.
The mediation process shall provide for the selection within 15 days by both parties of a disinterested third person as mediator, shall be commenced within 30 days of the submittal, and shall be concluded within 15 days from the commencement of the mediation unless a time requirement is extended upon a good cause showing to the court or by stipulation of both parties.
If the parties fail to select a mediator within the 15-day period, either party may petition the court to appoint the mediator.
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(ii) If the matter remains in dispute, the case shall be submitted to judicial arbitration pursuant to Chapter 2.5 (commencing with Section 1141.10) of Title 3 of Part 3 of the Code of Civil Procedure, notwithstanding Section 1141.11 of that code. The Civil Discovery Act (Title 4 (commencing with Section 2016.010) of Part 4 of the Code of Civil Procedure) shall apply to any proceeding brought under this subdivision consistent with the rules pertaining to judicial arbitration.
(iii) Upon stipulation of the parties, arbitrators appointed for these purposes shall be experienced in construction law, and, upon stipulation of the parties, mediators and arbitrators shall be paid necessary and reasonable hourly rates of pay not to exceed their customary rate, and such fees and expenses shall be paid equally by the parties, except in the case of arbitration where the arbitrator, for good cause, determines a different division. (iv) In addition to Chapter 2.5 (commencing with Section 1141.10) of Title 3 of Part 3 of the Code of Civil Procedure, any party who after receiving an arbitration award requests a trial de novo but does not obtain a more favorable judgment shall, in addition to payment of costs and fees under that chapter, pay the attorney's fees of the other party arising out of the trial de novo.
7.5 Waiver.
Waiver by any party to this Agreement of any term, condition, or covenant of this Agreement shall not constitute a waiver of any other term, condition, or covenant. Waiver by any party of any breach of the provisions of this Agreement shall not constitute a waiver of any other provision or a waiver of any subsequent breach or violation of any provision of this Agreement.
Acceptance by City of any work or services by Contractor shall not constitute a waiver of any of the provisions of this Agreement. No delay or omission in the exercise of any right or remedy by a non-defaulting party on any default shall impair such right or remedy or be construed as a waiver.
Any waiver by either party of any default must be in writing and shall not be a waiver of any other default concerning the same or any other provision of this Agreement.
7.6 Rights and Remedies Are Cumulative.
Except with respect to rights and remedies expressly declared to be exclusive in this Agreement, the rights and remedies of the parties are cumulative and the exercise by either party of one or more of such rights or remedies shall not preclude the exercise by it, at the same or different times, of any other rights or remedies for the same default or any other default by the other party.
7.7 Unfair Business Practices Claims.
Pursuant to Public Contract Code section 7103.5, in entering into this Agreement, Contractor offers and agrees to assign to the City all rights, title, and interest in and to all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C. § 15) or under the Cartwright Act (Chapter 2, (commencing with Section 16700) of Part 2 of Division 7 of the Business and Professions Code), arising from purchases of goods, services or materials related to this Agreement. This assignment shall be made and become effective at the time the City tenders final payment to the Contractor without further acknowledgment by the Parties. -25-
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ARTICLE 8. CITY OFFICERS AND EMPLOYEES: NON-DISCRIMINATION
8.1 Non-liability of City Officers and Employees.
No officer or employee of the City shall be personally liable to the Contractor, or any successor in interest, in the event of any default or breach by the City or for any amount which may become due to the Contractor or to its successor, or for breach of any obligation of the terms of this Agreement.
8.2 Conflict of Interest.
Contractor covenants that neither it, nor any officer or principal of its firm, has or shall acquire any interest, directly or indirectly, which would conflict in any manner with the interests of City or which would in any way hinder Contractor’s performance of services under this Agreement. Contractor further covenants that in the performance of this Agreement, no person having any such interest shall be employed by it as an officer, employee, agent or subcontractor without the express written consent of the Project Manager. Contractor agrees to at all times avoid conflicts of interest or the appearance of any conflicts of interest with the interests of City in the performance of this Agreement.
No officer or employee of the City shall have any financial interest, direct or indirect, in this Agreement nor shall any such officer or employee participate in any decision relating to the Agreement which affects his financial interest or the financial interest of any corporation, partnership or association in which he is, directly or indirectly, interested, in violation of any State statute or regulation. The Contractor warrants that it has not paid or given and will not pay or give any third party any money or other consideration for obtaining this Agreement.
8.3 Covenant Against Discrimination.
Contractor covenants that, by and for itself, its heirs, executors, assigns, and all persons claiming under or through them, there shall be no discrimination against or segregation of, any person or group of persons on account of race, color, creed, religion, sex, gender, sexual orientation, marital status, national origin, ancestry, or other protected class in the performance of this Agreement. Contractor shall take affirmative action to insure that applicants are employed and that employees are treated during employment without regard to their race, color, creed, religion, sex, gender, sexual orientation, marital status, national origin, ancestry, or other protected class.
8.4 Unauthorized Aliens.
Contractor hereby promises and agrees to comply with all of the provisions of the Federal Immigration and Nationality Act, 8 U.S.C. § 1101 et seq., as amended, and in connection therewith, shall not employ unauthorized aliens as defined therein. Should Contractor so employ such unauthorized aliens for the performance of work and/or services covered by this Agreement, and should any liability or sanctions be imposed against City for such use of unauthorized aliens, Contractor hereby agrees to and shall reimburse City for the cost of all such liabilities or sanctions imposed, together with any and all costs, including attorneys’ fees, incurred by City. -26-
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ARTICLE 9. MISCELLANEOUS PROVISIONS
9.1 Provisions Required By Law.
Each and every provision of law and clause required by law to be inserted in this Agreement shall be deemed to be inserted herein, and the Agreement shall be read and enforced as though it were included herein. If through mistake or otherwise any such provision is not inserted, or is not correctly inserted, then upon application of either party, the contract shall forthwith be physically amended to make such insertion or correction.
9.2 Notices.
Any notice, demand, request, document, consent, approval, or communication either party desires or is required to give to the other party or any other person shall be in writing and either served personally or sent by prepaid, first-class mail, in the case of the City, to the City Manager and to the attention of the Project Manager (with her/his name and City title), City of Carson, 701 E Carson Street, Carson, California 90745 and in the case of the Contractor, to the person(s) at the address designated on the execution page of this Agreement. Either party may change its address by notifying the other party of the change of address in writing. Notice shall be deemed communicated at the time personally delivered or in seventy-two (72) hours from the time of mailing if mailed as provided in this Section.
9.3 Interpretation.
The terms of this Agreement shall be construed in accordance with the meaning of the language used and shall not be construed for or against either party by reason of the authorship of this Agreement or any other rule of construction which might otherwise apply.
9.4 Counterparts.
This Agreement may be executed in any number of counterparts and each of such counterparts shall for all purposes be deemed to be an original, whether the signatures are originals, electronic, facsimiles or digital. All such counterparts shall together constitute but one and the same Agreement. All signatures on bonds must be originals.
9.5 Integration; Amendment.
This Agreement including the attachments hereto is the entire, complete and exclusive expression of the understanding of the parties. It is understood that there are no oral agreements between the parties hereto affecting this Agreement and this Agreement supersedes and cancels any and all previous negotiations, arrangements, agreements and understandings, if any, between the parties, and none shall be used to interpret this Agreement. No amendment to or modification of this Agreement shall be valid unless made in writing and approved by the Contractor and by the City Council. The parties agree that this requirement for written modifications cannot be waived and that any attempted waiver shall be void.
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9.6 Severability.
In the event that any one or more of the phrases, sentences, clauses, paragraphs, or sections contained in this Agreement shall be declared invalid or unenforceable by a valid judgment or decree of a court of competent jurisdiction, such invalidity or unenforceability shall not affect any of the remaining phrases, sentences, clauses, paragraphs, or sections of this Agreement which are hereby declared as severable and shall be interpreted to carry out the intent of the parties hereunder unless the invalid provision is so material that its invalidity deprives either party of the basic benefit of their bargain or renders this Agreement meaningless.
9.7 Warranty & Representation of Non-Collusion.
No official, officer, or employee of City has any financial interest, direct or indirect, in this Agreement, nor shall any official, officer, or employee of City participate in any decision relating to this Agreement which may affect his/her financial interest or the financial interest of any corporation, partnership, or association in which (s)he is directly or indirectly interested, or in violation of any corporation, partnership, or association in which (s)he is directly or indirectly interested, or in violation of any State or municipal statute or regulation. The determination of “financial interest” shall be consistent with State law and shall not include interests found to be “remote” or “noninterests” pursuant to Government Code Sections 1091 or 1091.5. Contractor warrants and represents that it has not paid or given, and will not pay or give, to any third party including, but not limited to, any City official, officer, or employee, any money, consideration, or other thing of value as a result or consequence of obtaining or being awarded any agreement.
Contractor further warrants and represents that (s)he/it has not engaged in any act(s), omission(s), or other conduct or collusion that would result in the payment of any money, consideration, or other thing of value to any third party including, but not limited to, any City official, officer, or employee, as a result of consequence of obtaining or being awarded any agreement. Contractor is aware of and understands that any such act(s), omission(s) or other conduct resulting in such payment of money, consideration, or other thing of value will render this Agreement void and of no force or effect.
Contractor’s Authorized Initials _______
9.8 Corporate Authority.
The persons executing this Agreement on behalf of the parties hereto warrant that (i) such party is duly organized and existing, (ii) they are duly authorized to execute and deliver this Agreement on behalf of said party, (iii) by so executing this Agreement, such party is formally bound to the provisions of this Agreement, and (iv) the entering into this Agreement does not violate any provision of any other Agreement to which said party is bound. This Agreement shall be binding upon the heirs, executors, administrators, successors and assigns of the parties. [SIGNATURES ON FOLLOWING PAGE]
-28-
01007.0006 2202759.1
IN WITNESS WHEREOF, the parties hereto have executed this Agreement on the date and year first-above written.
CITY:
CITY OF CARSON, a California charter
city
______________________________
Lula Davis-Holmes, Mayor
ATTEST:
Dr. Khaleah K. Bradshaw, City Clerk
APPROVED AS TO FORM:
ALESHIRE & WYNDER, LLP
_____________________________
Sunny K. Soltani, City Attorney
[pks; rjl]
CONTRACTOR:
R.J. NOBLE COMPANY, a California
corporation
*By: _______________________________
Name: _____________________________
Title: _____________________________
*By: _______________________________
Name: _____________________________
Title: _____________________________
Address: 15505 E. Lincoln Ave.
Orange, CA 92865
*Two corporate officer signatures required when Contractor is a corporation, with one signature required from each of the following groups: 1) Chairman of the Board, President or any Vice President; and 2) Secretary, any Assistant Secretary, Chief Financial Officer or any Assistant Treasurer. APPROPRIATE
ATTESTATIONS SHALL BE INCLUDED AS MAY BE REQUIRED BY THE BYLAWS, ARTICLES OF INCORPORATION, OR OTHER RULES OR REGULATIONS APPLICABLE TO CONTRACTOR’S BUSINESS ENTITY.
01007.0006 2202759.1 A-1
EXHIBIT A
CONTRACTOR’S BID
01007.0006 2202759.1
EXHIBIT B
SPECIAL REQUIREMENTS
(Superseding Contract Boilerplate)
If the Parties wish to revise provisions in the Agreement above (from page 1 through the signature page), then the revisions shall be presented in this Exhibit B, with deletions shown in strike through and additions shown in bold and italics.
I. Section 9.9 (Federal Contract Provisions) is hereby added to the Agreement to read in its entirety as follows:
“9.9 Federal Contract Provisions. The contract provisions contained in Exhibit 12-G, Required Federal-Aid Contract Language, attached to “Exhibit B-1,” is hereby incorporated into this Agreement and made part hereof. To the extent any conflicts may exist between any provisions in Exhibit B-1 and the remainder of this Agreement, those contained in Exhibit B-1 shall control.
Additionally, attached here to as “Exhibit B-2” is Form FHWA 1273 for Required Contract Provisions in Federal-Aid Construction Contracts.”
01007.0006 2202759.1
EXHIBIT C
PERFORMANCE BOND
We, R.J. Noble Company, a California corporation, as Principal, and ____________, as Surety, jointly and severally, firmly bind ourselves, our heirs, representatives, successors and assigns, as set forth herein, to the City of Carson (“City”) for payment of the penal sum of Four Million Four Hundred Forty Eight Thousand Two Hundred Eighty Seven U.S. Dollars and Eighty Cents ($4,448,287.80). City and Principal have entered into an agreement, or are about to enter into the agreement attached hereto and incorporated by reference herein, for completion of public works for the property(ies) referenced in said agreement. Surety herein approves of the terms and conditions of said agreement and binds itself to faithfully perform the obligations of Principal therein if Principal fails to so perform. Surety acknowledges that the agreement herein referenced shall be that document as executed by City and Principal.
THE CONDITION OF THIS OBLIGATION IS SUCH that if the Principal shall in all things stand to and abide by, and well and truly keep and perform all of the covenants, conditions, and provisions in said agreement, and any alteration thereof made as therein provided, on Principal's part to be kept and performed at the time and in the manner therein specified, and shall indemnify and save harmless the City, City’s engineer, and their consultants, and each of their officials, directors, officers, employees and agents, as therein stipulated, then this obligation shall become null and void; otherwise, it shall be and remain in full force and effect.
Surety agrees that should it fail to take over and diligently perform the agreement upon Principal's default after notice and within the time specified in the agreement, Surety will promptly on demand deposit with City such amount as City may reasonably estimate as the cost of completing all of Principal's obligations. Surety's obligation for payment herein shall exist, notwithstanding any controversy between Principal and City regarding Principal's failure under the agreement, and payment by Surety should be conclusively presumed between the parties herein to relieve, as demanded, Surety's obligations herein and shall be deemed proper payment as between Principal and Surety.
Surety agrees that no change, extension of time, alteration, or addition to the terms of the agreement, or the work to be performed thereunder or the plans and specifications, or any matters unknown to Surety which may affect Surety's risk shall in any wise affect its obligation on this bond, and it does thereby waive notice thereof.
Principal and Surety agree that if the City is required to engage the services of an attorney in connection with the enforcement of this bond, each shall pay City's reasonable attorneys' fees incurred, with or without suit, in addition to the above sum. 01007.0006 2202759.1
Executed this day of _________, ____.
Seal of Corporation _____________
By:____________________________________
Authorized Representative of Principal
Title: _____________
(ATTACH ACKNOWLEDGEMENT OF AUTHORIZED REPRESENTATIVES)
Any claims under this bond may be addressed to: (check one) Surety's agent for service
of process in California: ( ) _____________________
[name of surety company]
_________________________ ____________________________________ Name Street Number
_________________________ ____________________________________ Street Number City and State
_________________________ ____________________________________ City and State Telephone Number
_________________________
Telephone Number
By:____________________________________
Attorney in Fact or other
Representative
(ATTACH ACKNOWLEDGEMENT OF AUTHORIZED REPRESENTATIVE)
Furnish the name, address and phone number of the company agent as well as the surety company.
Sureties must be authorized to do business in and have an agent for service of process in California and be on the accredited list of the United States Treasury Department (their bonds will be limited to such amounts as would be acceptable to the Treasury Department), and otherwise meet the requirements of the agreement.
01007.0006 2202759.1
EXHIBIT D
PAYMENT BOND
We, R.J. Noble Company, a California corporation, as Principal, and ____________, as Surety, jointly and severally, firmly bind ourselves, our heirs, representatives, successors and assigns, as set forth herein, to the City of Carson (“City”) and those for whose benefit this bond insures in the sum of Four Million Four Hundred Forty Eight Thousand Two Hundred Eighty Seven U.S.
Dollars and Eighty Cents ($4,448,287.80). City and Principal have entered into an agreement, or are about to enter into the agreement attached hereto and incorporated by reference herein, for completion of public works for the property(ies) referenced in said agreement. Surety herein approves of the terms and conditions of said agreement and binds itself to faithfully perform the obligations of Principal therein if Principal fails to so perform. Surety acknowledges that the agreement herein referenced shall be that document as executed by City and Principal. If Principal or any of Principal's contractors or subcontractors, fails to pay any of the persons named in Section 9000 et seq. of the California Civil Code employed in the performance of the agreement for materials furnished or for labor thereon of any kind, or for amounts due under the Unemployment Insurance Code with respect to such work or labor, then Surety shall pay the same in an amount not exceeding the sum specified above, and also shall pay, in case suit is brought upon this bond, such reasonable attorneys' fees as shall be fixed by the court.
Surety agrees that it shall pay the amounts due the persons above named and diligently perform the agreement upon Principal's default after notice and within the time specified in the agreement.
If Surety fails to perform within the times specified in the agreement, Surety shall promptly on demand deposit with City such amount as City may reasonably estimate as the cost of completing all of Principal's obligations. Surety's obligation for payment herein shall extend, notwithstanding any controversy between Principal and City regarding Principal's failure under the agreement.
Principal and Surety agree that any payment by Surety pursuant to this paragraph should be conclusively presumed between the parties herein to relieve, as demanded, Surety's obligation herein and shall be deemed proper payment as between Principal and Surety.
This bond shall insure to the benefit of any and all of the persons named in Section 9000 et seq. of the California Civil Code so as to give a right of action to them or their assigns in any suit brought upon this bond.
Surety agrees that no change, extension of time, alteration, or addition to the terms of the agreement, or the work to be performed thereunder, or the plans and specifications, or any matters unknown to Surety which might affect Surety's risk, shall in any way affect its obligation on this bond, and it does hereby waive notice thereof.
Principal and Surety agree that should City become a party to any action on this bond, that each will also pay City's reasonable attorneys' fees incurred therein in addition to the above sums. 01007.0006 2202759.1
Executed this _____________ day of ___________, ______.
Seal of Corporation ______________
By:______________________________
Authorized Representative of Principal
Title: __________
(ATTACH ACKNOWLEDGEMENT OF AUTHORIZED REPRESENTATIVES)
Any claims under this bond may be addressed to: (check one) Surety's agent for service
of process in California: ( ) ________________
[name of surety]
_________________________ _____________________________ Name Street Number
_________________________ _____________________________ Street Number City and State
_________________________ _____________________________ City and State Telephone Number
_________________________
Telephone Number
By:_____________________________
Attorney in Fact or other
Representative
(ATTACH ACKNOWLEDGEMENT OF AUTHORIZED REPRESENTATIVE)
Furnish the name, address and phone number of the company agent as well as the surety company.
Sureties must be authorized to do business in and have an agent for service of process in California and be on the accredited list of the United States Treasury Department (their bonds will be limited to such amounts as would be acceptable to the Treasury Department), and otherwise meet the requirements of the agreement.
01007.0006 2202759.1
EXHIBIT E
INVOICE FORM
RESOLUTION NO. 26-111
A RESOLUTION OF THE CITY OF CARSON CITY COUNCIL AMENDING THE FISCAL YEAR 2026–27
BUDGET IN THE GENERAL FUND, SPECIAL REVENUE FUNDS, ENTERPRISE FUNDS, AND THE
CAPITAL IMPROVEMENT PROGRAM (CIP) FUND
WHEREAS, the City Council adopted the Fiscal Year 2026-27 budget on June 16, 2026, for the General Fund and Special Revenue Funds of the City via Resolution No. 26-063; and WHEREAS, the City Council desires to amend the Fiscal Year 2026-27 budget; and WHEREAS, the City Council has determined it necessary to amend the Fiscal Year 2026-27 General Fund budget, Special Revenue Funds, Enterprise Funds, and Capital Improvement Program (CIP) budget.
NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF CARSON DOES HEREBY RESOLVE, FIND, DETERMINE, AND ORDER AS FOLLOWS:
Section 1. The following amendment(s) will be made to the City’s Fiscal Year 2026-27 budget.
Account Description Increase/(Decrease)
101-80-820-101-6004 Professional Services ($4,287.80)
101-99-999-904-8009-PW1753 Infrastructure Roadways $4,287.80
Section 2. The City Clerk shall certify the adoption of thisresolution and shall keep a copy of this resolution attached to the Fiscal Year 2026-27 budget on file, and effective as of October 20, 2026, the same shall be in force and effect.
PASSED, APPROVED, AND ADOPTED this 20th day of October, 2026.
APPROVED AS TO FROM: CITY OF CARSON:
_________________________ ________________________
Sunny K. Soltani, City Attorney Lula Davis-Holmes, Mayor ATTEST:
_______________________________
Dr. Khaleah K. Bradshaw, City Clerk
STATE OF CALIFORNIA )
COUNTY OF LOS ANGELES ) ss.
CITY OF CARSON )
I, Dr. Khaleah K. Bradshaw, City Clerk of the City of Carson, California, hereby attest to and certify that the foregoing resolution, being ResolutionNo. 26-111 adopted by the City of Carson City Council at its meeting held on October 20, 2026 by the following vote:
AYES: COUNCIL MEMBERS:
NOES: COUNCIL MEMBERS:
ABSTAIN: COUNCIL MEMEBES:
ABSENT: COUNCIL MEMBERS:
_____________________________
Dr. Khaleah K. Bradshaw, City Clerk
FY 26-27 CIP Draft
PROJ # TYPE PROJECT NAME DESCRIPTION Total Cost Estimate Adopted FY26-27 Funding FY26-27 Revised FY 27-28 Funding Estimate FY 28-29 Funding Estimate FY 29-30 Funding Estimate FY 30-31 Funding Estimate Funding Source PW0675 Roadways Sepulveda Blvd -
Widening
The project involves widening and improvement of the roadway and bridge along Sepulveda Blvd to provide three lanes of traffic in both directions, construction of new sidewalk, relocation of existing electrical poles, and modification of existing traffic signal.
$ 25,000,000.00 $ - $ - $ - $ - $ - $ - COOP - Fund 284 PW0675 Roadways Sepulveda Blvd -
Widening
The project involves widening and improvement of the roadway and bridge along Sepulveda Blvd to provide three lanes of traffic in both directions, construction of new sidewalk, relocation of existing electrical poles, and modification of existing traffic signal.
$ - $ 6,456,186.00 $ 6,664,910.40 $ 17,913,853.00 $ - $ - $ - Measure M PS&E - Fund 283 PW0675 Roadways Sepulveda Blvd -
Widening
The project involves widening and improvement of the roadway and bridge along Sepulveda Blvd to provide three lanes of traffic in both directions, construction of new sidewalk, relocation of existing electrical poles, and modification of existing traffic signal.
$ - $ - $ 18,112.67 $ - $ - $ - $ - General Fund
PW1368 Parks Carriage Crest
Park Expansion
and Improvement
Project
Refurbish main building facility and develop the additional 10 acres leased from Sanitation District. The project will include extending existing parking lot, adding new parking lot, Dog park, and remote restroom on South East end of property. New playground, outdoor fitness equipment area, new athletic ball fields with Security lights, upgrades to existing basketball courts, and general site improvements including walking/jogging loop (Prop 68-$13M) +($3.3M General Fund)
$ 25,372,546.58 $ - $ 3,613.16 $ - $ - $ - $ - OGALS
PW1368 Parks Carriage Crest
Park Expansion
and Improvement
Project
Refurbish main building facility and develop the additional 10 acres leased from Sanitation District. The project will include extending existing parking lot, adding new parking lot, Dog park, and remote restroom on South East end of property. New playground, outdoor fitness equipment area, new athletic ball fields with Security lights, upgrades to existing basketball courts, and general site improvements including walking/jogging loop (Prop 68-$13M) +($3.3M General Fund)
$ - $ 3,236,995.00 General Fund
PW1368 Parks Carriage Crest
Park Expansion
and Improvement
Project
Refurbish main building facility and develop the additional 10 acres leased from Sanitation District. The project will include extending existing parking lot, adding new parking lot, Dog park, and remote restroom on South East end of property. New playground, outdoor fitness equipment area, new athletic ball fields with Security lights, upgrades to existing basketball courts, and general site improvements including walking/jogging loop (Prop 68-$13M) +($3.3M General Fund)
$ - $ 3,000,000.00 $ 5,620,906.82 $ - $ - $ - $ - 2024 Lease Revenue Bond PW1368 Parks Carriage Crest
Park Expansion
and Improvement
Project
Refurbish main building facility and develop the additional 10 acres leased from Sanitation District. The project will include extending existing parking lot, adding new parking lot, Dog park, and remote restroom on South East end of property. New playground, outdoor fitness equipment area, new athletic ball fields with Security lights, upgrades to existing basketball courts, and general site improvements including walking/jogging loop (Prop 68-$13M) +($3.3M General Fund)
$ - $ - $ 887,880.74 $ - $ - $ - $ - DIF Park & Related Facilities (4942)
PW1393-5 Roadways Avalon Boulevard -
from Lomita Blvd
to 223rd Street
Roadway
Reconstruction
Avalon Boulevard Reconstruction - from 223rd Street to Lomita Boulevard - Reconstruction and rehabilitation of existing roadway pavement to improve roadway conditions and ride quality, extend pavement life, and enhance traffic operations and public safety. The work primarily includes asphalt pavement reconstruction, grinding of deteriorated pavement surfaces, asphalt concrete overlay, localized full-depth pavement repairs, and replacement of failed pavement sections. Additional improvements may include adjustment of utility manholes and valve covers to grade, pavement striping and markings. (Combined Projects PW1620, 1393-5, and 1411-5) $ 7,000,000.00 $ - $ - $ 7,000,000.00 $ - $ - $ - General Fund PW1396 Roadways Dominguez Street
Roadway
Reconstruction
Dominguez Street from Wilmington to Alameda. The project includes asphalt pavement grind and overlay, local removal and replacement of roadway section. It also includes concrete reconstruction, tree removal and replacement, repair of damage sidewalk, driveway approaches, curbs and gutter, access ramps.
$ 3,120,000.00 $ - $ - $ 3,120,000.00 $ - $ - $ - None
FY 26-27 CIP Draft
PROJ # TYPE PROJECT NAME DESCRIPTION Total Cost Estimate Adopted FY26-27 Funding FY26-27 Revised FY 27-28 Funding Estimate FY 28-29 Funding Estimate FY 29-30 Funding Estimate FY 30-31 Funding Estimate Funding Source PW1411-5 Roadways Avalon Boulevard -
from Lomit Blvd to
223rd Street
Concrete
Replacement
Avalon Boulevard Reconstruction - from 223rd Street to Lomita Boulevard - Rremoval and replacement of deteriorated concrete improvements within the roadway area to restore structural integrity and improve public safety.
The work includes demolition and reconstruction of damaged concrete pavement, curb and gutter, cross gutters, sidewalks, driveway approaches, and other miscellaneous concrete improvements. The project also includes removal and disposal of failed concrete sections, subgrade preparation, and placement of new concrete improvements. (Combined Projects PW1620, 1393-5, and 1411-5)
$ 791,314.00 $ - $ - $ 791,314.00 $ - $ - $ - General Fund PW1413-5 Roadways Annual Slurry Seal
& Crack Seal
Program
(Preventative
Maintenance)
Annual preventative maintenace using a rubberized slurry seal on city streets -
$ 900,000.00 $ - $ - $ 900,000.00 $ - $ - $ - None
PW1416 Parks Calas Park & Fosia
Park Roof Repair
Repair and replace roofing material at Calas (Complete) and Foisia Park $ 666,078.00 $ 500,000.00 $ 500,000.00 $ - $ - $ - $ - Community Facilities District (CFD)
PW1451 Bikeways Bike lane
installation on
Avalon Boulevard,
Central Avenue,
Del Amo
Boulevard, 223rd
Street, Main
Street, Victoria
Street, and Carson
Street
Design and construction of bike lanes on Avalon Boulevard, Central Avenue, Del Amo Boulevard, 223rd Street, Main Street, Victoria Street, and Carson Street
$ - $ - $ - $ - $ - $ - $ - Metro Measure M Grant
PW1451 Bikeways Bike lane
installation on
Avalon Boulevard,
Central Avenue,
Del Amo
Boulevard, 223rd
Street, Main
Street, Victoria
Street, and Carson
Street
Design and construction of bike lanes on Avalon Boulevard, Central Avenue, Del Amo Boulevard, 223rd Street, Main Street, Victoria Street, and Carson Street
$ 4,264,525.00 $ - $ - $ 1,567,800.00 $ - $ - $ - HSIP
PW1451 Bikeways Bike lane
installation on
Avalon Boulevard,
Central Avenue,
Del Amo
Boulevard, 223rd
Street, Main
Street, Victoria
Street, and Carson
Street
Design and construction of bike lanes on Avalon Boulevard, Central Avenue, Del Amo Boulevard, 223rd Street, Main Street, Victoria Street, and Carson Street
$ - $ - $ - $ - $ - $ - $ - DIF Transportation (4945)
FY 26-27 CIP Draft
PROJ # TYPE PROJECT NAME DESCRIPTION Total Cost Estimate Adopted FY26-27 Funding FY26-27 Revised FY 27-28 Funding Estimate FY 28-29 Funding Estimate FY 29-30 Funding Estimate FY 30-31 Funding Estimate Funding Source PW1451 Bikeways Bike lane
installation on
Avalon Boulevard,
Central Avenue,
Del Amo
Boulevard, 223rd
Street, Main
Street, Victoria
Street, and Carson
Street
Design and construction of bike lanes on Avalon Boulevard, Central Avenue, Del Amo Boulevard, 223rd Street, Main Street, Victoria Street, and Carson Street
$ - $ - $ - $ 2,696,725.00 $ - $ - $ - General Fund
PW1452 Bikeways Bike lane
installation and
median
modifications on
Figueroa Street,
Main Street,
223rd Street, and
Avalon Boulevard.
Design and construction of bike lanes on Figueroa Street, Main Street, 223rd Street, and Avalon Boulevard including median modification to accommodate bike lane buffer zone
$ 20,321,562.00 $ 8,727,481.00 $ 8,727,481.00 $ 8,727,481.00 $ - $ - $ - Metro Measure M Grant PW1452 Bikeways Bike lane
installation and
median
modifications on
Figueroa Street,
Main Street,
223rd Street, and
Avalon Boulevard.
Design and construction of bike lanes on Figueroa Street, Main Street, 223rd Street, and Avalon Boulevard including median modification to accommodate bike lane buffer zone
$ - $ - $ - $ - $ - $ - $ - HSIP
PW1452 Bikeways Bike lane
installation and
median
modifications on
Figueroa Street,
Main Street,
223rd Street, and
Avalon Boulevard.
Design and construction of bike lanes on Figueroa Street, Main Street, 223rd Street, and Avalon Boulevard including median modification to accommodate bike lane buffer zone
$ - $ - $ 500,000.00 $ - $ - $ - $ - DIF Transportation (4945) PW1452 Bikeways Bike lane
installation and
median
modifications on
Figueroa Street,
Main Street,
223rd Street, and
Avalon Boulevard.
Design and construction of bike lanes on Figueroa Street, Main Street, 223rd Street, and Avalon Boulevard including median modification to accommodate bike lane buffer zone
$ - $ - $ 2,303,000.00 $ 2,866,600.00 $ - $ - $ - General Fund PW1484 Parks Dugout Cover
Installation at 9
Parks
Repair and or replace dugout roof material (Calas, Del Amo, Dolphin, Dominguez, Hemingway, Stevenson, Veterans)
$ 375,000.00 $ - $ - $ 375,000.00 $ - $ - $ - General Fund PW1490 Bikeways Dominguez
Channel Bike Path
I
Bike path installation along Dominguez Channel from Main St to Avalon Blvd. Its construction also includes the bridge over the ravine to continue the alignment to Avalon Boulevard
$ 12,557,174.00 $ 500,000.00 $ 559,443.54 $ 242,518.00 $ - $ - $ - MTA Grant PW1490 Bikeways Dominguez
Channel Bike Path
I
Bike path installation along Dominguez Channel from Main St to Avalon Blvd. Its construction also includes the bridge over the ravine to continue the alignment to Avalon Boulevard
$ - $ - $ 3,035.68 $ - $ - $ - $ - General Fund
PW1490 Bikeways Dominguez
Channel Bike Path
I
Bike path installation along Dominguez Channel from Main St to Avalon Blvd. Its construction also includes the bridge over the ravine to continue the alignment to Avalon Boulevard
$ - $ - $ - $ 11,800,000.00 $ - $ - $ - None
FY 26-27 CIP Draft
PROJ # TYPE PROJECT NAME DESCRIPTION Total Cost Estimate Adopted FY26-27 Funding FY26-27 Revised FY 27-28 Funding Estimate FY 28-29 Funding Estimate FY 29-30 Funding Estimate FY 30-31 Funding Estimate Funding Source PW1515 Stormwater Carson
Stormwater
Capture Facility at
Carriage Crest
Park
Compliance Project - Stormwater chambers under baseball field to divert stormwater into LA County Sanitation District's Regional & Water Pollution Control Plant
$ 22,110,713.36 $ - $ - $ - $ - $ - $ - Measure W
PW1534 Bikeways Active
Transporation
Program - Santa
Fe Bike Lane
Design and construction 1.5 mile bike lane along Santa Fe Ave between Del Amo Bl and Warnock Wy. Upgrade of curb ramps citywide.
$ 3,601,000.00 $ 1,500,000.00 $ 1,500,000.00 $ 1,951,000.00 $ - $ - $ - Caltrans PW1534 Bikeways Active
Transporation
Program - Santa
Fe Bike Lane
Design and construction 1.5 mile bike lane along Santa Fe Ave between Del Amo Bl and Warnock Wy. Upgrade of curb ramps citywide.
$ - $ - $ - $ - $ - $ - General Fund
PW1600 Bikeways Dominguez
Channel Bike Path
II
Bike path installation along Dominguez Channel from Avalon to Carson St $ 5,423,682.00 $ 500,000.00 $ 502,840.11 $ 497,564.00 $ - $ - $ - MTA Grant PW1600 Bikeways Dominguez
Channel Bike Path
II
Bike path installation along Dominguez Channel from Avalon to Carson St $ - $ - $ - $ - $ - $ - $ - TDA Article 3 PW1600 Bikeways Dominguez
Channel Bike Path
II
Bike path installation along Dominguez Channel from Avalon to Carson St $ - $ - $ 19.92 $ 4,430,514.00 $ - $ - $ - General Fund PW1608 Roadways Martin Luther King
Jr. Street
Rehabilitation
Project
Reconstruction of Martin Luther King Street. The project includes removal and replacement of existing native soil and aggregate base to reconstruct roadway section per current City Standard.
$ 6,200,000.00 $ - $ 6,200,000.00 $ - $ - $ - $ - RMRA (SB1) - Fund 288 PW1610 Parks Foisia Park Design
and Construction
Design - Various upgrades to park facility. Competitive Grant and the award of funding will be available withing the next 3-4 months. Prop 68 1 $ 12,800,000.00 $ - $ - $ - $ - $ - $ - OGALS
PW1610 Parks Foisia Park Design
and Construction
Design - Various upgrades to park facility. Competitive Grant and the award of funding will be available withing the next 3-4 months. Prop 68 1 $ - $ - $ - $ - $ - $ - $ - 2024 Lease Revenue Bond
PW1610 Parks Foisia Park Design
and Construction
Design - Various upgrades to park facility. Competitive Grant and the award of funding will be available withing the next 3-4 months. Prop 68 1 $ - $ - $ - $ - $ - $ - $ - DIF Park & Related Facilities (4942)
PW1610 Parks Foisia Park Design
and Construction
Design - Various upgrades to park facility. Competitive Grant and the award of funding will be available withing the next 3-4 months. Prop 68 1 $ - $ - $ 101,949.43 $ - $ - $ - $ - General Fund
PW1612 Traffic Traffic Signal
InstallationBroadway and
Griffith
Traffic signal installation at Broadway and Griffith $ 800,000.00 $ - $ - $ - $ - $ - $ - DIF Traffic (4941) PW1612 Traffic Traffic Signal
InstallationBroadway and
Griffith
Traffic signal installation at Broadway and Griffith $ - $ - $ - $ 800,000.00 $ - $ - $ - None PW1613 Traffic Traffic Signal
Installation - Main
St at Lenardo Dr
Traffic signal installation at intersection - Main St and Lenardo Dr $ 400,000.00 $ - $ - $ - $ - $ - $ - Measure MR-MM Bonds
FY 26-27 CIP Draft
PROJ # TYPE PROJECT NAME DESCRIPTION Total Cost Estimate Adopted FY26-27 Funding FY26-27 Revised FY 27-28 Funding Estimate FY 28-29 Funding Estimate FY 29-30 Funding Estimate FY 30-31 Funding Estimate Funding Source PW1615 Traffic Traffic Signal
Installation -
Lenardo Dr at
Stamps Dr
Traffic signal installation at intersection - Lenardo Dr and Stamps Dr $ 600,000.00 $ - $ - $ - $ - $ - $ - Measure MR-MM Bonds PW1616 Traffic Traffic Signal
Installation-3
Driveways -
Lenardo Dr at
FOLA Driveways
Traffic signal installation at intersection - Lenardo Dr and FOLA Driveways $ 1,500,000.00 $ - $ - $ - $ - $ - $ - Measure MR-MM Bonds PW1617 Roadways Lenardo Drive Construction of new roadway to serve the 157 acre site development $ - $ 24,181,173.00 $ 24,181,173.00 $ - 2024 Lease Revenue Bond PW1617 Roadways Lenardo Drive Construction of new roadway to serve the 157 acre site development $ 49,750,000.00 $ 15,367.00 $ 15,367.00 $ - $ - $ - $ - Measure MR-MM Bonds PW1617 Roadways Lenardo Drive Construction of new roadway to serve the 157 acre site development $ - $ 1,174,122.00 $ 1,174,122.00 $ - $ - Measure MR-MM Bonds PW1617 Roadways Lenardo Drive Construction of new roadway to serve the 157 acre site development $ - $ 7,944,581.00 $ 7,944,581.00 $ - $ - $ - $ - Measure M PW1617 Roadways Lenardo Drive Construction of new roadway to serve the 157 acre site development $ - $ 1,250,000.00 $ 1,250,000.00 $ - Measure M PW1617 Roadways Lenardo Drive Construction of new roadway to serve the 157 acre site development $ - $ 750,000.00 $ 750,000.00 $ - Development Impact Fee PW1617 Roadways Lenardo Drive Construction of new roadway to serve the 157 acre site development $ - $ 18,000.00 $ 18,000.00 $ - 2024 Lease Revenue Bond PW1617 Roadways Lenardo Drive Construction of new roadway to serve the 157 acre site development $ - $ 14,000,000.00 $ 14,000,000.00 General Fund PW1617 Roadways Lenardo Drive Construction of new roadway to serve the 157 acre site development $ - $ - $ 8,000,000.00 Metro grant PW1620 Roadways Lomita Blvd-Street
Improvement -
Figueroa to Avalon
Lomita Blvd - The project includes pavement rehabilitation, tree removal and replacement, and concrete reconstruction. (Combine PW1620, 1393-5, 1411-5)
$ 5,000,000.00 $ - $ - $ 5,000,000.00 $ - $ - $ - None
PW1630 Parks Anderson Park
Electrical PanelDesign and
Construction
Replace and upgrade main electrical switch gear and lighting control panel. (Combined PW1630 & PW1671)
$ 75,000.00 $ - $ - $ - $ - $ - $ - Park Development (Quimby) - Fund 216
PW1632 Buildings Community
Center Coiling
Wall & Seismic
Analysis
Repair coiling wall at Community Center Main Hall - Seismic Analysis $ 1,484,000.00 $ - $ 11,152.83 $ - $ - $ - $ - General Fund PW1636 Parks Mills Park Site
Reconstruction
Project
Install new shade structure over picnic shelters and outdoor exercise equipment, Construct Unisex restrooms (pre-fabrication) for public use, monument sign, wading pool demo - Per Capita Grant
$ 3,483,335.00 $ - $ - $ - $ - $ - $ - OGALS
FY 26-27 CIP Draft
PROJ # TYPE PROJECT NAME DESCRIPTION Total Cost Estimate Adopted FY26-27 Funding FY26-27 Revised FY 27-28 Funding Estimate FY 28-29 Funding Estimate FY 29-30 Funding Estimate FY 30-31 Funding Estimate Funding Source PW1636 Parks Mills Park Site
Reconstruction
Project
Reconstruction and modernization of Mills Park to enhance recreational amenities, accessibility, and public use. Improvements include installation of new shade structures over picnic shelters and outdoor exercise equipment areas, construction of prefabricated unisex restroom facilities for public use, installation of a new monument sign, demolition and removal of the existing wading pool, and related site improvements. Additional work may include concrete improvements, accessibility upgrades, landscaping, irrigation, utility connections, and other appurtenant work necessary to complete the project.
$ - $ - $ - $ - $ - $ - $ - County Park Open Space/
Measure A
PW1636 Parks Mills Park Site
Reconstruction
Project
Reconstruction and modernization of Mills Park to enhance recreational amenities, accessibility, and public use. Improvements include installation of new shade structures over picnic shelters and outdoor exercise equipment areas, construction of prefabricated unisex restroom facilities for public use, installation of a new monument sign, demolition and removal of the existing wading pool, and related site improvements. Additional work may include concrete improvements, accessibility upgrades, landscaping, irrigation, utility connections, and other appurtenant work necessary to complete the project.
$ - $ - $ 3,000,000.00 $ - $ - $ - $ - DIF Park & Related Facilities (4942)
PW1636 Parks Mills Park Site
Reconstruction
Project
Reconstruction and modernization of Mills Park to enhance recreational amenities, accessibility, and public use. Improvements include installation of new shade structures over picnic shelters and outdoor exercise equipment areas, construction of prefabricated unisex restroom facilities for public use, installation of a new monument sign, demolition and removal of the existing wading pool, and related site improvements. Additional work may include concrete improvements, accessibility upgrades, landscaping, irrigation, utility connections, and other appurtenant work necessary to complete the project.
$ - $ - $ - $ - $ - $ - $ - Park Development (Quimby) - Fund 216
PW1636 Parks Mills Park Site
Reconstruction
Project
Reconstruction and modernization of Mills Park to enhance recreational amenities, accessibility, and public use. Improvements include installation of new shade structures over picnic shelters and outdoor exercise equipment areas, construction of prefabricated unisex restroom facilities for public use, installation of a new monument sign, demolition and removal of the existing wading pool, and related site improvements. Additional work may include concrete improvements, accessibility upgrades, landscaping, irrigation, utility connections, and other appurtenant work necessary to complete the project.
$ 2,000,000.00 $ - $ - General Fund
PW1639 Parks Veterans Park
Office & Meeting
Room & Kitchen
Refurbishment
Replace counters, counter tops, cabinets and plumbing fixtures, flooring in Activity rooms and office and remodel Kitchen with new
floor/cabinets/appliances
$ 500,000.00 $ - $ - $ 500,000.00 $ - $ - $ - None
PW1640 Parks Replace Park
Rubberized Play
Surface and
Playground
Structures- Phase
2 Replace the entire rubberized play surface and play structures at Parks and Mini Parks
$ 12,000,000.00 $ - $ - $ 12,000,000.00 $ - $ - $ - General Fund
FY 26-27 CIP Draft
PROJ # TYPE PROJECT NAME DESCRIPTION Total Cost Estimate Adopted FY26-27 Funding FY26-27 Revised FY 27-28 Funding Estimate FY 28-29 Funding Estimate FY 29-30 Funding Estimate FY 30-31 Funding Estimate Funding Source PW1647 Traffic I-110 Freeway
Arterial
Improvements -
Figueroa St at Del
Amo Blvd,
Figueroa St at I110 NB Ramps,
Figueroa St at I110 SB Ramps,
Main St at I-405
SB On Ramp, Main
St at I-405 SB Off
Ramp, and
Hamilton Ave at
Del Amo Blvd
Traffic signal system improvement on the arterial roadways along the east and west side of the i-110 corridor at 6 Intersections - Figueroa St at Del Amo Blvd, Figueroa St at I-110 NB Ramps, Figueroa St at I-110 SB Ramps, Main St at I-405 SB On Ramp, Main St at I-405 SB Off Ramp, and Hamilton Ave at Del Amo Blvd
Pending MTA's approval for scope change and time extension $ 6,000,000.00 $ - $ - $ 3,499,181.00 $ - $ - $ - None
PW1647 Traffic I-110 Freeway
Arterial
Improvements -
Figueroa St at Del
Amo Blvd,
Figueroa St at I110 NB Ramps,
Figueroa St at I110 SB Ramps,
Main St at I-405
SB On Ramp, Main
St at I-405 SB Off
Ramp, and
Hamilton Ave at
Del Amo Blvd
Traffic signal system improvement on the arterial roadways along the east and west side of the i-110 corridor at 6 Intersections - Figueroa St at Del Amo Blvd, Figueroa St at I-110 NB Ramps, Figueroa St at I-110 SB Ramps, Main St at I-405 SB On Ramp, Main St at I-405 SB Off Ramp, and Hamilton Ave at Del Amo Blvd
Pending MTA's approval for scope change and time extension $ - $ 740,819.00 $ 740,819.00 $ - $ - $ - $ - DIF Transportation (4945) PW1647 Traffic I-110 Freeway
Arterial
Improvements -
Figueroa St at Del
Amo Blvd,
Figueroa St at I110 NB Ramps,
Figueroa St at I110 SB Ramps,
Main St at I-405
SB On Ramp, Main
St at I-405 SB Off
Ramp, and
Hamilton Ave at
Del Amo Blvd
Traffic signal system improvement on the arterial roadways along the east and west side of the i-110 corridor at 6 Intersections - Figueroa St at Del Amo Blvd, Figueroa St at I-110 NB Ramps, Figueroa St at I-110 SB Ramps, Main St at I-405 SB On Ramp, Main St at I-405 SB Off Ramp, and Hamilton Ave at Del Amo Blvd
Pending MTA's approval for scope change and time extension $ - $ 1,704,583.00 $ 1,704,583.00 $ - $ - $ - $ - Metro Grant PW1648 Parks Athletic Field and
walking path
replacement
Lighting -LED
Upgrade athletic field lights to central control lighting system and convert the existing lights to LED - All Parks
$ - $ - $ - $ - $ - $ - $ - Load Shed - Fund 246
PW1648 Parks Athletic Field and
walking path
replacement
Lighting -LED
Upgrade athletic field lights to central control lighting system and convert the existing lights to LED - All Parks
$ 1,226,494.30 $ - $ - $ - $ - $ - $ - Park Development (Quimby) - Fund 216
PW1648 Parks Athletic Field and
walking path
replacement
Lighting -LED
Upgrade athletic field lights to central control lighting system and convert the existing lights to LED - All Parks
$ 1,707,457.00 $ 1,513,102.00 $ 1,513,102.00 $ - $ - $ - DIF Park & Related Facilities (4942)
FY 26-27 CIP Draft
PROJ # TYPE PROJECT NAME DESCRIPTION Total Cost Estimate Adopted FY26-27 Funding FY26-27 Revised FY 27-28 Funding Estimate FY 28-29 Funding Estimate FY 29-30 Funding Estimate FY 30-31 Funding Estimate Funding Source PW1648 Parks Athletic Field and
walking path
replacement
Lighting -LED
Upgrade athletic field lights to central control lighting system and convert the existing lights to LED - All Parks
$ 454,000.00 $ - $ - $ - $ - $ - $ - DIF Utilities & Sustainability (4946)
PW1648 Parks Athletic Field and
walking path
replacement
Lighting -LED
Upgrade athletic field lights to central control lighting system and convert the existing lights to LED - All Parks
$ - $ - $ - $ 2,400,000.00 $ - $ - $ - None
PW1649 Traffic Traffic Signal
Intersection
Upgrades - Avalon
Blvd at Victoria,
Main St at
Sepulveda, Main
St at 223rd St, and
Figueroa St at
Torrance Blvd
Traffic Signal Upgrades at 4 Intersections - Avalon Blvd at Victoria, Main St at Sepulveda, Main St and 223rd St, Figueroa St at Torrance Blvd) $ 3,529,123.00 $ 1,522,350.00 $ 3,023,900.00 $ - $ - $ - $ - HSIP PW1649 Traffic Traffic Signal
Intersection
Upgrades - Avalon
Blvd at Victoria,
Main St at
Sepulveda, Main
St at 223rd St, and
Figueroa St at
Torrance Blvd
Traffic Signal Upgrades at 4 Intersections - Avalon Blvd at Victoria, Main St at Sepulveda, Main St and 223rd St, Figueroa St at Torrance Blvd) $ - $ 1,058,233.00 $ 2,116,466.00 $ - $ - $ - $ - DIF Traffic (4941) PW1649 Traffic Traffic Signal
Intersection
Upgrades - Avalon
Blvd at Victoria,
Main St at
Sepulveda, Main
St at 223rd St, and
Figueroa St at
Torrance Blvd
Traffic Signal Upgrades at 4 Intersections - Avalon Blvd at Victoria, Main St at Sepulveda, Main St and 223rd St, Figueroa St at Torrance Blvd) $ - $ 750,000.00 $ 973,942.22 $ - $ - $ - $ - DIF MBK
PW1657 Traffic Traffic Signal
Upgrades
(M312.41 and
M312.46) -
Figueroa St at
234th St, Figueroa
St at 223rd St,
Figueroa St at
Victoria St/190th
St, Main St at
220th St, Main St
at Albertoni St,
and Main St at
Victoria St
The work includes replacement and upgrade of existing traffic signal equipment, installation of new traffic signal poles, mast arms, signal heads, traffic signal controller cabinets, conduit and wiring. Additional improvements may include pavement striping and markings, signage, curb ramp upgrades for ADA compliance, utility adjustments, and related civil and electrical work. The project is intended to improve traffic operations, enhance pedestrian safety and accessibility, modernize aging infrastructure, and increase the overall reliability and efficiency of the traffic signal system. $ 5,661,686.00 $ 4,323,500.00 $ 4,323,500.00 $ - $ - $ - $ - Measure R Grant
FY 26-27 CIP Draft
PROJ # TYPE PROJECT NAME DESCRIPTION Total Cost Estimate Adopted FY26-27 Funding FY26-27 Revised FY 27-28 Funding Estimate FY 28-29 Funding Estimate FY 29-30 Funding Estimate FY 30-31 Funding Estimate Funding Source PW1657 Traffic Traffic Signal
Upgrades
(M312.41 and
M312.46) -
Figueroa St at
234th St, Figueroa
St at 223rd St,
Figueroa St at
Victoria St/190th
St, Main St at
220th St, Main St
at Albertoni St,
and Main St at
Victoria St
The work includes replacement and upgrade of existing traffic signal equipment, installation of new traffic signal poles, mast arms, signal heads, traffic signal controller cabinets, conduit and wiring. Additional improvements may include pavement striping and markings, signage, curb ramp upgrades for ADA compliance, utility adjustments, and related civil and electrical work. The project is intended to improve traffic operations, enhance pedestrian safety and accessibility, modernize aging infrastructure, and increase the overall reliability and efficiency of the traffic signal system. $ - $ - $ 300,000.00 DIF Traffic (4941)
PW1657 Traffic Traffic Signal
Upgrades
(M312.41 and
M312.46) -
Figueroa St at
234th St, Figueroa
St at 223rd St,
Figueroa St at
Victoria St/190th
St, Main St at
220th St, Main St
at Albertoni St,
and Main St at
Victoria St
The work includes replacement and upgrade of existing traffic signal equipment, installation of new traffic signal poles, mast arms, signal heads, traffic signal controller cabinets, conduit and wiring. Additional improvements may include pavement striping and markings, signage, curb ramp upgrades for ADA compliance, utility adjustments, and related civil and electrical work. The project is intended to improve traffic operations, enhance pedestrian safety and accessibility, modernize aging infrastructure, and increase the overall reliability and efficiency of the traffic signal system. $ - $ - $ 1,197,000.00 $ 1,208,686.00 $ - $ - $ - General Fund PW1667 Traffic Upgrade existing
traffic signal -
Avalon Bl at
Gardena Bl
Traffic Signal Upgrade to include addition of left turn phase on north and south bound direction of Avalon Blvd.
$ 1,000,000.00 $ 967,501.25 $ 967,501.25 $ - $ - $ - $ - Metro Measure M Grant PW1671 Parks Dolphin Park
Electrical Panel
Upgrade - design
and Construction
Replace and upgrade electrical panels and lighting control for field lights. (Combined PW1671 & PW1630 & 1648)
$ 100,000.00 $ - $ - $ - $ - $ - $ - none
PW1673 Parks Pool Slides
Replacement at
Dominguez Park
and Hemingway
Park
Replace and install new pool slides for Dominguez Pool and Hemingway Pool $ 900,000.00 $ - $ - $ - $ - $ 450,000.00 $ - None PW1674 Safety Security Cameras Install tamper proof security cameras at parks. Work on broadband requirements. (Johnson Contols)
$ - $ - $ - $ - $ - $ - $ - Park Development (Quimby) - Fund 216
PW1674 Safety Security Cameras Install tamper proof security cameras at parks. Work on broadband requirements. (Johnson Contols)
$ - $ - $ - $ - $ - $ - $ - 2024 Lease Revenue Bond
PW1674 Safety Security Cameras Install tamper proof security cameras at parks. Work on broadband requirements. (Johnson Contols)
$ 7,351,975.08 $ - $ 928,905.30 $ - $ - $ - $ - General Fund
FY 26-27 CIP Draft
PROJ # TYPE PROJECT NAME DESCRIPTION Total Cost Estimate Adopted FY26-27 Funding FY26-27 Revised FY 27-28 Funding Estimate FY 28-29 Funding Estimate FY 29-30 Funding Estimate FY 30-31 Funding Estimate Funding Source PW1676 Stormwater City of Carson
Stormwater Green
Street
Engineering,
Design &
Implementation
(Gardena & Main
Street & Avalon)
Compliance to the RWQCB stormwater - Includes engineered systems, permeable pavements & nature-based systems. The goal is to comply with regulations.
$ 3,000,000.00 $ 2,500,000.00 $ 2,500,000.00 $ - $ - $ - $ - Measure W PW1682 Stormwater Stormwater
Master and
Implementation
Plan
Create a comprehensive Stormwater Implementation Plan to inform strategic stormwater capital planning, maintenance, operations, and program management in the City. The plan must consolidate municipal stormwater quality compliance; targeted drainage and flood improvements; operations, maintenance, and non-structural program management; and financial strategy (government grants, regional programs and partnerships, City funds if required, General Fund and Safe, Clean Water Program) into one guiding program.
$ 1,364,143.00 $ - $ 87,315.81 $ - $ - $ - $ - Measure W PW1687 Traffic Carson Street
Intelligent
Transportation
System (ITS)
Project
Installation of new fiber cables, the installation of 100' conduit gap across Main Street, CCTV cameras, hardware, software, and other elements that improve traffic flow on Carson Street from the 405 Fwy to Figueroa $ 1,297,012.00 $ 883,912.00 $ 883,912.00 $ - $ - $ - $ - Measure M Grant PW1687 Traffic Carson Street
Intelligent
Transportation
System (ITS)
Project
Installation of new fiber cables, the installation of 100' conduit gap across Main Street, CCTV cameras, hardware, software, and other elements that improve traffic flow on Carson Street from the 405 Fwy to Figueroa $ - $ 4,793.72 $ 4,793.72 $ - $ - $ - $ - Proposition C PW1688 Traffic Traffic Signal
Synchronization
Project (TSSP) -
Avalon Bl from
126th St to
Sepulveda Bl
Traffic signal synchronization at intersection (Total of 21 TSSP) along Avalon Bl from 126th St to Sepulveda Bl
$ 1,000,000.00 $ - $ - $ 1,000,000.00 $ - $ - $ - Metro Grant PW1688 Traffic Traffic Signal
Synchronization
Project (TSSP) -
Avalon Bl from
126th St to
Sepulveda Bl
Traffic signal synchronization at intersection (Total of 21 TSSP) along Avalon Bl from 126th St to Sepulveda Bl
$ - $ - $ 492,800.00 $ - $ - $ - $ - Proposition C
PW1691 Roadways Avalon Street
Rehabilitation
Avalon Blvd. Street Rehabilitation from Carson St. to 223rd Street. The project includes asphalt pavement grind and overlay, local removal and replacement of roadway section. It also includes concrete reconstruction, tree removal and replacement, repair of damage sidewalk, driveway approaches, curbs and gutter, access ramps.
$ 4,500,000.00 $ - $ - $ 4,500,000.00 $ - $ - $ - None
PW1692 Stormwater Carson
Stormwater &
Runoff Project
(O&M Carriage
Crest Park)
` $ 1,037,500.00 $ 373,234.39 $ 373,234.39 $ 207,500.00 $ - $ - $ - Safe Clean Water PW1692 Stormwater Carson
Stormwater &
Runoff Project
(O&M Carriage
Crest Park)
Operation & Maintenance of stormwater capture facility at Carriage Crest Park. Safe clean water program requirements
$ 1,037,500.00 $ - $ - $ 207,500.00 $ 207,500.00 $ - $ - General Fund PW1694 Roadways Bridge Maint
Repair - Various
Locations
Maintenance repair on vehicular bridges (20) per recommendation on the inspection report completed by Caltrans and LA County.
$ 1,778,705.00 $ - $ 239,900.13 General Fund
PW1698 Roadways City Utilities
Master Plan
1. Sewer & Storm Drain Line Evaluation throughout the City to determine capacity for future delvelopment.
2. Update reclaimed water pipeline network throughout the City. Working with WBMWD's engineering division
$ 325,000.00 $ - $ - $ 325,000.00 $ - $ - $ - DIF Administraion (4940)
FY 26-27 CIP Draft
PROJ # TYPE PROJECT NAME DESCRIPTION Total Cost Estimate Adopted FY26-27 Funding FY26-27 Revised FY 27-28 Funding Estimate FY 28-29 Funding Estimate FY 29-30 Funding Estimate FY 30-31 Funding Estimate Funding Source PW1699 Buildings Community
Center Upgrades -
Dominguez Halls
and Kitchen
Upgrades to facility kitchen and halls (Dominguez Halls) at community center (Later to avoid construction conflicts w/ coiling wall) $ 1,870,000.00 $ - $ - $ 1,870,000.00 $ - $ - $ - None
PW1702 Roadways Lomita Boulevard
Safety
Improvements -
Wilmington to
Alameda
Street reconstruction of Lomita Blvd (Carson side) $ 6,240,379.00 $ 2,000,000.00 $ 2,000,000.00 $ - $ - $ - $ - Cal Trans PW1702 Roadways Lomita Boulevard
Safety
Improvements -
Wilmington to
Alameda
Street reconstruction of Lomita Blvd (Carson side) $ - $ - $ - $ 4,240,379.00 $ - $ - $ - None PW1706 Parks Stevenson Park
Bungalow
Removal
Removal of bungalow "North End" (Combine PW1706 & PW1707) $ - $ - $ - $ 500,000.00 $ - $ - $ - General Fund PW1707 Parks Stevenson Park
Picnic Shelters
Installation of New Picnic Shelters (Combine PW1707 & PW1706) $ 2,500,000.00 $ - $ - $ 2,000,000.00 $ - $ - $ - None PW1710 Roadways Walnut St
rehabilitation
(Avalon to Central)
Walnut St rehabilitation from Avalon to Central. The project includes asphalt pavement grind and overlay, local removal and replacement of roadway section. It also includes concrete reconstruction, tree removal and replacement, repair of damage sidewalk, driveway approaches, curbs and gutter, access ramps.
$ 3,900,000.00 $ - $ - $ 3,900,000.00 $ - $ - $ - None
PW1712 Buildings Civic Buildng
Mechanical
Upgrade
Replacement of the heat exchanger at City Hall $ 500,000.00 $ - $ - $ 500,000.00 $ - $ - $ - General Fund PW1720 Buildings City Hall &
Community
Center Elevators
Full modification of City Hall & Community Center Elevator $ 1,500,000.00 $ - $ - $ - $ - $ - $ - None PW1723 Buildings International
Scuplture Garden
City Council request, the existing statue of Jose Rizal is the first of potentially several historical leaders to be memorialized in the international sculpture garden. Staff recommendation is to congregate all sculptures in an accessible area adjacent to the Community Center and outside of the footprint of the proposed Teen/Innovation Center.
$ 200,000.00 $ - $ - $ - $ - $ - $ 200,000.00 None
PW1726 Buildings Community
Center Courtyard
(West) &
Community
Center East
Redesign/Upgrade Courtyard area. Outdoor entertainment - Although used occasionally by the public, the West courtyard and garden area of the Community Center it is not optimized for reservations in private events. The project proposes redesigning to include a raised Amphitheatre stage, large shade sales , open grass and concrete seating areas , and enclosed fenced $ 10,000,000.00 $ 161,000.00 $ 189,193.45 $ - $ - $ - $ - 2024 Lease Revenue Bond PW1726 Buildings Community
Center Courtyard
(West) &
Community
Center East
Parking Lot
Redesign/Upgrade Courtyard area. Outdoor entertainment - Although used occasionally by the public, the West courtyard and garden area of the Community Center it is not optimized for reservations in private events. The project proposes redesigning to include a raised Amphitheatre stage, large shade sales , open grass and concrete seating areas , and enclosed fenced perimeter to accommodate private rentals. Additional lighting , sound , and landscape amenities will also be included. Redesign Parking lot island in front of East entrance - With the addition of a mobile stage for large scale citywide special events come on the east parking lot of the Community Center is in need of modification to allow for easy set up and orientation of the stage to accommodate better visibility and access by the community.
Parking lot adjustments will include the full or partial elimination of a single parking lot planter and associated landscape adjustments. The resulting design will allow for the stage to be erected at the east entrance of the Community Center with the stage facing toward the east. $ - $ - $ 29,000.00 $ - $ - $ - $ - DIF Park & Related Facilities (4942)
FY 26-27 CIP Draft
PROJ # TYPE PROJECT NAME DESCRIPTION Total Cost Estimate Adopted FY26-27 Funding FY26-27 Revised FY 27-28 Funding Estimate FY 28-29 Funding Estimate FY 29-30 Funding Estimate FY 30-31 Funding Estimate Funding Source PW1726 Buildings Community
Center Courtyard
(West) &
Community
Center East
Parking Lot
Redesign/Upgrade Courtyard area. Outdoor entertainment - Although used occasionally by the public, the West courtyard and garden area of the Community Center it is not optimized for reservations in private events. The project proposes redesigning to include a raised Amphitheatre stage, large shade sales , open grass and concrete seating areas , and enclosed fenced perimeter to accommodate private rentals. Additional lighting , sound , and landscape amenities will also be included. Redesign Parking lot island in front of East entrance - With the addition of a mobile stage for large scale citywide special events come on the east parking lot of the Community Center is in need of modification to allow for easy set up and orientation of the stage to accommodate better visibility and access by the community.
Parking lot adjustments will include the full or partial elimination of a single parking lot planter and associated landscape adjustments. The resulting design will allow for the stage to be erected at the east entrance of the Community Center with the stage facing toward the east. $ - $ - $ - $ - $ - $ - $ - Park Development (Quimby) - Fund 216
PW1726 Buildings Community
Center Courtyard
(West) &
Community
Center East
Redesign/Upgrade Courtyard area. Outdoor entertainment - Although used occasionally by the public, the West courtyard and garden area of the Community Center it is not optimized for reservations in private events. The project proposes redesigning to include a raised Amphitheatre stage, large shade sales , open grass and concrete seating areas , and enclosed fenced $ - $ - $ 8,337.68 General Fund
PW1732 Parks Solar @ Vets Park Microgrid-Solar panels and Battery Storage Systems at SportsComplex Parking Lot and some areas of roofing.
$ 2,000,000.00 $ 2,000,000.00 $ 2,000,000.00 $ - $ - $ - $ - Fed Gov't Appropriation from HUD Grant# B-23-CP-0CA0076
PW1748 Buildings Corporate Yard
Energy Efficient &
Other
Improvements -
Evaluate and
construct, if viable
• Commercial Vehicle Protection: Installation of prefabricated covered parking structures with integrated lighting to protect multi-million-dollar fleet and equipment from environmental exposure, directly reducing maintenance costs . Estimated at $2,600,000
• Perimeter Security & Aesthetics: Replacement of the deteriorated northern chain-link fence with a durable cinder block wall to enhance site security and improve the facility's visual profile. Estimated at $1,058,400 • Operational Efficiency: A full parking lot redesign and restriping to optimize space utilization for a growing fleet and staff. Estimated at $150,000 • Maintenance Infrastructure: Construction of a new industrial wash rack station to facilitate routine maintenance and ensure the longevity and cleanliness of the city's vehicle and equipment inventory. Estimated at $1,850,000
• Soft Costs & Owner Contingency Engineering & Local Permitting: Civil engineering, prefab structural calculations review, Geo-technical soil samples and possible soil remediation. Construction Contingency: Expanded approximately 10% project-wide safety buffer safeguarding against material price volatility or unforeseen field conditions. Estimated at $1,341,600. $ - $ - $ - $ - $ - $ - $ - DIF Gov Facilities (4944)
PW1748 Buildings Corporate Yard
Energy Efficient &
Other
Improvements -
Evaluate and
construct, if viable
• Commercial Vehicle Protection: Installation of prefabricated covered parking structures with integrated lighting to protect multi-million-dollar fleet and equipment from environmental exposure, directly reducing maintenance costs. Estimated at $2,600,000
• Perimeter Security & Aesthetics: Replacement of the deteriorated northern chain-link fence with a durable cinder block wall to enhance site security and improve the facility's visual profile. Estimated at $1,058,400 • Operational Efficiency: A full parking lot redesign and restriping to optimize space utilization for a growing fleet and staff. Estimated at $150,000 • Maintenance Infrastructure: Construction of a new industrial wash rack station to facilitate routine maintenance and ensure the longevity and cleanliness of the city's vehicle and equipment inventory. Estimated at $1,850,000
• Soft Costs & Owner Contingency Engineering & Local Permitting: Civil engineering, prefab structural calculations review, Geo-technical soil samples and possible soil remediation. Construction Contingency: Expanded $ - $ - $ - $ - $ - $ - $ - DIF Utilities & Sustainability (4946)
FY 26-27 CIP Draft
PROJ # TYPE PROJECT NAME DESCRIPTION Total Cost Estimate Adopted FY26-27 Funding FY26-27 Revised FY 27-28 Funding Estimate FY 28-29 Funding Estimate FY 29-30 Funding Estimate FY 30-31 Funding Estimate Funding Source PW1748 Buildings Corporate Yard
Energy Efficient &
Other
Improvements -
Evaluate and
construct, if viable
• Commercial Vehicle Protection: Installation of prefabricated covered parking structures with integrated lighting to protect multi-million-dollar fleet and equipment from environmental exposure, directly reducing maintenance costs Estimated at $2,600,000
• Perimeter Security & Aesthetics: Replacement of the deteriorated northern chain-link fence with a durable cinder block wall to enhance site security and improve the facility's visual profile. Estimated at $1,058,400 • Operational Efficiency: A full parking lot redesign and restriping to optimize space utilization for a growing fleet and staff. Estimated at $150,000 • Maintenance Infrastructure: Construction of a new industrial wash rack station to facilitate routine maintenance and ensure the longevity and cleanliness of the city's vehicle and equipment inventory. Estimated at $1,850,000
• Soft Costs & Owner Contingency Engineering & Local Permitting: Civil engineering, prefab structural calculations review, Geo-technical soil samples and possible soil remediation. Construction Contingency: Expanded approximately 10% project-wide safety buffer safeguarding against material price volatility or unforeseen field conditions. Estimated at $1,341,600. $ 7,000,000.00 $ - $ - $ 7,000,000.00 $ - $ - $ - General Fund PW1749 Buildings EV Bus Chargers Installation of EV bus chargers with electrical conduits and potential transformer
$ 250,000.00 $ 250,000.00 $ 250,000.00 $ - $ - $ - $ - DIF Utilities & Sustainability (4946)
PW1753 Roadways University Drive
Rehabilitation -
Avalon Blvd to
Wilmington Ave
University Dr. Rehabilitation (1.8 miles) from Avalon to Wilmington Ave. The project includes removal and replacement of asphalt pavement section and base, grind and overlay, local removal and replacement of roadway section.
It also includes concrete reconstruction, tree removal and replacement, repair of damage sidewalk, driveway approaches, curbs and gutter, access ramps.
$ - $ 35,000.00 $ 54,170.73 $ - $ - $ - $ - Community Facilities District (CFD)
PW1753 Roadways University Drive
Rehabilitation -
Avalon Blvd to
Wilmington Ave
University Dr. Rehabilitation (1.8 miles) from Avalon to Wilmington Ave. The project includes removal and replacement of asphalt pavement section and base, grind and overlay, local removal and replacement of roadway section.
It also includes concrete reconstruction, tree removal and replacement, repair of damage sidewalk, driveway approaches, curbs and gutter, access ramps.
$ 4,444,000.00 $ 2,409,000.00 $ 2,409,000.00 $ - $ - $ - $ - Surface Transporation Program Local (STPL)
PW1753 Roadways University Drive
Rehabilitation -
Avalon Blvd to
Wilmington Ave
University Dr. Rehabilitation (1.8 miles) from Avalon to Wilmington Ave. The project includes removal and replacement of asphalt pavement section and base, grind and overlay, local removal and replacement of roadway section.
It also includes concrete reconstruction, tree removal and replacement, repair of damage sidewalk, driveway approaches, curbs and gutter, access ramps.
$ - $ 2,000,000.00 $ 2,004,287.80 $ - $ - $ - $ - General Fund PW1755 Roadways Santa Fe Ave.
Rehabilitation -
Carson St. to Del
Amo Ave.
Santa Fe Ave. (1.1 miles) Grind and overlay from Carson to Del Amo. The project includes asphalt pavement grind and overlay, local removal and replacement of roadway section. It also includes concrete reconstruction, tree removal and replacement, repair of damage sidewalk, driveway approaches, curbs and gutter, access ramps.
$ 4,800,000.00 $ - $ - $ 4,800,000.00 $ - $ - $ - None
PW1756 Roadways Figueroa Street -
Lomita to 223rd
St.
1.8 miles. Figueroa St. Grind and overlay. (Combine with PW1774) $ 7,900,000.00 $ - $ - $ 7,900,000.00 $ - $ - $ - None PW1757 Roadways Main Street
Rehabilitation -
Lomita to 228th St
Main St. (1.41 miles) Grind and overlay from Lomita Blvd. to 228th St. The project includes asphalt pavement grind and overlay, local removal and replacement of roadway section. It also includes concrete reconstruction, tree removal and replacement, repair of damage sidewalk, driveway approaches, curbs and gutter, access ramps.
$ 6,556,047.00 $ 6,200,000.00 $ - $ - $ - $ - $ - RMRA (SB1) - Fund 288 PW1757 Roadways Main Street
Rehabilitation -
Lomita to 228th St
Main St. (1.41 miles) Grind and overlay from Lomita Blvd. to 228th St. The project includes asphalt pavement grind and overlay, local removal and replacement of roadway section. It also includes concrete reconstruction, tree removal and replacement, repair of damage sidewalk, driveway approaches, curbs and gutter, access ramps.
$ - $ - $ 300,000.00 $ - None
FY 26-27 CIP Draft
PROJ # TYPE PROJECT NAME DESCRIPTION Total Cost Estimate Adopted FY26-27 Funding FY26-27 Revised FY 27-28 Funding Estimate FY 28-29 Funding Estimate FY 29-30 Funding Estimate FY 30-31 Funding Estimate Funding Source PW1757 Roadways Main Street
Rehabilitation -
Lomita to 228th St
Main St. (1.41 miles) Grind and overlay from Lomita Blvd. to 228th St. The project includes asphalt pavement grind and overlay, local removal and replacement of roadway section. It also includes concrete reconstruction, tree removal and replacement, repair of damage sidewalk, driveway approaches, curbs and gutter, access ramps.
$ - $ - $ - $ - $ - $ - $ - General Fund
PW1758 Roadways Main Street -
228th St to Carson
Street
Main St. (0.9 miles) Grind and overlay from 228th St. to Carson St. The project includes asphalt pavement grind and overlay, local removal and replacement of roadway section. It also includes concrete reconstruction, tree removal and replacement, repair of damage sidewalk, driveway approaches, curbs and gutter, access ramps.
$ 4,000,000.00 $ - $ - $ - $ - $ - $ - RMRA (SB1) - Fund 288 PW1758 Roadways Main Street -
228th St to Carson
Street
Main St. (0.9 miles) Grind and overlay from 228th St. to Carson St. The project includes asphalt pavement grind and overlay, local removal and replacement of roadway section. It also includes concrete reconstruction, tree removal and replacement, repair of damage sidewalk, driveway approaches, curbs and gutter, access ramps.
$ - $ - $ - $ 4,000,000.00 $ - $ - $ - None
PW1762 Roadways Wilmington Ave -
Lomita Boulevard
to 223rd Street -
Roadway
Reconstruction
Reconstruction and rehabilitation of existing roadway infrastructure to improve pavement conditions, traffic operations, drainage, and public safety. The work includes asphalt pavement reconstruction, cold milling and asphalt concrete overlay, localized full-depth pavement repairs, and replacement of deteriorated roadway sections. Concrete-related improvements include removal and replacement of damaged curb and gutter, sidewalks, driveway approaches, cross gutters, access ramps, and other miscellaneous concrete improvements. Additional work may include subgrade preparation, adjustment of utility manholes and valve covers to grade, pavement striping and markings, traffic control, and drainage improvements.
$ 8,000,000.00 $ - $ - $ 7,900,000.00 $ - $ - $ - General Fund PW1774 Roadways Sepulveda (110
Fwy to Figueroa)
Sepulveda Blvd. Grind and Overlay. The project includes asphalt pavement grind and overlay, local removal and replacement of roadway section. It also includes concrete reconstruction, tree removal and replacement, repair of damage sidewalk, driveway approaches, curbs and gutter, access ramps. (Combined with PW1756)
$ 700,000.00 $ - $ - $ 700,000.00 $ - $ - $ - None
PW1775 Roadways 213th St. Street
Lights
Chico to Wilmington $ 800,000.00 $ - $ - $ 800,000.00 $ - $ - $ - Future Carson Street-Lighting District Funds
PW1776 Stormwater Calas Park
Stormwater
Infiltration and
Water Quality
Improvements
Supplemental Environment Project (SEP) $ 6,000,000.00 $ 5,980,000.00 $ 6,036,027.00 $ - $ - $ - $ - LA County Sanitation Districts PW1780 Traffic Victoria Street
Transit Center
Construction of a new transit center adjacent to CSUDH $ 11,477,000.00 $ 4,776,932.00 $ 4,776,932.00 $ 6,700,068.00 $ - $ - $ - Metro Grant PW1780 Traffic Victoria Street
Transit Center
Construction of a new transit center adjacent to CSUDH $ - $ - $ - $ - $ - $ - $ - None PW1784 Roadways Traffic Signal
Modification
Traffic Signal modification at Central Avenue and University Drive: Install left turn arrows on all approaches at the intersection of Central Avenue and University Drive.
$ - $ - $ - $ - $ - $ - $ - None
FY 26-27 CIP Draft
PROJ # TYPE PROJECT NAME DESCRIPTION Total Cost Estimate Adopted FY26-27 Funding FY26-27 Revised FY 27-28 Funding Estimate FY 28-29 Funding Estimate FY 29-30 Funding Estimate FY 30-31 Funding Estimate Funding Source PW1784 Traffic Traffic Signal
Modification
Traffic Signal modification at Central Avenue and University Drive: Install left turn arrows on all approaches at the intersection of Central Avenue and University Drive.
$ 800,000.00 $ 800,000.00 $ 800,000.00 $ - $ - $ - $ - DIF Traffic (4941) PW1785 Bikeways Carson Bicycle
Action Plan
Carson's Master Bicycle Action Plan will serve as an informative guide when developing a framework that improves the city's physical bicycle system and reduces transportation inequities. With 18.7 sq miles of grid street networks (including California State University, Dominguez Hills), connecting Carson’s communities can enable widespread mode shifts to bicycling. $ 897,000.00 $ 553,625.05 $ 553,625.05 $ - $ - $ - $ - ATP Cycle 6 PW1786 Buildings City Hall
Bathroom and
Kitchenette
Renovations
Renovating all City Hall restrooms and upgrading to current Americans with Disabilities Act standards and applicable California Building Codes. $ - $ 138,459.24 $ 256,236.27 $ - $ - $ - $ - DIF Gov Facilities (4944) PW1786 Buildings City Hall
Bathroom and
Kitchenette
Renovations
Renovating all City Hall restrooms and upgrading to current Americans with Disabilities Act standards and applicable California Building Codes. $ 1,697,000.00 $ 898,308.25 $ 1,178,122.95 $ - $ - $ - $ - 2024 Lease Revenue Bond PW1790 Technology Community
Center and
Amphitheatre
Lighting and AV
Equipment
Upgrade
Installation of AV Equipment and Operating System for Premier Events $ 2,500,000.00 $ - $ - $ 2,500,000.00 $ - $ - $ - None PW1791 Roadways Citywide
Pavement
Maintenance
Program
Citywide Pavement Program (Previously titled Citywide Street Repair) $ - $ - $ - $ - $ - $ - $ - 2024 Lease Revenue Bond PW1791 Roadways Citywide
Pavement
Maintenance
Program
Citywide Pavement Program (Previously titled Citywide Street Repair) $ 32,000,000.00 $ 8,000,000.00 $ 9,976,911.67 $ 1,000,000.00 $ - $ - $ - General Fund PW1792 Traffic Traffic Reliability
Improvements
Replace obsolete traffic signal battery backup systems, controllers, loop detection systems, with state of the art equipment capable of detecting bicycles, pedestrians, neighborhood electric vehicles, and prepare Carson for emerging transportation and communication technologies. $ 2,400,000.00 $ - $ - $ 2,400,000.00 $ - $ - $ - None
PW1793 Trees URBAN FORESTRY
MASTER PLAN &
IMPLEMENTATION
Develop and Implement an Urban Forestry Master Plan $ 1,000,000.00 $ 230,389.00 $ 230,389.00 $ 378,010.00 $ 49,993.00 $ - $ - USDA Grant PW1793 Trees URBAN FORESTRY
MASTER PLAN &
IMPLEMENTATION
Develop and Implement an Urban Forestry Master Plan $ - $ 170,800.00 $ 170,800.00 USDA Grant PW1795 Parks Mills Park
Recreation Center
Building
Renovation
The project includes interior and exterior renovations to the recreation center building, including upgrades to community rooms, classrooms, restrooms, office spaces, kitchen facilities, storage areas, and multi-purpose activity areas. Improvements include replacement of outdated building systems such as HVAC, electrical, plumbing, lighting, flooring, roofing, doors, and windows, as well as ADA accessibility upgrades to ensure compliance with current building and accessibility standards. $ 5,000,000.00 $ 3,000,000.00 $ 3,000,000.00 $ - $ - $ - $ - 2024 Lease Revenue Bond
FY 26-27 CIP Draft
PROJ # TYPE PROJECT NAME DESCRIPTION Total Cost Estimate Adopted FY26-27 Funding FY26-27 Revised FY 27-28 Funding Estimate FY 28-29 Funding Estimate FY 29-30 Funding Estimate FY 30-31 Funding Estimate Funding Source PW1795 Parks Mills Park
Recreation Center
Building
Renovation
The project includes interior and exterior renovations to the recreation center building, including upgrades to community rooms, classrooms, restrooms, office spaces, kitchen facilities, storage areas, and multi-purpose activity areas. Improvements include replacement of outdated building systems such as HVAC, electrical, plumbing, lighting, flooring, roofing, doors, and windows, as well as ADA accessibility upgrades to ensure compliance with current building and accessibility standards. $ - $ - $ - $ - $ - $ - $ - County Park Open Space/
Measure A
PW1795 Parks Mills Park
Recreation Center
Building
Renovation
The project includes interior and exterior renovations to the recreation center building, including upgrades to community rooms, classrooms, restrooms, office spaces, kitchen facilities, storage areas, and multi-purpose activity areas. Improvements include replacement of outdated building systems such as HVAC, electrical, plumbing, lighting, flooring, roofing, doors, and windows, as well as ADA accessibility upgrades to ensure compliance with current building and accessibility standards. $ - $ 2,000,000.00 $ - $ - $ - $ - $ - General Fund
PW1795 Parks Mills Park
Recreation Center
Building
Renovation
The project includes interior and exterior renovations to the recreation center building, including upgrades to community rooms, classrooms, restrooms, office spaces, kitchen facilities, storage areas, and multi-purpose activity areas. Improvements include replacement of outdated building systems such as HVAC, electrical, plumbing, lighting, flooring, roofing, doors, and windows, as well as ADA accessibility upgrades to ensure compliance with current building and accessibility standards. $ - $ - $ 4,000,000.00 $ - $ - $ - $ - DIF Park & Related Facilities (4942)
PW1796 Buildings Carson Civic
Center
Redevelopment
Carson Civic Center Redevelopment $ 550,000.00 $ - $ - $ - $ - $ - $ - General Fund PW1797 Technology Citywide
Municipal Fiber
Optic Network
Phase I
Phase I of Citywide Municipal Fiber Optic Network $ 30,000,000.00 $ 6,250,000.00 $ 17,482,346.32 $ - $ - $ - $ - Community Broadband Capital Outlay Enterprise
Fund
PW1797 Technology Citywide
Municipal Fiber
Optic Network
Phase I
Phase I of Citywide Municipal Fiber Optic Network $ - $ - $ 408,850.22 General Fund PW1798 Roadways Delores
Rehabilitation
from Sepulveda to
Carson Street
Delores Rehabilitation from Sepulveda to Carson Street $ 8,000,000.00 $ - $ - $ 8,000,000.00 $ - $ - $ - None PW1799 Roadways Del Amo
Rehabilitation
from Main Street
to Figueroa
Del Amo Rehabilitation from Main Street to Figueroa $ 2,000,000.00 $ - $ - $ 2,000,000.00 $ - $ - $ - None PW1800 Stormwater Citywide
Stromdrain Repair
Repair all City-owned stormdrains $ 3,000,000.00 $ - $ - $ 3,000,000.00 $ - $ - $ - None PW1801 Roadways Streetscape
Master Plan - Civic
Design and construction of median landscaping for segments on Avalon Blvd. and Carson St. identified as Civic-type land use. $ - $ 300,000.00 $ 300,000.00 $ - Measure R
PW1801 Roadways Streetscape
Master Plan - Civic
Design and construction of median landscaping for segments on Avalon Blvd. and Carson St. identified as Civic-type land use. $ - $ 200,000.00 $ 200,000.00 $ - Measure M
PW1801 Roadways Streetscape
Master Plan - Civic
Design and construction of median landscaping for segments on Avalon Blvd. and Carson St. identified as Civic-type land use. $ - $ 200,000.00 $ 200,000.00 $ - DIF Beautification (4943) PW1801 Roadways Streetscape
Master Plan - Civic
Design and construction of median landscaping for segments on Avalon Blvd. and Carson St. identified as Civic-type land use. $ - $ 456,000.00 $ 456,000.00 $ - Raised Medians
FY 26-27 CIP Draft
PROJ # TYPE PROJECT NAME DESCRIPTION Total Cost Estimate Adopted FY26-27 Funding FY26-27 Revised FY 27-28 Funding Estimate FY 28-29 Funding Estimate FY 29-30 Funding Estimate FY 30-31 Funding Estimate Funding Source PW1801 Roadways Streetscape
Master Plan - Civic
Design and construction of median landscaping for segments on Avalon Blvd. and Carson St. identified as Civic-type land use. $ 6,700,000.00 $ - $ 5,544,000.00 $ - $ - $ - $ - General Fund PW1803 Parks Friendship Mini
Park Land
Acquisition &
Expansion
Aquire land & expand current Friendship Mini Park; $1.43M grant for 0.44 acre acquisition
$ - $ 1,430,000.00 $ 1,430,000.00 $ - $ - $ - $ - County Park Open Space/ Measure A
PW1803 Parks Friendship Mini
Park Land
Acquisition &
Expansion
Aquire land & expand current Friendship Mini Park; $1.43M grant for 0.44 acre acquisition
$ 1,430,000.00 $ - $ - $ - $ - $ - $ - None
PW1805 Parks Calas Park Removal of Wading Pool/New Picnic Shelter/ADA Pathway improvements $ 1,500,000.00 $ - $ - $ - $ 1,500,000.00 $ - $ - None PW1806 Parks Del Amo Park Fix storm drain run-off/Elevate Basketball courts/Building & Playground ADA upgrades/ irrigation and turf upgrades
$ - $ - $ 4,500,000.00 $ - None
PW1806 Parks Del Amo Park Fix storm drain run-off/Elevate Basketball courts/Building & Playground ADA upgrades/ irrigation and turf upgrades
$ 20,000,000.00 $ - $ - $ 500,000.00 $ - $ - $ - General Fund PW1807 Parks Foisia Park
Aquatic Repairs
Pool building/new mechanical equipment/electrical panels $ 500,000.00 $ - $ - $ 500,000.00 $ - $ - $ - General Fund PW1808 Parks Concrete Repairs
at Pools Citywide
Redo the concrete at Carson Pool, Dominguez Aquatic Center, Foisia Pool, and Hemingway Aquatics Center
$ 2,000,000.00 $ - $ - $ 2,000,000.00 $ - $ - $ - General Fund PW1809 Parks Veterans Sports
Complex
Installation of
HVAC, Solar
Panels and
Generator
Installation of new HVAC systems, backup generator facilities, and solar panel infrastructure at Veterans Park to improve energy efficiency, operational reliability, and facility resiliency. Replacement and upgrade of existing HVAC equipment, installation of new heating and cooling systems, ducting, electrical connections, controls, and related mechanical improvements. It also includes installation of a standby emergency generator with associated electrical equipment and transfer switch systems to provide backup power during outages. Also included is the installation of solar photovoltaic panels and related electrical infrastructure to support renewable energy generation and reduce energy consumption. Additional work may include structural improvements, concrete pads, utility upgrades, trenching, and site restoration. (Combined with PW1732) $ - $ - $ - $ 2,000,000.00 $ - $ - $ - General Fund
PW1810 Parks Walnut Mini-Park Fix concrete sloping/landscaping clean up $ 750,000.00 $ - $ - $ 750,000.00 $ - $ - $ - None PW1811 Parks Carson Event CenterReplace Early Childhood Education (ECE) playground so it is all abilities and ADA compliant
$ 500,000.00 $ - $ - $ - $ 500,000.00 $ - $ - None
PW1812 Parks Dominguez Park Room and Kitchen Remodel $ 1,000,000.00 $ - $ - $ 1,000,000.00 $ - $ - $ - None PW1813 Parks Dolphin Park,
Dominguez Park
New irrigation system for the entire park $ 1,000,000.00 $ - $ - $ 1,000,000.00 $ - $ - $ - None PW1814 Parks Reflections Park New redesign and landscaping $ 750,000.00 $ - $ - $ 750,000.00 $ - $ - $ - None PW1815 Parks Veterans Park Skate park To improve and fix the skate park at Veterans Park $ 500,000.00 $ - $ - $ 500,000.00 $ - $ - $ - None PW1816 Parks Dominguez Park
Pickleball Courts
Additional pickleball courts $ 500,000.00 $ - $ - $ - $ 500,000.00 $ - $ - None PW1817 Parks Foisia Park
Pickleball Courts
Conversion of handball courts into two pickleball courts $ 100,000.00 $ - $ - $ 100,000.00 $ - $ - $ - General Fund PW1818 Safety Security Cameras Installation of Surveillance Cameras at mini-parks. $ 390,000.00 $ - $ 261,225.46 $ - $ - $ - $ - General Fund PW1819 Safety Phase projection
for installing an
enhanced
intrusion alarm
and Halo smart
sensor system.
The project focuses on installing an upgraded intrusion alarm and Halo smart sensor system. This system will improve security by using advanced technology for real-time monitoring and alerts for unauthorized access or suspicious activity. The Halo smart sensors will include environmental monitoring and automated alerts, providing a complete security solution. $ 1,436,000.00 $ - $ 367,801.14 $ - $ - $ - $ - General Fund PW1820 Safety Fire suppression
system installation
at the Carson
Community Event
Center
The project involves the installation of a fire suppression system at the Carson Community Event Center to enhance safety and comply with fire safety regulations. This system will include advanced features such as sprinklers, alarm systems, and emergency exit signage to protect both the facility and its occupants from potential fire hazards. $ 580,000.00 $ - $ - $ 580,000.00 $ - $ - $ - None
FY 26-27 CIP Draft
PROJ # TYPE PROJECT NAME DESCRIPTION Total Cost Estimate Adopted FY26-27 Funding FY26-27 Revised FY 27-28 Funding Estimate FY 28-29 Funding Estimate FY 29-30 Funding Estimate FY 30-31 Funding Estimate Funding Source PW1821 Roadways Caltrans
Interchanges
Caltrans areas $ - $ - $ - $ - $ - $ - $ - None
PW1822 Buildings Teen Center Design and Construction of City Teen Center $ - $ - $ - $ - $ - $ - $ - None PW1823 Roadways Wayfinding Signs Design and placement of wayfinding signage throughout the City. (combine PW1823, PW1825, and PW1826)
$ 1,000,000.00 $ - $ - $ - $ - $ - $ - DIF Beautification (4943) PW1823 Roadways Wayfinding Signs Design and placement of wayfinding signage throughout the City. (combine PW1823, PW1825, and PW1826)
$ - $ - $ - $ - $ - $ - $ - DIF Transportation (4945)
PW1824 Roadways Avalon Blvd. &
Central Ave. from
Turmont to
University Dr. -
Fence/Wall
Replacement
Project.
The project consists of the removal and replacement of deteriorated fence walls along Avalon Boulevard and Central Avenue from Turmont to University Dr. that have become structurally deficient and pose a safety hazard to pedestrians and the public. The work includes demolition and disposal of existing collapsing wall sections, construction of new fence walls and foundations, and installation of related structural and architectural improvements. Additional work may include sidewalk restoration, grading, drainage improvements, utility adjustments, landscaping restoration, traffic and pedestrian control. The project is intended to improve public safety, enhance pedestrian accessibility, restore structural integrity, and improve the overall appearance and functionality of the corridor. $ 10,000,000.00 $ - $ - $ 10,000,000.00 $ - $ - $ - General Fund PW1825 Roadways Installation of
Archways,
Monuments Signs,
and Wayfinding
Signs - Citywide
Archways and Wayfinding Signs - The project includes the design, fabrication, and installation of gateway archways at key entry corridors, monument signs at prominent locations, and a comprehensive wayfinding signage system directing motorists, bicyclists, and pedestrians to major destinations, civic facilities, parks, commercial centers, and community landmarks. Improvements may include decorative architectural features, illuminated signage, landscaping enhancements, public art elements, branding components, and ADA-compliant directional signage designed to reflect the City’s character and community identity. The goal of the project is to strengthen community identity, improve accessibility and navigation, enhance streetscape aesthetics, and create welcoming gateways throughout the City. (combine PW1823 - Wayfinding Signs, PW1825 - Archways, and PW1826 - Monuments)
$ 2,500,000.00 $ - $ - $ - $ - $ - $ - Measure R
PW1825 Roadways Installation of
Archways,
Monuments Signs,
and Wayfinding
Signs - Citywide
Archways and Wayfinding Signs - The project includes the design, fabrication, and installation of gateway archways at key entry corridors, monument signs at prominent locations, and a comprehensive wayfinding signage system directing motorists, bicyclists, and pedestrians to major destinations, civic facilities, parks, commercial centers, and community landmarks. Improvements may include decorative architectural features, illuminated signage, landscaping enhancements, public art elements, branding components, and ADA-compliant directional signage designed to reflect the City’s character and community identity. The goal of the project is to strengthen community identity, improve accessibility and navigation, enhance streetscape aesthetics, and create welcoming gateways throughout the City. (combine PW1823 - Wayfinding Signs, PW1825 - Archways, and PW1826 - Monuments)
$ - $ - $ - $ 5,000,000.00 $ - $ - $ - General Fund
FY 26-27 CIP Draft
PROJ # TYPE PROJECT NAME DESCRIPTION Total Cost Estimate Adopted FY26-27 Funding FY26-27 Revised FY 27-28 Funding Estimate FY 28-29 Funding Estimate FY 29-30 Funding Estimate FY 30-31 Funding Estimate Funding Source PW1826 Roadways Monuments Planning and design development for new monuments throughout the City. (combine PW1823, PW1825, and PW1826)
$ - $ - $ - $ - $ - $ - $ - DIF Transportation (4945)
PW1826 Roadways Monuments Planning and design development for new monuments throughout the City. (combine PW1823, PW1825, and PW1826)
$ 1,500,000.00 $ - $ - $ - $ - $ - $ - Measure R
PW1826 Roadways Monuments Planning and design development for new monuments throughout the City. (combine PW1823, PW1825, and PW1826)
$ - $ - $ - $ - None
PW1827 Roadways Shared Central
Ave Project with
City of Compton
Shared Central Ave Project with City of Compton $ 874,908.13 $ 874,908.13 $ 874,908.13 $ - Community Facilities District (CFD)
PW1828 Traffic South Bay Travel
Network
Design and Construct a Local Travel Network (LTN) within Carson to establish routes for low speed travel using neighborhood electric vehicles (NEV) as well as other slow-speed zero-emission modes
$ 4,512,915.00 $ 3,858,096.00 $ 3,858,096.00 $ - $ - $ - $ - Measure M Grant PW1829 Traffic Olympic Ready ITS Improve the Intelligent Transportation Systems (ITS) infrastructure in the corridors
leading towards the Dignity Health Sports Complex
$ 750,000.00 $ 500,000.00 $ 500,000.00 $ - $ - $ - $ - Measure M Grant PW1832 Traffic Traffic Signal
Installation at
Grace Ave and
213th St
Traffic Signal Installation at Grace Ave and 213th St $ 750,000.00 $ 750,000.00 $ 750,000.00 $ - $ - $ - $ - Developer Funds PW1833 Roadways Citywide Street
Name Sign
Replacement
Replacement of Street Name Signs Citywide to align with new style guidelines
$ 2,000,000.00 $ - $ 221,000.00 $ 2,000,000.00 $ - $ - $ - General Fund PW1834 Technology Citywide
Municipal Fiber
Optic Network
Phase 2
Phase II of Citywide Municipal Fiber Optic Network $ 55,000,000.00 $ - $ - $ - $ - $ - $ - Community Broadband Capital Outlay Enterprise
Fund
PW1835 Buildings Community
Center Flooring
Replace carpeting/flooring at Community Center West Wing $ 300,000.00 $ - $ 128,802.10 $ - $ - $ - $ - General Fund PW1836 Buildings EV Chargers at
City Facilities*
Additional chargers at City Hall, Foisia Park, and Carriage Crest Park $ 750,000.00 $ - $ - $ 750,000.00 $ - $ - $ - General Fund PW1837 Buildings Digital Banners* Digital Banners for community messaging $ 500,000.00 $ - $ - $ 500,000.00 $ - $ - $ - General Fund PW1839 Traffic Traffic Signal
Modification at
Delores &
Sepulveda
Traffic Signal Modification at Delores & Sepulveda $ 709,300.00 $ - $ - $ 638,370.00 $ - $ - $ - HSIP PW1839 Traffic Traffic Signal
Modification at
Delores &
Sepulveda
Traffic Signal Modification at Delores & Sepulveda $ - $ 70,930.00 $ 70,930.00 $ - $ - $ - $ - AQMD PW1840 Traffic Avalon Traffic
Signal and
Crosswalk
Upgrades
Upgrade to the traffic signals and crosswalks at Avalon & University and Avalon & MLK
$ 385,000.00 $ - $ - $ 346,500.00 $ - $ - $ - HSIP
PW1840 Traffic Avalon Traffic
Signal and
Crosswalk
Upgrades
Upgrade to the traffic signals and crosswalks at Avalon & University and Avalon & MLK
$ - $ 38,500.00 $ 38,500.00 $ - $ - $ - $ - AQMD
FY 26-27 CIP Draft
PROJ # TYPE PROJECT NAME DESCRIPTION Total Cost Estimate Adopted FY26-27 Funding FY26-27 Revised FY 27-28 Funding Estimate FY 28-29 Funding Estimate FY 29-30 Funding Estimate FY 30-31 Funding Estimate Funding Source PW1841 Traffic Safe Streets for All
(SS4A)
The City of Carson’s SS4A project aims to create programs and identify strategies to achieve zero traffic-related fatalities. These programs may include a Safe Routes to School Pilot Program, a Neighborhood Traffic Management Pilot Program, and a traffic safety implementation committee.
Strategies may include safety countermeasures and temporary/low-cost pilot and demonstration activities to address speeding, cut-through traffic, and enhance safety for all users.
$ 1,209,800.00 $ - $ - $ 967,840.00 $ - $ - $ - FedHWY
PW1841 Traffic Safe Streets for All
(SS4A)
The City of Carson’s SS4A project aims to create programs and identify strategies to achieve zero traffic-related fatalities. These programs may include a Safe Routes to School Pilot Program, a Neighborhood Traffic Management Pilot Program, and a traffic safety implementation committee.
Strategies may include safety countermeasures and temporary/low-cost pilot and demonstration activities to address speeding, cut-through traffic, and enhance safety for all users.
$ - $ 161,960.00 $ 161,960.00 $ - $ - $ - $ - DIF Transportation (4945) PW1841 Traffic Safe Streets for All
(SS4A)
The City of Carson’s SS4A project aims to create programs and identify strategies to achieve zero traffic-related fatalities. These programs may include a Safe Routes to School Pilot Program, a Neighborhood Traffic Management Pilot Program, and a traffic safety implementation committee.
Strategies may include safety countermeasures and temporary/low-cost pilot and demonstration activities to address speeding, cut-through traffic, and enhance safety for all users.
$ - $ 80,000.00 $ 80,000.00 $ - $ - $ - $ - TDA
FY 26-27 CIP Draft
PROJ # TYPE PROJECT NAME DESCRIPTION Total Cost Estimate Adopted FY26-27 Funding FY26-27 Revised FY 27-28 Funding Estimate FY 28-29 Funding Estimate FY 29-30 Funding Estimate FY 30-31 Funding Estimate Funding Source PW1842 Traffic Traffic Signal
Upgrade at
Wilmington &
Lomita
Traffic Signal Upgrade at Wilmington & Lomita $ - $ - $ - $ - $ - $ - $ - None PW1843 Traffic Traffic Signal
Upgrade at Avalon
& Desford
Traffic Signal Upgrade at Avalon & Desford $ - $ - $ - $ - $ - $ - $ - None PW1844 Parks Park Marquee
Signs
New Marquee signs at parks citywide $ 1,732,500.00 $ - $ - $ 1,732,500.00 $ - $ - $ - General Fund PW1845 Stormwater Dominguez
Channel Estuary
Assessment Study
City's portion of the shared cost of the Dominguez Channel Estuary Assessment Study
$ 304,201.00 $ 304,201.00 $ 304,201.00 $ - Measure W
PW1846 Traffic Traffic Analysis for
the Upcoming LA
2028 Olympics
and Paralympics
The Project will evaluate and develop comprehensive traffic management and mobility strategies to support regional transportation operations during the 2028 Olympic and Paralympic Games hosted in the Los Angeles region.
The project will assess existing and projected traffic conditions associated with Olympic venues, training facilities, transit hubs, designated event routes, and surrounding communities to minimize congestion, maintain emergency access, and enhance overall mobility and safety. The project scope includes traffic data collection, traffic modeling and simulation, intersection analysis, roadway capacity evaluations, parking and curb management assessments, transit coordination, and development of transportation demand management (TDM) strategies. The study will also evaluate temporary traffic control measures, shuttle and bus operations, freight movement impacts, pedestrian and bicycle circulation, signal timing optimization, intelligent transportation systems (ITS), and coordination with regional agencies including LA28, Los Angeles County Metropolitan Transportation Authority, Caltrans, and local jurisdictions. $ 200,000.00 $ - $ - $ 200,000.00 $ - $ - $ - General Fund PW1847 Traffic Traffic Signal
Installation at
Carriage Crest
Entrance and
Sepulveda Blvd.
Installation of a new traffic signal system which includes traffic signal poles, mast arms, signal heads, and related civil improvements such as pavement striping and markings, curb ramps compliant with ADA requirements. The project is intended to enhance traffic operations, provide safe crossings for park users and the public, and accommodate increased traffic and pedestrian activity to serve the expanded area of Carriagecrest Park. $ 700,000.00 $ - $ - $ 700,000.00 $ - $ - $ - General Fund PW1848 Roadways Citywide Concrete
Maintenance
Program
Concrete Repair Citywide $ 500,000.00 $ - $ - $ 500,000.00 $ - $ - $ - General Fund PW1849 Roadways Streetscape
Master Plan -
223rd
Design and construction of median landscaping for segments on 223rd from Lucerne to Alameda
$ 3,650,000.00 $ - $ - $ 3,500,000.00 $ - General Fund
PW1850 Buildings Public Works and
Community
Services Corporate
Yard Roof
Improvements
Comprehensive rehabilitation including a full "tear off and replacement" of Public Works (Building A) roof and protective seal coating of Community Services Roof (Building C), and Warehouse and Fleet Mechanics Roof (Building B) to extend the service life of the existig systems and prevent future degradation.
$ 2,000,000.00 $ 2,000,000.00 $ 2,000,000.00 $ - $ - $ - $ - General Fund PW1852 Buildings East Carson
Corridor
Revitalization
The East Carson Corridor Revitalization Project will revitalize the commercial corridor between Santa Fe Avenue and Harbor View Drive through the City's Façade Improvement Program. The project will support improvements to building storefronts and façades, enhancing the appearance, vibrancy, and economic vitality of the corridor.
$ 1,700,000.00 $ - $ 500,000.00 $ 1,200,000.00 $ - $ - $ - General Fund
FY 26-27 CIP Draft
PROJ # TYPE PROJECT NAME DESCRIPTION Total Cost Estimate Adopted FY26-27 Funding FY26-27 Revised FY 27-28 Funding Estimate FY 28-29 Funding Estimate FY 29-30 Funding Estimate FY 30-31 Funding Estimate Funding Source $ 583,012,575.45 $ 147,937,047.03 $ 196,107,913.09 $ 211,131,903.00 $ 2,757,493.00 $ 450,000.00 $ 200,000.00
CITY OF CARSON 701 East Carson Street
Report to Honorable Mayor and City Council
Tuesday, October 20, 2026, 5:00 PM
DISCUSSION 27.
To: Honorable Mayor and City Council
From: William Jefferson, Director of Finance FIN Purchasing Subject: CONSIDER INTRODUCTION AND FIRST READING OF ORDINANCE 26-2617 AMENDING THE
CARSON MUNICIPAL CODE RELATING TO CITY PURCHASING AND PROCUREMENT PROCEDURES (CITY
COUNCIL)
I. SUMMARY
The City of Carson (“City”) retained Esparza Consultants, LLC, through Request for Proposals (RFP) No. 25-017 to provide on-call consulting services to the Finance Department. Pursuant to the expanded scope of services authorized under Amendment No. 2, approved by the City Council at its April 7, 2026, regular City Council meeting as Consent Item No. 21, Esparza Consultants assisted the City in reviewing its existing purchasing policies, procedures, Administrative Rules, and related provisions.
Based on the results of this review, staff is proposing amendments to various sections of Chapter 6, Purchasing System, of Article II, Administration, of the Carson Municipal Code. The proposed amendments are intended to clarify, update, and strengthen the City's purchasing and procurement regulations; promote consistency in the application of purchasing procedures; and enhance administrative efficiency. The revisions further seek to align the City's purchasing requirements with current operational needs and provide clear and consistent guidance to City departments regarding the procurement of goods and services.
II. RECOMMENDATION
TAKE the following actions:
1. INTRODUCE and CONDUCT a first reading, by title only and with full reading waived, Ordinance No. 26- 2617, "AN AMENDED AND RESTATED ORDINANCE OF THE CITY COUNCIL OF THE CITY OF CARSON, CALIFORNIA, ADOPTING CHAPTER 6 (PURCHASING SYSTEM) OF ARTICLE II (ADMINISTRATION) OF THE CARSON MUNICIPAL CODE AS A COMPREHENSIVE UPDATE"; and,
2. DESIGNATE the City Attorney as the City official who prepares a summary of Ordinance No. 26-2617 thereby allowing summary publication of the ordinance under Government Code Section 36933.
III. ALTERNATIVES
TAKE another action as deemed appropriate by the City Council, consistent with applicable law.
IV. BACKGROUND
The City of Carson's (“City”) Purchasing Ordinance, codified in Chapter 6, Purchasing System, of Article II, Administration, of the Carson Municipal Code, establishes the regulatory framework governing the City's procurement of goods and services and the administration of purchasing activities and public works contracting.
The ordinance sets forth purchasing procedures, approval authorities, and applicable procurement thresholds to promote accountability, transparency, and the responsible expenditure of public funds.
The City retained Esparza Consultants, LLC, through Request for Proposals (RFP) No. 25-017 to provide on-call consulting services to the Finance Department. Under Amendment No. 2, approved by the City Council on April 7, 2026, as Consent Item No. 21, the scope of services was expanded to include a review of the City's purchasing operations, policies, procedures, Administrative Rules, and related provisions of the Carson Municipal Code. The review was intended to identify opportunities to improve procurement processes, clarify existing requirements, and recommend revisions to better support the City's operational needs.
The proposed amendments to Chapter 6, Purchasing System, of Article II, Administration, of the Carson Municipal Code address various provisions governing the City's purchasing and procurement activities. The revisions are based on a review conducted by Esparza Consultants, LLC, and are intended to update existing requirements, clarify procurement procedures, improve administrative efficiency, and better align the City's purchasing framework with its operational needs.
Although the proposed amendments address multiple sections of the ordinance, two of the major areas of revision involve adjustments to purchasing thresholds and changes to the City's approach to administering public works contracting. Additional amendments address other purchasing and procurement requirements and are intended to provide greater clarity and consistency in the application of the ordinance.
A. Revisions to Purchasing Thresholds
As part of its review of the City's Purchasing Ordinance, Esparza Consultants, LLC, conducted research and comparative analysis of purchasing thresholds and procurement practices adopted by neighboring agencies.
The review was intended to assess the City's existing purchasing requirements in relation to those of comparable public agencies and identify opportunities to improve the efficiency and administration of the City's procurement processes.
The consultant's research informed the development of proposed revisions to the City's purchasing thresholds.
These revisions are intended to establish purchasing limits that better reflect the City's current operational needs, reduce unnecessary administrative burdens associated with routine purchases, and provide clearer direction to City departments regarding applicable procurement methods and approval requirements.
The proposed amendments also seek to establish a more practical and consistent framework for purchasing activities while preserving appropriate fiscal oversight, transparency, and accountability in the expenditure of public funds. By updating the applicable thresholds and clarifying related purchasing requirements, the City intends to facilitate the timely acquisition of goods and services while ensuring that procurement activities remain subject to established controls and applicable legal requirements.
The consultant's specific proposed threshold changes are summarized below, including the existing requirements and the corresponding revisions proposed under the amended ordinance.
Esparza Consultants - Purchasing Thresholds Research
City Budget Population
Formal Bidding Threshold
(Non-Public Projects)
Torrance
$592M Budget
$239M Revenues
$299M General
140,000 Over $250,000
Santa Monica
$796M Budget
$859M Revenue
$484M General
91,000 Over $250,000
Inglewood
$430M Budget
$224M Revenue
$224M General
106,000 Over $125,000
Carson (Proposed)
$296M Budget
$155M Revenue
$155M General
90,000 Over $125,000
Burbank
$1B Budget
$265M Revenue
$275K Revenue
105,000 Over $100,000
Carson (Current)
$296M Budget
$155M Revenue
$155M General
90,000 Over $75,000
Manhattan Beach
$196M Budget
$260M Revenue
$151M General
34,000 Over $75,000
Source: Esparza Consultants, LLC, purchasing threshold research.
The research provides a comparative basis for evaluating the City's current purchasing thresholds and considering adjustments that reflect prevailing practices among comparable agencies. Based on this review, staff is proposing revisions to specified purchasing thresholds to better align the City's procurement procedures with current operational needs, improve administrative efficiency, and establish clear requirements for the procurement of goods and services. Using the consultant's research as a springboard, City staff proposes an increased bidding threshold for non-public projects of $250,000 along with an increased City Manager expenditure authority for all purchases including public projects of $125,000.
B. UPCCAA and Public Works Procedures
Another major component of the proposed ordinance amendments concerns the City's administration of public works procurement. Staff is proposing that the City withdraw from participation in the Uniform Public Construction Cost Accounting Act (UPCCAA) which would be effectuated by Council adoption of an ordinance to be filed with the State Controller.
The proposed revisions are intended to clarify the requirements governing the solicitation, bidding, award, and administration of public works contracts and to establish procedures that better support the City's operational and administrative needs. The amendments will address the applicable procurement thresholds, bidding requirements, and contract award processes as provided in the proposed ordinance and governing law.
The current solicitation thresholds under UPCCAA are as follows:
No bidding required at all for projects $75,000 or less; Informal bidding required for projects $220,000 or less; and Formal bidding required for projects exceeding $220,000.
The updated ordinance would increase the no bidding threshold to $125,000, and the informal and formal bidding threshold to $250,000.
The proposed changes are also intended to provide clearer direction to City departments responsible for administering public works projects and to promote consistency in procurement practices. Any City-administered procedures will remain subject to applicable California laws governing public works contracting, competitive bidding, and contract awards.
The proposed changes relating to UPCCAA and public works contracting constitute a significant component of the ordinance rewrite. The revised framework, together with the proposed purchasing threshold adjustments and other procurement-related amendments, is intended to improve the administration of the City's purchasing and contracting activities. In order for the City to withdraw from UPCCAA, the City Council will need to adopt a resolution for withdrawal to be filed with the State Controller's Office; staff plans to present that resolution to Council at a later date.
C. Other Proposed Revisions
In addition to the proposed revisions to purchasing thresholds and public works contracting procedures, staff is proposing amendments to other provisions of Chapter 6 to improve the overall organization, clarity, and consistency of the City's Purchasing Ordinance. These revisions include clarifying terminology, defining formal procurement methods, refining the language and structure of existing provisions, and updating purchasing procedures to provide clearer direction regarding the City's procurement requirements.
The proposed amendments also establish a more clearly defined administrative structure for the City's purchasing functions by providing for the City Manager to designate the Finance Director as the Purchasing Manager. The Finance Director then possesses to option to designate another City employee as the Purchasing Manager. This structure is intended to clarify the delegation of purchasing responsibilities, establish a defined line of administrative oversight, and promote consistency and accountability in the administration of procurement activities.
Additional revisions address other purchasing and procurement requirements to clarify applicable procedures, responsibilities, and administrative practices. Collectively, these changes are intended to improve the readability and interpretation of the ordinance, provide consistent guidance to City departments, and establish a more organized and comprehensive framework for the procurement of goods and services and the administration of public works contracts.
The proposed amendments are intended to ensure that the City's Purchasing Ordinance reflects current operational needs, supports efficient procurement practices, and maintains appropriate fiscal oversight, transparency, accountability, and compliance with applicable laws and regulations.
Additionally, under Government Code Section 36933, the City has the option of publishing summaries rather than the full text of ordinances, which if consistently adhered to will result in significant cost savings to the City. These regulations require the following:
Pre-Adoption of Ordinance:
Designation of City official to prepare ordinance summary; Publish the summary in the City’s chosen newspaper of general circulation; Post certified copy of the full text of the proposed ordinance in the City Clerk’s office; and Both publication and posting must occur at least 5 days before the Council meeting where adoption is scheduled.
Post-Adoption of Ordinance:
Publish summary of adopted ordinance including the names of all council members voting for and against the ordinance;
City Clerk posts in the City Clerk’s Office:
A certified copy of the full text of the adopted ordinance; and The names of the council members voting for and against the ordinance.
Both publication and posting must occur within the 15-day window after adoption of ordinance.
Accordingly, staff is requesting that the City Council designate the City Attorney to prepare a summary of the ordinance.
V. FISCAL IMPACT
None.
VI. EXHIBITS
1. Ordinance 26-2617
Attachments
Ordinance_26-2617.pdf
ORDINANCE NO. 26-2617
AN AMENDED AND RESTATED ORDINANCE OF THE CITY
COUNCIL OF THE CITY OF CARSON, CALIFORNIA, ADOPTING
CHAPTER 6 (PURCHASING SYSTEM) OF ARTICLE II
(ADMINISTRATION) OF THE CARSON MUNICIPAL CODE AS A
COMPREHENSIVE UPDATE
WHEREAS, the City of Carson (“City”) is a charter city as of November 6, 2018, and adopted regulations set forth in Chapter 6 of Article II of the City’s Municipal Code for the procurement of specific materials, supplies, equipment, services, professional services, maintenance and public projects; and
WHEREAS, all charter cities have the right to adopt and enforce ordinances, regulations and laws regarding municipal affairs, subject only to conflicting provisions in the federal and state Constitutions and to preemptive state law (California Constitution, Article XI, Section 5; Domar Elec. Inc. v. City of Los Angeles, 9 Cal.4th 161 (1994)); and WHEREAS, the City Council now sees fit to adopt an amended and restated ordinance to adopt Chapter 6 of Article II of the City’s Municipal Code to update various provisions, including increasing the City Manager’s purchasing authority to $125,000, increasing the formal bidding threshold to $125,000, opting out of the Uniform Public Construction Cost Accounting Act (UPCCAA) under Public Contract Code Section 22000 et seq., increasing City’s flexibility and ability to procure design-build public projects, and generally providing more detailed guidance.
NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF CARSON, CALIFORNIA DOES ORDAIN AS FOLLOWS:
SECTION 1. RECITALS. The foregoing recitals are true and correct, and are incorporated herein as findings of fact.
SECTION 2. CEQA. This Ordinance has been reviewed by the City Council with respect to applicability of the California Environmental Quality Act (“CEQA”), the State CEQA Guidelines (California Code of Regulations, Title 14, §§ 15000 et seq., hereafter the “CEQA Guidelines”), and any applicable local CEQA policies and procedures and City has determined that this Ordinance is not a “project” for purposes of CEQA, as that term is defined by CEQA Guidelines Section 15378, because City has determined, in its discretion and based on substantial evidence, that this Ordinance concerns organizational or administrative activities and presents no potential for resulting in either a direct physical change in the environment or a reasonably foreseeable indirect physical change in the environment.
SECTION 3. AMENDMENT. Chapter 6 (Purchasing System) of Article II (Administration) of the Carson Municipal Code is hereby amended and restated to read in its entirety as follows:
“CHAPTER 6
PURCHASING SYSTEM
Sections:
§ 2600 Purpose and Applicability.
§ 2601 Definitions.
§ 2602 Centralized Purchasing.
§ 2603 City Manager Purchasing and Contract Officer Authority § 2604 Purchasing Manager.
§ 2605 Encumbrance of Funds
§ 2606 Requisitions
§ 2607 Evasion of Provisions of This Chapter Prohibited. § 2608 Purchase Orders and Contracts.
§ 2609 Inspections.
§ 2610 General Award Standard.
§ 2611 Determination of Lowest, Responsive Bid, and Responsible Bidder § 2612 Equal Bids.
§ 2613 Rejection or Waiver of Bid Requirements.
§ 2614 Interpretation of Bid Specifications.
§ 2615 Informal Bidding Procedures.
§ 2616 Formal Bidding Procedures.
§ 2617 Protest Procedures.
§ 2618 Emergency Purchasing.
§ 2619 Exceptions to Formal Bidding Requirements.
§ 2620 Public Projects and Maintenance.
§ 2621 Local Preference.
§ 2622 Disposition of Surplus Property.
§ 2623 Employee Conflict of Interest Prohibited.
§ 2624 Services Performed by City Employees.
§ 2600 Purpose and Applicability.
(a) The purpose of this Chapter is to establish efficient policies and procedures to secure for the City materials, supplies, equipment, services, professional services, maintenance and public projects at the lowest possible cost commensurate with quality needed, to exercise positive financial control over purchases, to clearly define authority of the purchasing function and to assure the quality of purchases.
(b) This Chapter shall apply to all purchase orders and contracts solicited or entered into after the effective date of the ordinance codified in this Chapter. § 2601 Definitions.
As used in this Chapter, the following words shall have the following definitions:
(a) "Affiliated agencies"
shall mean the City of Carson Housing Authority and Carson successor agency to the former Carson Redevelopment Agency.
(b) "Awarding authority" shall mean the City Council, City Manager or his or her designee. (c) "Capitalized equipment" shall mean equipment that is reported as an asset on the City's audited financial statements in accordance with generally accepted accounting principles. (d) "Change order" shall mean a change to the scope of work, price, schedule, or some other term of an existing contract that arises out of reasonably unforeseeable circumstances borne out of the original scope of the contract. Changes to the scope of work unrelated to the original contract scope will not be considered change orders and therefore, are subject to any applicable bidding provisions under this Chapter.
(e) "City" shall mean the City of Carson and all affiliated agencies. (f) "City Attorney" shall mean the City Attorney and General Counsel of the affiliated agencies. (g) "City Clerk" shall mean the City Clerk and Board Secretary of the affiliated agencies. (h) "City Council" shall mean the City Council and the Board of Directors of all affiliated agencies.
(i) "City Manager" shall mean the City Manager and Executive Director of the affiliated agencies.
(j) "Contract Officer" shall mean the person responsible for administration of any City contract as identified in each contract.
(k) "Finance Director" shall mean head of the Finance Department and have direct charge of all purchasing responsibilities.
(l) "Goods" shall mean physical items, including, but not limited to, materials, supplies, and equipment, exclusive of real property.
(m) "Inventory" shall mean supplies that may be consumed such as light bulbs, printing paper, writing instruments, and other similar items.
(n) "Local business" shall mean a business that can certify that the business:
(1) Has a headquarters, primary or branch office within the City, which was established prior to the City inviting bids for the respective procurement; and (2) Possesses a current business license and certificate of occupancy. (o) "Maintenance" shall have the meaning ascribed to it in Title 8, California Code of Regulations, Section 16000, including, but not limited to, the routine, recurring and usual work for the preservation, protection and keeping of any publicly owned or publicly operated facility (plant, building, structure, ground facility, utility system or any real property) for its intended purposes in a safe and continually usable condition for which it has been designed, improved, constructed, altered or repaired.
(p) "Professional services" shall mean services that require specialized expertise, training in a professional field, or other high degree of technical or individual developed skills or training.
Professional services include, but are not limited to, services performed by vendors with a State license or certification, including, but not limited to, any architect, landscape architect, engineer, artist, environmental consultant, land surveyor, construction project manager, accountant, appraiser, financial advisor, attorney, physician or other provider of professional services involving a high degree of technical or individual skill. (q) "Public project" shall have the same meaning as that term is defined under California Public Contract Code § 22002.
(r) "Purchase order" shall mean a written or electronic authorization for a particular vendor to provide particular materials, supplies, equipment, maintenance, services and professional services to the City for a particular price and which shall contain terms and conditions of such purchase and shall be in a form approved by the City Attorney. (s) "Purchase" shall mean the initial procurement or lease (not through amendments) of specific materials, supplies, equipment, maintenance, services, professional services or public projects sought by City from a consultant, service provider, vendor or contractor. (t) "Purchasing system" shall mean the purchasing system established by the ordinance codified in this Chapter.
(u) "Services" shall mean services for non-professional functions that are predominantly physical, manual or routine services including, but not limited to, custodial/janitorial services and protective services provided by guards. Services do not include maintenance or public projects as defined herein.
(v) "Surplus property" shall mean personal property belonging to the City that is no longer needed or which has become obsolete or worn out as determined by the relevant City department. "Surplus property" includes capitalized equipment, but does not include inventory. § 2602 Centralized Purchasing.
The purchasing system is intended to be centralized within the Finance Department of the City.
The City Manager may authorize, in writing, any department to purchase specified goods, services, professional services, maintenance and public projects independent of the Purchasing Manager; however, such purchases shall be made in conformity with established procedures and regulations.
§ 2603 City Manager Purchasing and Contract Officer Authority.
The City Manager or designee may approve purchases with an estimated amount per purchase and contractor/vendor of $125,000 or less, and may approve amendments to contracts, in accordance with CMC § 2619(f). The City Manager shall document the approval thresholds for any designees.
The Contract Officer may approve amendments to contracts, including those for procurement of goods, services, professional services, maintenance or public projects, in accordance with CMC § 2619(f).
The City Council shall approve all purchases with an estimated amount per purchase and contractor/vendor greater than $125,000.
§ 2604 Purchasing Manager.
The Finance Director shall serve as the Purchasing Manager or appoint a designee to serve as the Purchasing Manager and to administer the purchasing system. The City Manager shall document the appointment of a designee. The Purchasing Manager’s authority and responsibilities shall be in accordance with the purchasing system, any established administrative rules and procedures, and as established by the City Council and/or the City Manager. § 2605 Encumbrance of Funds.
Except in cases of emergency as defined in CMC § 2618, the Purchasing Manager shall confirm the requested purchase is funded in the City department’s current fiscal year unencumbered appropriation in the adopted budget prior to engaging in the procurement process.
For items not identified in the current fiscal year adopted budget, the requesting City department shall be required to request a budget transfer or receive City Council approval prior to engaging in the procurement process.
§ 2606 Requisitions.
Administrative rules and procedures governing the purchasing system, shall provide procedures that require every department to submit requests and estimates for all purchases and amendments to purchases and contracts to the designated Purchasing Manager in a prescribed requisition process.
§ 2607 Evasion of Provisions of this Chapter Prohibited. (a) Purchases under this Chapter shall not be split into smaller orders or projects, artificially aggregated into larger orders or projects, or willfully mischaracterized or misclassified for purposes of evading the provisions of this Chapter including the bidding requirements hereunder. (b) Before submitting a request for a purchase, the requester shall conduct reasonable due diligence and plan in advance including to estimate the total dollar amount of the proposed purchase, in order to minimize the likelihood that amendments will later be needed to expand the scope, to ensure that multiple contracts are not entered into for the same or similar purchase which shall be prohibited without approval of the Purchasing Manager, and to ensure there will be no splitting of projects resulting in evasion of bidding requirements. The estimate shall include all known and reasonably anticipated costs associated with the purchase and shall be based on the City’s anticipated needs for the same or similar purchase.
Reasonable due diligence shall include, but not limited to, reviewing Citywide purchasing history and considering purchases for the same or similar purchases from the same or similar vendors or contractors and vetting City’s current contracts to ensure separate contracts are not entered into with the same vendor for the same or similar purchases. The requestor shall plan the purchase to minimize the need for subsequent amendments to expand its scope and to avoid entering into multiple contracts or purchase orders for the same or similar purchases when doing so would circumvent the requirements of this Chapter.
(c) The Purchasing Manager shall have the authority to enforce and make determinations under this Section based on Citywide purchasing history.
§ 2608 Purchase Orders and Contracts.
(a) Purchase Orders.
Except as otherwise required herein, every expenditure of public funds from one vendor greater than $25,000 made pursuant to this Chapter, irrespective of the source, shall require a purchase order, where the original template form of the purchase order shall be approved by the City Attorney.
Notwithstanding the foregoing, the Purchasing Manager, in his or her sole discretion, may require the use of a purchase order, regardless of amount. (b) Written Contracts. The following shall govern the use of written contracts:
(1) Goods
(i) A separate written contract shall be required for purchases of goods with an estimated amount greater than $125,000 per purchase and contractor/vendor, in addition to any purchase order required under subsection (a).
(2) Services and Professional Services
(i) A separate written contract shall be required for purchases of services and professional services with an estimated amount greater than $25,000 per purchase and contractor/vendor, in addition to any purchase order required under subsection (a). (3) Public Projects
(i) A separate written contract shall be required for purchases of public projects, as defined in CMC § 2601, with an estimated amount greater than $25,000 per purchase and contractor/vendor, in addition to any purchase order required under subsection (a). (4) Maintenance
(i) A separate written contract shall be required for purchases of maintenance, as defined in CMC § 2601, with an estimated amount greater than $25,000 per purchase and contractor/vendor; provided, however, that all purchases of maintenance over $1,000 require a purchase order which will include all the legally required provisions triggered under state prevailing wage laws, and, to the extent the purchase order does not contain the legally required prevailing wage provisions, a written contract shall be required for purchases of maintenance exceeding $1,000.
All contracts subject to this Chapter shall be in a form approved as to form by the City Attorney.
The Purchasing Manager may waive or require a separate written contract for any purchase subject to this subsection.
§ 2609 Inspections.
The Purchasing Manager, or designee, shall have the authority to inspect goods delivered, or services or professional services rendered, to determine their conformance with the specifications set forth in the original solicitation, written contract or purchase order. § 2610 General Award Standard.
The awarding authority shall award contracts required to be competitively bid to the responsible bidder submitting the lowest responsive bid unless otherwise authorized by the applicable solicitation documents, or applicable law.
The definitions and standards established shall not apply, where applicable, to other competitive procurement methods authorized including requests for proposals, requests for qualifications, and other negotiated procurement methods.
§ 2611 Determination of Lowest, Responsive Bid, and Responsible Bidder.
The awarding authority shall award contracts required to be formally bid (pursuant to CMC § 2616(a) and (b)) to the responsible bidder submitting the lowest responsive bid unless otherwise authorized by this code or applicable law.
(a) “Lowest” bid shall mean the bid offering the lowest total cost to the City. The determination of lowest total cost may include the effect of factors such as trade discounts, delivery costs, and life cycle costs, when they are included in the specifications. (b) “Responsive” means a bid that is complete and conforms in all material respects to the requirements of the bid documents, including specifications, terms, and conditions. A responsive bid may include, without limitation, compliance with all of the following:
(1) Timely submission in the manner prescribed by the solicitation; (2) Timely submission of all required forms and information included in the solicitation; (3) Timely acknowledgment of required addenda;
(c) “Responsible” bidder means bidder who has demonstrated the attribute of trustworthiness, as well as quality, fitness, capacity, and experience to satisfactorily perform the contract. To the extent permitted by law, criteria for determining whether a bidder is responsible include, without limitation, all of the following:
(1) The conformity of the goods, services, maintenance or public project to the required specifications;
(2) The ability, capacity, and skill of the bidder to provide the goods, services, maintenance or public project as required;
(3) The ability of the bidder to provide the required goods, services, maintenance or public project within the time specified;
(4) The character, integrity, reputation, judgment, experience, efficiency, financial resources, and financial responsibility of the bidder;
(5) The ability of the bidder to promptly provide future maintenance, repair, parts, and service after purchase;
(6) The bidder’s prior record of performance on other procurements or projects, including timely completion of performance, quality of products and work provided, and completion of projects within the bid amount submitted and project budget; (7) The bidder’s involvement in prior or current litigation or contract disputes that could impair satisfactory performance of the contract to be awarded; and (8) The bidder’s history of noncompliance with occupational safety and health requirements, labor statutes and regulations, and other local, State, and Federal laws.
The awarding authority shall have the authority to determine whether a bidder is responsible or irresponsible based on the criteria established in this Section and any additional criteria identified in the applicable solicitation documents.
”Determination of Irresponsibility” means if a bidder is rejected because of an adverse determination of that bidder’s capability of performing the contract, a written determination of irresponsibility, setting forth the basis of the finding, shall be prepared by the Contract Officer or designee. The unreasonable failure of a bidder promptly to supply information in connection with an inquiry regarding responsibility may be grounds for a determination of irresponsibility.
Prompt written notice shall be sent to the bidder of the evidence reflecting upon the bidder’s responsibility that has been either received from others or adduced from independent investigation.
The bidder shall be afforded an opportunity to rebut such adverse evidence and to present evidence of qualification. After consideration of the evidence and the rebuttal evidence, the Contract Officer shall make a final determination of the lowest bidder’s responsibility and promptly so notify the bidder in writing. A bidder aggrieved by any such determination may protest as provided in CMC § 2617.The final determination shall be maintained in the procurement file.
§ 2612 Equal Bids.
If prices quoted or received in two (2) or more sealed bids are equally the lowest bid, including application of the local preference pursuant to CMC § 2621, then a bid may be chosen pursuant to any of the following options that is deemed to serve the best interest of the City: select one bid, giving preference to a business located within the City of Carson; or reject all bids and resolicit for bids; or reject all bids and authorize negotiation of an agreement between the City and one of the equivalent bidders; or select one bid, giving preference to the business which is the most experienced; or take any other action that the City Council deems to serve the best interest of the City.
§ 2613 Rejection or Waiver of Bid Requirements.
(a) Rejection or Cancellation of Formal Bids. At any time, the awarding authority may reject any and all bids, cancel any formal solicitation, and resolicit bids when it determines that doing so is in the best interests of the City, subject to applicable law. (b) Waiver of Formal Bid Requirements. The awarding authority may waive or modify requirements of a formal solicitation, including requirements of a request for proposals or request for qualifications and any evaluation criterion, to the extent permitted by applicable law, provided that the waiver or modification does not prejudice other bidders or proposers, materially alter the basis of competition, or compromise fair and open competition. The awarding authority may also waive nonmaterial irregularities or informalities in any bid, proposal, qualification, or formal solicitation procedure, to the extent permitted by applicable law. (c) Limitations. Nothing in this Section shall authorize the waiver of a material bid requirement or any mandatory requirement of this Chapter or applicable law. § 2614 Interpretation of Bid Specifications.
Oral interpretation of written bid specifications shall not be made to prospective bidders. If the prospective bidder discovers discrepancies or omissions in any specification, or if the bidder is in doubt as to the meaning of any specification, the bidder shall request a written interpretation or modification from the City. If interpretations or modifications are deemed necessary, the City will then issue a written addendum to all parties known to have received copies of the specifications.
§ 2615 Informal Bidding Procedures.
(a) Goods and Services:
(1) Purchases of $25,000 or less: For purchases with an estimated amount of $25,000 or less, one (1) or more written price quotations shall be obtained to ensure that price is reasonable and in the best interest of the City. Such purchases shall be documented in accordance with administrative procedures established by the Purchasing Manager. (2) Purchases Greater Than $25,000 up to $125,000: For purchases with an estimated amount greater than $25,000 up to $125,000, at least three (3) written price quotations shall be obtained to ensure that award is made to the lowest responsive and responsible vendors.
(b) Public Projects and Maintenance:
(1) Purchases of $125,000 or less: For purchases with an estimated amount of $125,000 or less, one (1) or more written price quotations shall be obtained to ensure that price is reasonable and in the best interest of the City.
(2) Purchases Greater than $125,000 up to $250,000: For purchases with an estimated amount greater than $125,000 up to $250,000, at least three (3) written price quotations shall be obtained to ensure that award is made to the lowest responsive and responsible vendors.
Awards made pursuant to subsections (a) and (b) of this section shall be made to the lowest responsive and responsible vendors, unless the Purchasing Manager determines that another quotation provides the best value or otherwise meets the needs of the City. (c) Professional Services:
(1) Purchases of $25,000 or less: For purchases with an estimated amount of $25,000 or less, one (1) or more written price quotations shall be obtained to ensure that price is reasonable and in the best interest of the City. Such purchases shall be documented in accordance with administrative procedures established by the Purchasing Manager. (2) Purchases Greater than $25,000 up to $125,000: For purchases with an estimated amount greater than $25,000 up to $125,000, at least three (3) written price quotations shall be solicited to ensure that price is reasonable and in the best interest of the City.
Awards made pursuant to subsection (c) of this section shall consider demonstrated competence, professional qualifications, relevant experience, and the ability to satisfactorily perform the required services, together with a fair and reasonable price.
All purchases made pursuant to this section shall be documented in accordance with administrative procedures established by the Purchasing Manager. The documentation shall include the names of vendors submitting quotations, their respective local addresses and principal places of business, and the date and amount of each quotation, which shall be maintained as a public record.
§ 2616 Formal Bidding Procedures.
(a) Formal Sealed Bidding
(1) Applicability: Formal sealed bidding shall be used for purchases of goods and services with an estimated amount greater than $125,000 per purchase, and purchases of public projects and maintenance with an estimated amount greater than $250,000, unless the Purchasing Manager determines that sealed bidding is inappropriate, infeasible, or contrary to the best interests of the City, or the procurement is for professional services subject to subsection (b). (2) Notice Inviting Bids: Notices inviting sealed bids shall include, at a minimum: (1) a general description of the goods, services, public projects or maintenance to be purchased; (2) the location or electronic platform where bid packets and specifications may be obtained; (3) the time, location, and manner in which bids shall be submitted; and (4) the date and time by which bids must be received by the City and will be recorded. (3) Published Notice: Notices inviting sealed Bids and Requests for Proposals shall be published at least ten (10) days before the bid deadline. Notice shall be published at least once in a newspaper of general circulation, printed and published in the City, and on the City’s official website.
(4) Bidders’ List: If a bidders’ list has been established, the Purchasing Manager shall also solicit sealed bids from prospective vendors or contractors whose names are on the bidders’ list. (5) Bidder’s Security: When deemed necessary by the Purchasing Manager, bidder’s security may be prescribed in the public notices inviting bids. Bidders shall be entitled to return of bid security; provided that a successful bidder shall forfeit its bid security upon refusal or failure to execute the contract within ten (10) days after the notice of award of contract has been issued, unless the City is responsible for the delay. The City Council may, on refusal or failure of the successful bidder to execute the contract, award it to the next lowest, responsive and responsible bidder. If the City Council awards the contract to the next lowest responsible bidder, the amount of the bidder’s security shall be applied by the City to the difference between the successful bid and the next lowest responsive bid, and the surplus, if any, shall be returned to the successful bidder.
(6) Bid Submission and Opening: Sealed bids shall be submitted to the City through the designated procurement platform or in such other manner specified in the invitation to bid. No bid shall be considered if it is not received by the City at or before the time specified in the invitation to bid. Bid’s received through the City’s designated procurement platform shall be electronically recorded by the platform. The amount of each bid, the name of each bidder, and other relevant information shall be maintained as part of the procurement record. (7) No Bids Received: If no bids are received, procurement may proceed without further compliance with competitive bidding requirements.
(8) Bid Acceptance and Evaluation: Bids shall be evaluated on the requirements set forth in the invitation to bid and in this Chapter. Evaluation criteria may include, but not limited to, price, inspection and testing results, quality and workmanship, delivery, terms and schedule, or suitability for a particular purpose. Criteria that will affect the bid price and be considered in evaluation of a bid shall be objectively measurable, if possible, such as discounts, transportation costs, and total or life cycle costs.
(9) Award: Unless the bids are rejected in accordance with CMC § 2613, contracts subject to formal sealed bidding shall be awarded in accordance with CMC §§ 2610 and 2611 and other applicable provisions of this Chapter. Public project awards shall also comply with CMC § 2620.
The purchasing file shall contain a written summary of the basis for the award. (10) Notice of Intent to Award: After the opening of a formal bid, and after the City has identified the awardee(s), a “notice of intent to award” shall be posted on the City’s designated procurement platform. The notice shall identify the intended awardee(s) and the contract to be awarded. All applicable periods for filing a bid protest will begin on the date of the notice. The applicable period for filing a protest under CMC § 2617 shall commence on the date the notice is posted.
(11) Protests: The protest procedures under CMC § 2617 shall apply to procurement conducted pursuant to this subsection.
(b) Formal Competitive Proposals
(1) Applicability: The competitive proposal method may be used when the Purchasing Manager determines that sealed bidding is inappropriate, infeasible or contrary to the best interests of the City, or when procuring professional services. The facts supporting such determination shall be recorded and maintained as a public record.
(2) Request for Proposals and Request for Qualifications: The Purchasing Manager shall issue or approve a request for proposals or request for qualifications describing the qualifications, services, professional services, or products to be procured; the format in which proposals or qualifications shall be submitted; the elements proposals or qualifications shall contain; all significant evaluation criteria; the procedures to be used for evaluation, selection, negotiation, and contract award; and other appropriate requirements. (3) Notice Inviting Proposals: Notices inviting proposals or qualifications shall include, at a minimum: (1) a general description of the goods, services, public project, or maintenance to be purchased; (2) the location or electronic platform where bid packets and specifications may be obtained; (3) the time, location, and manner in which bids shall be submitted; and (4) the date and time by which bids must be received by the City.
(4) Published Notice: Notices inviting sealed Bids shall be published at least ten (10) calendar days before the bid deadline. Notice shall be published at least once in a newspaper of general circulation, printed and published in the City, and on the City’s official website. (5) Proposal Submission and Recording: Proposals or qualifications shall be submitted to the City through the designated procurement platform or in such other manner specified in the request for proposals or request for qualifications. No proposal or qualification shall be considered if it is not received by the City at or before the time specified in the solicitation.
Proposals or qualifications received through the City's designated procurement platform shall be electronically recorded by the platform. The name of each proposer or offeror and such other information as the Purchasing Manager deems appropriate shall be maintained as part of the procurement record.
(6) No Proposals or Qualifications Received. If no proposals are received, procurement may proceed without further compliance with competitive bidding requirements. (7) Evaluation Criteria: Proposals and qualifications shall be evaluated in accordance with the criteria stated in the solicitation. Evaluation criteria may include, but are not limited to:
(1) Professional qualification and competence;
(2) Relevant experience and past performance;
(3) Technical approach and understanding of the project; (4) Ability and capacity to perform the services;
(5) Staffing and project team qualifications;
(6) Schedule and project delivery capability; and
(7) Fair and reasonable cost
(8) Proposal Evaluation and Selection Process. The City may conduct interviews, discussions, or negotiations with one (1) or more proposers as part of the selection process. Selection may be made, without negotiation, solely on the written submittals. If negotiation is elected, the City may negotiate with one (1) or more offerors that the Purchasing Manager determines have a reasonable chance of selection, based on price and other factors stated in the solicitation.
The procurement file shall contain a written summary of the basis on which notice was provided to potential offerors and on which the selection is made. (9) Protests. The protest procedures under CMC § 2617 shall not apply to procurement conducted pursuant to this subsection.
§ 2617 Protest Procedures.
Purchases made pursuant to §2616(a) shall be protested in accordance with this Section. Protests not complying with the provisions of this Section shall not be reviewed. (a) Definitions. For the purposes of this Section:
(1) "Bid" includes "offer" and "proposal" in the context of formal, informal, or negotiated procurements.
(2) "Days" mean business days unless otherwise indicated. (3) "Filing date" or "submission date" means the final date for receipt by the City Clerk or the Purchasing Manager of the City of Carson.
(4) "Interested party"
means an actual bidder or offeror.
(5) "Procurement staff"
means the Finance Director, designated Purchasing Manager, City Engineer, Community Development Director or other department director initiating the procurement being requested, or the designees of any of these persons.
(6) "Reviewing officer" means the City Manager or designee. (7) “Resolution” means the formal withdrawal of a protest by the protestor, or written acknowledgment of protest resolution signed by the City and the protestor. (8) "Mail" means any delivery service such as U.S. mail, UPS or FedEx. (b) Grounds for Protest. Any interested party may file a written protest on any of the following grounds:
(1) The existence of a substantial defect, error or omission in the solicitation documents issued by the City;
(2) Failure of the City to follow the procedures of this Chapter; (3) Failure of the City to apply correctly the standards of review, evaluation, or scoring of a bid or proposal as specified in the solicitation documents therefor; (4) Award of the contract by the City to a bidder other than on the basis stated in the solicitation documents; or
(5) Such other grounds as would state a cause of action at law or in equity. (c) Disallowed Protest Grounds. Protests based on the following grounds shall not be considered:
(1) An evaluator's professional judgment on the quality of a response; or (2) The proposer's assessment of the agency's needs or requirements; or (3) Any grounds other than those listed in subsection (b) of this Section. (d) Protest Filing and Delivery. Pursuant to CMC § 2616(a), a notice of intent to award shall be issued prior to the award of contracts awarded in accordance with CMC § 2616(a). Protests made in accordance with said section shall be processed in accordance herewith. Protestors shall bear all costs of the protest other than salary and personnel costs of City employees. Protests shall be filed with the Purchasing Manager in writing and hand delivered or sent by certified U.S. mail, return receipt requested.
(e) Protest/Appeal Contents. Protest documents shall:
(1) Include the name, address, business telephone, email, and fax number of the protestor; (2) Identify the procurement or project under protest by name, solicitation number, and submission date;
(3) Contain a concise statement of the grounds for protest and the facts supporting such grounds, including all supporting documentation (documentation submitted after filing will not be reviewed); and
(4) State the form of relief requested.
(f) Protest Period. In cases of protests involving aspects of City procurement other than solicitation documents, interested parties shall make such protest within five (5) business days after the notice of intent to award is mailed or otherwise transmitted. (g) Protest Process.
(1) Upon receipt of a timely protest, procurement staff shall review all the submitted materials and create and retain a written record of their review. Not later than ten (10) days after receipt of the protest, procurement staff shall respond in writing to the protest and to each material issue raised in the protest.
(2) In the event of a timely protest, procurement staff shall not proceed with the solicitation or award of the contract until all administrative remedies have been exhausted or unless the City Manager determines that the award of a contract without delay is necessary to protect substantial interests of the City.
(3) Procurement staff may elect, but are not obligated, to attempt to resolve the protest with the affected parties.
(4) If procurement staff attempts resolution, protestors shall be notified in writing of the date on which their matters shall be considered and shall be afforded an opportunity to present evidence for consideration to the City and such technical or other staff as the City deems necessary. (5) Finance Director shall make a formal decision ("protest determination") to deny or uphold the protest and shall notify the protestor of that decision by mail, email or fax. The decision notification shall include a statement that the protestor has the right to appeal the protest determination to the City Council within three (3) business days of the decision notification. (6) The award of contract shall be deferred until completion of the protest procedure provided that if award of the contract is by the City Council, the protest determination may be made by the City Council concurrent with the decision to award the contract. The protestor shall be given at least five (5) days' written notice of the date of the City Council meeting to consider the award and the right to appear and be heard, but no further appeal rights. § 2618 Emergency Purchasing.
Notwithstanding any other provision of this Chapter, the City Manager may make or authorize others to make emergency purchases of goods, services, professional services, maintenance or public projects, when there exists a sudden, unexpected occurrence that poses a clear and imminent danger, requiring immediate action to prevent or mitigate the loss or impairment of life, health, property, or essential public services. Emergency purchases shall be made with such competition as is practicable under the circumstances. A written determination of the basis for the emergency and the selection of the particular contractor shall be included in the contract file.
Emergency procurements shall require approval of the City Manager or his or her designee. In the absence or unavailability of the City Manager or designee, any department head shall have like authority for purchases related to their respective departments.
Within five (5) business days after such emergency purchase, a record of each emergency procurement shall be made setting forth the vendor’s name, the amount and type of the contract, the terms of the contract, and the identification number of the purchasing file. Expenditures made during a locally declared emergency or in an emergency situation must be reported to the City Council at the next regular City Council meeting if approval for such expenditures would otherwise have been subject to the approval of the City Council. § 2619 Exceptions to Formal Bidding Requirements.
Except as otherwise provided by law or as otherwise specified below, the Purchasing Manager may exempt bidding requirements of this Chapter for goods, services, professional services, maintenance or public projects based on the following:
(a) Sole Source Purchasing: One vendor possesses the unique ability or capability to meet the requirements of the solicitation, such as a good or service that is copyrighted, patented or otherwise only available from one license holder, their quality, durability, availability, or fitness for a particular use and are available only from one source. (b) Single Source Purchasing: Purchases are directed to one vendor even though competition exists because of standardization, with a unique or special purpose, intellectual property, including licensing, software licensing renewals, original equipment manufacturers (OEM) and/or authorized distributors, as documented in writing by the Purchasing Manager. (c) Piggyback Purchasing: Without complying with the bidding or proposal procedures in this Chapter, the City may purchase from any vendor who offers the same purchase at the same or better price, terms, and/or conditions as the supplier previously offered to another city or other public agency as the lowest bidder pursuant to the competitive bidding or proposal process required by that city or other public agency and under a contract awarded by another city or public agency through a competitive solicitation process, provided that the Purchasing Manager has reviewed and determines that:
(1) The originating solicitation has been obtained from city or public agency and reviewed for compliance with City standards;
(2) The specifications required by the City are not materially different; (3) The selected contractor or consultant demonstrates competence and professional qualifications;
(4) The originating contract is current or written justification is provided for use of an older solicitation;
(5) The purchase price is at or below what the City would pay under direct solicitation. (d) Cooperative Purchasing: Except for public projects, the City may participate in cooperative purchasing programs, joint powers agreements, or other cooperative purchasing arrangements with federal, state, or local public agencies or purchasing cooperatives even if the contracts and implementing agreements entered into by the participating entity or association under those cooperative purchasing programs were not entered into pursuant to a process that resulted in the contract being awarded to the lowest responsible and responsive bidder under CMC § 2611; provided that for goods or services:
(1) The Purchasing Manager reviews the originating contract or solicitation; (2) The selected bidder was selected in compliance with the competitive bidding or proposal process requirements of any participating entity or association; (3) The selected contractor or consultant meets the City’s standards of competence and qualifications; and
(4) The contract is current or written justification is provided for use of an older solicitation.
The price of the goods, services or maintenance may either be lower or higher than it would be if solicited directly by the City utilizing the lowest responsible and responsive bidder standard under CMC § 2611, as the City Council has made a determination that the benefits to City of utilizing cooperative purchasing outweigh any incremental higher price that may be paid by City in certain instances as a result of not soliciting directly utilizing the lowest responsible and responsive bidder standard under CMC § 2611.
(e) Other Purchases: The City Council has determined that the purchase of the following items shall not require compliance with the bidding provision of this Chapter, so long as funds have been properly appropriated and such purchases conform with all other requirements of this Chapter:
(1) Books, periodicals, records, tapes, and other similar materials. (2) Intellectual property with a unique or special purpose, as documented in writing by the Purchasing Manager.
(3) Items and services acquired with Federal or State loan or grant funds when the terms and conditions of such loan or grant require compliance with procedures that are different from this Chapter; however, where such procedures are less restrictive, this Chapter shall govern to the extent permitted by the terms and conditions of such loan or grant. (4) Insurance, insurance adjusting, legal, and related services. If a new appropriation therefor is required or an existing appropriation is insufficient, the City Manager or Finance Director is authorized to bind coverage or otherwise provide for such services until the required appropriation has been approved.
(5) Express mail through a private carrier.
(6) Services from other governmental agencies that are not covered under a specific interagency agreement.
(7) Advertising and publication for City programs and events. (8) Professional development, training, and continuing education classes for City employees.
(9) Intellectual property use licenses.
(10) City utility bills (e.g., water, electrical, and gas). (11) Postage.
(12) Publication of legal notices required by law.
(13) Food purchased at retail.
(14) Renewal of software licenses already purchased by the City. (15) Commission and committee member stipends.
(16) Travel and conference expenses.
(17) Entertainment services for Special City Events or City-sponsored events (f) Contract Amendments. For amendments to all contracts except public project contracts:
(1) Extensions. For extensions of time only, resolicitation is not required and City Manager may approve amendments for such time extensions, irrespective of whether the contract was originally approved by the City Manager or City Council. (2) City Council Approved Contracts. For all contracts approved by the City Council, the City Council or Contract Officer may approve amendments, subject to the following: the Contract Officer may approve amendments to whatever extent such authority is granted to Contract Officer in the contract; such authority may include authority to approve amendments up to the amounts specified in the contracts so long as the City Council has first approved the additional expenditures. All amendments approved under this subsection will be executed by the Mayor. Any amendment to a contract that exceeds $125,000 requires resolicitation unless (i) the City Council waives the resolicitation requirement following determination that such waiver is in the City's best interest or (ii) the amendment concerns a change order in which event bidding will not be required irrespective of the amount; provided, however, that the City Manager may require resolicitation in his/her sole discretion after consultation with the Contract Officer, even where a proposed amendment concerns a change order.
(3) City Manager Approved Contracts. After the City Manager approves a contract or purchase order under his/her purchasing authority up to $125,000, amendments to contracts or purchase orders may be approved and executed by the City Manager up to an amount that does not exceed $125,000 cumulatively, inclusive of the amount associated with the original contract/purchase order and all amendments in the aggregate. The Contract Officer may approve and execute amendments to whatever extent such authority is granted to Contract Officer in the contract; such authority may include authority to approve amendments up to the amounts specified in the contracts so long as the amount does not exceed $125,000 cumulatively, inclusive of the amount associated with the original contract/purchase order. Any amendments thereafter that result in the total contract or purchase order amount exceeding $125,000 require City Council approval and execution by the Mayor; any single amendment to a contract that exceeds $125,000 requires solicitation unless (i) the City Council waives the solicitation requirement following determination that such waiver is in the City's best interest or (ii) the amendment concerns a change order in which event bidding will not be required irrespective of the amount; provided, however, that the City Manager may require resolicitation in his/her sole discretion after consultation with the Contract Officer, even where a proposed amendment concerns a change order.
The purchasing file shall contain a written summary of all decisions to not resolicit the services. § 2620 Public Projects and Maintenance.
(a) Withdrawal from the Uniform Public Construction Cost Accounting Act (UPCCAA) The City Council elects to withdraw the City from participation in the Uniform Public Construction Cost Accounting Act (UPCCAA), California Public Contract Code § 22000 et seq.
The City Clerk shall transmit a copy of the resolution effecting the City's withdrawal to the California State Controller in accordance with applicable requirements.
Upon the effective date of the City's withdrawal, public-project procurements shall be conducted in accordance with this Section, the City's applicable purchasing procedures, and other applicable law.
(b) Public Project and Maintenance Procurement Thresholds A contract for public project or maintenance shall be solicited as follows, and awarded to the responsible bidder submitting the lowest responsive bid:
(1) Purchases of $125,000 or less shall be subject to the informal solicitation procedures set forth in CMC § 2615(b)(1).
(2) Purchases greater than $125,000 up to $250,000 shall be subject to the informal solicitation procedures set forth in CMC § 2615(b)(2).
(3) Purchases greater than $250,000 shall be subject to the formal solicitation procedures set forth in CMC § 2616.
(c) No Relative Superiority
No relative superiority is permitted in determination of responsibility. In determining the lowest responsive responsible bidder, there is no permissible basis for the awarding authority to apply a concept of relative superiority of the bidders' responsibility. Put another way, if the awarding authority determines there exists five responsible bidders, for example, the award must be made to the bidder submitting the lowest responsive bid, if awarded at all, even if bidder submitting lowest bid is not deemed to be the most responsible from among the five. (d) Plans and Specifications
The City Council shall adopt plans, specifications and working details for all public projects requiring the formal bid procedure.
(e) Standard Specifications for Public Works Construction The City hereby adopts whichever is the
current edition of the Standard Specifications for Public Works Construction (“Greenbook”) for all applicable public projects.
(f) Contractors List
The Purchasing Manager may establish and maintain a list of contractors organized by categories of work to facilitate notice of public project or maintenance solicitations. The list shall be maintained in accordance with administrative procedures established by the Purchasing Manager and any applicable legal requirements.
(g) Proprietary Nature. If the product or service is proprietary in nature, such that it can be obtained only from a certain contractor or contractors, the notice inviting informal bids may be sent exclusively to those contractor(s). The basis for limiting such competition shall be documented in the procurement file.
(h) As-Needed Contracts. Master services agreements and as-needed services agreements for maintenance may be solicited and implemented in accordance with the procedures set forth in § 2616 and administered in accordance with administrative procedures established by the Purchasing Manager and any applicable legal requirements. Such procedures shall identify the operational thresholds, pre-qualification criteria, bidding structures, and reporting requirements for executing individual task orders under these agreements. (i) Design-Build Contracts. The City may procure design-build public project contracts in accordance with the California Public Contract Code, § 22160 et seq., except as provided below:
(1) “Project” means construction, reconstruction, erection, alteration, renovation, improvement, demolition, installation, and repair work involving any publicly owned, leased, or operated facility. “Facility” means any plant, building, structure, ground facility, utility system, real property, streets and highways, or other public work improvement.
(2) There shall be no $1,000,000 or any other monetary threshold necessary in order for City to utilize design-build method of procurement.
(3) The City will not be required to comply with the organizational conflict of interest policy detailed in Public Contract Code § 22162(c).
§ 2621 Local Preference.
(a) Local Preference for Materials, Supplies, and Equipment. Notwithstanding anything in this Chapter to the contrary, except for those contracts funded through programs or partners, including but not limited to Federal or State agencies, which prohibit the use of a local preference, local businesses shall be provided a local preference for all contracts for materials, supplies, or equipment as provided in this Section.
(1) This subsection shall only be applicable to contracts for goods in an amount of $125,000 or less.
(2) Amount of Preference. A local preference of ten (10) percent shall be extended to all bids by a local business for all applicable contracts.
(3) Application of Preference. All bids submitted by a local business that include a certification signed by the bidder that the business meets the definition under CMC § 2601 shall have the bid price reduced by the local preference and the reduced bid amount shall be deemed the amount of the bid.
(4) Substantial Local Work. The local preference awarded shall be applied only if the local business substantially acts as the supplier or dealer, or substantially designs, manufactures or assembles the materials, supplies and/or equipment at a business location in the City. As used in this subsection, “substantially” means not less than two-thirds (2/3) of the work performed under the contract must be performed, respectively, by the local business in the City.
(b) Local Preference for Services. Notwithstanding anything in this Chapter to the contrary, except for those contracts funded through programs or partners, including but not limited to Federal or State agencies, which prohibit the use of a local preference, local businesses shall be provided a local preference for contracts for services provided in this Section. (1) Applicable Contracts. This subsection shall only be applicable to contracts for services in an amount less than $125,000.
(2) Preference. The City shall give a primary preference to local businesses on contracts for services, whenever such businesses have the necessary qualifications, experience and expertise to complete the project(s) being proposed for work, as determined by the City.
When a proposal, bid, or offer submitted by a local business for award is being evaluated, the local business shall be provided a ten (10) percent preference for a local business in the proposal price.
(3) Substantial Local Work. The preference awarded shall only be applied if the services are provided directly by the local business using employees whose exclusive, primary working location is in the City.
(c) Nothing in this Section is intended to require the award of any contract to any particular bidder, offeror, or proposer, regardless if they qualify as a local business. (d) Nothing in this Section is intended to limit the City’s authority to reject any and all bids or proposals.
(e) This Section shall not apply to public projects.
(f) Failure to Maintain Status as Local Business. Without limitation to any other remedies available to the City, if for any reason a contractor that receives a local preference pursuant to this Section fails to maintain its status as a local business for more than sixty (60) days during the entire term of its related contract with the City, the City shall be entitled to withhold or recover funds from the contractor in an amount that represents the value of the bid. § 2622 Disposition of Surplus Property.
All City departments shall submit to the Purchasing Manager, reports showing all surplus property which is no longer needed or which has become obsolete or worn out.
The Purchasing Manager may dispose of surplus property by the following methods:
(a) Competitive Bidding. If the Purchasing Manager elects to dispose of surplus property by competitive bidding, the following procedures shall be used:
(1) If the disposition of such surplus property includes capitalized equipment, then approval of the City Council shall also be required prior to disposition of such capitalized equipment.
(2)Surplus property shall be sold to the highest bidder submitting a sealed bid in response to a notice of sale by sealed bid.
(3) The Purchasing Manager shall publish a notice at least three (3) days before the sale, in a locally adjudicated newspaper, a general description of the surplus property to be sold; and the date, time and location for submittal of sealed bids, which date shall not be less than five (5) calendar days following the last date of publication of the notice; the location where the property may be inspected; any special terms or conditions of sale; and the place, date and time when the bids will be opened and tabulated. (4) The Purchasing Manager shall accept the highest bid or may reject all bids, and at a later date hold another public sale by competitive bidding. (b) Auction. If the Purchasing Manager elects to dispose of surplus property by auction, the following procedures shall be used:
(1) If the auction of such surplus property includes capitalized equipment, then the Purchasing Manager shall seek the approval of the City Council prior to initiating disposition by auction.
(2) Surplus property shall be sold to the highest bidder at a public auction conducted by a licensed auctioneer or through participation in a cooperative auction of government agencies. The Purchasing Manager may contract with a professional auctioneer and allow a flat fee, hourly fee or percentage of the amount of the sale to be paid based upon that which is common and customary method and rate for such auctioneering services. (3) The Purchasing Manager shall publish a notice at least three (3) days before the sale, in a locally adjudicated newspaper, a general description of the surplus personal property to be sold, and the date, time and location of the auction. If the auction is part of a cooperative auction, the notice given by or on behalf of the agency coordinating the auction will satisfy the requirements of this subsection and no additional notice is required.
(4) The surplus property shall be sold to the highest bidder, provided the bid exceeds the minimum bid price, if any.
(5) All surplus property shall be sold “as-is” without warranty express or implied. (c) Other Methods of Disposition. The Purchasing Manager, when in his or her judgment that the competitive bid or auction of surplus property is infeasible, has not resulted in sale of such surplus property, or will result in minimal return to the City, may dispose of such surplus property by:
(1) Donation to any other governmental organization, nonprofit group or corporation exempt from Federal taxes pursuant to Internal Revenue Code Section 501(c)(3) located within or serving the City of Carson. Surplus property shall only be donated upon approval of the City Council; or
(2) Sending to a recycling or waste disposal facility.
(3) However, to the extent that the disposition of such surplus property includes capitalized equipment, then approval of the City Council shall also be required prior to disposition of such capitalized equipment.
The Purchasing Manager shall keep a written record of surplus property sold or donated pursuant to this Chapter. If the property was sold, the record shall include the price or other consideration paid and the identity of the purchaser. If the property was donated, the record shall include the identity of the donee.
Unless otherwise provided, all proceeds from sale or auction of surplus property will be deposited into the City’s general fund. Proceeds from sale of enterprise, Federal, grant or other special designation property will be reimbursed, less prorated selling expenses to the appropriate fund, after completion of each sale.
§ 2623 Employee Conflict of Interest Prohibited.
It shall be unethical for any City employee or City official to participate directly or indirectly in a procurement contract when the City employee or official knows that:
(a) The City employee or official, or any member of the City employee's or official's immediate family has a financial interest pertaining to the procurement contract; or (b) Any other person, business, or organization with whom the City employee or official, or any member of the City employee's or official's immediate family is negotiating or has an arrangement concerning prospective employment is involved in the procurement contract.
No City employee or City official may purchase any surplus property from the City. § 2624 Services Performed by City Employees.
Nothing in this Chapter shall preclude the City from utilizing its employees for performing work or services.”
SECTION 4. SEVERABILITY. If any section, subsection, sentence, clause, phrase, or portion of this Ordinance, or the application thereof to any person or circumstances, is, for any reason, held invalid or unconstitutional by any court of competent jurisdiction, such invalidity or unconstitutionality shall not affect any other provision or application, and to this end the provisions of this ordinance are declared to be severable. The City Council hereby declares that it would have adopted this ordinance and each section, subsection, sentence, clause, phrase, part or portion thereof, irrespective of the fact that any one or more sections, subsections, sentences, clauses, phrases, parts or portions thereof be declared invalid or unconstitutional.
SECTION 5. E F F E C T I V E D A T E . This Ordinance shall be in full force and effect thirty (30) days after its second reading and adoption.
SECTION 6. C E R T I F I C A T I O N . The City Clerk shall certify to the adoption of this Ordinance, and shall cause the same to be posted in the manner required by law. [SIGNATURES ON FOLLOWING PAGE]
PASSED, APPROVED and ADOPTED at a regular meeting of the City Council on this day of _________________, 2026.
____________________________________
Lula Davis-Holmes, Mayor
ATTEST:
________________________________
Dr. Khaleah R. Bradshaw, City Clerk
APPROVED AS TO FORM:
________________________________
Sunny K. Soltani, City Attorney
CITY OF CARSON 701 East Carson Street
Report to Honorable Mayor and City Council
Tuesday, October 20, 2026, 5:00 PM
DISCUSSION 28.
To: Honorable Mayor and City Council
From: Dr. Arlington Rodgers, Director of Public Works PW Engineering Subject: CONSIDER AWARD OF A CONSTRUCTION CONTRACT TO EARTHSCAPES LANDSCAPES, INC., IN THE AMOUNT OF $9,300,648, PLUS A 15% CONSTRUCTION CONTINGENCY OF $1,395,097.20, FOR A TOTAL NOT-TO-EXCEED AMOUNT OF $10,695,745.20, FOR THE MEDIAN STREETSCAPE IMPROVEMENT PROJECT (PROJECT NO. 1801) ALONG PORTIONS OF AVALON BOULEVARD AND CARSON STREET, AND ADOPTION OF RESOLUTION NO. 26-125 TO AMEND THE FISCAL YEAR 2026-27 BUDGET TO APPROPRIATE AN ADDITIONAL $3,995,745.20 FROM THE GENERAL FUND BALANCE TO FULLY FUND PROJECT
CONSTRUCTION (CITY COUNCIL)
I. SUMMARY
The Median Streetscape Improvement Project (Project No. 1801) is included in the City of Carson's adopted Capital Improvement Program (CIP) and is intended to improve the appearance, condition, and long-term maintenance of landscaped street medians along several major roadways. The project includes new landscaping, upgraded irrigation systems, landscape lighting, and concrete improvements to enhance the City's streetscape and maintain public infrastructure. Improvements are planned along three roadway segments: Avalon Boulevard between State Route 91 (SR-91) and Del Amo Boulevard; Avalon Boulevard between Interstate 405 (I-405) and 220th Street; and Carson Street between Grace Avenue and I-405.
To select a qualified construction contractor, the City advertised Invitation for Bids (IFB) No. 26-12 through a newspaper of local circulation and the City's PlanetBids online bidding system. Five bids were received and publicly opened at the City Clerk's Office on July 7, 2026. Marina Landscape, Inc. initially submitted the lowest bid but subsequently requested to withdraw it. Following a review of the remaining bids, Public Works staff determined that Earthscapes Landscapes, Inc. submitted the lowest responsive and responsible bid in the amount of $9,300,648. This means the company submitted the lowest remaining bid that met the City's bidding requirements and demonstrated the qualifications necessary to complete the work.
Based on the competitive bidding results and the contractor's qualifications, staff recommends that the City Council award a construction contract to Earthscapes Landscapes, Inc. in an amount not to exceed $9,300,648 (Exhibit No. 4). Staff also recommends approving a 15% construction contingency of $1,395,097.20 to address unforeseen site conditions, necessary adjustments, or additional work that may arise during construction. If approved, the total authorized construction amount, including the contingency, would be $10,695,745.20. Approval of these actions, together with the necessary funding appropriation, would allow the City to proceed with the planned median improvements and continue its investment in maintaining and enhancing Carson's major roadways.
II. RECOMMENDATION
TAKE the following actions:
1. AWARD a construction contract to the lowest responsive and responsible bidder, Earthscapes Landscapes, Inc., for Project No. 1801, Median Streetscape Improvements, in an amount not to exceed $9,300,648; and,
2. AUTHORIZE a 15% construction contingency in the amount of $1,395,097.20 to address unforeseen site conditions, necessary changes, and additional work required to complete the project, for a total construction authorization not to exceed $10,695,745.20; and,
3. WAIVE further reading and ADOPT Resolution No. 26-125, “A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CARSON, CALIFORNIA, AMENDING THE FISCAL YEAR 2026-27 BUDGET IN THE
GENERAL FUND, SPECIAL REVENUE FUNDS, ENTERPRISE FUNDS, AND THE CAPITAL IMPROVEMENT PROGRAM (CIP) FUND,” authorizing an additional appropriation of $3,995,745.20 from the General Fund balance to fully fund the construction contract and contingency; and,
4. AUTHORIZE the Mayor to execute the construction contract with Earthscapes Landscapes, Inc., following approval as to form by the City Attorney.
III. ALTERNATIVES
1. DO NOT AWARD the proposed construction contract to Earthscapes Landscapes, Inc., for Project No. 1801, Median Streetscape Improvements.
2. TAKE any other action the City Council deems appropriate, consistent with applicable law.
IV. BACKGROUND
The City of Carson's Median Streetscape Improvement Project (Project No. 1801) is included in the City's adopted Capital Improvement Program (CIP), which provides funding for improvements to public streets, parks, facilities, and other infrastructure. The project is intended to improve the appearance, condition, and long-term maintenance of landscaped street medians throughout the City. Medians are the landscaped or paved areas that separate opposing lanes of traffic and contribute to the overall appearance of major roadways.
The proposed improvements include installing new trees, shrubs, groundcover, and other landscaping; replacing or upgrading irrigation systems to provide more efficient and reliable watering; installing landscape and median lighting to improve visibility and enhance the appearance of the streetscape; and constructing or repairing concrete curbs, paved areas, and other related improvements. Together, these improvements are intended to create more attractive and consistent streetscapes, improve the condition of aging infrastructure, and support the City's ongoing efforts to maintain and enhance its major roadways.
To prepare the project for construction, the City retained Breen Design Group to develop the engineering plans, construction specifications, and cost estimates. These documents identify the proposed improvements, establish construction requirements, and provide contractors with the information needed to prepare competitive bids.
Following completion of the design, the City advertised Invitation for Bids (IFB) No. 26-12 through its established competitive bidding process, including publication in a newspaper of local circulation and posting on the City's PlanetBids online procurement system. The bidding process provided qualified contractors with an opportunity to review the proposed work and submit bids for completing the project. Five bids were received and publicly opened at the City Clerk's Office on July 7, 2026.
# Bidder Total Bid Amount
1. Marina Landscape, Inc. (Withdrawn) $5,945,520.00
2. Earthscapes $9,300,648.00
3. Urban Habitat $9,874,446.00
4. Martinez Landscape Co., Inc. $9,921,440.00
# Bidder Total Bid Amount
5. SGD Enterprises $10,698,275.00
Marina Landscape, Inc. submitted the apparent lowest bid in the amount of $5,945,520. However, following the bid opening, the contractor submitted a written request dated July 7, 2026, seeking to withdraw its bid (Exhibit No. 3).
City staff reviewed the request in accordance with applicable purchasing requirements and procedures. Following that review, Marina Landscape, Inc.'s bid was withdrawn from consideration and was not included in the final evaluation for contract award. Public Works Engineering staff subsequently reviewed the remaining bids to identify the lowest responsive and responsible bidder. This review included confirming that each contractor submitted the required bid documents, held the appropriate California contractor's license, demonstrated relevant construction experience, and satisfied applicable bonding, insurance, and other bidding requirements. A responsive bid is one that meets the City's stated bidding requirements, while a responsible bidder is a contractor that demonstrates the qualifications, experience, and ability to successfully complete the work.
Based on this review, staff determined that Earthscapes Landscapes, Inc. submitted the lowest responsive and responsible bid in the amount of $9,300,648. The contractor met the City's bidding requirements and demonstrated the necessary licensing, experience, qualifications, bonding, and insurance to perform the proposed improvements. Accordingly, staff determined that Earthscapes Landscapes, Inc. is qualified to complete the project in accordance with the approved construction plans and specifications.
Staff recommends that the City Council award a construction contract to Earthscapes Landscapes, Inc. in an amount not to exceed $9,300,648. Staff also recommends establishing a 15% construction contingency of $1,395,097.20, bringing the total proposed construction authorization to $10,695,745.20. A construction contingency is funding set aside to address unexpected conditions or necessary changes that may arise during construction, such as unforeseen underground utilities, additional repairs, adjustments to construction quantities, or minor design modifications. The contingency would be used only when necessary and for work directly related to completing the approved project. Establishing this funding in advance would help staff address unforeseen construction issues while reducing the potential for project delays.
If approved, the Public Works Department would coordinate with Earthscapes Landscapes, Inc. to finalize the construction contract and establish a schedule for beginning the work. Construction activities would begin following execution of the agreement and issuance of a Notice to Proceed, which is the City's formal authorization for the contractor to start construction. The project schedule would be coordinated with the contractor and may be adjusted to account for weather conditions, material availability, unforeseen site conditions, and other constructionrelated factors. Staff would oversee construction activities to monitor progress, manage costs, and verify that completed improvements meet the City's approved plans and construction standards. The City Council initially allocated $5,544,000 for the project during its February 17, 2026, Mid-Year Budget Meeting. An additional $1,156,000 was approved as part of the adopted Fiscal Year 2026-27 Budget, bringing the total available project funding to $6,700,000. The construction bids received exceeded the original project budget. The recommended construction contract with Earthscapes Landscapes, Inc. totals $9,300,648, with an additional proposed 15% contingency of $1,395,097.20. This results in a total proposed construction authorization of $10,695,745.20, which exceeds the currently available project funding by $3,995,745.20. Additional funding would therefore be required to fully fund the proposed construction contract and contingency.
Staff recommends that the City Council consider awarding the construction contract to Earthscapes Landscapes, Inc., together with the proposed construction contingency, subject to the City securing the necessary funding authorization. The proposed improvements would address aging landscaped medians, improve the appearance and condition of major City roadways, and support the long-term maintenance of Carson's public infrastructure.
Approval of the recommended actions, together with sufficient project funding, would allow the City to move forward with construction and continue its investment in improving the City's streetscape.
V. FISCAL IMPACT
If the City Council approves the construction contract with Earthscapes Landscapes, Inc., an additional appropriation of $3,995,745.20 will be necessary to fully fund the contract and proposed 15% construction contingency. To address this funding shortfall, staff recommends that the City Council adopt Resolution No. 26- 125, authorizing the allocation of $3,995,745.20 from the City's General Fund balance to the project's capital improvement account (Account No. 101-99-999-904-8012, Project No. PW1801). The General Fund balance represents accumulated City funds available for future needs, subject to applicable financial policies and restrictions. This appropriation would increase the project's total available funding to $10,695,745.20, providing sufficient funding for the proposed construction contract and contingency. The additional funding would come from existing City reserves rather than new taxes or outside borrowing and would reduce the General Fund balance by the amount appropriated.
VI. EXHIBITS
1. Construction Plans
2. Bid Results
3. Bid Withdrawal Letter from Marina Landscape, Inc., dated July 7, 2026
4. Construction Contract
5. Resolution 26-125
Attachments
1. Construction Plans
2. Bid Results
3. Bid Withdrawal Letter from Marina Landscape, Inc., dated July 7, 2026
4. Earthscapes Public Works Agreement
5. Resolution 26-125
Know what'sbelow.
Call before you dig.
CITY OF CARSON
250317 of 37
LANDSCAPE IMPROVEMENT PLANS:
PH: 310 464 8404
3825 DEL AMO BOULEVARD
TORRANCE, CA 90503
WWW.BREENDESIGN.COM
RIVERSIDE, CA 92504
WWW.CWDG.COM
PH: 951 369 0700
7111 INDIANA AVE, SUITE 300 CARSON STREET MEDIAN AND
AVALON STREET MEDIAN
SEAL:
N.T.S.
REFERENCE INFORMATION MAY BE PRESENTED VIA LINE COLOR AND STYLE OR LINEWEIGHT SIZE AND STYLE. CWDG IS NOT RESPONSIBLE FOR PLANS REPRODUCED BY OTHERS OR PLANS PRINTED IN BLACK & WHITE OR MONOCHROME.
STATEMENT OF COMPLIANCE
I HAVE COMPLIED WITH THE CRITERIA OF THE WATER EFFICIENT LANDSCAPE
ORDINANCE AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN.
SCOTT J. RICE, LICENSED LANDSCAPE ARCHITECT NO. 5111 DATE 6/30/26
VICINITY MAP: KEY PLAN: SHEET INDEX:
SCOPE OF WORK: · DEMOLITION AND REMOVAL OF EXISTING PLANTING AND IRRIGATION WITHIN CENTER MEDIANS ALONG AVALON BLVD. · INSTALLATION OF NEW IRRIGATION SYSTEM TIED INTO EXISTING MAINLINE UTILIZING EXISTING POINTS OF CONNECTIONS. · INSTALLATION OF NEW LANDSCAPE AND CONCRETE MAINTENANCE BANDS.
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LI-N
LI-0
LI-1 - LI-14
LI-15 - LI-16
LI-17
LP-1 - LP-14
LP-15 - LP-16
LP-17
LANDSCAPE IMPROVEMENT PLANS FOR:
CITY OF CARSON
TOTAL LANDSCAPE AREA:
208,000 S.F.
CARSON STREET (BETWEEN GRACE AVE. AND I-405 S.) AND AVALON BOULEVARD (BETWEEN E. 220TH ST. & I-405 S., AND E. DEL AMO BLVD. & E. ALBERTONI ST.) MEDIANS LANDSCAPE ARCHITECT:
COMMUNITY WORKS DESIGN GROUP
7111 INDIANA AVENUE, SUITE 300
RIVERSIDE, CA 92504
PHONE: (951) 369-0700
CONTACT: DAN BURKHART, ASLA
CIVIL & ELECTRICAL ENGINEER (PRIMARY):
BREEN DESIGN GROUP
3825 DEL AMO BOULEVARD
TORRANCE, CA 90503
PHONE: (310) 464-8404
CONTACT: DES MAHONY
OWNER:
CITY OF CARSON
701 CARSON ST B24
CARSON, CA 90745
PHONE: (310) 830-7600
CONTACT: IAN HOLST
PROJECT NOTES:
1. THE LANDSCAPE ARCHITECT SHALL NOT HAVE CONTROL, CHARGE OF, OR CAN BE HELD RESPONSIBLE FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, OR SAFETY PROCEDURES SINCE THESE ARE SOLELY THE CONTRACTORS RIGHTS AND RESPONSIBILITIES UNDER THE CONTRACT DOCUMENTS.
2. THE CONTRACTOR WHO BIDS ON THIS PROJECT IS CERTIFYING THAT THEY HAVE THE REQUIRED EXPERIENCE AND ARE THOROUGHLY KNOWLEDGEABLE WITH THE MANAGEMENT AND METHODS OF CONSTRUCTION REQUIRED TO MEET THE SCOPE OF WORK. ANY FAILURE TO MEET THIS STANDARD SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO CORRECT, INCLUDING ANY COST FOR ADDITIONAL MANAGEMENT, DESIGN, AND OR OVERSITE AS REQUIRED BY THE OWNER AND OR GOVERNING BODY.
3. PERCEIVED ERRORS OR OMISSIONS, WHICH MAY OCCUR IN THE CONTRACT DOCUMENTS, SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER/ PROFESSIONAL OF THE RECORD IN WRITING DURING THE BIDDING PROCESS FOR CORRECTION AND FULL TRANSPARENCY OF ALL BIDDERS.
4. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR THE RESULT OF ANY PERCEIVED DISCREPANCIES, ERRORS, AND OR OMISSIONS FOR WHICH THE CONTRACTOR FAILED TO NOTIFY THE PROFESSIONAL OF RECORD PRIOR TO PURCHASE, FABRICATION, CONSTRUCTION, AND OR INSTALLATION OF THE WORK.
5. THIS PROJECT SHALL COMPLY WITH THE 2022 CALIFORNIA BUILDING CODE, WHICH ADOPTS THE 2021 IBC, 2018 UMC, 2018 UPC AND THE 2017 NEC.
6. THIS PROJECT SHALL COMPLY WITH THE 2022 CALIFORNIA ELECTRICAL CODE, 2022 CALIFORNIA MECHANICAL CODE, 2022 CALIFORNIA PLUMBING CODE, 2022 CALIFORNIA ENERGY CODE, 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE, AND CITY OF CARSON MUNICIPAL CODE.
7. QUANTITIES LISTED FOR CONVENIENCE ONLY. CONTRACTOR TO VERIFY PRIOR TO BID NORTH
CARSON STREET
TITLE SHEET
IRRIGATION NOTES
IRRIGATION SCHEDULES
IRRIGATION PLAN
IRRIGATION DETAILS
IRRIGATION SPECIFICATIONS
PLANTING PLAN
PLANTING DETAILS
PLANTING SPECIFICATIONS AVALON BOULEVARD
CARSON ST
220TH ST
E DEL AMO BLVD
E ALBERTONI ST
91 FWY GARDENA
405 FWY SAN DIEGOAVALON BLVD E UNIVERSITY DR 110 FWY
405 FWY SAN DIEGO
DOMINGUEZ CHANNEL
E DEL AMO BLVD
PROJECT SITE
PROJECT SITE
LX-10
LX-9
LX-8
LX-7
LX-6
LX-5
LX-4
LX-3
LX-2
LX-1
LX-12 LX-14
N.T.S. LX-13
NORTH
LX-11
· CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (800) 422-4133 BEFORE START OF CONSTRUCTION (2 WORKING DAYS OR 48 HOURS) · CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING EXISTING LOCATION OF UTILITIES AS NECESSARY TO IDENTIFY LOCATION, DEPTHS, CROSSING · CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL PLAN AND A REQUIRED EQUIPMENT AND PERSONNEL FOR LANE CLOSURES, TRAFFIC CONTROL, AND PUBLIC SAFETY. THE CITY SHALL REVIEW AND APPROVE PLAN PRIOR TO START OF WORK. · CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING A CONSTRUCTION YARD. · CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND IDENTIFYING ALL EXISTING IRRIGATION COMPONENTS, INCLUDING POTHOLING AND DOCUMENTING EXISTING AND AS-BUILT CONDITIONS.
1 T-1
1 1 ADDENDUM 1
CITY OF CARSON
250317 of 37
LANDSCAPE IMPROVEMENT PLANS:
PH: 310 464 8404
3825 DEL AMO BOULEVARD
TORRANCE, CA 90503
WWW.BREENDESIGN.COM
RIVERSIDE, CA 92504
WWW.CWDG.COM
PH: 951 369 0700
7111 INDIANA AVE, SUITE 300 CARSON STREET MEDIAN AND
AVALON STREET MEDIAN
SEAL:
GENERAL IRRIGATION NOTES
1. THE FOLLOWING PLANS, NOTES, AND DETAILS ARE PRESENTED IN A DIAGRAMMATIC METHOD TO CONVEY SYSTEM COMPONENTS, EQUIPMENT, AND LAYOUT. ITEMS MAY BE SHOWN IN AREAS WHERE NO IRRIGATION EQUIPMENT SHALL BE PLACED TO ONLY COMMUNICATE OVERALL DESIGN INTENT FOR CLARITY. THE CONTRACTOR SHALL NOT INSTALL ITEMS OFF PROPERTY, IN ROADWAYS, WALKS, OR BUILDINGS- IN ALL CASES ALL EQUIPMENT SHALL BE IN LANDSCAPE AREAS ONLY.
2. ANY CONFLICTS WITH SITE FEATURES OR CONDITIONS, NOT KNOWN TO THE DESIGN TEAM AT THE TIME OF PLAN DEVELOPMENT SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT IMMEDIATELY AND PRIOR TO BIDDING. THE CONTRACTOR SHALL INCLUDE IN THEIR BID AN ALLOWANCE FOR MINOR ADJUSTMENTS OF LOCATIONS, SPACING, AND ADDITIONAL HEADS OR DRIP MATERIAL FOR PROVIDING FULL COVERAGE TO ALL PLANTED MATERIAL.
3. THE FOLLOWING DRAWINGS SHOW TYPICAL REPRESENTATIONS OF THE OVERALL SYSTEM AND THE REQUIRED INFORMATION FOR OVERALL HYDRAULIC DESIGN. THEY DO NOT ILLUSTRATE EVERY POSSIBLE CONDITION, APPLICATION, AND OR SITE CONSTRAINT. IT IS THE CONTRACTORS RESPONSIBILITY AS THE SUBJECT MATER EXPERT TO
SUPPLY THE APPROPRIATE MEANS AND METHODS INCLUDING ALL REQUIRED ACCESSORIES, MATERIALS, AND EQUIPMENT TO FURNISH A FULLY FUNCTIONING IRRIGATION SYSTEM.
4. THE CONTRACTORS BID SHALL INCLUDE ALL ITEMS REQUIRED TO CONSTRUCT AND INSTALL A FULLY FUNCTIONAL SYSTEM TO MEET THE DEMANDS OF THE PLANTING PLANS. THE CONTRACTOR SHALL ASK, PURPOSE, OR VERIFY ANY DESIGN CLARIFICATIONS DURING THE BIDDING PROCESS AS PART OF THEIR DUE DILIGENCE. FAILURE TO
DO SO SHALL MAKE THE CONTRACTOR SOLELY RESPONSIBLE FOR ANY ADDITIONAL TIME, COSTS, OR WORK REQUIRED TO COMPLETE THE PROJECT WITH ALL REQUIRED ITEMS FOR A FULLY FUNCTIONAL AUTOMATIC IRRIGATION SYSTEM.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REQUIRED PERMITS, ENCROACHMENT REQUIREMENTS, INSPECTIONS, AND ANY OTHER ITEMS REQUIRED TO DO THE WORK SUCH AS TRAFFIC CONTROL, DUST CONTROL, OR SITE SAFETY AND SECURITY ITEMS.
6. MAINLINE FEEDER FROM POINT OF CONNECTION TO BACKFLOW PREVENTER SHALL BE PER LOCAL PURVEYOR OR CODE REQUIREMENTS WHICHEVER IS MORE STRINGENT.
7. THE FINAL LOCATION OF ALL MAJOR IRRIGATION EQUIPMENT SHALL BE APPROVED AND ADJUSTED AS NECESSARY PER SITE CONDITIONS PRIOR TO INSTALLATION. THE
CONTRACTOR SHALL REQUEST INSPECTION/ FIELD REVIEW AND HAVE WRITTEN APPROVAL FROM THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OR BE SOLELY RESPONSIBLE FOR ANY ADJUSTMENTS AS REQUIRED LATER.
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL SLEEVE INSTALLATIONS AS SHOWN PER PLAN AND ANY ADDITIONAL REQUIREMENTS BASED OF SITE CONSTRAINTS WITH OTHER TRADES PRIOR TO INSTALLATION OF HARDSCAPE, PAVING, WALLS OR FOUNDATIONS.
9. THE CONTRACTOR SHALL COORDINATE ALL REQUIRED INSPECTIONS PER THE SPECIFICATIONS AND ANY REQUIRED BY THE GOVERNING BODY, NO WORK SHALL BE COVERED OR CLOSED PRIOR TO INSPECTION AND APPROVAL. FAILURE TO HAVE THE WORK INSPECTED SHALL RESULT IN THE CONTRACTOR BEING REQUIRED TO EXPOSE AND MAKE AVAILABLE THE WORK FOR INSPECTION AT THEIR OWN COST.
10. THE IRRIGATION SYSTEM HAS BEEN DESIGNED PER SUPPLIED STATIC WATER PRESSURE BY OTHERS, THE CONTRACTOR SHALL VERIFY SITE WATER PRESSURE PRIOR TO START OF WORK AND FORWARD ANY FINDINGS IN WRITING TO THE LANDSCAPE ARCHITECT. FAILURE TO DO SO WILL RESULT IN ANY CORRECTIONS, ADJUSTMENTS, AND OR ADDITIONAL EQUIPMENT REQUIREMENTS TO BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION FOR POWER SUPPLY AND ANY REQUIRED FIELD CONNECTIONS TO ALL CONTROLLERS, PUMPS, FERTIGATION SYSTEMS AS REQUIRED BY THE PLANS.
12. COORDINATE MAINLINE AND LATERAL PIPING WITH TREE AND PLANTING LOCATIONS TO SEPARATE AND REMOVE ANY CONFLICTS.
13. THE CONTRACTOR SHALL TEST THE STATIC PSI AT EACH VALVE AND ADJUST VALVE MOUNTED PRESSURE REGULATORS AS NEEDED FOR OPTIMAL PERFORMANCE.
14. NO LOW HEAD DRAINAGE, SURFACE POOLING OF WATER, OVERSPRAY ON HARDSCAPE, STRUCTURES, OR EQUIPMENT WILL BE ALLOWED. CONTRACTOR TO INCLUDE IN THEIR BID FOR ANY ADDITIONAL CHECK VALVES OR EQUIPMENT REQUIRED TO MEET THE REQUIREMENT.
15. CONTRACTOR REQUIRED TO SUPPLY ALL EQUIPMENT FOR TESTING, AND CONTRACT/SUPPLY 3RD PARTY WATER AUDITS AS REQUIRED BY LOCAL REGULATIONS AND CODES.
16. THE CONTRACTOR SHALL FOLLOW AND UNDERSTAND ALL THE REQUIREMENTS OF THE SPECIFICATIONS PRIOR TO THE START OF CONSTRUCTION.
17. THE CONTRACTOR SHALL PROVIDE ADDITIONAL IRRIGATION TO EXISTING PLANT MATERIAL DURING THE COURSE OF CONSTRUCTION. ANY LOSSES INCURRED WILL BE THE SOLE RESPONSIBILITY FOR THE CONTRACTOR TO REPLACE AT HIS OWN COST.
18. SPRAYS SHALL BE ON 12" POP-UPS FOR SHRUB AREAS. SPRAY HEADS MAY BE USED FOR PLANT MATERIAL LESES THAN 12" HIGH TO PREVENT PLANTS FROM OBSTRUCTING THE SPRAY. SPACE SPRAY HEADS MAX--10' APART FOR SHRUBS AND GROUNDCOVERS.
19. VALVE BOXES SHALL BE NO MORE THAN 3" ABOVE FG IN SHRUB AREAS AND 1" IN TURF.
20. BEFORE CITY LANDSCAPE INSPECTION, A CERTIFIED IRRIGATION AUDITOR SHALL PROVIDE AN IRRIGATION AUDIT REPORT. THE REPORT SHALL INCLUDE: START TIMES, PROGRAMS, AND RUN TIMES. SCHEDULE SHALL CONSIDER APPLICATION RATE, SOIL TYPE, PLANT FACTORS, SLOPE, AND EXPOSURE.
20.1. CONTROLLER PROGRAMMING TO ON-SITE WEATHER SENSOR OR CIMIS STATION
20.2. CONTROLLER PROGRAMMING TO FLOW SENSOR AND MASTER VALVE, OR LEARNED RUN TIMES
20.3. VERIFICATION OF EFFICIENT WATER USE WITH NO RUNOFF OR OVERSPRAY BY TESTING MIN 15% OF THE SITE
20.4. VERIFICATION OF THE REDUCED SIZE IRRIGATION PLAN, LAMINATED WITH LAYOUT CHART INDICATING VALVE NUMBER, AN COLOR-CODED AREA OF SYSTEM LIMITS AND IRRIGATION RN SCHEDULE.
DRIP IRRIGATION NOTES
1. ALL AREAS TO RECEIVE DRIP IRRIGATION SHALL BE AMENDED, GRADED, AND READY FOR PLANTING PRIOR TO INSTALLATION.
2. ALL DEBRIS, ROCKS, OR SHARP ITEMS SHALL BE REMOVED IF THEY CAN CAUSE DAMAGE TO THE DRIP EQUIPMENT SUCH AS PUNCTURES, CUTS, OR GAUGING PRIOR TO INSTALLATION.
3. REFER TO DETAILS FOR TYPICAL LAYOUTS, HEADER LOCATIONS, AND CONNECTION POINTS AS WELL AS FLUSH VALVE AND AIR RELIEF VALVE LOCATIONS WHICH MAY NOT BE SHOWN PER PLAN DUE TO GRAPHICAL ISSUES. ALL VALVES SHALL INCLUDE FLUSHING AND AIR RELIEF AS REQUIRED BY THE MANUFACTURER.
4. ALL DRIP LINES SHALL BE SLEEVED IN SCH 40 PIPE FOR ANY CROSSINGS UNDER HARDSCAPE.
5. ALL DRIP LINES BE SECURELY STAKED PER DETAILS WITH ADDITIONAL LINE TO ALLOW FOR EXPANSION AND CONTRACTION.
6. ALL DRIP LINES TO BE CLEANLY CUT AT 90-DEGREE INTERVALS, NO SOLVENTS OR OTHER LIQUIDS SHALL BE USED WHICH MAY DEGRADE THE TUBING OUR JAGGED/ROUGH CUTS WILL BE ALLOWED.
7. INSTALL AIR/VACUUM RELIEF VALVES AT THE HIGHEST POINT OF THE HYDROZONE.
8. INSTALL MANUAL FLUSH VALVE AT THE FARTHEST END OF EACH HYDROZONE.
9. FLUSH ALL LINES, AND SYSTEM FULLY PRIOR TO CAPING ALL ENDS TO REMOVE ANY INSTALLATION DEBRIS OR SEDIMENT.
10. CONTRACTOR SHALL UP SIZE VALVE BOXES AS NEEDED FOR LARGER DRIP VALVE FILTERS TO ENSURE ACCESS FOR MAINTENANCE OF FILTERS.
ALL DRIP LINE SHALL BE OUTSIDE OF TREE TRUNK FLARE 8' SQUARE OR DIAMETER.IRRIGATION RN SCHEDULE.
PROJECT NOTES:
1. THE LANDSCAPE ARCHITECT SHALL NOT HAVE CONTROL, CHARGE OF, OR CAN BE HELD RESPONSIBLE FOR THE CONSTRUCTION MEANS, METHODS,
TECHNIQUES, SEQUENCES, OR SAFETY PROCEDURES SINCE THESE ARE SOLELY THE CONTRACTORS RIGHTS AND RESPONSIBILITIES UNDER THE CONTRACT DOCUMENTS.
2. SEE AS-BUILT PLANS FROM GRUEN ASSOCIATES & TATSUMI AND PARTNERS, INC. FOR REFERENCE OF EXISTING CONDITIONS & LOCATIONS OF LANDSCAPE SYSTEM.
3. THE CONTRACTOR WHO BIDS ON THIS PROJECT IS CERTIFYING THAT THEY HAVE THE REQUIRED EXPERIENCE AND ARE THOROUGHLY KNOWLEDGEABLE WITH THE MANAGEMENT AND METHODS OF CONSTRUCTION REQUIRED TO MEET THE SCOPE OF WORK. ANY FAILURE TO MEET THIS STANDARD SHALL BE
THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO CORRECT, INCLUDING ANY COST FOR ADDITIONAL MANAGEMENT, DESIGN, AND OR OVERSITE AS REQUIRED BY THE OWNER AND OR GOVERNING BODY.
4. PERCEIVED ERRORS OR OMISSIONS, WHICH MAY OCCUR IN THE CONTRACT DOCUMENTS, SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER/ PROFESSIONAL OF THE RECORD IN WRITING DURING THE BIDDING PROCESS FOR CORRECTION AND FULL TRANSPARENCY OF ALL BIDDERS.
5. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR THE RESULT OF ANY PERCEIVED DISCREPANCIES, ERRORS, AND OR OMISSIONS FOR WHICH THE
CONTRACTOR FAILED TO NOTIFY THE PROFESSIONAL OF RECORD PRIOR TO PURCHASE, FABRICATION, CONSTRUCTION, AND OR INSTALLATION OF THE WORK.
6. THIS PROJECT SHALL COMPLY WITH THE 2022 CALIFORNIA BUILDING CODE, WHICH ADOPTS THE 2021 IBC, 2018 UMC, 2018 UPC AND THE 2017 NEC.
7. QUANTITIES LISTED FOR CONVENIENCE ONLY. CONTRACTOR TO VERIFY PRIOR TO BID - CONTRACTOR TO SUBMIT TRAFFIC CONTROL PLAN FOR CITY'S REVIEW AND APPROVAL PRIOR TO COMMENCEMENT OF WORK IN THE PUBLIC R.O.W. - CONTRACTOR TO COORDINATE UTILITY LOCATIONS WITH UTILITY COMPANIES PRIOR TO EXCAVATION.
Know what'sbelow.
Call before you dig.
R METER SIZE
WATER TYPE
STATIC PRESSURE
PEAK DEMAND
SOURCE AT
DATE INFO OBTAINED
P.O.C. INFORMATION #4
3"
NON POTABLE
80-85 PSI -- CALWATER
3/16/26
WATER TYPE
STATIC PRESSURE
PEAK DEMAND
SOURCE AT
DATE INFO OBTAINED 3/16/26
CALWATER
- 80-85 PSI
NON POTABLE
CONNECTION TO EXISITING IRRIGATION MAINLINE
P.O.C. INFORMATION #1
WATER TYPE
STATIC PRESSURE
PEAK DEMAND
SOURCE AT
DATE INFO OBTAINED 3/16/26
CALWATER
- 80-85 PSI
NON POTABLE
CONNECTION TO EXISITING IRRIGATION MAINLINE
P.O.C. INFORMATION #2
WATER TYPE
STATIC PRESSURE
PEAK DEMAND
SOURCE AT
DATE INFO OBTAINED 3/16/26
CALWATER
- 80-85 PSI
NON POTABLE
CONNECTION TO EXISITING IRRIGATION MAINLINE
P.O.C. INFORMATION #3
METER SIZE
WATER TYPE
STATIC PRESSURE
PEAK DEMAND
SOURCE AT
DATE INFO OBTAINED
P.O.C. INFORMATION #5
2"
NON POTABLE
80-85 PSI -- CALWATER
3/16/26
METER SIZE
WATER TYPE
STATIC PRESSURE
PEAK DEMAND
SOURCE AT
DATE INFO OBTAINED
P.O.C. INFORMATION #6
2"
NON POTABLE
80-85 PSI -- CALWATER
3/16/26
METER SIZE
WATER TYPE
STATIC PRESSURE
PEAK DEMAND
SOURCE AT
DATE INFO OBTAINED
P.O.C. INFORMATION #7
2"
NON POTABLE
80-85 PSI -- CALWATER
3/16/26
STATEMENT OF COMPLIANCE
I HAVE COMPLIED WITH THE CRITERIA OF THE WATER EFFICIENT LANDSCAPE
ORDINANCE AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN.
SCOTT J. RICE, LICENSED LANDSCAPE ARCHITECT NO. 5111 DATE 6/2/26
2 LI-N
DEMOLITION NOTES
1. THE CONTRACTOR SHALL DEMOLISH, RELOCATE AND REMOVE ALL SITE ELEMENTS,
FEATURES AND DEBRIS AS NECESSARY TO ACHIEVE THE WORK SHOWN AND SPECIFIED, EXCEPT WHERE ITEMS ARE INDICATED TO BE PROTECTED IN PLACE.
1. CONTRACTOR TO DOCUMENT THE SITE PRIOR TO START FOR VERIFICATION OF
EXISTING CONDITIONS AND ANY PREVIOUS DAMAGE, FAILURE TO DO SO SHALL
CAUSE ANY DAMAGE FOUND AFTER START OF CONSTRUCTION TO BE THE CONTRACTORS SOLE RESPONSIBILITY.
2. CONTRACTOR SHALL INCLUDE POTHOLE, LOCATING, AND TESTING OF ALL ONSITE UTILITIES AS PART OF BID. CONTRACTOR TO ADD LOCATIONS TO DEMO PLAN AS AN AS-BUILT.
3. ALL ITEMS SHALL BE MARKED BY THE CONTRACTOR AND APPROVED PRIOR TO REMOVAL BY THE OWNERS REPRESENTATIVE.
4. ANY SPECIALIZED PERMITTING, HAZARDOUS MITIGATION, OR OTHER
ENVIRONMENTAL REQUIREMENTS SHALL BE THE CONTRACTORS SOLE RESPONSIBILITY AS PART OF THE PROJECTS SCOPE.
5. CONTRACTOR TO REPORT THE FINDING OF ANY HAZARDOUS MATERIALS TO THE OWNER'S REPRESENTATIVE IMMEDIATELY.
6. CONTRACTOR TO REVIEW AND UNDERSTAND ANY REQUIREMENTS FOR THE
IDENTIFICATION, PRESERVATION AND OR PROTECTIONS OF CULTURAL OR HISTORIC ARTIFACTS PER THE PROJECT DOCUMENTS.
7. THE CONTRACTOR SHALL BECOME THE SITE AUTHORITY AND EXPERT ON ACTUAL
SITE CONDITIONS AND SHALL BRING ANY ITEMS THAT REPRESENT A DEPARTURE OR
SIGNIFICANT CHANGE FROM WHAT WAS PREVIOUSLY DOCUMENTED TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE IMMEDIATELY.
8. CONTRACTOR IS SOLELY RESPONSIBLE FOR SITE SECURITY AND PROTECTION ONCE MOBILIZATION IS INITIATED.
9. CONTRACTOR TO ACCOMMODATE AND FACILITATE CONTINUAL OCCUPANCY OF
ADJACENT PROPERTIES AND SAFETY OF THE PUBLIC IN AND AROUND THE PROJECT AREA. THIS INCLUDES PUBLIC ACCESS WAYS INCLUDING PEDESTRIAN AND
VEHICULAR, IN ADDITION TO PROTECTING THE SURROUNDING AREAS FROM DAMAGE OR DEBRIS FROM CONSTRUCTION OPERATIONS.
10. CAP AND ABANDON UNUSED SERVICE LINES PER LOCAL UTILITIES SPECIFICATIONS OR PERMIT REQUIREMENTS. CONTRACTOR TO DOCUMENT AND SUBMIT FINAL
LOCATIONS TO OWNER REPRESENTATIVE IN THE FORM OF PICTURES AND AN AS-BUILT PLAN FOR FUTURE REFERENCE.
11. MEANS AND METHODS TO LOCATE, EXPOSE AND IDENTIFY EXISTING ITEMS ARE THE CONTRACTOR'S SOLE RESPONSIBILITY.
12. ANY MATERIAL REQUIRED FOR REMOVAL THAT IS FOUND TO BE BEDROCK, BOULDERS OVER 2 TONS, OR OTHER SOIL MATERIAL REQUIRING SPECIALIZED
EQUIPMENT SHALL FIRST BE CLEARLY IDENTIFIED IN TERMS OF EXTENT, REMOVAL
PROCESS, AND ANY COST IMPACTS PRIOR TO REMOVAL FOR APPROVAL BY THE
OWNERS REPRESENTATIVE WHEN ABOVE TYPICAL EXPECTATIONS OR AS NOTED PER PLANS.
13. ALL VOIDS/HOLES/DEPRESSIONS LEFT FROM DEMOLITION WORK MUST BE FILLED
AND COMPACTED PER SOILS REPORT FINDINGS WITH MATCHING MATERIAL TO ADJACENT UNDISTURBED AREAS.
14. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR AND/OR REPLACEMENT OF
ANY EXISTING SITE ELEMENTS SPECIFIED TO REMAIN THAT ARE DAMAGED DURING DEMOLITION AND CONSTRUCTION OPERATIONS.
a. ANY DAMAGE THAT CAN NOT BE REPAIRED TO ORIGINAL CONDITION WILL
REQUIRE TOTAL REPLACEMENT BY THE CONTRACTOR TO CURRENT STANDARDS AT NO COST TO THE OWNER.
b. ANY DAMAGED ITEMS WILL BE REPAIRED OR REPLACED WITHIN 2 WEEKS OF INITIAL OBSERVATION.
13. CONCRETE AND OTHER MATERIALS TO BE DEMOLISHED WITHIN THE SCOPE OF THIS
PROJECT SHALL BE RECYCLED PER CURRENT STATE OF CALIFORNIA INTEGRATED WASTE MANAGEMENT BOARD (CIWMB) GUIDELINES. CONTRACTOR SHALL PROVIDE EVIDENCE OF RECYCLING AND SALVAGING A MINIMUM OF 65% OF
NON-HAZARDOUS CONSTRUCTION AND DEMOLITION WASTE GENERATED FROM THIS PROJECT TO THE OWNERS REPRESENTATIVE.
14. A ROOT PROTECTION ZONE(RPZ) SHALL BE DEFINED AND IMPLEMENTED PER ISA ANSI A300 (PART-5 MANAGEMENT) STANDARDS AND MAINTAINED THROUGH OUT
CONSTRUCTION, INCLUDING ALL BMP'S SUCH AS BARRIERS, MULCHING,TEMPORARY
WATERING SYSTEMS, AND ONGOING DOCUMENTED HEALTH CHECKS BY AN ISA CERTIFIED ARBORIST. IF ANY EXISTING TREES OR PLANT MATERIAL ARE NOTED TO BE PROTECTED IN PLACE.
a. PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL SUBMIT EXISTING
TREE PROTECTION PLAN BY AN ISA CERTIFIED ARBORIST FOR APPROVAL BY THE CITY'S REPRESENTATIVE.
b. INSTALLATION OF ANY REQUIRED PROTECTION MEASURES.
c. NO GRADING, ROOT PRUNING, STAGING OR VEHICULAR ACTIVITIES ARE TO TAKE PLACE WITHIN CRITICAL ROOT ZONE PROTECTION AREAS.
d. CONTRACTOR SHALL PROVIDE ALL CARE AND NECESSARY WATERING MEASURES TO ALL PROTECTED TREES THRU THE ENTIRE CONSTRUCTION PROCESS. e. CONTRACTOR RESPONSIBLE FOR THE LOSS AND REPLACEMENT OF ANY TREES
IDENTIFIED FOR PROTECTION THAT UNDERGO DEMISE FROM ORIGINAL HEALTH OR ARE PERMANENTLY DAMAGED DURING CONSTRUCTION.
ALL EXISTING TREES, PLANTS, AND IRRIGATION VALVES, LATERALS AND HEADS LOCATED
WITHIN THE IMPROVEMENT AREAS INDICATED ON THE PLANS SHALL BE REMOVED AND DISPOSED OF OFFSITE IN A LEGAL MANNER. REFER TO DEMOLITION TABLE BELOW FOR GENERAL QUANTITIES OF ITEMS TO BE REMOVED. EXISTING UTILITIES, SIGNAGE, HARDSCAPE ELEMENTS TO REMAIN AND BE PROTECTED IN PLACE. EXISTING BOULDERS TO BE TURNED OVER TO THE CITY FOR REUSE.
ITEM: QTY:
TREES 115
PLANTING (INCLUDES PLANTER AREAS AND TURF AREAS) 194,602 CLEAR AND GRUB TO A DEPTH OF 3" 194,602
UNIT:
EA
SF
SF
SYMBOL MANUFACTURER/MODEL ARC PSI GPM RADIUS DETAIL
TREE BUBBLER ASSEMBLY:
• RAINBIRD 1401 BUBBLER ON 1804-SAM-NP POP UP HEAD
• INSTALL TWO PER TREE FOR .5 GPM PER TREE
30 0.5 3'
SYMBOL MANUFACTURER/MODEL/DESCRIPTION PSI DETAIL
NEW 1.5" DRIP CONTROL ZONE ASSEMBLY:
• RAIN BIRD MODEL# XCZ-150-LCS
• INSTALL IN PURPLE JUMBO VALVE BOX.
NEW 1" DRIP CONTROL ZONE ASSEMBLY:
• RAIN BIRD MODEL# XCZ-100-IVMQ
• INSTALL IN PURPLE JUMBO VALVE BOX.
DRIP OPERATION INDICATOR
• HUNTER ECO-ID-12
• INSTALL IN DRIP AREA WITHIN LINE OF SITE OF VALVE
AREA TO RECEIVE DRIPLINE
RAIN BIRD XFS-CVPS-06-12
• INSTALL XFS SERIES DRIPLINE WITH BUILT IN CHECK VALVES. • 0.6 GPH EMITTERS SPACED AT 18"O.C.
• 18" ROW SPACING AND BURIED AT 3" MIN.
• INSTALL RAIN BIRD TDS-050 GALVANIZED TUBING STAPLES EVERY 3' O.C. 30 SYMBOL MANUFACTURER/MODEL/DESCRIPTION DETAIL
RAIN BIRD PEB-IVM SMART REMOTE CONTROL VALVE
• SIZE PER PLAN
• WITH PRS-DIAL PRESSURE REGULATOR
• INSTALL IN PURPLE VALVE BOX
• WITH FACTORY INSTALLED IVM-SOL
NEW QUICK COUPLER: NELSON 7645
• PROVIDE CLIENT WITH TWO (2) QUICK COUPLER KEYS
• LOCKING PURPLE LID
• INSTALL IN PURPLE ROUND VALVE BOX
NEW GATE VALVE:NIBCO P-619
• BRONZE GATE VALVE. LINE SIZE
• INSTALL IN PURPLE VALVE BOX
MAINLINE AIR RELIEF VALVE
• NETAFIM 65ARIB1 1” COMBINATION AIR/VACUUM RELIEF VALVE • INSTALL IN PURPLE VALVE BOX
CALSENSE CONTROLLER
TO REPLACE EXISTING CONTROLLER; WHERE IT OCCURS, EXISTING VALVES SERVING AREAS OUTSIDE OF MEDIANS TO BE RENUMBERED TO NEW CONTROLLER.
CONTROLLER MODEL PER CALSENSE MEMOS, SEE SHEET LI-1
CALSENSE CONTROLLER
TO REPLACE EXISTING CONTROLLER; WHERE IT OCCURS, EXISTING VALVES SERVING AREAS OUTSIDE OF MEDIANS TO BE RENUMBERED TO NEW CONTROLLER.
CONTROLLER MODEL PER CALSENSE MEMOS, SEE SHEET LI-3
CALSENSE CONTROLLER
TO REPLACE EXISTING CONTROLLER; WHERE IT OCCURS, EXISTING VALVES SERVING AREAS OUTSIDE OF MEDIANS TO BE RENUMBERED TO NEW CONTROLLER.
CONTROLLER MODEL PER CALSENSE MEMOS, SEE SHEET LI-3
CALSENSE CONTROLLER
TO REPLACE EXISTING CONTROLLER; WHERE IT OCCURS, EXISTING VALVES SERVING AREAS OUTSIDE OF MEDIANS TO BE RENUMBERED TO NEW CONTROLLER.
CONTROLLER MODEL PER CALSENSE MEMOS, SEE SHEET LI-5
CALSENSE CONTROLLER
TO REPLACE EXISTING CONTROLLER; WHERE IT OCCURS, EXISTING VALVES SERVING AREAS OUTSIDE OF MEDIANS TO BE RENUMBERED TO NEW CONTROLLER.
CONTROLLER MODEL PER CALSENSE MEMOS, SEE SHEET LI-7
CALSENSE CONTROLLER
TO REPLACE EXISTING CONTROLLER; WHERE IT OCCURS, EXISTING VALVES SERVING AREAS OUTSIDE OF MEDIANS TO BE RENUMBERED TO NEW CONTROLLER.
CONTROLLER MODEL PER CALSENSE MEMOS, SEE SHEET LI-10
POINT OF CONNECTION 2 1/2"
POINT OF CONNECTION TO EXISTING IRRIGATION MAINLINE
• VERIFY STATIC WATER PRESSURE AND REPORT WATER PRESSURE TO COMMUNITY
WORKS DESIGN GROUP BEFORE START OF WORK
• SIZES PER AS-BUILTS
POINT OF CONNECTION 2"
POINT OF CONNECTION TO EXISTING BACKFLOW
• VERIFY STATIC WATER PRESSURE AND REPORT WATER PRESSURE TO COMMUNITY
WORKS DESIGN GROUP BEFORE START OF WORK
• SIZES PER AS-BUILTS
POINT OF CONNECTION 2"
POINT OF CONNECTION TO EXISTING BACKFLOW
• VERIFY STATIC WATER PRESSURE AND REPORT WATER PRESSURE TO COMMUNITY
WORKS DESIGN GROUP BEFORE START OF WORK
• SIZES PER AS-BUILTS
POINT OF CONNECTION 3"
POINT OF CONNECTION TO EXISTING RECLAIMED IRRIGATION MAINLINE • VERIFY STATIC WATER PRESSURE AND REPORT WATER PRESSURE TO COMMUNITY
WORKS DESIGN GROUP BEFORE START OF WORK
• SIZES PER AS-BUILTS
POINT OF CONNECTION 4"
POINT OF CONNECTION TO EXISTING RECLAIMED IRRIGATION MAINLINE • VERIFY STATIC WATER PRESSURE AND REPORT WATER PRESSURE TO COMMUNITY
WORKS DESIGN GROUP BEFORE START OF WORK
• SIZES PER AS-BUILTS
IRRIGATION LATERAL LINE: NEW NON-PRESSURE LATERAL LINE. • SCHEDULE 40 PVC PIPE
IRRIGATION MAINLINE: EXISTING IRRIGATION MAINLINE:
· REPAIR AS NEEDED
PIPE SLEEVE: SCH 40 PVC IRRIGATION PIPE / WIRE SLEEVE
· 24" MINIMUM COVER
T
A
A
B
C
D
E
F
#1
#2
#3
#5
#4
Valve Number
Valve Flow
Valve Size
Valve Callout
#
#" #
AVALON BLVD. IRRIGATION SCHEDULE
P.O.C. NUMBER: 03
Water Source Information: POINT OF CONNECTION TO EXISTING
BACKFLOW
• VERIFY STATIC WATER PRESSURE AND REPORT WATER PRESSURE TO
COMMUNITY WORKS DESIGN GROUP BEFORE START OF WORK
FLOW AVAILABLE
Point of Connection Size: 2"
Flow Available 77.18 GPM
PRESSURE AVAILABLE
Static Pressure at POC: 84 PSI
Pressure Available: 84 PSI
DESIGN ANALYSIS
Maximum Station Flow: 15.82 GPM
Flow Available at POC: 77.18 GPM
Residual Flow Available: 61.36 GPM
Critical Station: C1
Design Pressure: 30 PSI
Friction Loss: 6.78 PSI
Fittings Loss: 0.68 PSI
Elevation Loss: 0 PSI
Loss through Valve: 5 PSI
Pressure Req. at Critical Station: 52.5 PSI
Loss for Fittings: 0.01 PSI
Loss for Main Line: 0.13 PSI
Loss for POC to Valve Elevation: 0 PSI
Loss for Backflow: 0 PSI
Loss for Master Valve: 0.45 PSI
Critical Station Pressure at POC: 53.1 PSI
Pressure Available: 84 PSI
Residual Pressure Available: 30.9 PSI
P.O.C. NUMBER: 04
Water Source Information: POINT OF CONNECTION TO EXISTING
RECLAIMED IRRIGATION MAINLINE
• VERIFY STATIC WATER PRESSURE AND REPORT WATER PRESSURE TO
COMMUNITY WORKS DESIGN GROUP BEFORE START OF WORK
FLOW AVAILABLE
Point of Connection Size: 4"
Flow Available 264.6 GPM
PRESSURE AVAILABLE
Static Pressure at POC: 84 PSI
Pressure Available: 84 PSI
DESIGN ANALYSIS
Maximum Station Flow: 32.93 GPM
Flow Available at POC: 264.6 GPM
Residual Flow Available: 231.67 GPM
Critical Station: E1
Design Pressure: 30 PSI
Friction Loss: 0.74 PSI
Fittings Loss: 0.07 PSI
Elevation Loss: 0 PSI
Loss through Valve: 25 PSI
Pressure Req. at Critical Station: 65.8 PSI
Loss for Fittings: 1.52 PSI
Loss for Main Line: 15.2 PSI
Loss for POC to Valve Elevation: 0 PSI
Loss for Backflow: 0 PSI
Critical Station Pressure at POC: 82.6 PSI
Pressure Available: 84 PSI
Residual Pressure Available: 1.45 PSI
P.O.C. NUMBER: 05
Water Source Information: POINT OF CONNECTION TO EXISTING
RECLAIMED IRRIGATION MAINLINE
• VERIFY STATIC WATER PRESSURE AND REPORT WATER PRESSURE TO
COMMUNITY WORKS DESIGN GROUP BEFORE START OF WORK
FLOW AVAILABLE
Point of Connection Size: 3"
Flow Available 159.76 GPM
PRESSURE AVAILABLE
Static Pressure at POC: 84 PSI
Pressure Available: 84 PSI
DESIGN ANALYSIS
Maximum Station Flow: 30.76 GPM
Flow Available at POC: 159.76 GPM
Residual Flow Available: 129.0 GPM
Critical Station: F9
Design Pressure: 30 PSI
Friction Loss: 3.57 PSI
Fittings Loss: 0.36 PSI
Elevation Loss: 0 PSI
Loss through Valve: 5 PSI
Pressure Req. at Critical Station: 48.9 PSI
Loss for Fittings: 0.24 PSI
Loss for Main Line: 2.37 PSI
Loss for POC to Valve Elevation: 0 PSI
Loss for Backflow: 0 PSI
Critical Station Pressure at POC: 51.5 PSI
Pressure Available: 84 PSI
Residual Pressure Available: 32.5 PSI
P.O.C. NUMBER: 06
Water Source Information: POINT OF CONNECTION TO EXISTING
IRRIGATION MAINLINE
• VERIFY STATIC WATER PRESSURE AND REPORT WATER PRESSURE TO
COMMUNITY WORKS DESIGN GROUP BEFORE START OF WORK
FLOW AVAILABLE
Point of Connection Size: 3"
Flow Available 159.76 GPM
PRESSURE AVAILABLE
Static Pressure at POC: 84 PSI
Pressure Available: 84 PSI
DESIGN ANALYSIS
Maximum Station Flow: 12.38 GPM
Flow Available at POC: 159.76 GPM
Residual Flow Available: 147.38 GPM
Critical Station: G4
Design Pressure: 30 PSI
Friction Loss: 0.29 PSI
Fittings Loss: 0.03 PSI
Elevation Loss: 0 PSI
Loss through Valve: 15.4 PSI
Pressure Req. at Critical Station: 45.7 PSI
Loss for Fittings: 0.18 PSI
Loss for Main Line: 1.76 PSI
Loss for POC to Valve Elevation: 0 PSI
Loss for Backflow: 0 PSI
Critical Station Pressure at POC: 47.6 PSI
Pressure Available: 84 PSI
Residual Pressure Available: 36.4 PSI
P.O.C. NUMBER: 07
Water Source Information: POINT OF CONNECTION TO EXISTING
IRRIGATION MAINLINE
• VERIFY STATIC WATER PRESSURE AND REPORT WATER PRESSURE TO
COMMUNITY WORKS DESIGN GROUP BEFORE START OF WORK
FLOW AVAILABLE
Point of Connection Size: 3"
Flow Available 159.76 GPM
PRESSURE AVAILABLE
Static Pressure at POC: 84 PSI
Pressure Available: 84 PSI
DESIGN ANALYSIS
Maximum Station Flow: 16.32 GPM
Flow Available at POC: 159.76 GPM
Residual Flow Available: 143.44 GPM
Critical Station: H1
Design Pressure: 30 PSI
Friction Loss: 0.13 PSI
Fittings Loss: 0.01 PSI
Elevation Loss: 0 PSI
Loss through Valve: 10.4 PSI
Pressure Req. at Critical Station: 40.5 PSI
Loss for Fittings: 0.03 PSI
Loss for Main Line: 0.31 PSI
Loss for POC to Valve Elevation: 0 PSI
Loss for Backflow: 0 PSI
Critical Station Pressure at POC: 40.8 PSI
Pressure Available: 84 PSI
Residual Pressure Available: 43.2 PSI
CRITICAL ANALYSIS
SYMBOL MANUFACTURER/MODEL ARC PSI GPM RADIUS DETAIL
TREE BUBBLER ASSEMBLY:
• RAINBIRD 1401 BUBBLER ON 1804-SAM-NP POP UP HEAD
• INSTALL TWO PER TREE FOR .5 GPM PER TREE
30 0.5 3'
SYMBOL MANUFACTURER/MODEL/DESCRIPTION PSI DETAIL
NEW 1.5" DRIP CONTROL ZONE ASSEMBLY:
• RAIN BIRD MODEL# XCZ-150-LCS
• INSTALL IN PURPLE JUMBO VALVE BOX.
NEW 1" DRIP CONTROL ZONE ASSEMBLY:
• RAIN BIRD MODEL# XCZ-100-IVMQ
• INSTALL IN PURPLE JUMBO VALVE BOX.
DRIP OPERATION INDICATOR
• HUNTER ECO-ID-12
• INSTALL IN DRIP AREA WITHIN LINE OF SITE OF VALVE
AREA TO RECEIVE DRIPLINE
RAIN BIRD XFS-CVPS-06-12
• INSTALL XFS SERIES DRIPLINE WITH BUILT IN CHECK VALVES. • 0.6 GPH EMITTERS SPACED AT 18"O.C.
• 18" ROW SPACING AND BURIED AT 3" MIN.
• INSTALL RAIN BIRD TDS-050 GALVANIZED TUBING STAPLES EVERY 3' O.C. 30 SYMBOL MANUFACTURER/MODEL/DESCRIPTION DETAIL
RAIN BIRD PEB-IVM SMART REMOTE CONTROL VALVE
• SIZE PER PLAN
• WITH PRS-DIAL PRESSURE REGULATOR
• INSTALL IN PURPLE VALVE BOX
• WITH FACTORY INSTALLED IVM-SOL
NEW QUICK COUPLER: NELSON 7645
• PROVIDE CLIENT WITH TWO (2) QUICK COUPLER KEYS
• LOCKING PURPLE LID
• INSTALL IN PURPLE ROUND VALVE BOX
NEW GATE VALVE:NIBCO P-619
• BRONZE GATE VALVE. LINE SIZE
• INSTALL IN PURPLE VALVE BOX
MAINLINE AIR RELIEF VALVE
• NETAFIM 65ARIB1 1” COMBINATION AIR/VACUUM RELIEF VALVE • INSTALL IN PURPLE VALVE BOX
CALSENSE CONTROLLER
TO REPLACE EXISTING CONTROLLER; WHERE IT OCCURS, EXISTING VALVES SERVING AREAS OUTSIDE OF MEDIANS TO BE RENUMBERED TO NEW CONTROLLER.
CONTROLLER MODEL PER CALSENSE MEMOS, SEE SHEET LI-12
CALSENSE CONTROLLER
TO REPLACE EXISTING CONTROLLER; WHERE IT OCCURS, EXISTING VALVES SERVING AREAS OUTSIDE OF MEDIANS TO BE RENUMBERED TO NEW CONTROLLER.
CONTROLLER MODEL PER CALSENSE MEMOS, SEE SHEET LI-13
POINT OF CONNECTION 3"
POINT OF CONNECTION TO EXISTING IRRIGATION MAINLINE
• VERIFY STATIC WATER PRESSURE AND REPORT WATER PRESSURE TO COMMUNITY
WORKS DESIGN GROUP BEFORE START OF WORK
• SIZES PER AS-BUILTS
POINT OF CONNECTION 3"
POINT OF CONNECTION TO EXISTING IRRIGATION MAINLINE
• VERIFY STATIC WATER PRESSURE AND REPORT WATER PRESSURE TO COMMUNITY
WORKS DESIGN GROUP BEFORE START OF WORK
• SIZES PER AS-BUILTS
IRRIGATION LATERAL LINE: NEW NON-PRESSURE LATERAL LINE. • SCHEDULE 40 PVC PIPE
IRRIGATION MAINLINE: EXISTING IRRIGATION MAINLINE: · REPAIR AS NEEDED PIPE SLEEVE: SCH 40 PVC IRRIGATION PIPE / WIRE SLEEVE
· 24" MINIMUM COVER
T
A
G
H
#6
#7
CARSON ST. IRRIGATION SCHEDULE
AREA OF EXISTING IRRIGATION TO BE PROTECTED IN PLACE AND TIED INTO NEW SYSTEM. EXISTING VALVES SERVICING AREAS TO BE PROTECTED IN PLACE AND RE-NUMBERED TO NEW CALSENSE CONTROLLER. CONTRACTOR TO KEEP
OPERATIONAL THROUGHOUT CONSTRUCTION
'A', LI-16
'C', LI-15
'C', LI-16
'B'-'G', LI-16
'H', LI-16
SIZE NOTES
'B', LI-15
'A', LI-15
'I', LI-16
'G', LI-15
'E', LI-15
-
'F', LI-15
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
1"
1"
-
-
PER
PLAN
'A', LI-16
'C', LI-15
'C', LI-16
'B'-'G', LI-16
'H', LI-16
'B', LI-15
'A', LI-15
'I', LI-16
'G', LI-15
-
-
1"
-
-
1"
'E', LI-15
-
'F', LI-15
-
-
PER
PLAN
-
-
-
-
SIZE NOTES
LINE
SIZE
LINE
SIZE
LIGHTING LEGEND
SYMBOL NAME
BLUE ATLAS PALM IN-GROUND LIGHTING PER ELECTRICAL ENGINEER'S PLAN (SEPARATE FROM THIS PLAN); SEE SHEET T-1 FOR ENGINEER'S CONTACT INFORMATION
DATE PALM AND PINDO PALM TREE RING LIGHTING PER ELECTRICAL ENGINEER'S PLAN (SEPARATE FROM THIS PLAN); SEE SHEET T-1 FOR ENGINEER'S CONTACT INFORMATION DATE PALMS: TREE RING LIGHTING TO BE INSTALLED AT 14' TRUNK HEIGHT PINDO PALMS: TREE RING LIGHTING TO BE INSTALLED AT 8' TRUNK HEIGHT
SEE SHEET
LI-1
SEE SHEET
LI-3
SEE SHEET
LI-3
SEE SHEET
LI-5
SEE SHEET
LI-7
SEE SHEET
LI-10
SEE SHEET
LI-12
SEE SHEET
LI-13
Generated: 2025-05-29 07:04
P.O.C. NUMBER: 01
Water Source Information: POINT OF CONNECTION TO EXISTING
IRRIGATION MAINLINE
• VERIFY STATIC WATER PRESSURE AND REPORT WATER PRESSURE TO
COMMUNITY WORKS DESIGN GROUP BEFORE START OF WORK
• SIZES PER AS-BUILTS
FLOW AVAILABLE
Point of Connection Size: 2 1/2"
Flow Available 107.92 GPM
PRESSURE AVAILABLE
Static Pressure at POC: 84 PSI
Pressure Available: 84 PSI
DESIGN ANALYSIS
Maximum Station Flow: 4.5 GPM
Flow Available at POC: 107.92 GPM
Residual Flow Available: 103.42 GPM
Critical Station: A2
Design Pressure: 30 PSI
Friction Loss: 1.27 PSI
Fittings Loss: 0.13 PSI
Elevation Loss: 0 PSI
Loss through Valve: 1.65 PSI
Pressure Req. at Critical Station: 33.0 PSI
Loss for Fittings: 0.01 PSI
Loss for Main Line: 0.13 PSI
Loss for POC to Valve Elevation: 0 PSI
Loss for Backflow: 0 PSI
Critical Station Pressure at POC: 33.2 PSI
Pressure Available: 84 PSI
Residual Pressure Available: 50.8 PSI
P.O.C. NUMBER: 02
Water Source Information: POINT OF CONNECTION TO EXISTING
BACKFLOW
• VERIFY STATIC WATER PRESSURE AND REPORT WATER PRESSURE TO
COMMUNITY WORKS DESIGN GROUP BEFORE START OF WORK
• SIZES PER AS-BUILTS
FLOW AVAILABLE
Point of Connection Size: 2"
Flow Available 77.18 GPM
PRESSURE AVAILABLE
Static Pressure at POC: 84 PSI
Pressure Available: 84 PSI
DESIGN ANALYSIS
Maximum Station Flow: 21.52 GPM
Flow Available at POC: 77.18 GPM
Residual Flow Available: 55.66 GPM
Critical Station: B2
Design Pressure: 30 PSI
Friction Loss: 2.04 PSI
Fittings Loss: 0.2 PSI
Elevation Loss: 0 PSI
Loss through Valve: 5 PSI
Pressure Req. at Critical Station: 51.7 PSI
Loss for Fittings: 0.08 PSI
Loss for Main Line: 0.78 PSI
Loss for POC to Valve Elevation: 0 PSI
Loss for Backflow: 0 PSI
Critical Station Pressure at POC: 52.6 PSI
Pressure Available: 84 PSI
Residual Pressure Available: 31.4 PSI
NUMBER MODEL SIZE TYPE GPM WIRE PSI PSI @ POC PRECIP
A1 NEW 1" DRIP CONTROL ZONE ASSEMBLY: 1" AREA FOR DRIPLINE 3.8 439.9 38.4 0.43 in/h A2 RAIN BIRD PEB-IVM SMART REMOTE CONTROL VALVE 1" BUBBLER 4.5 452.6 33.0 1.7 in/h B1 RAIN BIRD PEB-IVM SMART REMOTE CONTROL VALVE 1" BUBBLER 9 747.2 35.2 1.7 in/h B2 NEW 1.5" DRIP CONTROL ZONE ASSEMBLY: 1-1/2" AREA FOR DRIPLINE 13.77 739.3 37.2 0.43 in/h C1 NEW 1.5" DRIP CONTROL ZONE ASSEMBLY: 1-1/2" AREA FOR DRIPLINE 11.42 105.4 40.5 0.43 in/h C2 RAIN BIRD PEB-IVM SMART REMOTE CONTROL VALVE 1" BUBBLER 7.5 115.1 36.3 1.7 in/h D1 NEW 1.5" DRIP CONTROL ZONE ASSEMBLY: 1-1/2" AREA FOR DRIPLINE 14.53 1,980 36.9 0.43 in/h D2 RAIN BIRD PEB-IVM SMART REMOTE CONTROL VALVE 1" BUBBLER 3 1,893 32.1 1.7 in/h D3 NEW 1.5" DRIP CONTROL ZONE ASSEMBLY: 1-1/2" AREA FOR DRIPLINE 19.33 1,858 35.9 0.43 in/h D4 NEW 1.5" DRIP CONTROL ZONE ASSEMBLY: 1-1/2" AREA FOR DRIPLINE 27.05 1,368 36.9 0.43 in/h D5 NEW 1.5" DRIP CONTROL ZONE ASSEMBLY: 1-1/2" AREA FOR DRIPLINE 25.14 1,065 39.0 0.43 in/h D6 NEW 1.5" DRIP CONTROL ZONE ASSEMBLY: 1-1/2" AREA FOR DRIPLINE 19.88 956.6 35.3 0.43 in/h D7 RAIN BIRD PEB-IVM SMART REMOTE CONTROL VALVE 1" BUBBLER 9 945.1 37.8 1.7 in/h D8 NEW 1.5" DRIP CONTROL ZONE ASSEMBLY: 1-1/2" AREA FOR DRIPLINE 32.93 722.3 38.4 0.43 in/h D9 NEW 1.5" DRIP CONTROL ZONE ASSEMBLY: 1-1/2" AREA FOR DRIPLINE 30.12 352.4 39.9 0.43 in/h D10 NEW 1.5" DRIP CONTROL ZONE ASSEMBLY: 1-1/2" AREA FOR DRIPLINE 26.56 418.1 37.5 0.43 in/h D11 NEW 1.5" DRIP CONTROL ZONE ASSEMBLY: 1-1/2" AREA FOR DRIPLINE 28.37 647.7 35.3 0.43 in/h D12 NEW 1.5" DRIP CONTROL ZONE ASSEMBLY: 1-1/2" AREA FOR DRIPLINE 14.28 840.3 35.2 0.43 in/h D13 RAIN BIRD PEB-IVM SMART REMOTE CONTROL VALVE 1" BUBBLER 9.5 994.6 37.8 1.7 in/h D14 NEW 1.5" DRIP CONTROL ZONE ASSEMBLY: 1-1/2" AREA FOR DRIPLINE 24.01 1,003 35.3 0.43 in/h D15 NEW 1.5" DRIP CONTROL ZONE ASSEMBLY: 1-1/2" AREA FOR DRIPLINE 13.92 1,203 36.3 0.43 in/h D16 NEW 1.5" DRIP CONTROL ZONE ASSEMBLY: 1-1/2" AREA FOR DRIPLINE 21.35 1,510 35.9 0.43 in/h D17 NEW 1.5" DRIP CONTROL ZONE ASSEMBLY: 1-1/2" AREA FOR DRIPLINE 21.96 1,703 37.1 0.43 in/h E1 NEW 1.5" DRIP CONTROL ZONE ASSEMBLY: 1-1/2" AREA FOR DRIPLINE 30.42 189.9 35.9 0.43 in/h E2 NEW 1.5" DRIP CONTROL ZONE ASSEMBLY: 1-1/2" AREA FOR DRIPLINE 27.22 420.6 35.3 0.43 in/h E3 RAIN BIRD PEB-IVM SMART REMOTE CONTROL VALVE 1" BUBBLER 6.5 429.3 34.2 1.7 in/h E4 NEW 1.5" DRIP CONTROL ZONE ASSEMBLY: 1-1/2" AREA FOR DRIPLINE 20.84 628.9 35.2 0.43 in/h E5 NEW 1.5" DRIP CONTROL ZONE ASSEMBLY: 1-1/2" AREA FOR DRIPLINE 19.9 823.5 35.4 0.43 in/h E6 NEW 1.5" DRIP CONTROL ZONE ASSEMBLY: 1-1/2" AREA FOR DRIPLINE 15.41 1,269 37.0 0.43 in/h E7 RAIN BIRD PEB-IVM SMART REMOTE CONTROL VALVE 1" BUBBLER 5 1,740 33.1 1.7 in/h E8 NEW 1.5" DRIP CONTROL ZONE ASSEMBLY: 1-1/2" AREA FOR DRIPLINE 21.81 1,746 35.2 0.43 in/h E9 NEW 1.5" DRIP CONTROL ZONE ASSEMBLY: 1-1/2" AREA FOR DRIPLINE 28.83 2,022 38.6 0.43 in/h E10 NEW 1.5" DRIP CONTROL ZONE ASSEMBLY: 1-1/2" AREA FOR DRIPLINE 24.28 2,567 35.1 0.43 in/h E11 RAIN BIRD PEB-IVM SMART REMOTE CONTROL VALVE 1" BUBBLER 3.5 2,574 31.9 1.7 in/h E12 NEW 1" DRIP CONTROL ZONE ASSEMBLY: 1" AREA FOR DRIPLINE 7.13 2,761 39.7 0.43 in/h F1 NEW 1.5" DRIP CONTROL ZONE ASSEMBLY: 1-1/2" AREA FOR DRIPLINE 14.11 1,432 37.0 0.43 in/h F2 RAIN BIRD PEB-IVM SMART REMOTE CONTROL VALVE 1" BUBBLER 1.5 1,356 31.5 1.7 in/h F3 NEW 1.5" DRIP CONTROL ZONE ASSEMBLY: 1-1/2" AREA FOR DRIPLINE 18.16 1,084 37.0 0.43 in/h F4 NEW 1.5" DRIP CONTROL ZONE ASSEMBLY: 1-1/2" AREA FOR DRIPLINE 27.55 462.1 35.3 0.43 in/h F5 RAIN BIRD PEB-IVM SMART REMOTE CONTROL VALVE 1" BUBBLER 4.5 455.3 33.6 1.7 in/h F6 NEW 1.5" DRIP CONTROL ZONE ASSEMBLY: 1-1/2" AREA FOR DRIPLINE 29.05 176.8 35.3 0.43 in/h F7 RAIN BIRD PEB-IVM SMART REMOTE CONTROL VALVE 1" BUBBLER 2.5 539.6 31.7 1.7 in/h F8 NEW 1.5" DRIP CONTROL ZONE ASSEMBLY: 1-1/2" AREA FOR DRIPLINE 22.74 546.8 35.2 0.43 in/h F9 NEW 1.5" DRIP CONTROL ZONE ASSEMBLY: 1-1/2" AREA FOR DRIPLINE 21.57 555.2 38.6 0.43 in/h Common Wire 13,198
AVALON BLVD. VALVE SCHEDULE
NUMBER MODEL SIZE TYPE GPM WIRE DESIGN PSI PSI PRECIP
G1 NEW 1" DRIP CONTROL ZONE ASSEMBLY: 1" AREA FOR DRIPLINE 3.86 30 37.5 0.43 in/h G2 RAIN BIRD PEB-IVM SMART REMOTE CONTROL VALVE 1" BUBBLER 1.5 30 31.5 1.7 in/h G3 NEW 1" DRIP CONTROL ZONE ASSEMBLY: 1" AREA FOR DRIPLINE 6.31 30 38.9 0.43 in/h G4 NEW 1" DRIP CONTROL ZONE ASSEMBLY: 1" AREA FOR DRIPLINE 12.38 30 45.7 0.43 in/h G5 RAIN BIRD PEB-IVM SMART REMOTE CONTROL VALVE 1" BUBBLER 10 30 34.5 1.7 in/h H1 NEW 1" DRIP CONTROL ZONE ASSEMBLY: 1" AREA FOR DRIPLINE 8.36 30 40.5 0.43 in/h H2 RAIN BIRD PEB-IVM SMART REMOTE CONTROL VALVE 1" BUBBLER 3.5 30 31.8 1.7 in/h H3 RAIN BIRD PEB-IVM SMART REMOTE CONTROL VALVE 1" BUBBLER 9.5 30 33.5 1.7 in/h H4 NEW 1.5" DRIP CONTROL ZONE ASSEMBLY: 1-1/2" AREA FOR DRIPLINE 16.32 30 35.2 0.43 in/h H5 RAIN BIRD PEB-IVM SMART REMOTE CONTROL VALVE 1" BUBBLER 9 30 34.3 1.7 in/h H6 NEW 1.5" DRIP CONTROL ZONE ASSEMBLY: 1-1/2" AREA FOR DRIPLINE 14.5 30 35.8 0.43 in/h CARSON ST. VALVE SCHEDULE
CITY OF CARSON
250317 of 37
LANDSCAPE IMPROVEMENT PLANS:
PH: 310 464 8404
3825 DEL AMO BOULEVARD
TORRANCE, CA 90503
WWW.BREENDESIGN.COM
RIVERSIDE, CA 92504
WWW.CWDG.COM
PH: 951 369 0700
7111 INDIANA AVE, SUITE 300 CARSON STREET MEDIAN AND
AVALON STREET MEDIAN
SEAL:
Know what'sbelow.
Call before you dig.
R
CAL SENSE NOTE: - CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MANUFACTURER
REQUIRED INSPECTIONS AND OR CERTIFICATIONS OF
EQUIPMENT. - CONTRACTOR SHALL PROVIDE CERTIFICATIONS / VERIFICATION
OF APPROVED INSTALLATION TO LANDSCAPE ARCHITECT &
OWNERS REPRESENTATIVE PRIOR TO REQUESTING FINAL WALK
/ TURN OVER TO ESTABLISHMENT.
EXISTING EQUIPMENT IMPACTS: - FOR EXISTING VALVES TO BE SERVICED BY NEW CONTROLLERS,
THE CONTRACTOR SHALL INCLUDE IN BID FOR THE
RE-NUMBERING WITH NEW TOPS, VALVE BOX TOPS/BRANDING
AS NEEDED FOR CORRECT IDENTIFICATION WITH NEW
CONTROL SYSTEM. - ANY BOXES FOUND TO BE DAMAGED OR BROKEN SHALL BE REPLACED WITH NEW FOR FULL USE AND FUNCTION.
NOTE: - CONTRACTOR RESPONSIBLE FOR FIELD VERIFICATION PRIOR TO START OF WORK. CONTRACTOR TO SEND FIELD REPORT
WITH FINDINGS TO LANDSCAPE ARCHITECT & OWNERS
REPRESENTATION. FAILURE TO DO SO SHALL RESULT IN THE
CONTRACTOR BEING SOLELY RESPONSIBLE FOR ANY DESIGN
OR INSTALLATION REVISIONS IF STATIC PSI DOES NOT MATCH
DESIGN BASIS.
3 LI-0
1 1 ADDENDUM 1
1 1
2 1 1
2 2
2 ADDENDUM 2
3 3 ADDENDUM 3
MHMH MH 220TH STREET
AVALON BOULEVARD 219TH STREET
T
T
T
T
T
A
#1
A
EXISTING P.O.C. #1
CONTROLLER A:
CONTRACTOR SHALL VERIFY EXISTING INFRASTRUCTURE
AND MODIFY AS NEEDED FOR NEW CALSENSE EQUIPMENT.
THIS SHALL INCLUDE AS REQUIRED NEW: - MOUNTING PADS, CONDUIT, POWER CONNECTION, WIRING TO FIELD, PULL BOXES ETC. AS NEEDED FOR
COMPLETE, TURN KEY OPERATION. MH MH
AVALON BOULEVARD
T
T
T T T
3 4" 3
4" A1
1" 3.8
A2
1" 4.5
3 4" 3
4"
CITY OF CARSON
250317 of 37
LANDSCAPE IMPROVEMENT PLANS:
PH: 310 464 8404
3825 DEL AMO BOULEVARD
TORRANCE, CA 90503
WWW.BREENDESIGN.COM
RIVERSIDE, CA 92504
WWW.CWDG.COM
PH: 951 369 0700
7111 INDIANA AVE, SUITE 300 CARSON STREET MEDIAN AND
AVALON STREET MEDIAN
SEAL: MATCHLINE, SEE RIGHT ABOVE MATCHLINE, SEE SHEET LI-2 MATCHLINE, SEE LEFT BELOW NORTH 0 20' 40' 80'
KEY MAP (N.T.S.)
AVALON BOULEVARD CARSON STREET
AVALON BOULEVARD
405 SAN DIEGO FREEWAY
SHEET
LP-1
SHEET
LP-2
SHEET
LP-3
SHEET
LP-4
SHEET
LP-5
SHEET
LP-6
SHEET
LP-7
SHEET
LP-8
SHEET
LP-9
SHEET
LP-10
SHEET
LP-11 213TH ST DESFORD ST
GRACE AVE 219TH ST 220TH ST
DEL AMO BLVD
DURMONT ST
ELSMERE DR ALBURTONI ST VICTORIA ST 186ND ST 184ND ST 182ND ST 189ND ST LOYOLA AVE UNIVERSITY DR DURMONT ST MLK JR. ST
IRRIGATION PLANS ARE DIAGRAMMATIC IN NATURE. IRRIGATION MAINLINE AND ALL VALVES TO BE LOCATED ON PROJECT PROPERTY, IN PLANTER AREAS WHERE POSSIBLE. NO IRRIGATION EQUIPMENT IS TO BE INSTALLED IN STREETS, DRIVE AISLES OR BUILDINGS.
REFERENCE INFORMATION MAY BE PRESENTED VIA LINE COLOR AND STYLE OR LINEWEIGHT SIZE AND STYLE. CWDG IS NOT RESPONSIBLE FOR PLANS REPRODUCED BY OTHERS OR PLANS PRINTED IN BLACK & WHITE OR MONOCHROME.
Know what'sbelow.
Call before you dig.
R
4 LI-1
1 1 ADDENDUM 1
2 2 ADDENDUM 2
MH MH MH MH MH MH CARSON STREET
AVALON BOULEVARD
T T T T T T T T T
T
1"
B1
1" 9
B2
1 13.8
1 2" #2 A 2"
2"
EXISTING P.O.C. #2
1 1
4" 1" MH MH DESFORD STREET MH
AVALON BOULEVARD
T T T
T
T
T
T T T
3 4" 3
3 4" 4"
CITY OF CARSON
250317 of 37
LANDSCAPE IMPROVEMENT PLANS:
PH: 310 464 8404
3825 DEL AMO BOULEVARD
TORRANCE, CA 90503
WWW.BREENDESIGN.COM
RIVERSIDE, CA 92504
WWW.CWDG.COM
PH: 951 369 0700
7111 INDIANA AVE, SUITE 300 CARSON STREET MEDIAN AND
AVALON STREET MEDIAN
SEAL: MATCHLINE, SEE RIGHT ABOVE MATCHLINE, SEE SHEET LI-3 MATCHLINE, SEE SHEET LI-1 MATCHLINE, SEE LEFT BELOW KEY PLAN (N.T.S.)
AVALON BOULEVARD CARSON STREET
AVALON BOULEVARD
405 SAN DIEGO FREEWAY
SHEET
LP-1
SHEET
LP-2
SHEET
LP-3
SHEET
LP-4
SHEET
LP-5
SHEET
LP-6
SHEET
LP-7
SHEET
LP-8
SHEET
LP-9
SHEET
LP-10
SHEET
LP-11 213TH ST DESFORD ST
GRACE AVE 219TH ST 220TH ST
DEL AMO BLVD
DURMONT ST
ELSMERE DR ALBURTONI ST VICTORIA ST 186ND ST 184ND ST 182ND ST 189ND ST LOYOLA AVE UNIVERSITY DR DURMONT ST MLK JR. ST
NORTH 0 20' 40' 80'
IRRIGATION PLANS ARE DIAGRAMMATIC IN NATURE. IRRIGATION MAINLINE AND ALL VALVES TO BE LOCATED ON PROJECT PROPERTY, IN PLANTER AREAS WHERE POSSIBLE. NO IRRIGATION EQUIPMENT IS TO BE INSTALLED IN STREETS, DRIVE AISLES OR BUILDINGS.
REFERENCE INFORMATION MAY BE PRESENTED VIA LINE COLOR AND STYLE OR LINEWEIGHT SIZE AND STYLE. CWDG IS NOT RESPONSIBLE FOR PLANS REPRODUCED BY OTHERS OR PLANS PRINTED IN BLACK & WHITE OR MONOCHROME.
Know what'sbelow.
Call before you dig.
R
5 LI-2
2 2
2 2 ADDENDUM 2
MH MH 213TH STREET
AVALON BOULEVARD
T
T
T
T
T
T
B
CONTROLLER B:
CONTRACTOR SHALL VERIFY EXISTING INFRASTRUCTURE
AND MODIFY AS NEEDED FOR NEW CALSENSE EQUIPMENT.
THIS SHALL INCLUDE AS REQUIRED NEW: - MOUNTING PADS, CONDUIT, POWER CONNECTION, WIRING TO FIELD, PULL BOXES ETC. AS NEEDED FOR
COMPLETE, TURN KEY OPERATION. MH MH
AVALON BOULEVARD
T
T
T
T T
T T T T
C
C1
1 11.4 1
2" C2
1" 7.5
#3 1" A
EXISTING P.O.C. #3
CONTROLLER C:
CONTRACTOR SHALL VERIFY EXISTING INFRASTRUCTURE
AND MODIFY AS NEEDED FOR NEW CALSENSE EQUIPMENT.
THIS SHALL INCLUDE AS REQUIRED NEW: - MOUNTING PADS, CONDUIT, POWER CONNECTION, WIRING TO FIELD, PULL BOXES ETC. AS NEEDED FOR
COMPLETE, TURN KEY OPERATION.
1"
2"
1" 2" 3 1 4" 1
4"
CITY OF CARSON
250317 of 37
LANDSCAPE IMPROVEMENT PLANS:
PH: 310 464 8404
3825 DEL AMO BOULEVARD
TORRANCE, CA 90503
WWW.BREENDESIGN.COM
RIVERSIDE, CA 92504
WWW.CWDG.COM
PH: 951 369 0700
7111 INDIANA AVE, SUITE 300 CARSON STREET MEDIAN AND
AVALON STREET MEDIAN
SEAL:
KEY PLAN (N.T.S.) MATCHLINE, SEE RIGHT ABOVE MATCHLINE, SEE SHEET LI-4 MATCHLINE, SEE SHEET LI-2 MATCHLINE, SEE LEFT BELOW
AVALON BOULEVARD CARSON STREET
AVALON BOULEVARD
405 SAN DIEGO FREEWAY
SHEET
LP-1
SHEET
LP-2
SHEET
LP-3
SHEET
LP-4
SHEET
LP-5
SHEET
LP-6
SHEET
LP-7
SHEET
LP-8
SHEET
LP-9
SHEET
LP-10
SHEET
LP-11 213TH ST DESFORD ST
GRACE AVE 219TH ST 220TH ST
DEL AMO BLVD
DURMONT ST
ELSMERE DR ALBURTONI ST VICTORIA ST 186ND ST 184ND ST 182ND ST 189ND ST LOYOLA AVE UNIVERSITY DR DURMONT ST MLK JR. ST
NORTH 0 20' 40' 80'
IRRIGATION PLANS ARE DIAGRAMMATIC IN NATURE. IRRIGATION MAINLINE AND ALL VALVES TO BE LOCATED ON PROJECT PROPERTY, IN PLANTER AREAS WHERE POSSIBLE. NO IRRIGATION EQUIPMENT IS TO BE INSTALLED IN STREETS, DRIVE AISLES OR BUILDINGS.
REFERENCE INFORMATION MAY BE PRESENTED VIA LINE COLOR AND STYLE OR LINEWEIGHT SIZE AND STYLE. CWDG IS NOT RESPONSIBLE FOR PLANS REPRODUCED BY OTHERS OR PLANS PRINTED IN BLACK & WHITE OR MONOCHROME.
Know what'sbelow.
Call before you dig.
R
6 LI-3
1 1 ADDENDUM 1
2 2 2
2 2 ADDENDUM 2
AVALON BOULEVARD TURMONT STREET
DEL AMO BOULEVARD
MH
T
T
T
T
T
T
3 4"
1"
1 1
4" 1
1 4"
1 1
4"
D1
1 14.5
1 2" D2
1" 3
D3
1 19.3
1 2"
#4 A
EXISTING P.O.C. #4
AVALON BOULEVARD TURMONT STREET TURMONT STREET
T
T
T
T
T
T
T
1 1
4" 1
1 2" 1
1 4" 1
1 2" D4
1 27.1
1 2" D5
1 25.1
1 2"
CITY OF CARSON
250317 of 37
LANDSCAPE IMPROVEMENT PLANS:
PH: 310 464 8404
3825 DEL AMO BOULEVARD
TORRANCE, CA 90503
WWW.BREENDESIGN.COM
RIVERSIDE, CA 92504
WWW.CWDG.COM
PH: 951 369 0700
7111 INDIANA AVE, SUITE 300 CARSON STREET MEDIAN AND
AVALON STREET MEDIAN
SEAL: MATCHLINE, SEE RIGHT ABOVE MATCHLINE, SEE SHEET LI-5 MATCHLINE, SEE SHEET LI-3 MATCHLINE, SEE LEFT BELOW KEY PLAN (N.T.S.)
AVALON BOULEVARD CARSON STREET
AVALON BOULEVARD
405 SAN DIEGO FREEWAY
SHEET
LP-1
SHEET
LP-2
SHEET
LP-3
SHEET
LP-4
SHEET
LP-5
SHEET
LP-6
SHEET
LP-7
SHEET
LP-8
SHEET
LP-9
SHEET
LP-10
SHEET
LP-11 213TH ST DESFORD ST
GRACE AVE 219TH ST 220TH ST
DEL AMO BLVD
DURMONT ST
ELSMERE DR ALBURTONI ST VICTORIA ST 186ND ST 184ND ST 182ND ST 189ND ST LOYOLA AVE UNIVERSITY DR DURMONT ST MLK JR. ST
NORTH 0 20' 40' 80'
IRRIGATION PLANS ARE DIAGRAMMATIC IN NATURE. IRRIGATION MAINLINE AND ALL VALVES TO BE LOCATED ON PROJECT PROPERTY, IN PLANTER AREAS WHERE POSSIBLE. NO IRRIGATION EQUIPMENT IS TO BE INSTALLED IN STREETS, DRIVE AISLES OR BUILDINGS.
REFERENCE INFORMATION MAY BE PRESENTED VIA LINE COLOR AND STYLE OR LINEWEIGHT SIZE AND STYLE. CWDG IS NOT RESPONSIBLE FOR PLANS REPRODUCED BY OTHERS OR PLANS PRINTED IN BLACK & WHITE OR MONOCHROME.
Know what'sbelow.
Call before you dig.
R
7 LI-4
3 ADDENDUM 3
3 3
3 3
3 3
3 3
3 3
3 3
3 AVALON BOULEVARD ELSMERE DRIVE
T
T
T
T
T
T
T
1 1 1 4" 1
4" 1
1 2"
1"
1 1
4" 1
1 4" 1
1 2"
D
D9
1 30.1 1
2" D10
1 26.6
1 2" CONTROLLER D:
CONTRACTOR SHALL VERIFY EXISTING INFRASTRUCTURE
AND MODIFY AS NEEDED FOR NEW CALSENSE EQUIPMENT.
THIS SHALL INCLUDE AS REQUIRED NEW: - MOUNTING PADS, CONDUIT, POWER CONNECTION, WIRING TO FIELD, PULL BOXES ETC. AS NEEDED FOR
COMPLETE, TURN KEY OPERATION.
AVALON BOULEVARD
MH
T T T T
T
T
T
T
T
1 1
4" 1
1 4" 1
1 2" 2"
D6
1 19.9 1
2" D7
1" 9
D8
1 32.9
1 2"
CITY OF CARSON
250317 of 37
LANDSCAPE IMPROVEMENT PLANS:
PH: 310 464 8404
3825 DEL AMO BOULEVARD
TORRANCE, CA 90503
WWW.BREENDESIGN.COM
RIVERSIDE, CA 92504
WWW.CWDG.COM
PH: 951 369 0700
7111 INDIANA AVE, SUITE 300 CARSON STREET MEDIAN AND
AVALON STREET MEDIAN
SEAL: MATCHLINE, SEE RIGHT ABOVE MATCHLINE, SEE SHEET LI-6 MATCHLINE, SEE SHEET LI-4 MATCHLINE, SEE LEFT BELOW KEY PLAN (N.T.S.)
AVALON BOULEVARD CARSON STREET
AVALON BOULEVARD
405 SAN DIEGO FREEWAY
SHEET
LP-1
SHEET
LP-2
SHEET
LP-3
SHEET
LP-4
SHEET
LP-5
SHEET
LP-6
SHEET
LP-7
SHEET
LP-8
SHEET
LP-9
SHEET
LP-10
SHEET
LP-11 213TH ST DESFORD ST
GRACE AVE 219TH ST 220TH ST
DEL AMO BLVD
DURMONT ST
ELSMERE DR ALBURTONI ST VICTORIA ST 186ND ST 184ND ST 182ND ST 189ND ST LOYOLA AVE UNIVERSITY DR DURMONT ST MLK JR. ST
NORTH 0 20' 40' 80'
IRRIGATION PLANS ARE DIAGRAMMATIC IN NATURE. IRRIGATION MAINLINE AND ALL VALVES TO BE LOCATED ON PROJECT PROPERTY, IN PLANTER AREAS WHERE POSSIBLE. NO IRRIGATION EQUIPMENT IS TO BE INSTALLED IN STREETS, DRIVE AISLES OR BUILDINGS.
REFERENCE INFORMATION MAY BE PRESENTED VIA LINE COLOR AND STYLE OR LINEWEIGHT SIZE AND STYLE. CWDG IS NOT RESPONSIBLE FOR PLANS REPRODUCED BY OTHERS OR PLANS PRINTED IN BLACK & WHITE OR MONOCHROME.
Know what'sbelow.
Call before you dig.
R
8 LI-5
1 1 ADDENDUM 1
3 ADDENDUM 3
3 3 3 3
3 3
3 3
3 3
3 3
3 3
3 3
AVALON BOULEVARD
M.L.K. JR. STREET
UNIVERSITY DRIVE
UNIVERSITY DRIVE
T
T
T
T
1 1
4"
1 1
4" 1
1 4"
1 1
4"
D16
1 21.4 1
2" D17
1 22.0
1 2"
3"
2 1
2"
EXISTING AREAS NOTE: - EXISTING AREAS TO RECEIVE NEW CALSENSE CONTROL ONLY. CONTRACTOR SHALL UPDATE
VALVES AS NEEDED TO MATCH / CONTINUE NEW
NUMBERING. CONTROLS SHALL INCLUDE NEW TAGS,
VALVE LIDS, AND BRANDING AS NEEDED.
AVALON BOULEVARD
T T
T
T
T
T
T
T
T
T
1 1
2" 1
1 4"
1" 1"
1 1
4" 1
1 2" 1"
1 1
4" D11
1 28.4 1
2" D12
1 14.3 1
2" D13
1" 9.5
D14
1 24.0
1 2" D15
1 13.9
1 2"
CITY OF CARSON
250317 of 37
LANDSCAPE IMPROVEMENT PLANS:
PH: 310 464 8404
3825 DEL AMO BOULEVARD
TORRANCE, CA 90503
WWW.BREENDESIGN.COM
RIVERSIDE, CA 92504
WWW.CWDG.COM
PH: 951 369 0700
7111 INDIANA AVE, SUITE 300 CARSON STREET MEDIAN AND
AVALON STREET MEDIAN
SEAL: MATCHLINE, SEE RIGHT ABOVE MATCHLINE, SEE SHEET LI-7 MATCHLINE, SEE SHEET LI-5 MATCHLINE, SEE LEFT BELOW KEY PLAN (N.T.S.)
AVALON BOULEVARD CARSON STREET
AVALON BOULEVARD
405 SAN DIEGO FREEWAY
SHEET
LP-1
SHEET
LP-2
SHEET
LP-3
SHEET
LP-4
SHEET
LP-5
SHEET
LP-6
SHEET
LP-7
SHEET
LP-8
SHEET
LP-9
SHEET
LP-10
SHEET
LP-11 213TH ST DESFORD ST
GRACE AVE 219TH ST 220TH ST
DEL AMO BLVD
DURMONT ST
ELSMERE DR ALBURTONI ST VICTORIA ST 186ND ST 184ND ST 182ND ST 189ND ST LOYOLA AVE UNIVERSITY DR DURMONT ST MLK JR. ST
NORTH 0 20' 40' 80'
IRRIGATION PLANS ARE DIAGRAMMATIC IN NATURE. IRRIGATION MAINLINE AND ALL VALVES TO BE LOCATED ON PROJECT PROPERTY, IN PLANTER AREAS WHERE POSSIBLE. NO IRRIGATION EQUIPMENT IS TO BE INSTALLED IN STREETS, DRIVE AISLES OR BUILDINGS.
REFERENCE INFORMATION MAY BE PRESENTED VIA LINE COLOR AND STYLE OR LINEWEIGHT SIZE AND STYLE. CWDG IS NOT RESPONSIBLE FOR PLANS REPRODUCED BY OTHERS OR PLANS PRINTED IN BLACK & WHITE OR MONOCHROME.
Know what'sbelow.
Call before you dig.
R
9 LI-6
3 ADDENDUM 3
3 3
3 3
3 3
3 3
3 3
3 3
3 3
AVALON BOULEVARD UNIVERSITY DRIVE
T
T T T T T
1 1
2" 1
1 2" 1
1 E
E1
1 30.4
1 2"
2 1
2" 3"
CONTROLLER E:
CONTRACTOR SHALL VERIFY EXISTING INFRASTRUCTURE
AND MODIFY AS NEEDED FOR NEW CALSENSE EQUIPMENT.
THIS SHALL INCLUDE AS REQUIRED NEW: - MOUNTING PADS, CONDUIT, POWER CONNECTION, WIRING TO FIELD, PULL BOXES ETC. AS NEEDED FOR
COMPLETE, TURN KEY OPERATION.
EXISTING AREAS NOTE: - EXISTING AREAS TO RECEIVE NEW CALSENSE CONTROL ONLY. CONTRACTOR SHALL UPDATE
VALVES AS NEEDED TO MATCH / CONTINUE NEW
NUMBERING. CONTROLS SHALL INCLUDE NEW TAGS,
VALVE LIDS, AND BRANDING AS NEEDED.
AVALON BOULEVARD 186TH STREET
T T T T T T
T
1 1
2" 3
4" 1
1 4" 1
1 4" 1
1 4" E2
1 27.2 1
2" E3
1" 6.5
E4
1 20.8 1
2" E5
1 19.9
1 2" CITY OF CARSON
250317 of 37
LANDSCAPE IMPROVEMENT PLANS:
PH: 310 464 8404
3825 DEL AMO BOULEVARD
TORRANCE, CA 90503
WWW.BREENDESIGN.COM
RIVERSIDE, CA 92504
WWW.CWDG.COM
PH: 951 369 0700
7111 INDIANA AVE, SUITE 300 CARSON STREET MEDIAN AND
AVALON STREET MEDIAN
SEAL: MATCHLINE, SEE RIGHT ABOVE MATCHLINE, SEE SHEET LI-8 MATCHLINE, SEE SHEET LI-6 MATCHLINE, SEE LEFT BELOW KEY PLAN (N.T.S.)
AVALON BOULEVARD CARSON STREET
AVALON BOULEVARD
405 SAN DIEGO FREEWAY
SHEET
LP-1
SHEET
LP-2
SHEET
LP-3
SHEET
LP-4
SHEET
LP-5
SHEET
LP-6
SHEET
LP-7
SHEET
LP-8
SHEET
LP-9
SHEET
LP-10
SHEET
LP-11 213TH ST DESFORD ST
GRACE AVE 219TH ST 220TH ST
DEL AMO BLVD
DURMONT ST
ELSMERE DR ALBURTONI ST VICTORIA ST 186ND ST 184ND ST 182ND ST 189ND ST LOYOLA AVE UNIVERSITY DR DURMONT ST MLK JR. ST
NORTH 0 20' 40' 80'
IRRIGATION PLANS ARE DIAGRAMMATIC IN NATURE. IRRIGATION MAINLINE AND
ALL VALVES TO BE LOCATED ON PROJECT PROPERTY, IN PLANTER AREAS WHERE POSSIBLE. NO IRRIGATION EQUIPMENT IS TO BE INSTALLED IN STREETS, DRIVE AISLES OR BUILDINGS.
REFERENCE INFORMATION MAY BE PRESENTED VIA LINE COLOR AND STYLE OR LINEWEIGHT SIZE AND STYLE. CWDG IS NOT RESPONSIBLE FOR PLANS REPRODUCED BY OTHERS OR PLANS PRINTED IN BLACK & WHITE OR MONOCHROME.
Know what'sbelow.
Call before you dig.
R 10 LI-7
1 1 ADDENDUM 1
3 ADDENDUM 3
3 3 3 3 3 3
3 3 3 3 3 3 3
AVALON BOULEVARD 184TH STREET MH
T
T
T T
1"
1 1
4" E6
1 15.4 1
2"
3"
2"
AVALON BOULEVARD 182ND STREET
T T T T
T
T
1 1
4" 3
4" 1
1 2" 1
1 2" E7
1" 5
E8
1 21.8 1
2" E9
1 28.8
1 2" EXISTING AREAS NOTE: - EXISTING AREAS TO RECEIVE NEW CALSENSE CONTROL ONLY. CONTRACTOR SHALL UPDATE
VALVES AS NEEDED TO MATCH / CONTINUE NEW
NUMBERING. CONTROLS SHALL INCLUDE NEW TAGS,
VALVE LIDS, AND BRANDING AS NEEDED.
CITY OF CARSON
250317 of 37
LANDSCAPE IMPROVEMENT PLANS:
PH: 310 464 8404
3825 DEL AMO BOULEVARD
TORRANCE, CA 90503
WWW.BREENDESIGN.COM
RIVERSIDE, CA 92504
WWW.CWDG.COM
PH: 951 369 0700
7111 INDIANA AVE, SUITE 300 CARSON STREET MEDIAN AND
AVALON STREET MEDIAN
SEAL: MATCHLINE, SEE RIGHT ABOVE MATCHLINE, SEE SHEET LI-9 MATCHLINE, SEE SHEET LI-7 MATCHLINE, SEE LEFT BELOW KEY PLAN (N.T.S.)
AVALON BOULEVARD CARSON STREET
AVALON BOULEVARD
405 SAN DIEGO FREEWAY
SHEET
LP-1
SHEET
LP-2
SHEET
LP-3
SHEET
LP-4
SHEET
LP-5
SHEET
LP-6
SHEET
LP-7
SHEET
LP-8
SHEET
LP-9
SHEET
LP-10
SHEET
LP-11 213TH ST DESFORD ST
GRACE AVE 219TH ST 220TH ST
DEL AMO BLVD
DURMONT ST
ELSMERE DR ALBURTONI ST VICTORIA ST 186ND ST 184ND ST 182ND ST 189ND ST LOYOLA AVE UNIVERSITY DR DURMONT ST MLK JR. ST
NORTH 0 20' 40' 80'
IRRIGATION PLANS ARE DIAGRAMMATIC IN NATURE. IRRIGATION MAINLINE AND ALL VALVES TO BE LOCATED ON PROJECT PROPERTY, IN PLANTER AREAS WHERE POSSIBLE. NO IRRIGATION EQUIPMENT IS TO BE INSTALLED IN STREETS, DRIVE AISLES OR BUILDINGS.
REFERENCE INFORMATION MAY BE PRESENTED VIA LINE COLOR AND STYLE OR LINEWEIGHT SIZE AND STYLE. CWDG IS NOT RESPONSIBLE FOR PLANS REPRODUCED BY OTHERS OR PLANS PRINTED IN BLACK & WHITE OR MONOCHROME.
Know what'sbelow.
Call before you dig.
R
11 LI-8
3 ADDENDUM 3
3 3
3 3
3 3 3 3
3 3
AVALON BOULEVARD VICTORIA STREET
T T
T
T
T
T
T
3 4" E10
1 24.3 1
2" E11
1" 3.5
E12
1" 7.13
1 3" 12" 3
4"
AVALON BOULEVARD
T
T
T
1"
1 1
4" 3
4" 1"
1 1
4" F1
1 14.1 1
2" F2
1" 1.5
F3
1 18.2
1 2"
CITY OF CARSON
250317 of 37
LANDSCAPE IMPROVEMENT PLANS:
PH: 310 464 8404
3825 DEL AMO BOULEVARD
TORRANCE, CA 90503
WWW.BREENDESIGN.COM
RIVERSIDE, CA 92504
WWW.CWDG.COM
PH: 951 369 0700
7111 INDIANA AVE, SUITE 300 CARSON STREET MEDIAN AND
AVALON STREET MEDIAN
SEAL: MATCHLINE, SEE RIGHT ABOVE MATCHLINE, SEE SHEET LI-10 MATCHLINE, SEE SHEET LI-8 MATCHLINE, SEE LEFT BELOW KEY PLAN (N.T.S.)
AVALON BOULEVARD CARSON STREET
AVALON BOULEVARD
405 SAN DIEGO FREEWAY
SHEET
LP-1
SHEET
LP-2
SHEET
LP-3
SHEET
LP-4
SHEET
LP-5
SHEET
LP-6
SHEET
LP-7
SHEET
LP-8
SHEET
LP-9
SHEET
LP-10
SHEET
LP-11 213TH ST DESFORD ST
GRACE AVE 219TH ST 220TH ST
DEL AMO BLVD
DURMONT ST
ELSMERE DR ALBURTONI ST VICTORIA ST 186ND ST 184ND ST 182ND ST 189ND ST LOYOLA AVE UNIVERSITY DR DURMONT ST MLK JR. ST
NORTH 0 20' 40' 80'
IRRIGATION PLANS ARE DIAGRAMMATIC IN NATURE. IRRIGATION MAINLINE AND ALL VALVES TO BE LOCATED ON PROJECT PROPERTY, IN PLANTER AREAS WHERE POSSIBLE. NO IRRIGATION EQUIPMENT IS TO BE INSTALLED IN STREETS, DRIVE AISLES OR BUILDINGS.
REFERENCE INFORMATION MAY BE PRESENTED VIA LINE COLOR AND STYLE OR LINEWEIGHT SIZE AND STYLE. CWDG IS NOT RESPONSIBLE FOR PLANS REPRODUCED BY OTHERS OR PLANS PRINTED IN BLACK & WHITE OR MONOCHROME.
Know what'sbelow.
Call before you dig.
R
12 LI-9
3 ADDENDUM 3
3 3
3 3
3 3
3 3
3 3
AVALON BOULEVARD HARBOR VILLAGE
T T
T T T
T T
1 1
2" 3
4" F4
1 27.6
1 2" F5
1" 4.5
AVALON BOULEVARD ALBERTONI STREET
T T T
1 1
2"
F
F6
1 29.1
1 2" #5
A EXISTING P.O.C. #5
CONTROLLER F:
CONTRACTOR SHALL VERIFY EXISTING INFRASTRUCTURE
AND MODIFY AS NEEDED FOR NEW CALSENSE EQUIPMENT.
THIS SHALL INCLUDE AS REQUIRED NEW: - MOUNTING PADS, CONDUIT, POWER CONNECTION, WIRING TO FIELD, PULL BOXES ETC. AS NEEDED FOR
COMPLETE, TURN KEY OPERATION.
CITY OF CARSON
250317 of 37
LANDSCAPE IMPROVEMENT PLANS:
PH: 310 464 8404
3825 DEL AMO BOULEVARD
TORRANCE, CA 90503
WWW.BREENDESIGN.COM
RIVERSIDE, CA 92504
WWW.CWDG.COM
PH: 951 369 0700
7111 INDIANA AVE, SUITE 300 CARSON STREET MEDIAN AND
AVALON STREET MEDIAN
SEAL: MATCHLINE, SEE RIGHT ABOVE MATCHLINE, SEE BELOW MATCHLINE, SEE SHEET LI-9 KEY PLAN (N.T.S.)
AVALON BOULEVARD CARSON STREET
AVALON BOULEVARD
405 SAN DIEGO FREEWAY
SHEET
LP-1
SHEET
LP-2
SHEET
LP-3
SHEET
LP-4
SHEET
LP-5
SHEET
LP-6
SHEET
LP-7
SHEET
LP-8
SHEET
LP-9
SHEET
LP-10
SHEET
LP-11 213TH ST DESFORD ST
GRACE AVE 219TH ST 220TH ST
DEL AMO BLVD
DURMONT ST
ELSMERE DR ALBURTONI ST VICTORIA ST 186ND ST 184ND ST 182ND ST 189ND ST LOYOLA AVE UNIVERSITY DR DURMONT ST MLK JR. ST
NORTH 0 20' 40' 80'
IRRIGATION PLANS ARE DIAGRAMMATIC IN NATURE. IRRIGATION MAINLINE AND ALL VALVES TO BE LOCATED ON PROJECT PROPERTY, IN PLANTER AREAS WHERE POSSIBLE. NO IRRIGATION EQUIPMENT IS TO BE INSTALLED IN STREETS, DRIVE AISLES OR BUILDINGS.
REFERENCE INFORMATION MAY BE PRESENTED VIA LINE COLOR AND STYLE OR LINEWEIGHT SIZE AND STYLE. CWDG IS NOT RESPONSIBLE FOR PLANS REPRODUCED BY OTHERS OR PLANS PRINTED IN BLACK & WHITE OR MONOCHROME.
Know what'sbelow.
Call before you dig.
R
13 LI-10 MATCHLINE, SEE SHEET LI-11
1 1 ADDENDUM 1
3 ADDENDUM 3
3 3
3 3 3 3 3
3 3 3
MH
AVALON BOULEVARD
GARDENA FREEWAY
ALBERTONI STREET ALBERTONI STREET
T
T
T
T T
3 4" 1
1 4" 1
1 4" 1
1 4" F7
2.51"
F8
1 22.7
1 2" F9
1 21.6
1 2"
2"
CITY OF CARSON
250317 of 37
LANDSCAPE IMPROVEMENT PLANS:
PH: 310 464 8404
3825 DEL AMO BOULEVARD
TORRANCE, CA 90503
WWW.BREENDESIGN.COM
RIVERSIDE, CA 92504
WWW.CWDG.COM
PH: 951 369 0700
7111 INDIANA AVE, SUITE 300 CARSON STREET MEDIAN AND
AVALON STREET MEDIAN
SEAL:
KEY PLAN (N.T.S.)
AVALON BOULEVARD CARSON STREET
AVALON BOULEVARD
405 SAN DIEGO FREEWAY
SHEET
LP-1
SHEET
LP-2
SHEET
LP-3
SHEET
LP-4
SHEET
LP-5
SHEET
LP-6
SHEET
LP-7
SHEET
LP-8
SHEET
LP-9
SHEET
LP-10
SHEET
LP-11 213TH ST DESFORD ST
GRACE AVE 219TH ST 220TH ST
DEL AMO BLVD
DURMONT ST
ELSMERE DR ALBURTONI ST VICTORIA ST 186ND ST 184ND ST 182ND ST 189ND ST LOYOLA AVE UNIVERSITY DR DURMONT ST MLK JR. ST
MATCHLINE, SEE SHEET LI-10
NORTH 0 20' 40' 80'
IRRIGATION PLANS ARE DIAGRAMMATIC IN NATURE. IRRIGATION MAINLINE AND ALL VALVES TO BE LOCATED ON PROJECT PROPERTY, IN PLANTER AREAS WHERE POSSIBLE. NO IRRIGATION EQUIPMENT IS TO BE INSTALLED IN STREETS, DRIVE AISLES OR BUILDINGS.
REFERENCE INFORMATION MAY BE PRESENTED VIA LINE COLOR AND STYLE OR LINEWEIGHT SIZE AND STYLE. CWDG IS NOT RESPONSIBLE FOR PLANS REPRODUCED BY OTHERS OR PLANS PRINTED IN BLACK & WHITE OR MONOCHROME.
Know what'sbelow.
Call before you dig.
R
14 LI-11
3 ADDENDUM 3
3 3 3
3 3
CARSON STREET
CONTROLLER 'G' LOCATED WEST OF
GRACE AVE NEAR DOLORES ST.
T T T
3 4" 3
4" 3
4" #6
2 1/2"
2 1/2"
G2
1.51"
G3
6.311"
G1
3.861"
A
G
EXISTING P.O.C. #6
CONTROLLER G:
CONTRACTOR SHALL VERIFY EXISTING INFRASTRUCTURE
AND MODIFY AS NEEDED FOR NEW CALSENSE EQUIPMENT.
THIS SHALL INCLUDE AS REQUIRED NEW:
- MOUNTING PADS, CONDUIT, POWER CONNECTION,
WIRING TO FIELD, PULL BOXES ETC. AS NEEDED FOR
COMPLETE, TURN KEY OPERATION. EXISTING AREAS NOTE:
- EXISTING AREAS TO RECEIVE NEW CALSENSE
CONTROL ONLY. CONTRACTOR SHALL UPDATE
VALVES AS NEEDED TO MATCH / CONTINUE NEW
NUMBERING. CONTROLS SHALL INCLUDE NEW TAGS,
VALVE LIDS, AND BRANDING AS NEEDED.
MH
MH MH
CARSON STREET AVALON BOULEVARD T T T
T
T
T
T T T T T T T
T T T T T T T
1"
1"
1"
2 1/2"
G4
12.41"
G5
1" 10
CITY OF CARSON
250317 of 37
LANDSCAPE IMPROVEMENT PLANS:
PH: 310 464 8404
3825 DEL AMO BOULEVARD
TORRANCE, CA 90503
WWW.BREENDESIGN.COM
RIVERSIDE, CA 92504
WWW.CWDG.COM
PH: 951 369 0700
7111 INDIANA AVE, SUITE 300 CARSON STREET MEDIAN AND
AVALON STREET MEDIAN
SEAL: MATCHLINE, SEE RIGHT ABOVE MATCHLINE, SEE SHEET LI-13 MATCHLINE, SEE LEFT BELOW KEY PLAN (N.T.S.)
AVALON BOULEVARD CARSON STREET
AVALON BOULEVARD
405 SAN DIEGO FREEWAY
SHEET
LP-1
SHEET
LP-2
SHEET
LP-3
SHEET
LP-4
SHEET
LP-5
SHEET
LP-6
SHEET
LP-7
SHEET
LP-8
SHEET
LP-9
SHEET
LP-10
SHEET
LP-11 213TH ST DESFORD ST
GRACE AVE 219TH ST 220TH ST
DEL AMO BLVD
DURMONT ST
ELSMERE DR ALBURTONI ST VICTORIA ST 186ND ST 184ND ST 182ND ST 189ND ST LOYOLA AVE UNIVERSITY DR DURMONT ST MLK JR. ST
NORTH 0 20' 40' 80'
IRRIGATION PLANS ARE DIAGRAMMATIC IN NATURE. IRRIGATION MAINLINE AND ALL VALVES TO BE LOCATED ON PROJECT PROPERTY, IN PLANTER AREAS WHERE POSSIBLE. NO IRRIGATION EQUIPMENT IS TO BE INSTALLED IN STREETS, DRIVE AISLES OR BUILDINGS.
REFERENCE INFORMATION MAY BE PRESENTED VIA LINE COLOR AND STYLE OR LINEWEIGHT SIZE AND STYLE. CWDG IS NOT RESPONSIBLE FOR PLANS REPRODUCED BY OTHERS OR PLANS PRINTED IN BLACK & WHITE OR MONOCHROME.
Know what'sbelow.
Call before you dig.
R
15 LI-12
1 1 ADDENDUM 1
MH MH
CARSON STREET AVALON BOULEVARD
T
T
T
T T T T
1"
3 4" H1
8.361"
H2
3.51"
MH MH BONITA STREET
CARSON STREET
T T T T T T T T T T T T T T T T T T T
1 1 1" 4" #7
H3
1" 9.5
H4
1 16.3 1
2" A
H
EXISTING P.O.C. #7
CONTROLLER H:
CONTRACTOR SHALL VERIFY EXISTING INFRASTRUCTURE
AND MODIFY AS NEEDED FOR NEW CALSENSE EQUIPMENT.
THIS SHALL INCLUDE AS REQUIRED NEW:
- MOUNTING PADS, CONDUIT, POWER CONNECTION,
WIRING TO FIELD, PULL BOXES ETC. AS NEEDED FOR
COMPLETE, TURN KEY OPERATION.
EXISTING AREAS NOTE:
- EXISTING AREAS TO RECEIVE NEW CALSENSE
CONTROL ONLY. CONTRACTOR SHALL UPDATE
VALVES AS NEEDED TO MATCH / CONTINUE NEW
NUMBERING. CONTROLS SHALL INCLUDE NEW TAGS,
VALVE LIDS, AND BRANDING AS NEEDED.
CITY OF CARSON
250317 of 37
LANDSCAPE IMPROVEMENT PLANS:
PH: 310 464 8404
3825 DEL AMO BOULEVARD
TORRANCE, CA 90503
WWW.BREENDESIGN.COM
RIVERSIDE, CA 92504
WWW.CWDG.COM
PH: 951 369 0700
7111 INDIANA AVE, SUITE 300 CARSON STREET MEDIAN AND
AVALON STREET MEDIAN
SEAL: MATCHLINE, SEE RIGHT ABOVE MATCHLINE, SEE SHEET LI-14 MATCHLINE, SEE SHEET LI-12 MATCHLINE, SEE LEFT BELOW KEY PLAN (N.T.S.)
AVALON BOULEVARD CARSON STREET
AVALON BOULEVARD
405 SAN DIEGO FREEWAY
SHEET
LP-1
SHEET
LP-2
SHEET
LP-3
SHEET
LP-4
SHEET
LP-5
SHEET
LP-6
SHEET
LP-7
SHEET
LP-8
SHEET
LP-9
SHEET
LP-10
SHEET
LP-11 213TH ST DESFORD ST
GRACE AVE 219TH ST 220TH ST
DEL AMO BLVD
DURMONT ST
ELSMERE DR ALBURTONI ST VICTORIA ST 186ND ST 184ND ST 182ND ST 189ND ST LOYOLA AVE UNIVERSITY DR DURMONT ST MLK JR. ST
NORTH 0 20' 40' 80'
IRRIGATION PLANS ARE DIAGRAMMATIC IN NATURE. IRRIGATION MAINLINE AND ALL VALVES TO BE LOCATED ON PROJECT PROPERTY, IN PLANTER AREAS WHERE POSSIBLE. NO IRRIGATION EQUIPMENT IS TO BE INSTALLED IN STREETS, DRIVE AISLES OR BUILDINGS.
REFERENCE INFORMATION MAY BE PRESENTED VIA LINE COLOR AND STYLE OR LINEWEIGHT SIZE AND STYLE. CWDG IS NOT RESPONSIBLE FOR PLANS REPRODUCED BY OTHERS OR PLANS PRINTED IN BLACK & WHITE OR MONOCHROME.
Know what'sbelow.
Call before you dig.
R
16 LI-13
1 1 ADDENDUM 1
CARSON STREET
T
T
T
T T
T
T T T T T T T T T T
1 1
4" 1
1 4" 1"
H5
91"
H6
14.51 1
2"
EXISTING AREAS NOTE:
- EXISTING AREAS TO RECEIVE NEW CALSENSE
CONTROL ONLY. CONTRACTOR SHALL UPDATE
VALVES AS NEEDED TO MATCH / CONTINUE NEW
NUMBERING. CONTROLS SHALL INCLUDE NEW TAGS,
VALVE LIDS, AND BRANDING AS NEEDED.
CARSON STREET SAN DIEGO FREEWAY 405
T T
CITY OF CARSON
250317 of 37
LANDSCAPE IMPROVEMENT PLANS:
PH: 310 464 8404
3825 DEL AMO BOULEVARD
TORRANCE, CA 90503
WWW.BREENDESIGN.COM
RIVERSIDE, CA 92504
WWW.CWDG.COM
PH: 951 369 0700
7111 INDIANA AVE, SUITE 300 CARSON STREET MEDIAN AND
AVALON STREET MEDIAN
SEAL: MATCHLINE, SEE RIGHT ABOVE MATCHLINE, SEE SHEET LI-13 MATCHLINE, SEE LEFT BELOW KEY PLAN (N.T.S.)
AVALON BOULEVARD CARSON STREET
AVALON BOULEVARD
405 SAN DIEGO FREEWAY
SHEET
LP-1
SHEET
LP-2
SHEET
LP-3
SHEET
LP-4
SHEET
LP-5
SHEET
LP-6
SHEET
LP-7
SHEET
LP-8
SHEET
LP-9
SHEET
LP-10
SHEET
LP-11 213TH ST DESFORD ST
GRACE AVE 219TH ST 220TH ST
DEL AMO BLVD
DURMONT ST
ELSMERE DR ALBURTONI ST VICTORIA ST 186ND ST 184ND ST 182ND ST 189ND ST LOYOLA AVE UNIVERSITY DR DURMONT ST MLK JR. ST
NORTH 0 20' 40' 80'
IRRIGATION PLANS ARE DIAGRAMMATIC IN NATURE. IRRIGATION MAINLINE AND ALL VALVES TO BE LOCATED ON PROJECT PROPERTY, IN PLANTER AREAS WHERE POSSIBLE. NO IRRIGATION EQUIPMENT IS TO BE INSTALLED IN STREETS, DRIVE AISLES OR BUILDINGS.
REFERENCE INFORMATION MAY BE PRESENTED VIA LINE COLOR AND STYLE OR LINEWEIGHT SIZE AND STYLE. CWDG IS NOT RESPONSIBLE FOR PLANS REPRODUCED BY OTHERS OR PLANS PRINTED IN BLACK & WHITE OR MONOCHROME.
Know what'sbelow.
Call before you dig.
R
17 LI-14
G
CITY OF CARSON
250317 of 37
LANDSCAPE IMPROVEMENT PLANS:
PH: 310 464 8404
3825 DEL AMO BOULEVARD
TORRANCE, CA 90503
WWW.BREENDESIGN.COM
RIVERSIDE, CA 92504
WWW.CWDG.COM
PH: 951 369 0700
7111 INDIANA AVE, SUITE 300 CARSON STREET MEDIAN AND
AVALON STREET MEDIAN
SEAL:
E F
A B C
1 2
3 4
5 6
8 Wire Connections
1. STRIP WIRES APPROX. 5/8" FROM ENDS
2. ALIGN WIRE ENDS
3. INSERT WIRES INTO CONNEC AND TIGHTEN UNTIL SECURE
4. INSERT CONNECTOR INTO 3M DBR/Y-6 600 VOLT DIRECT BURY WIRE SPLICE OR APPROVED EQUAL.
MAKE SURE CONNECTOR RESTS ON BOTTOM OF TUBE
5. FOLD WIRES INTO THE CHANNELS
6. CLOSE CAP
7. COMPLETED WATERPROOF WIRE CONNECTION
NOTE: CALSENSE MANUFACTURER REQUIREMENTS FOR WIRE
CONNECTIONS TO TAKE PRECEDENCE WHERE APPLICABLE.
QCV
2 5
13 9
6 3
7 6
8 12
4 11 1
10 NOTE:
USE TEFLON TAPE ON ALL
MALE PIPE THREADS.
6"-12" 2" 4" 18"-24"
1. 10" ROUND PLASTIC VALVE BOX WITH
LOCKING LID AND SS BOLT. BOX AND LID TO
BE PURPLE
2. HEAT BRAND "QCV" ON LID IN 2" HIGH
CHARACTERS
3. FINISH GRADE
4. 3/4" CRUSHED ROCK 4" DEEP
5. QUICK COUPLER PER LEGEND
6. PVC SCH 80 NIPPLE LENGTH AS REQUIRED
7. PVC SCH 40 STREET ELL - TxT
8. PVC SCH 40 ELL - TxT
9. SCH 40 PVC MAINLINE FITTING
10. PVC SCH 40 MAINLINE PIPING PER
EQUIPMENT LEGEND
11. WALK, CURB, OR WALL, ETC.
12. #4 REBAR, 18" MINIMUM LENGTH SUPPORT
STAKE
13. STAINLESS STEEL CLAMP - 2 REQ. 2" IN PLANTER 1/2" IN TURF Quick Coupler Valve D
NOTES:
BUNDLE AND TAPE WIRES AT 12'O.C. PIGTAIL AND LOOP CONTROL WIRES AT ALL 90° CHANGES IN DIRECTION. SPLICING OF WIRE RUNS IS NOT ALLOWED UNLESS APPROVED BY THE OWNER'S REPRESENTATIVE. 36" MIN. COVER IS REQUIRED FOR RECLAIMED WATER MAINLINE (WHERE APPLICABLE).
INSTALL 1'x1'X1' THRUST BLOCK AT ALL TERMINAL POINTS ON MAINLINE. 2 3
1 5
4 6 12"
6" 24" MIN. SEE SPECS
1. FINISH GRADE
2. CLEAN BACKFILL - 90% COMPACTION REQUIRED - SEE SPECS
3. NON-PRESSURE LATERAL LINE PER LEGEND
4. PRESSURE SUPPLY LINE PER LEGEND
5. CONTROL WIRES - INSTALL BELOW PRESSURE SUPPLY LINE
6. PROVIDE 2" OF CLEAN BACKFILL BELOW PRESSURE MAINLINE Trenching
NOTES:
SIZE ALL SLEEVES PER SLEEVING CHART ON PLANS. EXTEND SLEEVES 12" BEYOND EDGE OF HARDSCAPE ON BOTH ENDS.
RECLAIMED WATER SLEEVES TO BE A MINIMUM 42"-48" DEEP (OR PER WATER DISTRICT STANDARDS) WHERE APPLICABLE. 2 3
1 6
4 5 6" 2"
12" SEE CHART BELOW
<3" 24"
36"3"+
30"<3"
36"3"+
LANDSCAPE
VEHICULAR
PAVING
PRESSURE
MAINLINE
<3" 12"
18"3"+
24"<3"
30"3"+
LANDSCAPE
VEHICULAR
PAVING
NON PRESSURE
LATERAL
1. HARDSCAPE (TYPICAL)
2. CLEAN BACKFILL - 90% COMPACTION REQUIRED - SEE
SPECS
3. SAND (TYPICAL)
4. NON-PRESSURE LATERAL LINE/ SLEEVE (SIZE PER CHART)
5. CONTROL WIRE SLEEVE ADJACENT TO MAINLINE SLEEVE
(SIZE PER CHART) 6. PRESSURE SUPPLY LINE / SLEEVE
(SIZE PER CHART)
Sleeving Air Relief Valve
* 1/2" IN TURF, 2" IN SHRUB AREAS
AIR
18"-24"
MIN.
* 7
2 3
12 11
4 11
10 8
7 7
5 1
13 6
9 NOTE:
USE TEFLON TAPE ON ALL
MALE PIPE THREADS
1. 'JUMBO' PLASTIC VALVE BOX WITH
LOCKING COVER
2. HEAT BRAND "AIR" ON LID IN 2" HIGH
CHARACTERS
3. FINISH GRADE
4. AIR RELEASE VALVE PER LEGEND
5. 3/4" PEA GRAVEL - 6" DEEP MIN.
6. COMMON BRICK - 4 REQUIRED
7. IRRIGATION MAINLINE - SIZE AND
LENGTH AS REQUIRED
8. SCH 40 PVC ELL - SxS
9. SCH 40 PVC MALE ADAPTER
10. BRONZE BALL VALVE
11. SCH 80 NIPPLE - LENGTH AS REQUIRED
12. SCH 40 PVC TEE - SxSxT
13. VALVE BOX EXTENSION AS REQUIRED
H 3"
3 1
4 5
8 9
8 7
1 10
11 2
2 8
6 8
1. 10" ROUND VALVE BOX WITH BOLT DOWN COVER. (INDEPENDENT FROM ALL OTHER BOXES) USE STAINLESS BOLT, NUT AND WASHER. DO NOT CUT ADDITIONAL HOLES IN BOX
2. SLIP X MIPT SCH. 40 PVC ADAPTER (2 REQUIRED)
3. 18" LENGTH OF POLYETHYLENE TUBING FOR FLUSHING OUTSIDE OF BOX
4. FINISH GRADE IN SHRUB AREAS - 3" BELOW TOP OF BOX
5. SCH. 40 PVC BALL VALVE - LINE SIZE
6. 3/4" PEA GRAVEL. FILL TO TOP OF VALVE BOX HOLES
7. LANDSCAPE FABRIC
8. PVC SCH. 40 FIPT X FIPT ELL (3 REQUIRED)
9. FINISH GRADE IN TURF AREAS - 1" BELOW TOP OF BOX
10. 8" PVC SCH. 80 RISER
11. DRIP TUBING LATERAL LINE PER PLAN
Manual Flush Valve
Drip Control Valve Assembly
NOTES:
TEE OFF MAINLINE
TO BE SAME SIZE
AS LATERAL LINE
EXITING VALVE.
ONLY REDUCE PIPE
SIZE AT VALVE.
1. FINISH GRADE/TOP OF MULCH
2. JUMBO PLASTIC VALVE BOX WITH BOLT DOWN LID
AND SS BOLT - HEAT BRAND STATION NUMBER ON
LID IN 2" HIGH CHARACTERS. BOX COLOR TO BE
PURPLE
3. 36-INCH LINEAR LENGTH OF WIRE, COILED
4. WATERPROOF WIRE CONNECTION
5. BALL VALVE
6. 'CHRISTYS' I.D. TAG PER VALVE NUMBER
7. REMOTE CONTROL VALVE
8. PRESSURE REGULATING QUICK CHECK BASKET
FILTER
9. PVC SCH 40 FEMALE ADAPTOR
10. LATERAL PIPE PER PLAN
11. PVC SCH 80 NIPPLE (LENGTH AS REQUIRED)
12. PVC SCH 40 ELL
13. PVC SCH 80 NIPPLE (2-INCH LENGTH, HIDDEN)
AND PVC SCH 40 ELL
14. PVC SCH 40 TEE OR ELL
15. MAINLINE PIPE
16. 3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED
GRAVEL
17. PVC SCH 80 NIPPLE
18. COMMON BRICK - 4 REQUIRED
1 3 2
4 6
7 5
11 12
11 17
16 15
14 13
8 9
10 12" 24"
18 2" IN PLANTER 1/2" IN TURF
NOTES:
TEE OFF MAINLINE TO BE
SAME SIZE AS LATERAL LINE
EXITING VALVE. ONLY
REDUCE PIPE SIZE AT
VALVE.
A-1
A1
12 2
3 9
8 15
11 6 1 13 4
14 5
10 18"-24" 6" 12"
Remote Control Valve
7 2"
1. ELECTRIC CONTROL VALVE PER LEGEND
2. 12"x18" PLASTIC VALVE BOX WITH BOLT DOWN
LID AND SS BOLT - HEAT HEAT BRAND STATION
NUMBER ON LID IN 2" HIGH CHARACTERS. BOX
AND LID TO BE PURPLE
3. FINISH GRADE
4. PVC SCH 40 MALE ADAPTER - SIZE AS REQUIRED
- TYP. OF 2
5. WATERPROOF WIRE CONNECTOR WITH 36"
COILED EXPANSION LOOP
6. WIRES FROM CONTROLLER
7. COMMON WIRE TO OTHER VALVES ON SAME
CONTROLLER
8. COMMON BRICK - 4 REQUIRED
9. PVC LATERAL LINE PER LEGEND
10. PVC SCH 40 ELL - SxS
11. PVC MAINLINE PER LEGEND
12. SCH 40 PVC MAINLINE FITTING
13. 3/4" DIA. GRAVEL - 6" DEEP
14. 'CHRISTY'S' I.D. TAG PER VALVE NUMBER
15. PVC UNION - SIZE AS REQUIRED
16. VALVE BOX EXTENTION(S) AS REQUIRED
16 2" IN PLANTER 1/2" IN TURF
18 LI-15
CITY OF CARSON
250317 of 37
LANDSCAPE IMPROVEMENT PLANS:
PH: 310 464 8404
3825 DEL AMO BOULEVARD
TORRANCE, CA 90503
WWW.BREENDESIGN.COM
RIVERSIDE, CA 92504
WWW.CWDG.COM
PH: 951 369 0700
7111 INDIANA AVE, SUITE 300 CARSON STREET MEDIAN AND
AVALON STREET MEDIAN
SEAL:
E F
A B C D
G
1 2
3 4
5 1
2 LEGEND:
ECO INDICATOR - HM.EI.01
3 4 PVC LATERAL PIPE
FINISHED GRADE
ADJACENT MULCH
5 SWING JOINT
GENERAL NOTE:
- THE DRIP INDICATOR NEEDS TO BE INSTALLED
VISUALLY FROM THE ACTIVATING VALVE.
Drip Indicator
NOTES:
ALL PERIMETER LATERALS ARE TO BE 2'' TO 4'' FROM THE EDGE OF PLANTER AREA. CONTRACTOR TO SIZE PVC SUPPLY MANIFOLD TO COMPENSATE FOR FLUSH VALVE FLOWS. THE TOTAL LENGTH OF ALL INTERCONNECTED DRIP LINE SHALL NOT EXCEED THE MAXIMUM RUN LENGTH. 4 6
1 5
2 1. PVC PIPE (PER LEGEND)
2. SCH. 40 PVC TEE
3. LANDSCAPE DRIP TUBING (PER LEGEND)
4. SCH. 40 PVC MALE ADAPTER
5. COMPRESSION ADAPTER FITTING
6. SCH. 40 PVC CROSS
7. COMPRESSION COUPLING
8. COMPRESSION ELBOW FITTING
9. COMPRESSION TEE FITTING
3 8
3 9
3 7
3 3
Dripline Fittings
6 4
3 2
1 2"
** ** 5
7 1. TOP OF MULCH
2. LANDSCAPE DRIP LINES
3. FINISH GRADE IN PLANTER AREAS, BACKFILL OVER DRIPLINE
4. FINISHED GRADE
5. SUB-GRADE OF NATIVE SOIL
6. (**) LATERAL DRIP LINE SPACING PER PLAN
7. RAINBIRD TDS-050 TIE-DOWN STAKE AT 3' O.C. MAX.
Dripline Burial
6 2
8 9
3 NOTES:
ALL PERIMETER LATERALS ARE TO BE 2'' TO 4'' FROM THE EDGE OF PLANTER AREA.
FV
AV
1 4
6 2 5
7 1. AUTOMATIC FLUSH VALVE (PER LEGEND) PLUMBED TO TUBING
2. AREA PERIMETER
3. LANDSCAPE DRIP TUBING (PER LEGEND)
4. PVC FLUSH MANIFOLD
5. REMOTE CONTROL VALVE WITH FILTER AND PRESSURE REGULATOR (SEE RCV DETAIL)
6. MANIFOLD-TO-ELBOW CONNECTION
7. PVC SUPPLY MANIFOLD
8. AIR/VACUUM RELIEF VALVE (PER LEGEND) PLUMBED TO BLANK
TUBING AT EACH HIGH POINT
9. AIR/RELIEF BLANK TUBING LATERAL ON MOUNDS OR BERMS
Dripline End Connection
FV
AV
FV
6 2
8 9
3 NOTES:
ALL PERIMETER LATERALS ARE TO BE 2'' TO 4'' FROM THE EDGE OF PLANTER AREA.
1 4
6 2 1
4 5 7 6 3
1. AUTOMATIC FLUSH VALVE (PER LEGEND) PLUMBED TO TUBING
2. AREA PERIMETER
3. LANDSCAPE DRIP TUBING (PER LEGEND)
4. PVC FLUSH MANIFOLD
5. REMOTE CONTROL VALVE WITH FILTER AND PRESSURE
REGULATOR (SEE RCV DETAIL)
6. MANIFOLD-TO-ELBOW CONNECTION
7. PVC SUPPLY MANIFOLD
8. AIR/VACUUM RELIEF VALVE (PER LEGEND) PLUMBED TO BLANK
TUBING AT EACH HIGH POINT
9. AIR/RELIEF BLANK TUBING LATERAL ON MOUNDS OR BERMS
Dripline Center Connection
NOTES:
ALL PERIMETER LATERALS ARE TO BE 2'' TO 4'' FROM THE EDGE OF PLANTER AREA. CONTRACTOR TO SIZE PVC SUPPLY MANIFOLD TO COMPENSATE FOR FLUSH VALVE FLOWS. THE TOTAL LENGTH OF ALL INTERCONNECTED DRIP LINE SHALL NOT EXCEED THE MAXIMUM RUN LENGTH. 2 7
3 8
5 6
FV AV
6 2
4 1
3 3
9 2
1. AUTOMATIC FLUSH VALVE (PER LEGEND) PLUMBED TO TUBING
2. AREA PERIMETER
3. LANDSCAPE DRIP TUBING (PER LEGEND)
4. PVC FLUSH MANIFOLD
5. REMOTE CONTROL VALVE WITH FILTER AND PRESSURE REGULATOR (SEE RCV DETAIL)
6. MANIFOLD-TO-ELBOW CONNECTION
7. PVC SUPPLY MANIFOLD
8. AIR/VACUUM RELIEF VALVE (PER LEGEND) PLUMBED TO BLANK TUBING AT EACH HIGH POINT
9. COMPRESSION TEE FITTING
Dripline In Odd Curves
NOTES:
ALL PERIMETER LATERALS ARE TO BE 2'' TO 4'' FROM THE EDGE OF PLANTER AREA. CONTRACTOR TO SIZE PVC SUPPLY MANIFOLD TO COMPENSATE FOR FLUSH VALVE FLOWS.
FV FV FV
AV AV AV
7 8
2 5
7 1 4 3 7 6
PR
9 PR PR
7 1. AUTOMATIC FLUSH VALVE (PER LEGEND) PLUMBED TO TUBING
2. AREA PERIMETER
3. LANDSCAPE DRIP TUBING (PER LEGEND)
4. PVC FLUSH MANIFOLD
5. REMOTE CONTROL VALVE WITH FILTER AND PRESSURE REGULATOR (SEE
RCV DETAIL)
6. MANIFOLD-TO-ELBOW CONNECTION
7. PVC SUPPLY MANIFOLD
8. AIR/VACUUM RELIEF VALVE (PER LEGEND) PLUMBED TO BLANK TUBING
AT EACH HIGH POINT
9. PRESSURE REGULATOR LOCATED AT EACH SUPPLY MANIFOLD
Dripline Multiple Connections H
* INSTALL ASSEMBLY WITH CAP FLUSH TO GRADE
3 2
5 7
9 1
4 5
10 6
8 1. TREE TRUNK
2. TREE ROOTBALL
3. TREE SUPPORT STRUCTURE PER PLANTING PLAN
4. PLANT BACKFILL PER PLANTING PLAN
5. BUBBLER ASSEMBLY PER IRRIGATION LEGEND (2 PER TREE)
6. FINISH GRADE
7. UNDISTURBED NATIVE SOIL
8. PVC LATERAL LINE PER LEGEND
9. SCH 40 PVC TEE AROUND PLANTING PIT
10. PEA GRAVEL IN BASE OF DRAIN PIPE
PLAN VIEW
8 9
5 1
3 5
9 8
Tree Bubbler Heads
GV
18"-24"
2"
2 3
7 5
8 9
6 4
NOTES: 1
USE TEFLON TAPE ON ALL
MALE PIPE THREADS.
Gate Valve
1. 10" ROUND PLASTIC VALVE BOX WITH
LOCKING LID AND SS BOLT SIZED AS
REQUIRED. COLOR TO BE PURPLE
2. HEAT BRAND "GV" ON LID IN 2" HIGH
CHARACTERS
3. FINISH GRADE
4. 3/4" CRUSHED ROCK - 4" DEEP
5. GATE VALVE PER LEGEND
6. COMMON BRICK - 4 REQUIRED
7. ADAPT TO MAINLINE AS NECESSARY
8. MAINLINE PIPING PER LEGEND
9. VALVE BOX EXTENSIONS AS REQUIRED
2" IN PLANTER
1/2" IN TURF
I
19 LI-16
CITY OF CARSON
250317 of 37
LANDSCAPE IMPROVEMENT PLANS:
PH: 310 464 8404
3825 DEL AMO BOULEVARD
TORRANCE, CA 90503
WWW.BREENDESIGN.COM
RIVERSIDE, CA 92504
WWW.CWDG.COM
PH: 951 369 0700
7111 INDIANA AVE, SUITE 300 CARSON STREET MEDIAN AND
AVALON STREET MEDIAN
SEAL:
IRRIGATION
PART 1 - GENERAL
Refer to standard contract documentation for items outside of technical installation scope.
1.01 GENERAL CONDITIONS:
A. Provide all labor, materials, tools, transportation, equipment and incidentals necessary to perform the work as indicated on the Irrigation Plans and as herein specified to install a complete and fully functioning Automatic Irrigation system providing full coverage of all planted areas.
1.02 SCOPE OF WORK:
A. Irrigation materials and equipment.
B. Installation standards.
C. System location and layout.
D. Excavation and backfill.
E. Installation of pipe, equipment, and appurtenances.
F. Water flow meters.
G.Field quality control - Coverage Tests, as builts, and 3rd party water audit.
H. Plant irrigation establishment period.
I. Clean up.
1.03 REFERENCES:
A. The Standard Specifications for Public Works Construction, “Greenbook”, latest edition at the time of Bid, is reference as if herein contained and the contractor shall keep a copy at the project site. These Specifications shall supersede conflicts with information given in the “Greenbook”, unless otherwise determined by the Owner or their designated representative.
B. American Society for Testing and Materials (ASTM):
1. ASTM A53, ASTM D1557,ASTM D1785, ASTM D2241, ASTM D2464, ASTM D2466, ASTM D2564,
C. California Code of Regulations, Title 24:
1. Part 3 California Electrical Code
D. Underwriters Laboratories Inc. (UL):
1. UL 651 Schedule 40 and 80 Rigid PVC Conduit.
1.04 VERIFICATION OF DIMENSIONS:
A. Dimensions and layout are approximate, before proceeding with any work, Contractor shall verify all dimension and shall immediately inform the L.A. and owner of any discrepancies between the drawings and/or specifications and actual field conditions. No work shall be done in any area where there is such a discrepancy until approval has been given by L.A. and owner. Any work done without notification and prior approval will be the sole responsibility of the Contractor to remedy as required by L.A. and Owner.
1.05 SUBMITTALS:
A. Existing Static water pressure/ Water service size verification:
Contractor to document readings in writing on Contractors form that list time & date, reading in PSI, location, and type of gauge used in addition to date stamped photographs of readings. Contractor to document all points of service including both potable and recycled.
Final results shall be submitted to the Owners representative prior to purchase of equipment and material.
B. Materials List:
1. Complete material list shall be submitted prior to performing any work. Catalog data and full descriptive literature must be submitted whenever the use of the item is different than those specified is requested. Notarized certificate must be submitted by plastic pipe and fitting manufacturer indicating that material complies with specifications, unless material has been previously approved.
2. Material list shall be submitted using the following format (double spaced between each item):
Item Description Manufacturer Model
1. Pressure Pipe Lasco Sch. 40
2. Lawn Head Rainbird 1804-SAM-PRS
Etc. Etc. Etc. Etc.
C. Record Drawings:
1. Record accurately on one set of contract drawings all changes in the work constituting departures from the original contract drawings daily including noting when work was done.
2. The changes and dimensions shall be recorded in a legible and workmanlike manner to the satisfaction of the Owners Representative. Prior to final inspection of work, submit record drawings to Owners Representative for approval.
3. Dimensions shall be from two permanent points of reference (buildings, monuments, sidewalks, curbs, pavement, etc.). Data to be shown on record drawing shall be recorded day to day as the project is being installed. All lettering on drawings shall be minimum 1/8 inch in size.
4. Show locations and depths of the following items:
a. Point of connection.
e. Routing of sprinkler pressure lines (dimension maximum 100 feet along routing) and Routing of control wires.
f. Gate valves/ Isolation valves and Sprinkler control valves. g. Quick coupling valves.
h. Related equipment (as may be directed).
5. Maintain record drawings on-site at all times. Upon completion of work, transfer all as-built information to clean blackline print for reproduction and create a digital PDF.
D. Operation and Maintenance Manual: Operation and Maintenance Data, for submittal requirements. As a minimum, provide operation and maintenance instructions for the following items:
1. Electric Remote-Control Valves (including master control valves);
2. Irrigation Controller including Satellite Irrigation Controllers;
3. Water Flow Meters; and
4. Irrigation Controller support Software and Accessories.
1.05 QUALITY ASSURANCE:
A. The landscape irrigation system shall consist of a completely automatic, electrically-controlled bubbler, drip, and spray-irrigation system. The system shall be installed to provide complete coverage with minimum maintenance. The irrigation system shall be installed to prevent overspray onto walks and structures.
B. The irrigation system shall avoid conflicts with plant materials, lighting standards, sign posts, architectural features, above and below ground utilities, and drainage system. Contractor responsible for coordination with other trades to verify acceptable locations to avoid conflicts in addition to providing additional heads or adjustments as required.
C. Irrigation piping layout is schematic, showing location of pipes and fittings close to landscape areas is not always possible graphically. All equipment shall be located inside the landscape areas.
D. Planting Irrigation establishment period is specified in the Planting Specifications and is the same duration as the Plant Establishment period..
1.06 SEQUENCE AND SCHEDULING:
A. Contractor to coordinate layout and installation of irrigation sleeves, conduits, and piping under paved areas and other features prior to their construction with other trades.
B. Coordinate installation of irrigation system with excavation of planting beds and backfilling of planting beds with topsoil.
C. The irrigation system shall be installed, tested, and fully automatic prior to installation of plant material.
D. Tree and plant locations shall be staked or flagged in the field prior to installation of irrigation pipe and heads/emitters. Refer to the plant list on the Contract Drawings for plant setbacks and spacing requirements.
1.07 EXISTING UTILITIES:
A. Existing utilities and conditions: Prior to cutting into the soil, locate all cables, conduits, sewer lines, septic systems, and other utilities commonly encountered underground and take proper precautions not to damage or disturb such improvements. If a conflict exists between such obstacles and the proposed work, promptly notify the L.A. and Owner who will give direction. Proceed in the same manner if a rock layer or any other conditions encountered underground make changes advisable.
1. Where investigation of subsurface conditions has been made by a qualified body in areas in which local materials may be obtained, the Contractor may request the use of such information but will be solely responsible for its verification and accuracy
2. It is the Contractors sole responsibility to verify any located or demarked utilities via pot holing or other method prior to start of excavation. Failure to do so will result in all damages being the sole responsibility of the Contractor.
1.08 INSPECTIONS:
A. Inspections will be required for:
1. Pressure test of irrigation main line.
2. Coverage test.
3. Manufacture certification, for warranty, verification of installation per manufacture requirements.
4. Final inspection/start of maintenance. Final inspection shall be performed by the Owners Representative and Landscape Architect. All sensors, gauges, grounding, and accessories must be installed and functioning/programmed per manufacture. A third party water audit by a Certified Landscape Irrigation Auditor per MWELO requirements must be completed and final report supplied prior to inspection.
5. Completion of maintenance and owner's Final acceptance.
B. Inspection Requests:
1. Contractor shall notify the Owners Representative and Landscape Architect in advance for requesting all inspections as follows:
Pressure supply line installation and testing - 36 hours (1- 2 working days) System layout - 36 hours (1- 2 working days)
Coverage Tests - 36 hours (1- 2 working days)
Final Inspection - 48 hours (2 working days)
2. When inspections have been conducted by other approved personnel, the Contractor shall show evidence in writing of when and by whom these inspections were made including a signature of the referenced Inspector.
3. No inspection will commence without updated "record" prints. In the event the Contractor calls for an inspection without the appropriate required information or completed work the the inspection will be terminated and the Contractor charged for the inspectors time and must reschedule.
C. Closing in Un-inspected Work:
1. Do not allow or cause any of the work of this section to be covered up or enclosed until it has been inspected, tested, and approved by the Owners Representative.
2. Any additional inspections required due to the Contractors actions, such as failing to have work inspected or covering it prior will- result in additional inspections charged by the current hourly rate of the Landscape Architect or Certified Irrigation designer/Auditor including travel time and expenses.
D. Coverage Test/ Adjustments:
1. When the sprinkler system is completed, Contractor shall perform a coverage test in the presence of the Owners Representative and the Landscape Architect to determine if the water coverage for planting areas is complete and adequate. This test shall be accomplished before any planting.
2. Any adjustment required for proper coverage shall be the Contractors Responsibility, and shall include field adjustments and additions as needed to head layout as directed by the Landscape Architect. All additional cost associated with final system tuning and adjustments shall be the Contractors Responsibility.
E. Hydrostatic Tests:
1. All pressure lines shall be tested under a hydrostatic pressure of 150 psi for a period of not less than two hours or per local governing regulation- whichever is greater.
2. All hydrostatic tests shall be made in the presence of the Owners Representative. No pressure line shall be backfilled until it has been inspected, tested, and approved in writing.
F. Contractor shall furnish necessary force pump and all other test equipment.
1.09 TURNOVER ITEMS:
A. Controller Charts:
1. Record drawings must be approved by Owners representative before charts are prepared.
2. Provide one controller chart for each automatic controller. Chart shall show the area covered by controller.
3. The chart is to be a reduced copy of the actual "record" drawing. In the event the controller sequence is not legible when the drawing is reduced, it shall be enlarged to a readable size.
4. Chart shall be a blackline print with a different color used to show the area of coverage for each station.
5. When completed and approved, the chart shall be hermetically sealed between two pieces of plastic, each piece being a minimum 20 mils in thickness.
B. Operation and Maintenance Manuals:
1. Two individually bound copies of operation and maintenance manuals shall be delivered to the Owners Representative 10 calendar days prior to final inspection. The manuals shall describe the material installed.
2. Each complete, bound manual shall include the following information:
a. Index sheet stating Contractor's address and telephone number, duration of guarantee period, list of equipment including names and addresses of local manufacturer representatives.
b. Complete operating and maintenance instructions for all equipment. c. Spare parts lists and related manufacturer information for all equipment.
C. Equipment:
1. Supply as part of this contract the following items:
a. 4 additional sprinkler heads and or emitter of each type and spray pattern shown. b. Two (2) wrenches for disassembly and adjustment of each type of sprinkler head involved.
c. 10 additional drip emitters of each type and flow rate shown. d. 25' of each type of drip tubing used per plan, and 6 of each fittings used. e. Two keys for each automatic controller.
D. Contractor to supply and verify with the Owners Representative what type of padlocks and keys are required for enclosures that can be padlocked. Each locking mechanism must have 4 copies of the correct key for turnover to the Owners Representative. Depending on actual enclosures per plan this includes locks for gates, any needed chains/cables, and other security instruments for the protection of Irrigation equipment.
E. Third party writer audit shall be supplied by contractor at their cost. Final report shall be submitted for approval prior to punch walk.
1.12 GUARANTEE:
A. General:
The entire sprinkler system, including all work done under this contract, shall be guaranteed against all defects and fault of material and workmanship for a period of one (1) year following the filing of the Notice of Completion. All materials used shall carry a manufacturer's guarantee of one (1) year.
Should any problem with the irrigation system be discovered within the guarantee period, it shall be corrected by the Contractor at no additional expense to the Owner within ten (10) calendar days of receipt of written notice from the Owners Representative. When the nature of the repairs as determined by the Owners Representative constitute an emergency (e.g. broken pressure line) the Owner may proceed to make repairs at the Contractor's expense. Any and all damages to existing improvement resulting either from faulty materials or workmanship, or from the necessary repairs to correct same, shall be repaired to the satisfaction of the Owners Representative by the Contractor, all at no additional cost to the Owner.
PART 2 - MATERIALS
2.01 GENERAL:
A. Materials and or equipment installed or furnished shall be new and in pristine condition.
Materials that have faded, are dirty, or have been improperly stored will be rejected and shall be removed from the site and replaced at no expense to the Owner.
B. All materials shall be stored per manufactures recommendation and protected from, weather, construction activities, and vandalism/theft.
2.02 PIPE:
A. Pressure supply line from point of connection through backflow prevention unit shall be Type 'K' brass or copper pipe or per local code requirments.
B. Pressure supply lines 2-1/2 inches in diameter and up to 6 inches in diameter downstream of backflow prevention unit shall be Class 315 PVC.
C. Pressure supply lines 2 inches in diameter and smaller downstream of the backflow prevention unit shall be Schedule 40 solvent weld PVC.
D. Non-pressure lines shall be Schedule 40 solvent weld PVC.
2.03 COPPER PIPE AND FITTINGS:
A. Copper pipe shall be Type 'K', hard tempered ASTM B 88 and fittings shall be wrought solder joint type in accordance with ANSI B16.22.
B. Joints shall be soldered with silver solder, conforming to ASTM B206.
2.04 BRASS PIPE AND FITTINGS:
A. Brass pipe shall be 85 percent red brass, ANSI, Schedule 40 screwed pipe.
B. Fittings shall be medium brass, screwed 125-pound class.
2.05 GALVANIZED STEEL PIPE AND FITTINGS:
A. All galvanized steel pipe shall be Schedule 40, threaded, coupled, and hot-dipped galvanized, and shall comply with the requirements of ASTM A 120-66 or ASTM A 53-67.
B. All fittings for galvanized steel pipe shall be 150-pound rated galvanized malleable iron, banded pattern.
C. Pipe sizes indicated on the drawings are nominal inside diameter, unless otherwise noted.
2.06 CONDUIT:
A. Conduit: Provide rigid non-metallic conduit conforming to UL Standard No. 651 for rigid nonmetallic conduit, such as Schedule 40 PVC conduit, unless otherwise indicated.
2.07 PLASTIC PIPE AND FITTINGS:
A. All plastic pipe shall bear the following markings: manufacturer's name, nominal pipe size, schedule or class, type of material, pressure rating in psi, NSF seal of approval, and the date of extrusion.
B. All plastic pipe shall be extruded of an improved PVC virgin pipe compound.
C. Rubber gasket PVC pipe, couplings, and fittings shall conform to ASTM D 1784 Type I, Grade I, 2,000-psi design stress. Couplings, rubber gaskets, and fittings shall be as approved by the pipe manufacturer.
D. Ring-type rubber gasket couplings shall permit a 5 degree deflection of the pipe at each coupling (2-1/2 degree each side) without exfiltration or infiltration, cracking or breaking.
E. All fittings shall be standard weight Schedule 40 and shall be injection molded of an improved PVC fitting compound. Threaded plastic fittings shall be injection molded. All tees and ells shall be side gated.
F. When connection is plastic to metal, male adapters shall be used. The male adapter shall be hand tightened, plus one turn with a strap wrench. Joint compound shall be nonhardening sealing compound compatible with plastics. Compound must not lubricate the joint.
G. All threaded nipples shall be standard weight Schedule 80 with molded threads.
H. All solvent cementing of plastic pipe and fittings shall be a two-step process, using primer and solvent cement applied per the manufacturer's recommendations. Cement shall be of a fluid consistency, not gel-like or ropy.
I. Solvent cementing shall be neat and demonstrate quality workmanship- Primer and Glue shall not be used in excess or applied in a way to affect the portions of the pipe that are not part of the actual connected joint. Any joints with excessive runs/drips, trails, or globing of Glue and or Primer shall be cut out in whole and replaced at cost by the Contractor until an acceptable professional product is completed and accepted by the Owners Representative.
2.08 BACKFLOW PREVENTION UNITS:
A. The backflow prevention unit shall be as indicated on the drawings.
2.09 BACKFLOW PREVENTION ENCLOSURE:
A. The backflow prevention device enclosure shall be as indicated on the drawings or approved substitute. Install one for each backflow device.
2.10 BOOSTER PUMP:
A. The Pump unit shall be as indicated on the drawings if required.
2.11 VALVES:
A. Gate and Ball Valves:
1. Ball valves 2 inches or smaller shall have screwed joints and brass bodies.
2. All gate valves larger than 3 inches in diameter shall have 2-inch-square operating units and have an arrow cast in the metal indicating the direction of opening. Valves shall have iron body and be bronze mounted.
3. All gate valves larger than 2 inches and up to 3 inches in diameter shall conform to (1) or (2) above.
4. All gate valves shall have a minimum working pressure of not less than 150 psi and shall conform to AWWA standards.
B. Quick Coupling Valves:
1. Body of valves shall be brass with a wall thickness guaranteed to withstand normal working pressure of 150 psi without leakage. Valves shall have 3/4-inch female threads opening at base, with two-piece body. Construct valves to be operated only with a coupler, designed for that purpose. Coupler is inserted into valve and a positive, watertight connection shall be made between coupler and valve. Hinge cover shall be brass with a yellow rubber-like vinyl cover bonded to it.
C. Remote Control Valves:
1. Valves shall be spring-loaded, self-cleaning, packless diaphragm activated, of a normally closed type.
2.12 VALVE BOXES:
A. Valve boxes shall be fabricated from a durable, weather-resistant plastic material resistant to sunlight and chemical action of soils, color to be green unless otherwise specified by plans B. The valve box cover shall be secured with a hidden latch mechanism or bolts.
C. The cover and box shall be capable of sustaining a load of 1,500 pounds.
D. Valve box extensions shall be by the same manufacturer as the valve box.
E. Gate valve boxes shall be round plastic boxes with bolt-down covers marked "GV," heat branded in 2" high characters; AMETEK or approved equal.
F. Remote control valve boxes shall be rectangular plastic boxes with bolt-down covers marked "RCV"; and with the valve identification number heat branded in 2" high characters; AMETEK or approved equal.
G. Valve boxes shall be sized to fit all equipment with ample room for operation and any required maintenance tasks, Contractor to adjust as needed per field conditions and final assembly of components at no additional cost.
2.13 AUTOMATIC CONTROLLER:
A. Automatic controller and enclosure shall be as called for on the plans
2.14 ELECTRICAL:
A. All electrical equipment shall be NEMA Type 3, waterproofed for exterior installation.
B. All electrical work shall conform to local codes and ordinances.
2.15 WIRING:
A. Remote control wire shall be direct-burial AWG-UF type, sized according to manufacturer's specifications per the drawings, and in no case smaller than 14 gauge.
B. Connections shall be either Spears Dri Splice or 3M DBR/Y Direct burial type connectors per the details.
C. Common wires shall be white in color. (Where two or more controllers are used, the common wires shall be white with a different color stripe for each controller.) Control wires shall be black (where two or more controllers are used, the control wires shall be a different color for each controller.) These colors shall be noted on as-built plans located on controller door.
D. Two wire systems shall use the required specified wire and connectors per the manufacture.
2.16 SPRINKLERS:
A. Sprinklers shall be as called for on the plans.
2.17 FERTIGATION:
A. If called for on the plans shall be provided by Eco-Fert fertigation. Contractor shall coordinate installation and programming with Eco-Fert. Eco-Fert System Number EFSS-FP1.
Coordinate Installation with Eco-Fert (949) 766-5800 and include all piping, conduits and electrical service for installation.
PART 3 - EXECUTION
3.01 GENERAL:
A. Water Supply:
1. Connections to or for the installation of the water supply shall be at the locations shown on the drawings. Any changes caused by actual site conditions shall be made at no additional cost to the Owner.
B. Electrical Service:
1. Contractor shall make and supply all electrical connections including conduit, wiring, and support breakers/switches to supply the irrigation controller, booster pump, and fertigation system in addition to any required ancillary equipment.
C. Layout:
1. Layout irrigation system prior to excavation and make minor adjustments required due to differences between site and diagrammatic drawings/plans. All equipment to be located within planter areas. It is the Contractors responsibility to notify the Landscape Architect of any items of concern prior to start of installation. Any changes in layout or design by the Contractor not disclosed and approved prior by the Landscape Architect are made at the Contractors sole liability.
D. Diagrammatic Intent:
1. The drawings are purposely diagrammatic, due to scale it is impossible to show all items in their actual location on the plan. The size and location of equipment and fixtures are drawn to scale where possible to show overall system makeup and design. Provide offsets in piping and changes in equipment locations as necessary to conform with structures, hardscape, and to avoid obstructions or conflicts with other work. Contractor shall not willfully install any equipment that would be out of place, cause issue/ interference with other work, or appear to be out of location per industry standards. All equipment shall be located in landscape areas with consistent offsets from hardscape unless specifically approved by the Owners Representative prior to installation for any non-conforming circumstances.
E. Modifications:
1. Contractor shall make modifications to the irrigation system to avoid blockage of sprinkler irrigation patterns, to prevent overspray and excessive runoff onto walkway and parking areas, and to provide full irrigation coverage to the planted areas. Such modifications also include adjusting locations and or adding heads as required to spray around trees, light poles, sign posts, other objects that obstruct spray pattern, and any other adjustments required due to field conditions unknow at the time of design. All cost's associated with Modifications are the Contractors sole responsibility as they shall be considered included as part of the bid.
F. Grades:
1. Before starting work, carefully check all grades to determine that the site is properly graded and work may safely proceed, keeping within the specified material depths with respect to finish grade.
G. Inspections:
1. Prior to all work of this section, carefully inspect the current work of all other trades and verify that all such work is complete to the point where this installation may properly commence. Any installation prior to the completion of other trades that requires work to be adjusted or redone is the sole responsibility of the contractor.
2. Verify existing grades are correct and that proper coverage per the details and final equipment locations and heights are correct. Any work installed that is found to be incorrectly installed per the details that requires adjustment to equipment or pipe relocation is the sole responsibility of the Contractor.
3. Verify that irrigation system may be installed in strict accordance with all pertinent codes and regulations, the original design, the referenced standards, and the manufacturer's recommendations.
H. Discrepancies:
1. In the event of discrepancy, notify the Owners Representative and the Landscape Architect prior to starting work.
2. Do not proceed with installation in areas of discrepancy until all discrepancies have been resolved and approval of solution has been granted in writing.
3. Failure of the Contractor to accurately lay out or knowingly install the system in a way that creates design inadequacies without prior acknowledgement to the Owners Representative will be the direct responsibility of the Contractor to remedy without any additional costs or impact to the Owner.
I. Field Measurements:
1. Contractor shall be responsible to make all necessary measurements in the field to ensure precise fit of items in accordance with the original design. Contractor shall coordinate the installation of all irrigation materials with all other trades, including the proper location of required sleeves, and support items that may involve other trades.
3.02 INSTALLATION STANDARDS:
A. The landscape irrigation system shall be installed in accordance with applicable requirements of the California Plumbing Code and California Electrical Code, and the requirements of the jurisdictional water company or utility district.
B. Manufactured materials and equipment shall be installed in accordance with the respective manufacturer's instructions for the location and conditions including any manufacture specific requirements such as specialized connectors and or hardware regardless of there specific inclusion in the plans or details.
3.03 TRENCHING:
A. Dig trenches and support pipe continuously on bottom of ditch. Lay pipe to an even grade and snake for contraction and expansion requirements. Trenching excavation shall follow layout indicated on drawings to the depths below finished grade and as noted. Where lines occur under paved area, these dimensions shall be considered below subgrade.
B. Contractor responsible for all trenching activities which shall be in accordance with current safety and OSHA requirements.
C. Provide minimum cover of 24 inches, maximum 30 inches on pressure supply lines 3 inches and larger.
D. Provide minimum cover of 18 inches, maximum 24 inches on pressure supply lines 2-1/2 inches and smaller.
E. Provide minimum cover of 4” for subsurface drip lines, or as recommended by the subsurface drip line manufacture.
F. Provide minimum cover of 18 inches, maximum 24 inches for control wires.
G. Provide minimum cover of 12 inches, maximum 16 inches for non-pressure lines.
H. Provide minimum cover of 24 inches, maximum 30 inches for all pipe sleeved under paving.
I. Provide minimum cover of 36 inches in infiltration areas (6” minimum backfill cover over pipe beneath gravel layer).
J. When two pipes are to be placed in the same trench, maintain a six-inch space between pipes as a minimum. No pipe shall be installed directly over or next to another.
K. For pressurized lines, snake as needed in the trench to allow for minor expansion and contraction depending on the type of pipe used. Follow manufactures recommendations.
L. Where it is necessary to excavate adjacent to existing trees, the Contractor shall avoid injury to trees and tree roots. Excavation in areas where 2-inch and larger roots occur shall be done by hand. All roots 2 inches and larger in diameter shall be tunneled under and shall be heavily wrapped with wet burlap to prevent scarring or drying. Where trenching machine is run close to trees having roots smaller than 2 inches in diameter, the wall of the trench adjacent to the tree shall be hand trimmed, making a clean cut through the roots. Roots 1 inch and larger in diameter shall be painted with two coats of Tree Seal or approved equal.
Trenches adjacent to trees shall be closed within 24 hours. Any damage to tree root structure and resulting decline will be the sole responsibility of the Contractor.
M.After trenches have been excavated, pipe shall be installed, tested, and inspected, and the trench shall be backfilled and compacted without undue delay.
3.04 PIPING:
A. Piping under existing pavement may be installed by jacking, boring, or hydraulic driving. No hydraulic driving is permitted under asphaltic concrete pavement.
B. Cutting or breaking of existing pavement is not permitted.
C. Carefully inspect all pipe and fittings before installation, removing dirt, scale, and burrs and reaming; install pipe with all markings up for visual inspection and verification.
D. Exercise care in handling, loading, unloading, and storing plastic pipe and fittings; store plastic pipe and fittings under cover until ready to install; transport plastic pipe on a vehicle with a bed long enough to allow the pipe to lay flat, avoid undue bending and any concentrated external load.
E. Remove all dented, crushed, scratched, and damaged pipe sections.
F. Contractor shall install concrete thrust blocking at all changes of direction and terminal points of pressure pipe per plans and for a pipe 3" and larger as a standard..
G. All lines shall have a minimum clearance of 6 inches from each other and 12 inches from lines of other trades.
H. Parallel lines shall not be installed directly over one another.
I. In solvent welding/ cementing, use only the specified primer and solvent cement and make all joints in strict accordance with the manufacturer's recommended methods; allow solvent welds at least 15 minutes setup time before moving or handling and 24 hours curing time before filling.
J. Solvent welding/cementing shall be neat and demonstrate quality workmanship- Primer and Glue shall not be used in excess or applied in a way to affect the portions of the pipe that are not part of the actual connected joint. Any joints with excessive runs/drips, trails, or globing of Glue and or Primer shall be cut out in whole and replaced at cost by the Contractor until an acceptable professional product is completed and accepted by the Owners Representative
K. 360-degree applicators shall be used to apply primer and solvent on sizes - 2 inches and larger.
L. Center load all plastic pipe prior to pressure testing.
M.All threaded plastic-to-plastic connections shall be assembled using Teflon tape.
N. For plastic-to-metal connections, work the metal connections first. Use a nonhardening pipe dope on all threaded plastic-to-metal connections, except where noted otherwise.
O. Snake all piping to allow for expansion and contraction due to environmental conditions.
3.05 ASSEMBLIES:
A. Install all assemblies specified herein according to the respective detail drawings or specifications, using best standard practice.
B. Install backflow assemblies at locations approved in the field and at height required by local codes.
C. Valves shall be installed in Landscape areas whenever possible per Owners Representative standards.
D. Each valve box shall be installed on a foundation of gravel backfill; 3 cubic feet minimum.
Place boxes on common bricks bedded in backfill per details. Valve boxes shall be installed with their tops ½” inch above the surface of surrounding finish grade in lawn areas and 2” inch above the surface of surrounding finish grade in shrub areas or per details.
E. Valve box risers or extensions shall be installed as needed per field conditions at no additional cost, they shall be by the same manufacture as the installed box.
F. Areas with evidence burying rodents on site or adjacent will require metal fabric or wire mesh installed under boxes prior to gravel and shall be placed at all other possible entry points to protect the equipment from damage. All cost associated with wire fabric installation shall be the responsibility of the contractor.
3.06 BACKFILLING:
A. Before pipeline trenches are backfilled, the irrigation system shall be pressure tested and the location of irrigation heads modified as required to obtain complete and uniform coverage of each plant's root ball. Refer to field quality control requirements specified herein.
B. Initial backfill on all lines shall be of fine granular material with no foreign matter larger than 2 inch in size. Reference section 217-1.1 of the “Greenbook” for further requirements of bedding material. All protruding rocks or other material capable of damaging pipe will shall be removed from trench walls or bottom prior to placement of pipes or conduits.
C. Compaction of backfill in landscaped areas shall be not less than that of surrounding ground as determined by ASTM D1557.
D. Backfill shall be tamped in 4-inch lifts under the pipe and uniformly on both sides for the full width of the trench and the full length of the pipe. Materials shall be sufficiently damp to permit thorough compaction, free of voids. Backfill shall be compacted to dry density equal to adjacent undisturbed soil and shall conform to adjacent grades.
E. Flooding in lieu of tamping is not allowed without specific prior approval.
F. Under no circumstances shall truck wheels be used to compact soil.
G. Provide washed sand backfill a minimum of 6 inches over and under all piping under paved areas.
3.07 CONTROLLER:
A. The exact location of the controller shall be approved by the Owners Representative before installation. The electrical service shall be coordinated to this location by the Contractor.
B. Fertigation controller will be located next to fertigation unit per plan if included.
Maintenance access shall be provided.
C. Pump starter shall be connected to controller pump starter relay switch.
D. The irrigation system shall be programmed to operate during the periods of minimal use of the design area, and for maximum efficiency.
E. Testing/Certifications Requirements:
1. All manufacturer requirements for certification and or warranty release of the system in addition to electrical code requirements are the Contractors responsibility to meet and supply proof in the form of documentation of inspection and compliance.
3.08 WIRING:
A. Wiring shall occupy the same trench and shall be installed along the same route as the pressure supply lines and shall be located below the supply lines wherever possible.
B. Where more than one wire is placed in a trench, the wiring shall be taped together at intervals of 10 feet.
C. All connections shall be of an approved type and shall occur in a valve box. Provide an 18-inch service loop at each connection.
D. An expansion loop of 12 inches shall be provided at each wire connection and/or directional turn, and one of 24 inches shall be provided at each remote-control valve.
E. A continuous run of wire shall be used between a controller and each remote-control valve.
Under no circumstances shall splices be used without prior approval.
3.09 FLUSHING THE SYSTEM:
A. Prior to installation of sprinkler heads, the valves shall be opened and a full head of water used to flush out the lines and risers.
B. Sprinkler heads shall be installed after flushing the system has been completed.
3.10 SPRINKLERS HEADS:
A. Sprinkler heads shall be installed as designated on the drawings and per Owners Representative standards.
B. Spacing of heads shall not exceed maximum indicated on the drawings.
3.11 ADJUSTING THE SYSTEM:
A. Contractor shall adjust valves, align heads, and verify coverage and pressure levels of each system prior to coverage test.
B. If it is determined by the Owners Representative that additional adjustments, heads or nozzle changes/ additions will be required to provide proper coverage, all necessary changes or adjustments shall be made prior to acceptance and any planting.
C. The entire system shall be operating automatically with permanent water and power properly before any planting operations commence.
3.12 PLANT ESTABLISHMENT:
A. Contractor to continually check and adjust the system for proper run times, coverage, and function throughout the Plant Establishment Period listed in planting specifications.
3.13 COMPLETION CLEANING:
A. Upon completion of the work, Contractor shall smooth all ground surfaces; remove excess materials, rubbish, debris, etc.; sweep adjacent streets, curbs, gutters, walkways, and trails; and remove construction equipment from the premises. Contractor is responsible for removing and cleaning any tracking, tire marking, or other visible signs of damage to existing facilities.
20 LI-17
MHMH MH 220TH STREET
AVALON BOULEVARD 219TH STREET
ST
ST
TR
TR
TR
KA
KA
KA KA
KA KN
TR TR KN
TR
TR
TR
TR TR
ST
ST TR
TR
KA KN KN
TR TR TR TR
EXISTING HARDSCAPE EXISTING HARDSCAPE
EXISTING HARDSCAPE MH MH
AVALON BOULEVARD
ST
ST TR
TR KA KA KA KN
TR TR TR TR KA KA KA
KA KA KA
KN KN
TR
TR TR
TR
ST
ST
TR
TR
AD
AD
TR
TR TR
KN
KA KA KA
KA KA
CH CH
EXISTING HARDSCAPE EXISTING HARDSCAPE EXISTING HARDSCAPE EXISTING HARDSCAPE
EXISTING HARDSCAPE
PLANT PALETTE
BOTANIC NAME COMMON NAME SIZE/SPACING WUCOLS QTY.
SHRUBS
TREES DETAIL
5 GAL MOD
5 GAL LOW
5 GAL LOW
6 7
Asparagus densiflorus 'Myers'
Kniphofia caulescens
FOXTAIL FERN
TORCH LILY
5 GAL LOW 20
Strelitzia reginae BIRD OF PARADISE
Kalanchoe daigremontiana MOTHER OF THOUSANDS
AD 5 GAL MOD 2
KN
ST
KA
'D','E' SHEET LP-15
'D','E' SHEET LP-15
'D','E' SHEET LP-15
'D','E' SHEET LP-15
TR Tradescantia pallida 'variegata' VARIEGATED PURPLE HEART 'D','E' SHEET LP-15 Chamaerops humilis var. 24" BOX LOW 3
cerifera
BLUE ATLAS FAN PALM 'A','B','C' SHEET LP-15
CH Chondropetalum tectorum SMALL CAPE RUSH 5 GAL LOW 2 'D','E' SHEET LP-15 Phoenix dactylifera 'Deglet 15' BTH LOW 6
Noor'
DEGLET NOOR DATE PALM
NOTE: NON-FRUITING MALE SPECIES ONLY
'A','B','C' SHEET LP-15
29 HARDSCAPE
3" MIN LAYER DECOMPOSED GRANITE
CALIFORNIA GOLD
1,150 S.F. LP-16 'A'
RANDOM STONE STAMPED CONCRETE FROM
BRICKFORM
370 S.F. LP-16 'B'
NOTES:
THESE PLANS COVER PLANTING AREAS ONLY. ALL EXISTING HARDSCAPE TO REMAIN. · PLANT SYMBOL SIZE REPRESENTS PLANT AT MATURE SIZE, PLANT SPACING AS SHOWN ON PLAN. · TREES/ SHRUBS/ GROUNDCOVERS MAY BE NATIVE TO CALIFORNIA. ANY REQUESTED SUBSTITUTIONS MADE DUE TO AVAILABILITY SHALL BE CALIFORNIA NATIVE SPECIES SHALL BE PRIOR APPROVED BY LANDSCAPE ARCHITECT. · PLANT COUNTS ARE SHOWN FOR CONTRACTOR CONVENIENCE ONLY - CONTRACTOR SHALL VERIFY ORDER OF ACTUAL SYMBOL COUNT PER PLAN FROM THEIR OWN PERSONNEL'S TAKE-OFF OF. · ALL PLANT MATERIAL 15 GALLON AND LARGER SHALL BE SPOTTED FOR FINAL LOCATION PRIOR TO EXCAVATION BY OWNERS REPRESENTATIVE. · PLANTING ADJUSTMENTS/ REALIGNMENT DUE TO FINAL FIELD LOCATIONS OF UTILITIES SHALL BE INCLUDED AS PART OF CONTRACTOR BID. · ALL TREES WITHIN 5' OF HARDSCAPE SHALL RECEIVE ROOT BARRIER PER DETAILS · PLANT WATER USE VALUES ARE PER WUCOLS IV PLANT LIST
· SOIL AMENDMENT/SOIL MANAGEMENT PLAN SHALL BE PER RECOMMENDATIONS PROVIDED WITHIN THE
AGRONOMIC SOIL TEST/ REPORT INCLUDED WITHIN THE PLANTING DETAILS · CONTRACTOR SHALL COMPLETE PLANTING PIT INFILTRATION TESTS PRIOR TO TREE/SHRUB PLANTING WITH
VERIFICATION FROM LANDSCAPE ARCHITECT AND OR THE OWNER'S REPRESENTATIVE, ANY ADDITIONAL REQUIRED
ROOT ZONE DRY WELLS, OR BREATHER TUBES SHALL BE INCLUDED BASED UPON SOIL MANAGEMENT REPORT FINDINGS AND LOW PERCOLATION TREE DRY WALL DETAIL · THE CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED LANDSCAPE AREAS
BEYOND THE LIMIT OF WORK, INCLUDING REPAIRING ANY IRRIGATION LINES/SPRINKLER HEADS, WHERE DAMAGE IS A DIRECT RESULT OF LANDSCAPE CONSTRUCTION ACTIVITIES AND OR THEIR SUB-CONTRACTOR'S ACTIVITIES.
REPLACEMENT ITEMS SHALL BE EXACT DUPLICATION OF ORIGINAL WORK OR PLANTS, UNLESS OTHERWISE APPROVED BY THE OWNER'S REPRESENTATIVE. · SIGHT LINES WILL NOT BE AFFECTED BY ALL PLANTING WITHIN THE MEDIANS.
CITY OF CARSON
250317 of 37
LANDSCAPE IMPROVEMENT PLANS:
PH: 310 464 8404
3825 DEL AMO BOULEVARD
TORRANCE, CA 90503
WWW.BREENDESIGN.COM
RIVERSIDE, CA 92504
WWW.CWDG.COM
PH: 951 369 0700
7111 INDIANA AVE, SUITE 300 CARSON STREET MEDIAN AND
AVALON STREET MEDIAN
SEAL: MATCHLINE, SEE RIGHT ABOVE MATCHLINE, SEE SHEET LP-2 MATCHLINE, SEE LEFT BELOW KEY PLAN (N.T.S.)
AVALON BOULEVARD CARSON STREET
AVALON BOULEVARD
405 SAN DIEGO FREEWAY
SHEET
LP-1
SHEET
LP-2
SHEET
LP-3
SHEET
LP-4
SHEET
LP-5
SHEET
LP-6
SHEET
LP-7
SHEET
LP-8
SHEET
LP-9
SHEET
LP-10
SHEET
LP-11 213TH ST DESFORD ST
GRACE AVE 219TH ST 220TH ST
DEL AMO BLVD
DURMONT ST
ELSMERE DR ALBURTONI ST VICTORIA ST 186ND ST 184ND ST 182ND ST 189ND ST LOYOLA AVE UNIVERSITY DR DURMONT ST MLK JR. ST
NORTH 0 20' 40' 80'
REFERENCE INFORMATION MAY BE PRESENTED VIA LINE COLOR AND STYLE OR LINEWEIGHT SIZE AND STYLE. CWDG IS NOT RESPONSIBLE FOR PLANS REPRODUCED BY OTHERS OR PLANS PRINTED IN BLACK & WHITE OR MONOCHROME.
Know what'sbelow.
Call before you dig.
R
21 LP-1
1 1 ADDENDUM 1
2 ADDENDUM 2
2 2
2 2
2 2
2 2 2
MH MH MH MH MH MH CARSON STREET
AVALON BOULEVARD
ST
ST
TR
TR
TR
AD
AD
KA KA KA
KA KA
TR TR TR TR TR
TR TR KN
KN
KA KA KA
KA
KN
ST
ST
TR
TR
AD
TR AD
TR
TR
KA KA
KA
KA
KA
KN
ST
ST
TR TR
TR
AD
AD TR
TR
TR ST
TR TR
AD
TR
KA TR
KA KA
KA KA
KN
TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR
TR
TR
TR
TR
TR
TR
TR
TR TR TR
TR TR TR TR TR TR TR TR TR TR TR TR TR
KA
KA KA
KA KA
KN
ST
ST
TR AD
AD
TR
TR
TR
CH CH CH CH
EXISTING HARDSCAPE MH MH DESFORD STREET MH
AVALON BOULEVARD
ST
ST
TR TR
AD
TR
TR KN
KA
KA
KA
KA KA KA
KA
TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR
TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR
TR
TR
TR
TR
TR
TR
TR
TR TR TR
ST ST
TR KA KA
KN
TR
TR
TR ST
ST
TR
TR
AD
ST
AD
TR TR
TR
TR
TR
TR
KA
KA KA
KA KA
KN
KN
KA
KA
KA KN
KN
KA
TR
TR
TR
CH CH CH
EXISTING HARDSCAPE
CH
EXISTING HARDSCAPE
EXISTING HARDSCAPE
EXISTING HARDSCAPE
PLANT PALETTE
BOTANIC NAME COMMON NAME SIZE/SPACING WUCOLS QTY.
SHRUBS
TREES DETAIL
5 GAL MOD
5 GAL LOW
5 GAL LOW
15 11
Asparagus densiflorus 'Myers'
Kniphofia caulescens
FOXTAIL FERN
TORCH LILY
5 GAL LOW 42
Strelitzia reginae BIRD OF PARADISE
Kalanchoe daigremontiana MOTHER OF THOUSANDS
AD 5 GAL MOD 11
KN
ST
KA
'D','E' SHEET LP-15
'D','E' SHEET LP-15
'D','E' SHEET LP-15
'D','E' SHEET LP-15
TR Tradescantia pallida 'variegata' VARIEGATED PURPLE HEART 'D','E' SHEET LP-15 Chamaerops humilis var. 24" BOX LOW 8
cerifera
BLUE ATLAS FAN PALM 'A','B','C' SHEET LP-15
CH Chondropetalum tectorum SMALL CAPE RUSH 5 GAL LOW 8 'D','E' SHEET LP-15 Phoenix dactylifera 'Deglet 15' BTH LOW 10
Noor'
DEGLET NOOR DATE PALM
NOTE: NON-FRUITING MALE SPECIES ONLY
'A','B','C' SHEET LP-15
188
HARDSCAPE
3" MIN LAYER DECOMPOSED GRANITE
CALIFORNIA GOLD
3,711 S.F. LP-16 'A'
STAMPED CONCRETE 635 S.F. LP-16 'B'
NOTES:
THESE PLANS COVER PLANTING AREAS ONLY. ALL EXISTING HARDSCAPE TO REMAIN. · PLANT SYMBOL SIZE REPRESENTS PLANT AT MATURE SIZE, PLANT SPACING AS SHOWN ON PLAN. · TREES/ SHRUBS/ GROUNDCOVERS MAY BE NATIVE TO CALIFORNIA. ANY REQUESTED SUBSTITUTIONS MADE DUE TO AVAILABILITY SHALL BE CALIFORNIA NATIVE SPECIES SHALL BE PRIOR APPROVED BY LANDSCAPE ARCHITECT. · PLANT COUNTS ARE SHOWN FOR CONTRACTOR CONVENIENCE ONLY - CONTRACTOR SHALL VERIFY ORDER OF ACTUAL SYMBOL COUNT PER PLAN FROM THEIR OWN PERSONNEL'S TAKE-OFF OF. · ALL PLANT MATERIAL 15 GALLON AND LARGER SHALL BE SPOTTED FOR FINAL LOCATION PRIOR TO EXCAVATION BY OWNERS REPRESENTATIVE. · PLANTING ADJUSTMENTS/ REALIGNMENT DUE TO FINAL FIELD LOCATIONS OF UTILITIES SHALL BE INCLUDED AS PART OF CONTRACTOR BID. · ALL TREES WITHIN 5' OF HARDSCAPE SHALL RECEIVE ROOT BARRIER PER DETAILS · PLANT WATER USE VALUES ARE PER WUCOLS IV PLANT LIST
· SOIL AMENDMENT/SOIL MANAGEMENT PLAN SHALL BE PER RECOMMENDATIONS PROVIDED WITHIN THE
AGRONOMIC SOIL TEST/ REPORT INCLUDED WITHIN THE PLANTING DETAILS · CONTRACTOR SHALL COMPLETE PLANTING PIT INFILTRATION TESTS PRIOR TO TREE/SHRUB PLANTING WITH
VERIFICATION FROM LANDSCAPE ARCHITECT AND OR THE OWNER'S REPRESENTATIVE, ANY ADDITIONAL REQUIRED
ROOT ZONE DRY WELLS, OR BREATHER TUBES SHALL BE INCLUDED BASED UPON SOIL MANAGEMENT REPORT FINDINGS AND LOW PERCOLATION TREE DRY WALL DETAIL · THE CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED LANDSCAPE AREAS
BEYOND THE LIMIT OF WORK, INCLUDING REPAIRING ANY IRRIGATION LINES/SPRINKLER HEADS, WHERE DAMAGE IS A DIRECT RESULT OF LANDSCAPE CONSTRUCTION ACTIVITIES AND OR THEIR SUB-CONTRACTOR'S ACTIVITIES.
REPLACEMENT ITEMS SHALL BE EXACT DUPLICATION OF ORIGINAL WORK OR PLANTS, UNLESS OTHERWISE APPROVED BY THE OWNER'S REPRESENTATIVE. · SIGHT LINES WILL NOT BE AFFECTED BY ALL PLANTING WITHIN THE MEDIANS.
CITY OF CARSON
250317 of 37
LANDSCAPE IMPROVEMENT PLANS:
PH: 310 464 8404
3825 DEL AMO BOULEVARD
TORRANCE, CA 90503
WWW.BREENDESIGN.COM
RIVERSIDE, CA 92504
WWW.CWDG.COM
PH: 951 369 0700
7111 INDIANA AVE, SUITE 300 CARSON STREET MEDIAN AND
AVALON STREET MEDIAN
SEAL: MATCHLINE, SEE RIGHT ABOVE MATCHLINE, SEE SHEET LP-3 MATCHLINE, SEE SHEET LP-1 MATCHLINE, SEE LEFT BELOW
AVALON BOULEVARD CARSON STREET
AVALON BOULEVARD
405 SAN DIEGO FREEWAY
SHEET
LP-1
SHEET
LP-2
SHEET
LP-3
SHEET
LP-4
SHEET
LP-5
SHEET
LP-6
SHEET
LP-7
SHEET
LP-8
SHEET
LP-9
SHEET
LP-10
SHEET
LP-11 213TH ST DESFORD ST
GRACE AVE 219TH ST 220TH ST
DEL AMO BLVD
DURMONT ST
ELSMERE DR ALBURTONI ST VICTORIA ST 186ND ST 184ND ST 182ND ST 189ND ST LOYOLA AVE UNIVERSITY DR DURMONT ST MLK JR. ST
KEY PLAN (N.T.S.)
NORTH 0 20' 40' 80'
REFERENCE INFORMATION MAY BE PRESENTED VIA LINE COLOR AND STYLE OR LINEWEIGHT SIZE AND STYLE. CWDG IS NOT RESPONSIBLE FOR PLANS REPRODUCED BY OTHERS OR PLANS PRINTED IN BLACK & WHITE OR MONOCHROME.
Know what'sbelow.
Call before you dig.
R
22 LP-2
1 1 ADDENDUM 1
2 2
2 2
2 2
2 2
2 2 ADDENDUM 2
MH MH 213TH STREET
AVALON BOULEVARD
TR
TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR
TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR
KA
KN
ST
ST
TR
AD
TR AD
TR KA
TR TR
KN
KA
KA KN
KA KN
ST
TR
ST
TR TR TR
TR TR TR TR TR TR TR TR TR TR
CH
TR TR CH
TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR
EXISTING HARDSCAPE
EXISTING HARDSCAPE
EXISTING HARDSCAPE
EXISTING HARDSCAPE MH MH
AVALON BOULEVARD
TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR
TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR
AD ST KA KN CH TR TR
TR
TR
KA KA ST
TR
TR TR AD
TR
TR
ST
ST
TR
TR TR
TR AD KA KA KA KA AD
KA KA KA KA
KN
KA KA KN KA KA
KA
ST KN KN
TR AD
CH
CH
TR
TR
TR
TR CH
CH
EXISTING HARDSCAPE
TR
TR TR TR TR TR
TR TR TR TR TR TR TR TR TR TR TR TR
EXISTING HARDSCAPE
EXISTING HARDSCAPE
EXISTING HARDSCAPE
PLANT PALETTE
BOTANIC NAME COMMON NAME SIZE/SPACING WUCOLS QTY.
SHRUBS
TREES DETAIL
5 GAL MOD
5 GAL LOW
5 GAL LOW
8 8
Asparagus densiflorus 'Myers'
Kniphofia caulescens
FOXTAIL FERN
TORCH LILY
5 GAL LOW 20
Strelitzia reginae BIRD OF PARADISE
Kalanchoe daigremontiana MOTHER OF THOUSANDS
AD 5 GAL MOD 6
KN
ST
KA
'D','E' SHEET LP-15
'D','E' SHEET LP-15
'D','E' SHEET LP-15
'D','E' SHEET LP-15
TR Tradescantia pallida 'variegata' VARIEGATED PURPLE HEART 'D','E' SHEET LP-15 Chamaerops humilis var. 24" BOX LOW 6
cerifera
BLUE ATLAS FAN PALM 'A','B','C' SHEET LP-15
CH Chondropetalum tectorum SMALL CAPE RUSH 5 GAL LOW 7 'D','E' SHEET LP-15 Phoenix dactylifera 'Deglet 15' BTH LOW 9
Noor'
DEGLET NOOR DATE PALM
NOTE: NON-FRUITING MALE SPECIES ONLY
'A','B','C' SHEET LP-15
172
HARDSCAPE
3" MIN LAYER DECOMPOSED GRANITE
CALIFORNIA GOLD
2,667 S.F. LP-16 'A'
STAMPED CONCRETE 402 S.F. LP-16 'B'
NOTES:
THESE PLANS COVER PLANTING AREAS ONLY. ALL EXISTING HARDSCAPE TO REMAIN. · PLANT SYMBOL SIZE REPRESENTS PLANT AT MATURE SIZE, PLANT SPACING AS SHOWN ON PLAN. · TREES/ SHRUBS/ GROUNDCOVERS MAY BE NATIVE TO CALIFORNIA. ANY REQUESTED SUBSTITUTIONS MADE DUE TO AVAILABILITY SHALL BE CALIFORNIA NATIVE SPECIES SHALL BE PRIOR APPROVED BY LANDSCAPE ARCHITECT. · PLANT COUNTS ARE SHOWN FOR CONTRACTOR CONVENIENCE ONLY - CONTRACTOR SHALL VERIFY ORDER OF ACTUAL SYMBOL COUNT PER PLAN FROM THEIR OWN PERSONNEL'S TAKE-OFF OF. · ALL PLANT MATERIAL 15 GALLON AND LARGER SHALL BE SPOTTED FOR FINAL LOCATION PRIOR TO EXCAVATION BY OWNERS REPRESENTATIVE. · PLANTING ADJUSTMENTS/ REALIGNMENT DUE TO FINAL FIELD LOCATIONS OF UTILITIES SHALL BE INCLUDED AS PART OF CONTRACTOR BID. · ALL TREES WITHIN 5' OF HARDSCAPE SHALL RECEIVE ROOT BARRIER PER DETAILS · PLANT WATER USE VALUES ARE PER WUCOLS IV PLANT LIST
· SOIL AMENDMENT/SOIL MANAGEMENT PLAN SHALL BE PER RECOMMENDATIONS PROVIDED WITHIN THE
AGRONOMIC SOIL TEST/ REPORT INCLUDED WITHIN THE PLANTING DETAILS · CONTRACTOR SHALL COMPLETE PLANTING PIT INFILTRATION TESTS PRIOR TO TREE/SHRUB PLANTING WITH
VERIFICATION FROM LANDSCAPE ARCHITECT AND OR THE OWNER'S REPRESENTATIVE, ANY ADDITIONAL REQUIRED
ROOT ZONE DRY WELLS, OR BREATHER TUBES SHALL BE INCLUDED BASED UPON SOIL MANAGEMENT REPORT FINDINGS AND LOW PERCOLATION TREE DRY WALL DETAIL · THE CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED LANDSCAPE AREAS
BEYOND THE LIMIT OF WORK, INCLUDING REPAIRING ANY IRRIGATION LINES/SPRINKLER HEADS, WHERE DAMAGE IS A DIRECT RESULT OF LANDSCAPE CONSTRUCTION ACTIVITIES AND OR THEIR SUB-CONTRACTOR'S ACTIVITIES.
REPLACEMENT ITEMS SHALL BE EXACT DUPLICATION OF ORIGINAL WORK OR PLANTS, UNLESS OTHERWISE APPROVED BY THE OWNER'S REPRESENTATIVE. · SIGHT LINES WILL NOT BE AFFECTED BY ALL PLANTING WITHIN THE MEDIANS.
CITY OF CARSON
250317 of 37
LANDSCAPE IMPROVEMENT PLANS:
PH: 310 464 8404
3825 DEL AMO BOULEVARD
TORRANCE, CA 90503
WWW.BREENDESIGN.COM
RIVERSIDE, CA 92504
WWW.CWDG.COM
PH: 951 369 0700
7111 INDIANA AVE, SUITE 300 CARSON STREET MEDIAN AND
AVALON STREET MEDIAN
SEAL: MATCHLINE, SEE RIGHT ABOVE MATCHLINE, SEE SHEET LP-4 MATCHLINE, SEE SHEET LP-2 MATCHLINE, SEE LEFT BELOW
AVALON BOULEVARD CARSON STREET
AVALON BOULEVARD
405 SAN DIEGO FREEWAY
SHEET
LP-1
SHEET
LP-2
SHEET
LP-3
SHEET
LP-4
SHEET
LP-5
SHEET
LP-6
SHEET
LP-7
SHEET
LP-8
SHEET
LP-9
SHEET
LP-10
SHEET
LP-11 213TH ST DESFORD ST
GRACE AVE 219TH ST 220TH ST
DEL AMO BLVD
DURMONT ST
ELSMERE DR ALBURTONI ST VICTORIA ST 186ND ST 184ND ST 182ND ST 189ND ST LOYOLA AVE UNIVERSITY DR DURMONT ST MLK JR. ST
KEY PLAN (N.T.S.)
NORTH 0 20' 40' 80'
REFERENCE INFORMATION MAY BE PRESENTED VIA LINE COLOR AND STYLE OR LINEWEIGHT SIZE AND STYLE. CWDG IS NOT RESPONSIBLE FOR PLANS REPRODUCED BY OTHERS OR PLANS PRINTED IN BLACK & WHITE OR MONOCHROME.
Know what'sbelow.
Call before you dig.
R
23 LP-3
1 1 ADDENDUM 1
2 2
2 2
2 2
2 2
2 2
2 ADDENDUM 2
AVALON BOULEVARD TURMONT STREET
DEL AMO BOULEVARD
MH
TR
TR TR TR TR TR TR TR TR TR TR TR TR TR
TR
TR
TR
TR TR TR TR TR TR TR TR TR TR TR TR TR
KN
ST KN ST
TR
TR TR TR TR TR TR
TR TR
TR TR TR TR TR TR TR TR
TR
ST ST ST
ST
ST
TR TR TR
ST ST
KN
KN KN
TR
TR TR
KN
KN ST ST
TR
TR TR TR TR TR
ST
TR TR TR TR TR TR TR TR
TR
ST
ST
KN KN KN KN
KN KN KN
TR TR TR TR TR TR
TR
TR
TR
TR
TR
TR
TR TR TR TR TR TR TR
ST ST
ST ST
ST
AD AD AD AD AD
AD
AD
AD
AD
AD AD
AD AD AD
AD AD AD
AD
AD
AD AD AD
TR
KN KN KN
KN KN KN
TR TR TR TR TR TR TR TR
KN KN KN KN KN KN
KN KN KN KN KN
TR
TR
ST
ST
ST
AD AD AD
AD
AD AD AD AD AD
KN KN
KN KN KN
KN KN KN KN KN
KN
TR TR TR TR TR
TR
TR
AD ST
AD
KN
KN KN
KN KN
KN
KN
KN
KN
TR TR TR TR TR TR TR
TR
TR TR
TR TR TR
ST ST ST
TR TR TR TR TR
TR
TR TR TR TR TR TR TR
KN KN TR TR
KA
KA KA KA KA KA KA
KA KA KA
KA KA KA
KA
KA KA KA KA KA KA KA
KA
KA
KA KA
KA KA KA KA KA KA KA
KA
KA KA
KA
KA KA KA KA KA KA KA KA
KA
KA
KA KA KA KA KA KA
KA KA
KA KA KA KA
KA KA KA KA KA
KA KA KA
KA
KA KA
KA
KA
KA
KA
CH CH CH
CH CH
CH
CH CH
CH
CH
CH CH
CH CH CH
CH CH
CH CH CH
CH CH CH
CH CH
CH CH CH
CH CH CH CH
CH
TR
CH CH
CH CH CH
CH
CH
CH
CH
CH
CH CH
CH CH CH
CH
CH
CH
CH
CH
CH
CH CH
CH
EXISTING LADWP
TOWER
EXISTING GUARD RAIL
EXISTING GUARD RAIL
EXISTING HARDSCAPE
AVALON BOULEVARD TURMONT STREET TURMONT STREET
TR
ST
TR
TR TR
TR
TR TR TR TR TR TR
TR
ST
ST
KN KN KN KN
KN KN KN
TR TR TR TR TR TR
TR
TR
TR
TR
TR
TR
TR TR TR TR TR TR
ST ST
ST ST
ST
AD
AD AD
AD AD AD
AD
AD
AD AD AD
KN KN KN KN KN KN
KN KN KN KN KN
TR
KA KA KA KA KA KA KA
KA
KA
KA KA
KA KA KA KA KA KA KA
KA
KA KA
KA
KA KA
KA KA KA
CH CH
CH CH CH
CH CH CH
CH CH
CH CH CH
CH CH CH CH
CH
TR
TR
TR
TR
TR
TR
TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR
TR TR TR TR TR TR TR TR TR TR KA KA KA KA KA KA KA KA KA KA
KA KA KA KA KA KA KA KA KA
KA
KA
KA KA KA KA KA KA KA KA KA
KA KA KA KA KA KA KA KA KA
KA
KN KN KN CH CH CH
KN KA KN
KN
KA CH CH
KN KN KN
KA KN KN
TR
TR
TR
TR
TR
TR TR TR TR TR
TR TR TR TR TR TR TR TR TR TR
ST ST
ST ST
ST
AD AD AD
AD
AD AD
CH CH
CH
TR
TR
TR
KN KN
KN KN
KA
CH CH CH
KN KN CH CH
KN KN KN
KA
CH CH
CH CH CH
TR
TR
TR
TR
TR
TR TR TR
KN
ST ST
AD AD AD
AD AD AD
ST ST
TR TR
TR
KN KN
KN KN KA KA
KA
KA
KA CH
CH CH
KN
KN
KN KN
KN TR
TR
ST ST
ST ST ST ST
ST
ST
ST
ST ST ST
ST ST ST
AD AD AD AD
AD
ST
TR
TR TR TR TR TR TR TR TR TR
TR TR TR TR TR TR TR
TR
TR
TR
KA
KA
KA KA
KA
KA
KA KA KA KA
KA KA
KN KN
KN KA
KA KA
KA
KA KA KA KA KA KA KA KA
KA
KA
TR TR TR TR TR TR TR TR TR TR TR TR KA KA
KA
KA
KA
TR TR TR TR TR TR
KN
KN
KA KA
KA
CH
CH
CH
CH
CH KN KN KN
KN KN KN KN
KA KA KA KA KA KA KA KA KA
KA KA
CH CH CH
CH CH
KN KN KN
KN KN KN KN KN KN
KA KA KA KA KA KA KA
KA
KA KA
KA KA KA KA
CH CH CH
CH CH
KA KA
CH
TR
ST ST
ST ST
KN
KN
KA KA
KA
CH
CH
CH
CH
CH KN
KA KA
KA KA KA KA
KA
KA KA
CH
TR TR TR TR TR TR TR TR TR TR TR TR TR
TR TR TR TR TR TR TR TR TR
TR TR TR TR TR TR TR TR TR TR TR TR TR
TR TR TR TR TR TR TR TR TR TR TR TR
AD AD AD
AD
AD
CH KN
KN KN
CH CH
CH CH
KN KN
KN
KN KN KN CH CH
KN
KN
KN
TR TR
AD AD AD
KA
KA
KA
TR
TR TR TR TR TR TR
KN
KN
KA
CH
CH
CH
CH
CH KN KN
KN KN KN
KA
CH
KN KN
KN KN KN
KA KA KA KA
CH CH
CH
TR
EXISTING LADWP TOWER
EXISTING GUARD RAIL
EXISTING GUARD RAIL EXISTING HARDSCAPE
PLANT PALETTE
BOTANIC NAME COMMON NAME SIZE/SPACING WUCOLS QTY.
SHRUBS
TREES DETAIL
5 GAL MOD
5 GAL LOW
5 GAL LOW
62 148
Asparagus densiflorus 'Myers'
Kniphofia caulescens
FOXTAIL FERN
TORCH LILY
5 GAL LOW 229
Strelitzia reginae BIRD OF PARADISE
Kalanchoe daigremontiana MOTHER OF THOUSANDS
AD 5 GAL MOD 68
KN
ST
KA
'D','E' SHEET LP-15
'D','E' SHEET LP-15
'D','E' SHEET LP-15
'D','E' SHEET LP-15
TR Tradescantia pallida 'variegata' VARIEGATED PURPLE HEART 'D','E' SHEET LP-15 Butia capitata PINDO PALM 9' BTH LOW 13 'A','B','C' SHEET LP-15 CH Chondropetalum tectorum SMALL CAPE RUSH 5 GAL LOW 134 'D','E' SHEET LP-15 330
HARDSCAPE
3" MIN LAYER DECOMPOSED GRANITE
CALIFORNIA GOLD
20,446 S.F. LP-16 'A'
NOTES:
THESE PLANS COVER PLANTING AREAS ONLY. ALL EXISTING HARDSCAPE TO REMAIN. · PLANT SYMBOL SIZE REPRESENTS PLANT AT MATURE SIZE, PLANT SPACING AS SHOWN ON PLAN. · TREES/ SHRUBS/ GROUNDCOVERS MAY BE NATIVE TO CALIFORNIA. ANY REQUESTED SUBSTITUTIONS MADE DUE TO AVAILABILITY SHALL BE CALIFORNIA NATIVE SPECIES SHALL BE PRIOR APPROVED BY LANDSCAPE ARCHITECT. · PLANT COUNTS ARE SHOWN FOR CONTRACTOR CONVENIENCE ONLY - CONTRACTOR SHALL VERIFY ORDER OF ACTUAL SYMBOL COUNT PER PLAN FROM THEIR OWN PERSONNEL'S TAKE-OFF OF. · ALL PLANT MATERIAL 15 GALLON AND LARGER SHALL BE SPOTTED FOR FINAL LOCATION PRIOR TO EXCAVATION BY OWNERS REPRESENTATIVE. · PLANTING ADJUSTMENTS/ REALIGNMENT DUE TO FINAL FIELD LOCATIONS OF UTILITIES SHALL BE INCLUDED AS PART OF CONTRACTOR BID. · ALL TREES WITHIN 5' OF HARDSCAPE SHALL RECEIVE ROOT BARRIER PER DETAILS · PLANT WATER USE VALUES ARE PER WUCOLS IV PLANT LIST
· SOIL AMENDMENT/SOIL MANAGEMENT PLAN SHALL BE PER RECOMMENDATIONS PROVIDED WITHIN THE
AGRONOMIC SOIL TEST/ REPORT INCLUDED WITHIN THE PLANTING DETAILS · CONTRACTOR SHALL COMPLETE PLANTING PIT INFILTRATION TESTS PRIOR TO TREE/SHRUB PLANTING WITH
VERIFICATION FROM LANDSCAPE ARCHITECT AND OR THE OWNER'S REPRESENTATIVE, ANY ADDITIONAL REQUIRED
ROOT ZONE DRY WELLS, OR BREATHER TUBES SHALL BE INCLUDED BASED UPON SOIL MANAGEMENT REPORT FINDINGS AND LOW PERCOLATION TREE DRY WALL DETAIL · THE CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED LANDSCAPE AREAS
BEYOND THE LIMIT OF WORK, INCLUDING REPAIRING ANY IRRIGATION LINES/SPRINKLER HEADS, WHERE DAMAGE IS A DIRECT RESULT OF LANDSCAPE CONSTRUCTION ACTIVITIES AND OR THEIR SUB-CONTRACTOR'S ACTIVITIES.
REPLACEMENT ITEMS SHALL BE EXACT DUPLICATION OF ORIGINAL WORK OR PLANTS, UNLESS OTHERWISE APPROVED BY THE OWNER'S REPRESENTATIVE. · SIGHT LINES WILL NOT BE AFFECTED BY ALL PLANTING WITHIN THE MEDIANS.
CITY OF CARSON
250317 of 37
LANDSCAPE IMPROVEMENT PLANS:
PH: 310 464 8404
3825 DEL AMO BOULEVARD
TORRANCE, CA 90503
WWW.BREENDESIGN.COM
RIVERSIDE, CA 92504
WWW.CWDG.COM
PH: 951 369 0700
7111 INDIANA AVE, SUITE 300 CARSON STREET MEDIAN AND
AVALON STREET MEDIAN
SEAL: MATCHLINE, SEE RIGHT ABOVE MATCHLINE, SEE SHEET LP-5 MATCHLINE, SEE SHEET LP-3 MATCHLINE, SEE LEFT BELOW
AVALON BOULEVARD CARSON STREET
AVALON BOULEVARD
405 SAN DIEGO FREEWAY
SHEET
LP-1
SHEET
LP-2
SHEET
LP-3
SHEET
LP-4
SHEET
LP-5
SHEET
LP-6
SHEET
LP-7
SHEET
LP-8
SHEET
LP-9
SHEET
LP-10
SHEET
LP-11 213TH ST DESFORD ST
GRACE AVE 219TH ST 220TH ST
DEL AMO BLVD
DURMONT ST
ELSMERE DR ALBURTONI ST VICTORIA ST 186ND ST 184ND ST 182ND ST 189ND ST LOYOLA AVE UNIVERSITY DR DURMONT ST MLK JR. ST
KEY PLAN (N.T.S.)
NORTH 0 20' 40' 80'
REFERENCE INFORMATION MAY BE PRESENTED VIA LINE COLOR AND STYLE OR LINEWEIGHT SIZE AND STYLE. CWDG IS NOT RESPONSIBLE FOR PLANS REPRODUCED BY OTHERS OR PLANS PRINTED IN BLACK & WHITE OR MONOCHROME.
Know what'sbelow.
Call before you dig.
R
24 LP-4
1 1 ADDENDUM 1
2 2 ADDENDUM 2
3 3 ADDENDUM 3
AVALON BOULEVARD ELSMERE DRIVE
ST ST
ST ST
ST ST ST
ST
AD
AD
AD AD AD
CH
TR TR TR TR TR TR TR
TR TR TR TR TR
TR TR
TR TR
CH CH
KN CH CH
TR TR
TR TR TR
TR
TR
TR TR TR TR TR
AD CH
CH
KN
KN KN
KN
KN
KA
CH KN KN KN
KN
KA KA KA KA KA KA KA KA KA
KA KA
CH CH CH
CH CH
KN
KN KN KN
KA
KA
KA KA
KA KA
CH
TR TR TR TR TR TR
TR TR TR
TR
TR TR TR TR TR TR
TR
TR
TR
TR TR TR TR TR TR TR TR TR TR TR
TR TR TR TR TR TR TR TR TR
TR
TR
CH
CH
KN KN
KN
KN KN
TR TR TR TR
TR TR TR
CH
CH
CH
KA
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
ST
ST ST
CH CH
CH CH
CH
CH
TR
TR
TR ST
ST
ST ST
AD
AD AD
ST ST ST
ST
ST
ST ST
AD AD AD AD AD
AD
ST ST ST
ST
ST
ST ST
AD AD AD AD AD
ST ST AD
ST
ST
ST
AD AD
AD AD AD
ST ST
ST
ST
ST
AD AD
AD AD AD
TR
TR TR TR TR TR TR TR TR TR TR TR
TR
TR
TR
TR
TR TR
TR
TR
TR TR
TR TR
TR KA
KA
KA
KA
KA CH
CH CH
TR KA KA
CH
KA
KA
KN KN KN
KA KA KA KA KA KA KA KA KA
KA
KA
KA KA
CH
CH
CH KN KN KN KN KN KN
KA KA KA KA KA KA
KA KA KA KA KA KA
KA KA KA
KA KA KA
KA KA KA KA
KA
KA KA
KA
KA
KN KN
KN KN KN KN KN KN
CH
TR TR TR TR TR TR TR TR TR TR
TR TR TR TR TR TR TR TR TR
TR TR TR TR TR
TR TR TR TR TR
KN
KN
CH CH
TR
KN
KN
KA
KA
TR
TR
TR
CH
TR TR TR TR TR TR TR TR TR TR
TR TR TR TR TR TR TR TR
KN KN KN CH CH
TR TR
TR TR TR TR TR TR TR TR TR TR TR
TR TR TR TR TR TR TR TR TR TR TR
AD AD CH CH CH KN KN KN
TR TR
TR TR
TR
KA
CH KN KN
KN KN
KA KA KA
KA KN
KN
KA KA
CH
CH KN
KN
KA KA KA KA KA
CH KA
KN
KN KN
KA KA KA
KA
KA KA
KN KN
KN KN
KA KA KA
KA
KA
KA KA
KA
CH CH CH
CH CH
KN KN KN
KN KN KN KN KN KN
KA KA KA KA KA KA KA
KA
KA KA
KA KA KA KA
CH CH CH
CH CH
KA
TR TR TR TR TR TR
TR TR TR TR TR
TR
TR TR
CH
CH CH
KN KN KN
KN
TR
TR
TR TR
TR
TR TR TR TR TR TR TR TR
TR
TR TR
EXISTING LADWP TOWER
EXISTING GUARD RAIL
EXISTING HARDSCAPE
EXISTING GUARD RAIL
AVALON BOULEVARD
MH
ST ST
ST ST
ST ST
ST ST
ST
ST ST
ST ST
ST ST
ST ST
ST ST
ST
ST
ST ST
ST ST
ST
ST
ST ST
ST ST
ST
ST
ST ST
ST ST
ST
ST
ST ST
KN
KN
KA
KN KN
KN
KA KA KA KA KA KA KA KA KA
KA
CH CH
CH CH
KN
KN KN KN
KA KA KA KA KA KA
KA
KA KA
KA KA
CH
CH
KN
KN
KA KA
KA
CH
CH
CH
CH
CH KN KN KN
KN KN KN KN
KA KA KA KA KA KA KA KA KA
KA KA
CH CH CH
CH CH
KN KN KN
KN KN KN KN KN
KA KA KA KA KA KA KA KA KA
KA KA KA KA
CH CH CH
CH CH
KA KA
KN
KN
KA
KA
CH
CH
CH
CH
CH KN KN KN
KN KN KN KN
KA KA KA KA KA KA KA KA KA
KA KA
CH CH CH
CH CH
KN KN KN
KN KN KN KN KN KN
KA KA KA KA KA KA KA KA KA
KA KA KA KA
CH CH CH
CH CH
KA KA
CH KN
KN
KA KA
KA
CH
CH
CH
CH
CH KN KN KN
KN KN KN KN
KA KA KA KA KA KA KA
KA KA
CH CH CH
CH CH
KN KN KN
KN KN KN KN KN KN
KA KA KA KA KA KA KA
KA
KA KA
KA KA KA KA
CH CH CH
CH CH
KA KA
CH
KA KA
KA
CH
CH
KN KN
KN KN
KA KA KA KA KA KA KA KA
KA KA
CH CH CH
CH CH
KN
KN KN KN
KA KA KA KA KA KA KA
KA
KA KA
KA KA
CH CH CH
CH CH
KA KA
AD AD AD
AD
AD AD
AD AD AD
AD AD AD
AD
AD
AD
AD AD AD
AD
AD
AD AD AD
CH CH
TR TR TR TR TR TR TR TR TR TR TR TR TR
TR TR TR TR TR TR TR TR TR
TR TR TR TR TR TR TR TR TR
TR TR TR TR TR TR TR TR TR
CH CH CH KN
CH CH KN
KN KN KN CH CH
KN
TR TR
CH
TR TR TR TR TR TR TR TR TR TR TR TR TR
TR TR TR TR TR TR TR TR TR
TR TR TR TR TR TR TR TR TR TR TR
TR TR TR TR TR TR TR TR TR TR TR
AD AD CH CH CH KN KN KN
KN KN KN KN CH CH
TR TR
TR TR TR TR TR TR TR TR TR TR TR TR TR
TR TR TR TR TR TR TR TR TR
TR TR TR TR TR TR TR TR TR TR TR TR TR
TR TR TR TR TR TR TR TR
AD AD CH CH CH
CH CH
KN KN KN
KN
KN
TR TR
CH CH
CH CH CH
CH
AD AD AD
TR TR TR
KN
KA KA KA KA KA KA KA KA
KN KN KN KN KN KN KN KN
KN KN KN
KN KN KN KN KN KN TR
KA KA KA KA KA KA KA
KA
KA KA
KA KA KA KA
CH CH CH
CH CH
TR TR
TR
TR
TR
TR TR TR TR TR TR TR
KA
KA
CH CH
CH
KA KA TR
TR TR TR TR TR TR TR TR TR TR
CH CH
CH CH
KN KN CH CH
KN
KN
KN
KN
TR TR TR TR TR TR TR TR
TR TR TR TR TR TR TR TR
TR TR TR TR TR TR TR TR
TR TR TR TR
KN
KN
KN
KN KN
KN
KN
TR
KA
CH CH CH
TR TR
KN
KN
TR TR TR
TR
KN KN KN KN
KN KN KN KN KN
KA KA KA KA KA KA KA
KA
KA
KA KA
CH KA KA
CH CH CH
CH CH
TR TR TR TR
TR TR TR
TR TR TR TR
TR
TR
TR TR TR
TR
TR
TR
CH
TR TR TR TR
TR TR
CH
TR
TR
KN KN KN
KN KN KN KN KN KN
KA KA KA KA KA KA KA
KA
KA KA
KA KA KA KA
CH CH CH
CH CH
KA
TR TR TR TR TR
TR TR TR TR
TR TR TR TR TR
TR TR
KN
TR TR
KN
KN
KN KN
KN KN KN
KA KA KA KA
KN
KN KN
KA KA KA KA
KA KA
CH CH CH
CH CH
CH
TR TR TR
TR TR TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR TR
TR TR TR TR TR TR TR TR TR
TR TR TR TR TR TR TR
TR TR TR TR TR TR
TR TR
TR TR TR
CH CH
KN KN KN CH CH
KN
KN
CH CH
CH CH
TR TR
TR KN
TR
CH
CH
EXISTING LADWP TOWER
EXISTING GUARD RAIL
EXISTING GUARD RAIL EXISTING HARDSCAPE
PLANT PALETTE
BOTANIC NAME COMMON NAME SIZE/SPACING WUCOLS QTY.
SHRUBS
TREES DETAIL
5 GAL MOD
5 GAL LOW
5 GAL LOW
76 226
Asparagus densiflorus 'Myers'
Kniphofia caulescens
FOXTAIL FERN
TORCH LILY
5 GAL LOW 308
Strelitzia reginae BIRD OF PARADISE
Kalanchoe daigremontiana MOTHER OF THOUSANDS
AD 5 GAL MOD 61
KN
ST
KA
'D','E' SHEET LP-15
'D','E' SHEET LP-15
'D','E' SHEET LP-15
'D','E' SHEET LP-15
TR Tradescantia pallida 'variegata' VARIEGATED PURPLE HEART 'D','E' SHEET LP-15 Butia capitata PINDO PALM 9' BTH LOW 16 'A','B','C' SHEET LP-15 CH Chondropetalum tectorum SMALL CAPE RUSH 5 GAL LOW 187 'D','E' SHEET LP-15 504
HARDSCAPE
3" MIN LAYER DECOMPOSED GRANITE
CALIFORNIA GOLD
27,675 S.F. LP-16 'A'
NOTES:
THESE PLANS COVER PLANTING AREAS ONLY. ALL EXISTING HARDSCAPE TO REMAIN. · PLANT SYMBOL SIZE REPRESENTS PLANT AT MATURE SIZE, PLANT SPACING AS SHOWN ON PLAN. · TREES/ SHRUBS/ GROUNDCOVERS MAY BE NATIVE TO CALIFORNIA. ANY REQUESTED SUBSTITUTIONS MADE DUE TO AVAILABILITY SHALL BE CALIFORNIA NATIVE SPECIES SHALL BE PRIOR APPROVED BY LANDSCAPE ARCHITECT. · PLANT COUNTS ARE SHOWN FOR CONTRACTOR CONVENIENCE ONLY - CONTRACTOR SHALL VERIFY ORDER OF ACTUAL SYMBOL COUNT PER PLAN FROM THEIR OWN PERSONNEL'S TAKE-OFF OF. · ALL PLANT MATERIAL 15 GALLON AND LARGER SHALL BE SPOTTED FOR FINAL LOCATION PRIOR TO EXCAVATION BY OWNERS REPRESENTATIVE. · PLANTING ADJUSTMENTS/ REALIGNMENT DUE TO FINAL FIELD LOCATIONS OF UTILITIES SHALL BE INCLUDED AS PART OF CONTRACTOR BID. · ALL TREES WITHIN 5' OF HARDSCAPE SHALL RECEIVE ROOT BARRIER PER DETAILS · PLANT WATER USE VALUES ARE PER WUCOLS IV PLANT LIST
· SOIL AMENDMENT/SOIL MANAGEMENT PLAN SHALL BE PER RECOMMENDATIONS PROVIDED WITHIN THE
AGRONOMIC SOIL TEST/ REPORT INCLUDED WITHIN THE PLANTING DETAILS · CONTRACTOR SHALL COMPLETE PLANTING PIT INFILTRATION TESTS PRIOR TO TREE/SHRUB PLANTING WITH
VERIFICATION FROM LANDSCAPE ARCHITECT AND OR THE OWNER'S REPRESENTATIVE, ANY ADDITIONAL REQUIRED
ROOT ZONE DRY WELLS, OR BREATHER TUBES SHALL BE INCLUDED BASED UPON SOIL MANAGEMENT REPORT FINDINGS AND LOW PERCOLATION TREE DRY WALL DETAIL · THE CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED LANDSCAPE AREAS
BEYOND THE LIMIT OF WORK, INCLUDING REPAIRING ANY IRRIGATION LINES/SPRINKLER HEADS, WHERE DAMAGE IS A DIRECT RESULT OF LANDSCAPE CONSTRUCTION ACTIVITIES AND OR THEIR SUB-CONTRACTOR'S ACTIVITIES.
REPLACEMENT ITEMS SHALL BE EXACT DUPLICATION OF ORIGINAL WORK OR PLANTS, UNLESS OTHERWISE APPROVED BY THE OWNER'S REPRESENTATIVE. · SIGHT LINES WILL NOT BE AFFECTED BY ALL PLANTING WITHIN THE MEDIANS.
CITY OF CARSON
250317 of 37
LANDSCAPE IMPROVEMENT PLANS:
PH: 310 464 8404
3825 DEL AMO BOULEVARD
TORRANCE, CA 90503
WWW.BREENDESIGN.COM
RIVERSIDE, CA 92504
WWW.CWDG.COM
PH: 951 369 0700
7111 INDIANA AVE, SUITE 300 CARSON STREET MEDIAN AND
AVALON STREET MEDIAN
SEAL: MATCHLINE, SEE RIGHT ABOVE MATCHLINE, SEE SHEET LP-6 MATCHLINE, SEE SHEET LP-4 MATCHLINE, SEE LEFT BELOW
AVALON BOULEVARD CARSON STREET
AVALON BOULEVARD
405 SAN DIEGO FREEWAY
SHEET
LP-1
SHEET
LP-2
SHEET
LP-3
SHEET
LP-4
SHEET
LP-5
SHEET
LP-6
SHEET
LP-7
SHEET
LP-8
SHEET
LP-9
SHEET
LP-10
SHEET
LP-11 213TH ST DESFORD ST
GRACE AVE 219TH ST 220TH ST
DEL AMO BLVD
DURMONT ST
ELSMERE DR ALBURTONI ST VICTORIA ST 186ND ST 184ND ST 182ND ST 189ND ST LOYOLA AVE UNIVERSITY DR DURMONT ST MLK JR. ST
KEY PLAN (N.T.S.)
NORTH 0 20' 40' 80'
REFERENCE INFORMATION MAY BE PRESENTED VIA LINE COLOR AND STYLE OR LINEWEIGHT SIZE AND STYLE. CWDG IS NOT RESPONSIBLE FOR PLANS REPRODUCED BY OTHERS OR PLANS PRINTED IN BLACK & WHITE OR MONOCHROME.
Know what'sbelow.
Call before you dig.
R
25 LP-5
1 1 ADDENDUM 1
2 2 ADDENDUM 2
3 ADDENDUM 3
3 AVALON BOULEVARD
M.L.K. JR. STREET
UNIVERSITY DRIVE
UNIVERSITY DRIVE
ST ST ST
ST
ST
ST ST
AD AD AD AD AD
AD
AD
AD ST
ST ST
ST
ST
ST ST
AD AD AD AD
AD
AD
ST ST
ST
ST
ST
AD AD AD
ST ST
ST
ST
ST
AD AD
AD AD AD KA
KN
KA KA KA
CH KA
KA KA KA KA KA
TR TR TR TR TR TR
CH CH CH KN KN KN KN CH
TR TR TR TR
KN
TR TR TR TR TR TR TR TR TR TR TR TR
TR TR TR TR
TR TR TR TR TR TR TR
TR
TR
TR TR CH CH TR
TR
TR
TR
TR TR TR
TR TR TR TR TR
TR TR TR TR
TR
TR
TR
TR
TR
TR
ST
KN
KN KN
KN KN
KN
ST
KN
KN
KN
KA KA
KA
CH
CH
CH
CH
CH KN KN
KN KN KN
KA KA KA KA KA KA KA KA
KA CH CH KA
KN KN
KN KN KN
KA KA KA KA KA KA
KA KA
CH
CH CH
KA
CH
KA
KA
KA
KA
KA KA KA KA
KA
KN
KA KA
KN KN KN KN KN KN
KA KA KA KA KA KA
KA KA KA
KA KA KA
KA KA KA KA KA KA
KA KA KA KA
KA
KA KA KA KA
KN KN
KN KN KN KN KN KN
KN
CH
CH
CH
TR TR TR TR TR TR TR TR TR TR TR TR TR
TR TR TR TR TR TR TR TR TR
TR TR TR TR TR TR TR TR TR TR TR TR TR
TR TR TR TR TR TR TR TR TR TR TR TR
CH KN
KN KN
CH CH
CH CH
KN KN
KN
KN KN KN CH CH
KN
KN
KN
TR TR
KN KN
KN KN
CH
TR
CH CH CH
TR TR
TR TR
CH CH
TR TR
TR TR
KN
KN
TR
TR TR
TR TR
KN
KN
KA KA
KA
CH
CH
CH KN KN KN
KN KN
KA KA KA KA KA KA KA KA KA
KA KA
KN
KN KN
KA KA KA KA
KA KA
KA KA
KN
KN
KA KA KA
KA
CH
CH
CH
CH
CH
CH
TR TR TR TR TR
TR TR TR TR
TR TR TR TR TR TR TR TR TR TR
TR TR TR TR TR
KN KN
KN KN
KN KN
TR TR
KN KN
CH CH CH
TR TR TR TR
TR TR TR
CH CH
TR
TR TR
CH CH
TR TR TR
TR TR TR
CH CH
TR TR
KN
TR
TR TR TR TR TR
TR TR TR TR TR TR TR TR TR TR TR TR TR
TR KN KN KN
TR TR
TR
KN
KN KN KN
CH CH
KN KN
KA KA KA KA KA KA
KA
KA
CH CH CH
KA
KA
KA KA
KA KA
TR
TR
CH CH
CH
KN
KA KA KA
KA
KA
KA
KA KA KA KA
KA
KA KN
KN
KN
KN
TR
TR TR TR TR TR TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR KN
KN
KN
TR
TR
TR
TR
TR
TR
EXISTING LADWP TOWER
EXISTING
CONCRETE
WALL
EXISTING HARDSCAPE
EXISTING HARDSCAPE
EXISTING HARDSCAPE
EXISTING HARDSCAPE
AVALON BOULEVARD
ST
AD
AD
ST ST ST
ST
ST
ST ST
AD AD AD AD AD
AD
AD
ST ST ST
ST
ST
ST
AD AD AD AD
AD ST ST ST
ST
ST
ST
AD AD AD AD
AD ST ST ST
ST
ST
ST
AD AD AD
ST
ST ST
ST
ST
ST
AD AD AD
ST ST
ST
ST
ST
AD AD AD
ST
ST
ST
AD AD AD
ST
ST
ST
ST
AD AD AD
ST
ST
ST
ST
AD AD AD
ST
ST
ST
ST
AD AD
CH
CH CH
TR TR TR TR TR TR TR TR TR TR
TR TR TR TR TR TR TR TR
TR TR TR TR TR TR
TR TR TR TR TR TR
KN
KN KN
CH
CH CH
KN KN
KN
KN KN CH CH
KN
KN
KN
TR TR
TR TR
KN
KA KA
KA
CH
CH
CH KN
KN
KA KA KA KA KA KA KA KA KA
KA
CH CH
CH CH
KN
KN KN KN KN
KA KA KA KA KA KA KA
KA
KA KA
KA KA KA
KA KA
CH
CH
CH
TR TR TR TR TR TR TR TR TR TR TR TR TR
TR TR TR TR TR TR TR TR TR
TR TR TR TR TR TR TR TR TR TR TR TR TR
TR TR TR TR
KN
KN
KN
KN
CH CH
TR TR
CH
TR TR TR TR
TR TR TR
CH CH CH
CH CH
KN
KN
KN
CH
CH
TR TR
TR TR
TR
TR
KN
KN
KA KA
KA
CH
CH KN KN KN
KN KN KN
KA KA KA KA KA KA KA
KA KA
CH
KN KN
KN KN KN
KA KA KA KA KA KA KA KA
KA KA
KA KA
KA
KA
KA KA KA
KA KA KA KA KA KA KA KA KA
KA KA KA KA KA
KN KN KN KN KN KN KN KN KA
KA
KA
KA KA KA KA KA KA KA KA
KA KA KA KA KA KA KA KA KA KA
KN KN KN KN KN KN KN KN CH
CH
TR TR TR TR TR TR TR TR TR TR
TR TR TR TR TR TR TR TR TR
TR TR TR TR TR TR TR TR TR TR TR TR TR
TR TR TR TR TR TR TR TR TR TR TR TR
CH KN
KN KN
CH CH
CH
KN KN
KN
KN CH CH
KN
KN KN
TR
TR
CH CH
CH
KA
KN KN
KA KA KA KA KA KA KA
KA KA
KN KN
KN KN
KA KA KA KA KA KA KA
KA
KA
KA
KA KA KA
KA KA KA KA KA KA KA KA KA
KA KA KA KA KA
KN KN KN KN KN KN KN KN
KA
KA
KA
KA KA KA KA KA KA KA KA
KA KA KA KA KA KA KA KA KA KA
KN KN KN KN KN KN KN KN
KA
KA
CH
CH CH
TR TR TR TR TR TR TR TR TR TR TR TR
TR TR TR TR TR TR TR TR TR
TR TR TR TR TR TR TR TR TR TR TR TR TR
TR TR TR TR TR TR TR TR TR TR TR TR
CH KN
KN KN
CH CH
CH
KN KN
KN
KN CH CH
KN
TR TR
CH CH KN KN
CH
KA
TR
KA KA
KA
CH
CH
CH
KN KN
KN KN
KA KA KA KA KA KA KA KA KA
KA KA
CH CH CH
CH CH
KN
KN KN KN
KA KA KA KA KA KA KA
KA
KA KA
KA KA KA
CH CH
CH CH
KA KA
KN
KN
KA KA KA
KA
CH
KN
KN KN
KA
KA KA
KA
KA
CH
CH
CH
ST
TR TR TR TR TR
TR TR TR TR TR
CH
TR TR TR TR TR TR TR TR TR TR
TR TR TR TR TR TR TR TR
KN KN KN CH CH
TR TR
TR TR TR TR TR TR TR TR TR TR TR
TR TR TR TR TR TR TR TR TR TR TR
AD AD CH CH CH KN KN KN
TR TR
TR TR
TR
KA
KA
KN
KN
KA KA KA
KA
CH
KN
KN KN
KA
KA KA
KA
KA
CH
CH
CH
KA
CH
CH
KN
TR
TR
TR
TR TR
TR TR
TR TR
TR TR
CH CH CH
KN
TR
TR TR TR
TR
TR TR TR TR
TR TR TR TR TR
TR
KN
CH
TR
TR
TR
KA KA
CH
CH KN
KN
KA KA KA KA KA KA KA KA KA
KA
CH
CH
KN KN
KN KN KN
KA KA KA KA
KA
KA KA KA
KN
KA
CH KA
KA
KA
KA
KA
KA
KA
CH
KA
KA
KA
CH CH
CH CH CH
TR
TR
TR
TR
EXISTING LADWP TOWER
EXISTING GUARD RAIL
EXISTING GUARD RAIL EXISTING HARDSCAPE
PLANT PALETTE
BOTANIC NAME COMMON NAME SIZE/SPACING WUCOLS QTY.
SHRUBS
TREES DETAIL
5 GAL MOD
5 GAL LOW
5 GAL LOW
78 224
Asparagus densiflorus 'Myers'
Kniphofia caulescens
FOXTAIL FERN
TORCH LILY
5 GAL LOW 350
Strelitzia reginae BIRD OF PARADISE
Kalanchoe daigremontiana MOTHER OF THOUSANDS
AD 5 GAL MOD 61
KN
ST
KA
'D','E' SHEET LP-15
'D','E' SHEET LP-15
'D','E' SHEET LP-15
'D','E' SHEET LP-15
TR Tradescantia pallida 'variegata' VARIEGATED PURPLE HEART 'D','E' SHEET LP-15 Butia capitata PINDO PALM 9' BTH LOW 14 'A','B','C' SHEET LP-15 CH Chondropetalum tectorum SMALL CAPE RUSH 5 GAL LOW 153 'D','E' SHEET LP-15 473
HARDSCAPE
3" MIN LAYER DECOMPOSED GRANITE
CALIFORNIA GOLD
26,983 S.F. LP-16 'A'
NOTES:
THESE PLANS COVER PLANTING AREAS ONLY. ALL EXISTING HARDSCAPE TO REMAIN. · PLANT SYMBOL SIZE REPRESENTS PLANT AT MATURE SIZE, PLANT SPACING AS SHOWN ON PLAN. · TREES/ SHRUBS/ GROUNDCOVERS MAY BE NATIVE TO CALIFORNIA. ANY REQUESTED SUBSTITUTIONS MADE DUE TO AVAILABILITY SHALL BE CALIFORNIA NATIVE SPECIES SHALL BE PRIOR APPROVED BY LANDSCAPE ARCHITECT. · PLANT COUNTS ARE SHOWN FOR CONTRACTOR CONVENIENCE ONLY - CONTRACTOR SHALL VERIFY ORDER OF ACTUAL SYMBOL COUNT PER PLAN FROM THEIR OWN PERSONNEL'S TAKE-OFF OF. · ALL PLANT MATERIAL 15 GALLON AND LARGER SHALL BE SPOTTED FOR FINAL LOCATION PRIOR TO EXCAVATION BY OWNERS REPRESENTATIVE. · PLANTING ADJUSTMENTS/ REALIGNMENT DUE TO FINAL FIELD LOCATIONS OF UTILITIES SHALL BE INCLUDED AS PART OF CONTRACTOR BID. · ALL TREES WITHIN 5' OF HARDSCAPE SHALL RECEIVE ROOT BARRIER PER DETAILS · PLANT WATER USE VALUES ARE PER WUCOLS IV PLANT LIST
· SOIL AMENDMENT/SOIL MANAGEMENT PLAN SHALL BE PER RECOMMENDATIONS PROVIDED WITHIN THE
AGRONOMIC SOIL TEST/ REPORT INCLUDED WITHIN THE PLANTING DETAILS · CONTRACTOR SHALL COMPLETE PLANTING PIT INFILTRATION TESTS PRIOR TO TREE/SHRUB PLANTING WITH
VERIFICATION FROM LANDSCAPE ARCHITECT AND OR THE OWNER'S REPRESENTATIVE, ANY ADDITIONAL REQUIRED
ROOT ZONE DRY WELLS, OR BREATHER TUBES SHALL BE INCLUDED BASED UPON SOIL MANAGEMENT REPORT FINDINGS AND LOW PERCOLATION TREE DRY WALL DETAIL · THE CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED LANDSCAPE AREAS
BEYOND THE LIMIT OF WORK, INCLUDING REPAIRING ANY IRRIGATION LINES/SPRINKLER HEADS, WHERE DAMAGE IS A DIRECT RESULT OF LANDSCAPE CONSTRUCTION ACTIVITIES AND OR THEIR SUB-CONTRACTOR'S ACTIVITIES.
REPLACEMENT ITEMS SHALL BE EXACT DUPLICATION OF ORIGINAL WORK OR PLANTS, UNLESS OTHERWISE APPROVED BY THE OWNER'S REPRESENTATIVE. · SIGHT LINES WILL NOT BE AFFECTED BY ALL PLANTING WITHIN THE MEDIANS.
CITY OF CARSON
250317 of 37
LANDSCAPE IMPROVEMENT PLANS:
PH: 310 464 8404
3825 DEL AMO BOULEVARD
TORRANCE, CA 90503
WWW.BREENDESIGN.COM
RIVERSIDE, CA 92504
WWW.CWDG.COM
PH: 951 369 0700
7111 INDIANA AVE, SUITE 300 CARSON STREET MEDIAN AND
AVALON STREET MEDIAN
SEAL: MATCHLINE, SEE RIGHT ABOVE MATCHLINE, SEE SHEET LP-7 MATCHLINE, SEE SHEET LP-5 MATCHLINE, SEE LEFT BELOW
AVALON BOULEVARD CARSON STREET
AVALON BOULEVARD
405 SAN DIEGO FREEWAY
SHEET
LP-1
SHEET
LP-2
SHEET
LP-3
SHEET
LP-4
SHEET
LP-5
SHEET
LP-6
SHEET
LP-7
SHEET
LP-8
SHEET
LP-9
SHEET
LP-10
SHEET
LP-11 213TH ST DESFORD ST
GRACE AVE 219TH ST 220TH ST
DEL AMO BLVD
DURMONT ST
ELSMERE DR ALBURTONI ST VICTORIA ST 186ND ST 184ND ST 182ND ST 189ND ST LOYOLA AVE UNIVERSITY DR DURMONT ST MLK JR. ST
KEY PLAN (N.T.S.)
NORTH 0 20' 40' 80'
REFERENCE INFORMATION MAY BE PRESENTED VIA LINE COLOR AND STYLE OR LINEWEIGHT SIZE AND STYLE. CWDG IS NOT RESPONSIBLE FOR PLANS REPRODUCED BY OTHERS OR PLANS PRINTED IN BLACK & WHITE OR MONOCHROME.
Know what'sbelow.
Call before you dig.
R
26 LP-6
1 1 ADDENDUM 1
3 ADDENDUM 3
3 AVALON BOULEVARD UNIVERSITY DRIVE UNIVERSITY DRIVE
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR TR
TR TR TR TR TR TR TR
KN
KN
TR
ST
TR
TR TR
TR
KN
ST
KN
KN
KN
TR
TR
ST
ST ST ST
ST
ST
ST ST
ST ST
ST
ST
ST
AD AD AD AD AD
AD
AD
AD
AD
AD AD
AD AD AD
ST
ST
ST
AD AD AD
AD
AD AD AD AD AD
AD ST
AD
ST ST ST
ST
ST
ST ST
AD
AD
AD
AD AD
AD
AD
AD
AD ST ST ST
ST
ST
ST ST
AD AD AD AD AD
AD
AD
AD
AD
TR TR TR TR TR
TR
TR
TR
TR
TR
TR
TR
TR KN
CH
CH
CH
TR TR TR TR TR TR TR TR TR TR TR TR
TR TR TR TR TR TR TR TR
TR TR TR TR TR TR TR TR TR TR TR TR TR
TR TR TR TR TR TR TR TR TR TR TR TR
KN
KN KN
KN KN
KN
CH CH
KN KN KN
KN
TR
TR TR TR
TR TR TR
CH CH
CH
TR
TR TR
TR TR
CH CH
TR TR
TR
TR TR
TR
CH
TR TR
TR TR
KN
TR
KN
KN
TR
TR
TR
TR TR
KN KN KN CH CH CH CH
KN
CH
CH
CH
CH
CH KN
KN
KA KA KA KA KA KA KA KA KA
CH CH CH
CH CH
KN
KN KN KN KN
KA KA KA KA KA KA KA KA KA
CH
CH
KA KA
KN
KN
KA KA KA
CH
KN
KN KN
KA KA KA
CH
CH
CH
KA KA KA KA KA KAKN KA KA
KN
CH
CH
CH
CH
KN
KN
KN KN
KN KN
KN
KN
TR
TR TR
CH
TR TR TR TR TR TR TR TR TR TR TR TR TR
TR TR TR TR TR TR TR TR TR
TR TR TR TR TR TR TR TR TR TR TR TR TR
TR TR TR TR TR TR TR TR TR TR TR TR
KN
KN KN
CH KN KN
KN
KN KN KN KN CH CH
KN
TR TR TR TR
TR TR TR TR
TR TR TR
TR TR TR
CH
TR TR
TR TR
KN
TR
KN
KN
CH
CH KN CH CH KN KN KN
CH CH CH KN KN KN KN
CH
CH KN
KN
KA KA KA KA KA KA KA KA KA
CH CH
CH
KN
KN KN KN
KA KA KA KA KA KA KA KA KA
CH CH
CH CH
KA KA
CH
KA KA KA
CH
KN
KN KN
KA KA KA
CH
CH
CH
KA KA KA KA KA KA
KA
CH KA KA KA KA CH KA KA KA KA
CH
CH
CH
KN
KN
KN
KN
KN
KN KN
KN
KN
KN
TR TR TR TR TR TR TR TR TR TR TR TR
TR TR TR TR TR TR TR TR TR
TR TR TR TR TR TR TR TR TR TR TR TR TR
TR TR TR TR TR TR TR TR TR TR TR TR
CH KN
KN KN
CH CH
CH CH
KN KN
KN
CH CH KN
KN KN KN
KN
TR
CH
TR TR TR TR
TR TR TR TR
TR TR TR
TR TR TR
CH
TR TR
TR TR
TR
CH CH CH KN KN
KN CH KN KN CH CH CH KN KN KN
KA
KA
CH
TR
TR
TR
TR
TR
TR
KN
TR
TR
EXISTING HARDSCAPE
TR TR TR TR KN KN KN KN KN TR TR TR TR
AVALON BOULEVARD 186TH STREET
ST
ST
ST
AD AD AD
AD
AD AD AD AD AD
AD ST
AD
ST
ST
ST
AD AD AD
AD
AD AD AD AD AD
AD ST AD
ST
ST
ST
AD AD AD
AD
AD AD AD AD
AD
AD ST
AD
ST
ST
ST
AD AD
AD
AD AD AD AD AD
AD ST
ST ST ST
ST
ST
ST ST
AD AD AD AD AD
AD
AD
AD
ST ST ST
ST
ST
ST ST
AD AD AD AD AD
AD
AD
AD
AD ST ST ST
ST
ST
ST
ST
AD AD AD AD
AD
AD
AD
AD
TR TR TR TR TR
TR TR TR
TR
TR
KN KN
KN KN
KN
CH
TR TR
KN KN
KN KN KN
KN
KN
KA KA KA KA KA KA KA KA
CH
CH
KN
KN KN KN
KA KA KA KA KA KA KA KA KA
CH
CH CH
KA KA
KA KA KA
CH
KN
KN KN
KA KA KA
CH
CH
CH
KA KA KA
KA
KN KA KA
KN CH
CH
CH
KN
KN
KN KN
KN
TR TR TR TR
TR TR TR TR TR
TR TR TR TR TR TR TR TR TR TR
CH
CH CH
KN KN
TR TR
TR TR TR TR
TR TR TR
TR TR TR
TR TR
TR
KN
KN
CH KN CH CH CH KN KN CH CH
CH CH
KN KN KN
CH KN
CH KN
KN
KA KA KA KA KA KA KA KA
KN
KN
KN KN KN
KA KA KA KA KA KA KA KA
KN
KN
KA KA KA
CH
KN
KN KN
KA KA KA
CH
CH
CH
KN KA KA KA KA KA
KN CH
CH
CH
KN
KN
CH
CH CH
TR TR TR TR TR TR
TR TR TR TR TR TR TR
TR TR TR TR TR TR TR TR TR
TR TR TR TR TR TR TR TR TR TR TR TR TR
TR TR TR TR TR TR TR TR TR TR TR TR
KN
KN KN
CH KN KN
KN
CH CH
KN
TR TR TR TR
TR TR TR TR
TR TR
TR TR
TR TR TR
TR TR TR
CH CH
TR TR
TR TR
KN
TR
KN
KN KN
CH CH KN CH CH CH KN KN CH CH CH KN KN KN
CH
KN
CH KN CH CH
CH
CH
CH
KN
KN
KA KA KA KA KA KA KA KA KA
CH
CH
KN
KN KN KN
KA KA KA KA KA KA KA KA KA
CH
CH
KA KA
KN
KA KA KA
CH
KN
KN KN
KA KA KA
CH
CH
CH
KA KA KA KA KA KA
KA KA KA KA KA KA KA KA KA
KN
KN
CH CH
CH
CH
CH
KN
KN
KN
KN
KN
KN
KN KN
KN
KN
CH
TR TR TR TR TR TR TR TR TR TR TR TR TR
TR TR TR TR TR TR TR TR TR
TR TR TR TR TR TR TR TR
CH KN
KN KN
CH CH
CH CH
KN KN
KN
KN CH CH KN KN KN
KN
TR TR
CH
TR TR TR
TR TR TR
CH
TR
TR TR
TR TR
TR TR TR
TR TR TR
CH CH
TR TR
TR TR
KN
CH
KN
CH CH KN KN KN
CH CH KN CH CH CH KN
CH KN KN CH CH CH KN KN KN
CH
KN
KN
KA KA KA KA
KA KA
CH
CH CH
KA
KA
KA KA KA KA
KA KA
KA
KA KA KA KA KA KA KA KA KA
KA
KA KA KA KA
KA KA
KN
KN
KN
CH KN
CH
CH
CH
CH
CH
CH CH
TR
TR
TR
TR
TR
TR
TR
TR
TR TR TR TR
TR
TR
TR
TR
TR
KN KN KN TR KN
TR
TR
TR
TR
TR
TR
TR
KA KA
EXISTING LADWP TOWER
EXISTING GUARD RAIL
EXISTING GUARD RAIL EXISTING HARDSCAPE
PLANT PALETTE
BOTANIC NAME COMMON NAME SIZE/SPACING WUCOLS QTY.
SHRUBS
TREES DETAIL
5 GAL MOD
5 GAL LOW
5 GAL LOW
70 229
Asparagus densiflorus 'Myers'
Kniphofia caulescens
FOXTAIL FERN
TORCH LILY
5 GAL LOW 207
Strelitzia reginae BIRD OF PARADISE
Kalanchoe daigremontiana MOTHER OF THOUSANDS
AD 5 GAL MOD 110
KN
ST
KA
'D','E' SHEET LP-15
'D','E' SHEET LP-15
'D','E' SHEET LP-15
'D','E' SHEET LP-15
TR Tradescantia pallida 'variegata' VARIEGATED PURPLE HEART 'D','E' SHEET LP-15 Butia capitata PINDO PALM 9' BTH LOW 13 'A','B','C' SHEET LP-15 CH Chondropetalum tectorum SMALL CAPE RUSH 5 GAL LOW 186 'D','E' SHEET LP-15 445
HARDSCAPE
3" MIN LAYER DECOMPOSED GRANITE
CALIFORNIA GOLD
23,138 S.F. LP-16 'A'
STAMPED CONCRETE 1140 S.F. LP-16 'B'
NOTES:
THESE PLANS COVER PLANTING AREAS ONLY. ALL EXISTING HARDSCAPE TO REMAIN. · PLANT SYMBOL SIZE REPRESENTS PLANT AT MATURE SIZE, PLANT SPACING AS SHOWN ON PLAN. · TREES/ SHRUBS/ GROUNDCOVERS MAY BE NATIVE TO CALIFORNIA. ANY REQUESTED SUBSTITUTIONS MADE DUE TO AVAILABILITY SHALL BE CALIFORNIA NATIVE SPECIES SHALL BE PRIOR APPROVED BY LANDSCAPE ARCHITECT. · PLANT COUNTS ARE SHOWN FOR CONTRACTOR CONVENIENCE ONLY - CONTRACTOR SHALL VERIFY ORDER OF ACTUAL SYMBOL COUNT PER PLAN FROM THEIR OWN PERSONNEL'S TAKE-OFF OF. · ALL PLANT MATERIAL 15 GALLON AND LARGER SHALL BE SPOTTED FOR FINAL LOCATION PRIOR TO EXCAVATION BY OWNERS REPRESENTATIVE. · PLANTING ADJUSTMENTS/ REALIGNMENT DUE TO FINAL FIELD LOCATIONS OF UTILITIES SHALL BE INCLUDED AS PART OF CONTRACTOR BID. · ALL TREES WITHIN 5' OF HARDSCAPE SHALL RECEIVE ROOT BARRIER PER DETAILS · PLANT WATER USE VALUES ARE PER WUCOLS IV PLANT LIST
· SOIL AMENDMENT/SOIL MANAGEMENT PLAN SHALL BE PER RECOMMENDATIONS PROVIDED WITHIN THE
AGRONOMIC SOIL TEST/ REPORT INCLUDED WITHIN THE PLANTING DETAILS · CONTRACTOR SHALL COMPLETE PLANTING PIT INFILTRATION TESTS PRIOR TO TREE/SHRUB PLANTING WITH
VERIFICATION FROM LANDSCAPE ARCHITECT AND OR THE OWNER'S REPRESENTATIVE, ANY ADDITIONAL REQUIRED
ROOT ZONE DRY WELLS, OR BREATHER TUBES SHALL BE INCLUDED BASED UPON SOIL MANAGEMENT REPORT FINDINGS AND LOW PERCOLATION TREE DRY WALL DETAIL · THE CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED LANDSCAPE AREAS
BEYOND THE LIMIT OF WORK, INCLUDING REPAIRING ANY IRRIGATION LINES/SPRINKLER HEADS, WHERE DAMAGE IS A DIRECT RESULT OF LANDSCAPE CONSTRUCTION ACTIVITIES AND OR THEIR SUB-CONTRACTOR'S ACTIVITIES.
REPLACEMENT ITEMS SHALL BE EXACT DUPLICATION OF ORIGINAL WORK OR PLANTS, UNLESS OTHERWISE APPROVED BY THE OWNER'S REPRESENTATIVE. · SIGHT LINES WILL NOT BE AFFECTED BY ALL PLANTING WITHIN THE MEDIANS.
CITY OF CARSON
250317 of 37
LANDSCAPE IMPROVEMENT PLANS:
PH: 310 464 8404
3825 DEL AMO BOULEVARD
TORRANCE, CA 90503
WWW.BREENDESIGN.COM
RIVERSIDE, CA 92504
WWW.CWDG.COM
PH: 951 369 0700
7111 INDIANA AVE, SUITE 300 CARSON STREET MEDIAN AND
AVALON STREET MEDIAN
SEAL: MATCHLINE, SEE RIGHT ABOVE MATCHLINE, SEE SHEET LP-8 MATCHLINE, SEE SHEET LP-6 MATCHLINE, SEE LEFT BELOW
AVALON BOULEVARD CARSON STREET
AVALON BOULEVARD
405 SAN DIEGO FREEWAY
SHEET
LP-1
SHEET
LP-2
SHEET
LP-3
SHEET
LP-4
SHEET
LP-5
SHEET
LP-6
SHEET
LP-7
SHEET
LP-8
SHEET
LP-9
SHEET
LP-10
SHEET
LP-11 213TH ST DESFORD ST
GRACE AVE 219TH ST 220TH ST
DEL AMO BLVD
DURMONT ST
ELSMERE DR ALBURTONI ST VICTORIA ST 186ND ST 184ND ST 182ND ST 189ND ST LOYOLA AVE UNIVERSITY DR DURMONT ST MLK JR. ST
KEY PLAN (N.T.S.)
NORTH 0 20' 40' 80'
REFERENCE INFORMATION MAY BE PRESENTED VIA LINE COLOR AND STYLE OR LINEWEIGHT SIZE AND STYLE. CWDG IS NOT RESPONSIBLE FOR PLANS REPRODUCED BY OTHERS OR PLANS PRINTED IN BLACK & WHITE OR MONOCHROME.
Know what'sbelow.
Call before you dig.
R
27 LP-7
1 1 ADDENDUM 1
2 2
2 ADDENDUM 2
3 ADDENDUM 3
3 AVALON BOULEVARD 184TH STREET MH
ST
ST
ST
AD AD AD
AD
AD
AD AD
AD
AD
AD ST
AD
ST
ST
ST AD
AD AD AD AD AD
ST AD
ST ST
ST
ST
ST
ST ST
AD AD
AD
AD
ST ST ST
ST
ST
ST ST
AD AD AD AD AD
AD AD
AD
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR KN KN KN KN KN KN KN KN
TR
TR
TR
TR
TR
TR
TR
TR
TR TR TR TR TR TR TR TR TR TR TR
TR TR TR TR TR TR TR TR TR TR
TR TR
TR KA KA
KA
KA
KA CH
CH CH
TR TR TR TR TR TR
TR TR TR TR TR
CH CH CH KN
CH CH
KN KN CH
KN
KN
KN
KN KN
TR
TR TR
TR TR TR
CH CH
TR TR
TR
KN CH CH CH CH CH
CH CH CH
KN CH
TR
KN
CH
KN
KA KA
KN
KN
KN
KA KA KA
KA KA
KA
KA
KA
ST KA KA
CH
CH CH KA KN
KA KA
KN KN KN
KA KA KA KA KA KA KA
KN
KA KA KA
CH
KN
KN
KA KA KA
CH
CH KA KA
KA KA
KA KA
KA KA
KA
KA KA KA KA KA KA KA KA KA
KA KA KA KA KA
CH CH
CH
CH
CH
TR TR TR TR TR TR
TR TR TR TR TR TR TR TR TR TR TR TR TR
TR TR TR TR TR
KN KN KN
CH CH
TR
CH
TR TR
TR TR
CH
CH
TR TR
TR TR
KN
KN
TR
TR TR TR TR TR TR TR TR
TR TR TR TR
TR
TR
TR TR TR
TR
EXISTING LADWP TOWER
EXISTING GUARD RAIL
EXISTING GUARD RAIL EXISTING HARDSCAPE
EXISTING HARDSCAPE
AVALON BOULEVARD 182ND STREET
ST
ST
ST
AD AD AD
AD
AD AD AD AD AD
AD ST
AD
ST
ST
ST
AD AD AD
AD
AD AD AD AD AD
AD ST
AD
ST
ST
ST
AD AD AD
AD
AD AD AD AD
AD ST
AD
ST ST ST
ST
ST
ST ST
AD AD AD AD AD
AD AD
AD ST ST ST
ST
ST
ST ST
AD AD AD AD AD
AD AD
AD ST ST ST
ST
ST
ST
ST
AD AD AD AD AD
AD AD
CH AD
TR TR
TR TR TR
TR TR TR
KN KN KN
CH
TR TR
CH
TR TR TR TR TR TR
TR TR TR TR
TR TR TR TR TR TR TR
TR TR TR TR TR
CH CH CH KN KN KN
KN KN CH CH
TR TR TR
CH
TR TR
TR TR
CH
TR
TR TR
TR TR
KN
TR
KN
TR
KA
CH
CH
KA KA KA KA KA
KN
KN
KA KA KA KA KA KA KA
KA
KA KA
KA KA
KA KA
KN
KA KA KA
KA
KN
KN KN
KA
KA KA
KA
KA
CH
CH
CH
TR TR TR TR TR TR TR TR TR TR TR
TR TR TR TR TR TR
TR TR TR TR TR TR TR TR
TR TR TR TR TR TR TR
CH CH CH KN KN KN
CH CH KN KN KN
KN
TR TR TR TR
TR TR
TR TR
CH CH
TR TR
TR
CH
TR
TR
TR
TR
KA
KN
KA KA KA KA KA KA
KA
KN
KN KN
KA KA KA KA KA KA KA
KA
KA KA
KA
KA KA
KN
KA KA KA
KA
KN
KN KN
KA KA
KA
CH
CH
CH
CH
CH
TR TR TR TR TR TR TR TR TR TR TR TR
TR TR TR TR TR TR TR TR TR
TR TR TR TR TR TR TR TR TR TR
TR TR TR TR TR TR
KN KN
KN KN CH
TR TR
KN KN
KN
CH CH CH
TR TR TR TR
CH CH CH
CH CH
TR TR
TR TR
CH CH
CH CH
TR TR
TR TR
KN
KN
TR
KN
KN KN
KA TR TR
KN
KA KA
KA
CH
CH CH KN KN KN
KA KA KA KA KA KA KA KA KA
KA CH CH KA
KN KN
KN KN KN KN
KA KA KA
KA
KA
KA KA
CH CH CH
CH
KA KA
KN
KA KA KA
CH KA
KA KA KA
KA KA
KA
KA
KA KA
KA
KA
TR TR TR TR
TR TR
TR
TR
EXISTING LADWP TOWER
EXISTING GUARD RAIL
EXISTING GUARD RAIL
EXISTING HARDSCAPE
PLANT PALETTE
BOTANIC NAME COMMON NAME SIZE/SPACING WUCOLS QTY.
SHRUBS
TREES DETAIL
5 GAL MOD
5 GAL LOW
5 GAL LOW
56 86
Asparagus densiflorus 'Myers'
Kniphofia caulescens
FOXTAIL FERN
TORCH LILY
5 GAL LOW 152
Strelitzia reginae BIRD OF PARADISE
Kalanchoe daigremontiana MOTHER OF THOUSANDS
AD 5 GAL MOD 86
KN
ST
KA
'D','E' SHEET LP-15
'D','E' SHEET LP-15
'D','E' SHEET LP-15
'D','E' SHEET LP-15
TR Tradescantia pallida 'variegata' VARIEGATED PURPLE HEART 'D','E' SHEET LP-15 Butia capitata PINDO PALM 9' BTH LOW 10 'A','B','C' SHEET LP-15 CH Chondropetalum tectorum SMALL CAPE RUSH 5 GAL LOW 86 'D','E' SHEET LP-15 258
HARDSCAPE
3" MIN LAYER DECOMPOSED GRANITE
CALIFORNIA GOLD
16,171 S.F. LP-16 'A'
STAMPED CONCRETE 610 S.F. LP-16 'B'
NOTES:
THESE PLANS COVER PLANTING AREAS ONLY. ALL EXISTING HARDSCAPE TO REMAIN. · PLANT SYMBOL SIZE REPRESENTS PLANT AT MATURE SIZE, PLANT SPACING AS SHOWN ON PLAN. · TREES/ SHRUBS/ GROUNDCOVERS MAY BE NATIVE TO CALIFORNIA. ANY REQUESTED SUBSTITUTIONS MADE DUE TO AVAILABILITY SHALL BE CALIFORNIA NATIVE SPECIES SHALL BE PRIOR APPROVED BY LANDSCAPE ARCHITECT. · PLANT COUNTS ARE SHOWN FOR CONTRACTOR CONVENIENCE ONLY - CONTRACTOR SHALL VERIFY ORDER OF ACTUAL SYMBOL COUNT PER PLAN FROM THEIR OWN PERSONNEL'S TAKE-OFF OF. · ALL PLANT MATERIAL 15 GALLON AND LARGER SHALL BE SPOTTED FOR FINAL LOCATION PRIOR TO EXCAVATION BY OWNERS REPRESENTATIVE. · PLANTING ADJUSTMENTS/ REALIGNMENT DUE TO FINAL FIELD LOCATIONS OF UTILITIES SHALL BE INCLUDED AS PART OF CONTRACTOR BID. · ALL TREES WITHIN 5' OF HARDSCAPE SHALL RECEIVE ROOT BARRIER PER DETAILS · PLANT WATER USE VALUES ARE PER WUCOLS IV PLANT LIST
· SOIL AMENDMENT/SOIL MANAGEMENT PLAN SHALL BE PER RECOMMENDATIONS PROVIDED WITHIN THE
AGRONOMIC SOIL TEST/ REPORT INCLUDED WITHIN THE PLANTING DETAILS · CONTRACTOR SHALL COMPLETE PLANTING PIT INFILTRATION TESTS PRIOR TO TREE/SHRUB PLANTING WITH
VERIFICATION FROM LANDSCAPE ARCHITECT AND OR THE OWNER'S REPRESENTATIVE, ANY ADDITIONAL REQUIRED
ROOT ZONE DRY WELLS, OR BREATHER TUBES SHALL BE INCLUDED BASED UPON SOIL MANAGEMENT REPORT FINDINGS AND LOW PERCOLATION TREE DRY WALL DETAIL · THE CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED LANDSCAPE AREAS
BEYOND THE LIMIT OF WORK, INCLUDING REPAIRING ANY IRRIGATION LINES/SPRINKLER HEADS, WHERE DAMAGE IS A DIRECT RESULT OF LANDSCAPE CONSTRUCTION ACTIVITIES AND OR THEIR SUB-CONTRACTOR'S ACTIVITIES.
REPLACEMENT ITEMS SHALL BE EXACT DUPLICATION OF ORIGINAL WORK OR PLANTS, UNLESS OTHERWISE APPROVED BY THE OWNER'S REPRESENTATIVE. · SIGHT LINES WILL NOT BE AFFECTED BY ALL PLANTING WITHIN THE MEDIANS.
CITY OF CARSON
250317 of 37
LANDSCAPE IMPROVEMENT PLANS:
PH: 310 464 8404
3825 DEL AMO BOULEVARD
TORRANCE, CA 90503
WWW.BREENDESIGN.COM
RIVERSIDE, CA 92504
WWW.CWDG.COM
PH: 951 369 0700
7111 INDIANA AVE, SUITE 300 CARSON STREET MEDIAN AND
AVALON STREET MEDIAN
SEAL: MATCHLINE, SEE RIGHT ABOVE MATCHLINE, SEE SHEET LP-9 MATCHLINE, SEE SHEET LP-7 MATCHLINE, SEE LEFT BELOW
AVALON BOULEVARD CARSON STREET
AVALON BOULEVARD
405 SAN DIEGO FREEWAY
SHEET
LP-1
SHEET
LP-2
SHEET
LP-3
SHEET
LP-4
SHEET
LP-5
SHEET
LP-6
SHEET
LP-7
SHEET
LP-8
SHEET
LP-9
SHEET
LP-10
SHEET
LP-11 213TH ST DESFORD ST
GRACE AVE 219TH ST 220TH ST
DEL AMO BLVD
DURMONT ST
ELSMERE DR ALBURTONI ST VICTORIA ST 186ND ST 184ND ST 182ND ST 189ND ST LOYOLA AVE UNIVERSITY DR DURMONT ST MLK JR. ST
KEY PLAN (N.T.S.)
NORTH 0 20' 40' 80'
REFERENCE INFORMATION MAY BE PRESENTED VIA LINE COLOR AND STYLE OR LINEWEIGHT SIZE AND STYLE. CWDG IS NOT RESPONSIBLE FOR PLANS REPRODUCED BY OTHERS OR PLANS PRINTED IN BLACK & WHITE OR MONOCHROME.
Know what'sbelow.
Call before you dig.
R
28 LP-8
1 1 ADDENDUM 1
2 2
2 ADDENDUM 2
3 ADDENDUM 3
3 AVALON BOULEVARD VICTORIA STREET
ST
ST
AD ST
AD AD AD AD AD
AD ST
ST
ST
AD ST
AD AD AD AD AD
AD ST
ST
ST
AD ST
AD AD AD
AD
AD
AD ST
ST
ST
AD ST
AD
AD AD
AD AD
ST ST ST AD ST
ST
ST
ST ST
AD AD AD AD AD
AD AD
AD
ST ST ST
ST
ST
ST ST
AD AD AD AD AD
AD AD
AD
ST ST ST ST
ST
AD AD
TR TR
TR
TR
TR
TR
TR
TR
TR
TR TR TR TR TR
TR TR TR TR
KA KA
KA KA KA KA KA
KA KN KN
TR
KN
KA KA
KA KA KA KA
KA KA KA KA KA
KA KA
KA KA KA
CH
KN
KA KA KA KA
KA KN KA
KN
KN CH
TR TR TR TR TR TR
TR TR TR TR TR TR
CH KN KN KN KN CH CH
TR TR
KN CH CH CH KN KN
TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR
TR
TR TR
TR
TR TR TR
TR TR TR
TR
TR TR TR TR
KA KA KA KA KA KA
KA KA KA KA
KA
KA
KA KA KA
KA
KA KA
KN KN KN KN
KA
KA
KA
KA
KA
KA
KA
KA
KA
KA
KA
KA
KA
KA
KA
KA
KA
KA
CH
CH
CH
CH
TR
TR
TR
TR
TR
TR
TR
TR TR
TR
TR
TR
TR
TR
TR
KN
KN
KN
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR TR TR TR TR TR TR TR TR TR TR TR
TR
TR
TR
TR
TR
TR
TR
TR
TR KN
KN
KN
CH
CH CH
CH KN CH
KN KN CH CH
KA KA KA KA
KA KA KA KA KA KA
CH
KA
KA
KA
KA
KA
KA KA
KA KA KA KA KA KA KA KA KA
KA KA KA KA KA KA KA KA KA
KN KN KN CH CH CH CH CH
CH KN
KA
EXISTING LADWP TOWER
EXISTING GUARD RAIL
EXISTING HARDSCAPE
AVALON BOULEVARD
AD ST
AD
ST
ST
ST
AD AD AD
AD
AD
AD
AD
AD AD
AD ST
AD
ST ST ST
ST
ST
ST
AD AD AD AD
KA KA KA KA KA KA KA KA KA KA
KA KA KA KA KA KA KA KA
CH CH CH KN KN KN KA
ST
TR TR TR TR TR TR TR TR TR TR
TR TR TR TR TR TR
TR TR TR TR TR TR
TR TR TR TR TR TR TR TR TR TR TR TR TR TR
CH CH KN CH CH CH KN KN
TR TR TR TR TR TR TR TR TR TR KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA
KA
KA KA KA KA KA KA KA KA KA KA
CH CH CH
CH
TR
TR
TR
TR
TR TR TR
TR TR TR TR TR TR TR TR TR
TR
TR
TR TR TR TR TR TR
TR
TR TR TR TR
TR
TR TR
KN KN TR
KN KN
KA KA KA KA KA KA KA
KA KA KA KA KA KA KA KA KA KA KA KA
CH KA KA KN KA KA CH KA KA
KA KA
KA KA
KA KA
KA
KA
KA
KA
KA
KA
KA
KA
KA
KA
KA
KA KA KA
CH
CH
CH
KN
CH
CH
CH CH CH
KN
KN
KN
KN
KN
KN
KN
KN CH
CH CH
CH CH
CH
TR TR
TR TR TR
TR TR TR TR TR
TR TR TR TR
KN KN
KN KN KN
CH CH CH
TR TR TR TR
TR TR TR
CH CH
TR
TR TR
TR TR
TR TR TR
TR TR TR
TR TR
TR TR
TR
CH CH CH KN KN
KN
CH CH
KA
KA
KA
KA
KA
KA
KA
KA
KA
KA KA
KA
KA
KA
KA
KA
KA KA KA
KA KA KA KA KA KA KA KA KA
KA KN KA
KN
KN
KN
KN
KN
KN
CH CH
CH
CH CH
CH
EXISTING LADWP TOWER
EXISTING GUARD RAIL
EXISTING GUARD RAIL
EXISTING HARDSCAPE
TR TR TR
TR
PLANT PALETTE
BOTANIC NAME COMMON NAME SIZE/SPACING WUCOLS QTY.
SHRUBS
TREES DETAIL
5 GAL MOD
5 GAL LOW
5 GAL LOW
47 66
Asparagus densiflorus 'Myers'
Kniphofia caulescens
FOXTAIL FERN
TORCH LILY
5 GAL LOW 216
Strelitzia reginae BIRD OF PARADISE
Kalanchoe daigremontiana MOTHER OF THOUSANDS
AD 5 GAL MOD 63
KN
ST
KA
'D','E' SHEET LP-15
'D','E' SHEET LP-15
'D','E' SHEET LP-15
'D','E' SHEET LP-15
TR Tradescantia pallida 'variegata' VARIEGATED PURPLE HEART 'D','E' SHEET LP-15 Butia capitata PINDO PALM 9' BTH LOW 10 'A','B','C' SHEET LP-15 CH Chondropetalum tectorum SMALL CAPE RUSH 5GAL LOW 67 'D','E' SHEET LP-15 228
HARDSCAPE
3" MIN LAYER DECOMPOSED GRANITE
CALIFORNIA GOLD
15,830 S.F. LP-16 'A'
STAMPED CONCRETE 978 S.F. LP-16 'B'
NOTES:
THESE PLANS COVER PLANTING AREAS ONLY. ALL EXISTING HARDSCAPE TO REMAIN. · PLANT SYMBOL SIZE REPRESENTS PLANT AT MATURE SIZE, PLANT SPACING AS SHOWN ON PLAN. · TREES/ SHRUBS/ GROUNDCOVERS MAY BE NATIVE TO CALIFORNIA. ANY REQUESTED SUBSTITUTIONS MADE DUE TO AVAILABILITY SHALL BE CALIFORNIA NATIVE SPECIES SHALL BE PRIOR APPROVED BY LANDSCAPE ARCHITECT. · PLANT COUNTS ARE SHOWN FOR CONTRACTOR CONVENIENCE ONLY - CONTRACTOR SHALL VERIFY ORDER OF ACTUAL SYMBOL COUNT PER PLAN FROM THEIR OWN PERSONNEL'S TAKE-OFF OF. · ALL PLANT MATERIAL 15 GALLON AND LARGER SHALL BE SPOTTED FOR FINAL LOCATION PRIOR TO EXCAVATION BY OWNERS REPRESENTATIVE. · PLANTING ADJUSTMENTS/ REALIGNMENT DUE TO FINAL FIELD LOCATIONS OF UTILITIES SHALL BE INCLUDED AS PART OF CONTRACTOR BID. · ALL TREES WITHIN 5' OF HARDSCAPE SHALL RECEIVE ROOT BARRIER PER DETAILS · PLANT WATER USE VALUES ARE PER WUCOLS IV PLANT LIST
· SOIL AMENDMENT/SOIL MANAGEMENT PLAN SHALL BE PER RECOMMENDATIONS PROVIDED WITHIN THE
AGRONOMIC SOIL TEST/ REPORT INCLUDED WITHIN THE PLANTING DETAILS · CONTRACTOR SHALL COMPLETE PLANTING PIT INFILTRATION TESTS PRIOR TO TREE/SHRUB PLANTING WITH
VERIFICATION FROM LANDSCAPE ARCHITECT AND OR THE OWNER'S REPRESENTATIVE, ANY ADDITIONAL REQUIRED
ROOT ZONE DRY WELLS, OR BREATHER TUBES SHALL BE INCLUDED BASED UPON SOIL MANAGEMENT REPORT FINDINGS AND LOW PERCOLATION TREE DRY WALL DETAIL · THE CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED LANDSCAPE AREAS
BEYOND THE LIMIT OF WORK, INCLUDING REPAIRING ANY IRRIGATION LINES/SPRINKLER HEADS, WHERE DAMAGE IS A DIRECT RESULT OF LANDSCAPE CONSTRUCTION ACTIVITIES AND OR THEIR SUB-CONTRACTOR'S ACTIVITIES.
REPLACEMENT ITEMS SHALL BE EXACT DUPLICATION OF ORIGINAL WORK OR PLANTS, UNLESS OTHERWISE APPROVED BY THE OWNER'S REPRESENTATIVE. · SIGHT LINES WILL NOT BE AFFECTED BY ALL PLANTING WITHIN THE MEDIANS.
CITY OF CARSON
250317 of 37
LANDSCAPE IMPROVEMENT PLANS:
PH: 310 464 8404
3825 DEL AMO BOULEVARD
TORRANCE, CA 90503
WWW.BREENDESIGN.COM
RIVERSIDE, CA 92504
WWW.CWDG.COM
PH: 951 369 0700
7111 INDIANA AVE, SUITE 300 CARSON STREET MEDIAN AND
AVALON STREET MEDIAN
SEAL: MATCHLINE, SEE RIGHT ABOVE MATCHLINE, SEE SHEET LP-10 MATCHLINE, SEE SHEET LP-8 MATCHLINE, SEE LEFT BELOW
AVALON BOULEVARD CARSON STREET
AVALON BOULEVARD
405 SAN DIEGO FREEWAY
SHEET
LP-1
SHEET
LP-2
SHEET
LP-3
SHEET
LP-4
SHEET
LP-5
SHEET
LP-6
SHEET
LP-7
SHEET
LP-8
SHEET
LP-9
SHEET
LP-10
SHEET
LP-11 213TH ST DESFORD ST
GRACE AVE 219TH ST 220TH ST
DEL AMO BLVD
DURMONT ST
ELSMERE DR ALBURTONI ST VICTORIA ST 186ND ST 184ND ST 182ND ST 189ND ST LOYOLA AVE UNIVERSITY DR DURMONT ST MLK JR. ST
KEY PLAN (N.T.S.)
NORTH 0 20' 40' 80'
REFERENCE INFORMATION MAY BE PRESENTED VIA LINE COLOR AND STYLE OR LINEWEIGHT SIZE AND STYLE. CWDG IS NOT RESPONSIBLE FOR PLANS REPRODUCED BY OTHERS OR PLANS PRINTED IN BLACK & WHITE OR MONOCHROME.
Know what'sbelow.
Call before you dig.
R
29 LP-9
1 1 ADDENDUM 1
2 2
2 ADDENDUM 2
3 ADDENDUM 3
3 AVALON BOULEVARD HARBOR VILLAGE
ST
ST
AD ST
AD AD AD AD
ST
ST
ST
AD ST
AD
AD AD
AD AD
AD ST
ST
ST
AD ST
AD AD AD AD AD
AD ST
ST ST ST ST
ST
AD AD AD AD AD
AD
ST ST ST
ST
ST
ST ST
AD AD AD AD AD
AD
AD
AD
AD
ST ST ST
ST ST ST
AD
AD
AD
AD
AD
AD
ST ST
ST
ST ST
ST
AD AD
AD
TR TR TR TR TR TR TR TR TR TR
TR TR TR TR TR TR TR TR TR TR TR TR
TR TR
TR
TR TR
TR
TR
TR
TR
TR
TR
KN
KN
KN
KN
KN
KN
CH
CH
CH
KA KA KA KA KA KA KA KA KA KA KA KA
KA KA KA KA KA KA KA KA
CH CH CH CH CH CH
CH
CH
CH
TR TR TR TR TR TR TR
TR TR TR TR TR TR TR TR TR TR TR TR
TR TR TR TR TR TR TR TR TR TR TR TR
TR TR
KN KN
KN
CH CH CH
CH CH
TR TR
TR TR
TR
TR
TR TR
TR TR
CH CH CH CH KN KN CH
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
CH
CH
TR TR TR TR TR TR
TR TR TR
KA KA KA KA KA KA KA KA KA KA KA KA KA KA
KA KA CH KA KA KN KA KA KA KA KA KA
TR
KN
CH KN
CH
CH
CH KN KN
KN KN
CH
CH CH KN KN KN KN
CH CH
CH
CH
CH
TR TR TR TR TR
TR TR TR
TR TR TR TR
TR TR
TR TR TR TR
TR TR TR TR
TR TR
TR TR
CH
CH
TR TR TR
TR TR TR
TR TR
TR TR
TR
CH
CH
CH
CH CH
KA KA KA KA KA KA KA KA KA KA KA
KA
CH
TR
KA KA KA KA KA KA KA KA KA KA KA KA KA KA
KA KA CH KA KA KN
KA KA KA KA KA KA KA KA KA KA KA KA KA KA
KA CH KA KA KN KA KA
KN
CH KN
CH
CH
CH
KN
CH
KN
KN
KN
TR
TR
TR
TR TR TR
TR
KA
ST
EXISTING LADWP TOWER
EXISTING GUARD RAIL
EXISTING GUARD RAIL
EXISTING HARDSCAPE
AVALON BOULEVARD ALBERTONI STREET
ST
ST
ST
AD AD AD
AD
AD
AD AD AD AD
AD ST
AD
ST
ST
ST
ST
ST
AD
AD AD AD
AD
ST
ST ST
ST
ST ST
AD
AD AD
AD
AD AD
KA
TR
TR
TR
TR TR TR TR TR TR TR TR TR TR
TR TR
TR TR TR TR TR TR TR
TR TR TR TR TR TR TR TR TR TR TR
TR TR TR TR TR TR TR TR TR TR
CH KN KN KN KN
TR TR TR TR
TR TR TR TR
TR
TR
TR
TR TR TR
TR TR
TR TR
TR
CH CH KN KN CH CH
CH KN KN CH CH CH
TR
CH CH CH KN
KN
KA KA
CH CH
CH KN KN
KN KN KN
KA KA KA KA KA KA KA KA KA
CH CH
KN KN KN
KA KA KA KA KA KA KA KA
CH CH
KA KA
KA KA KA
KA KA KA KA
KA KA KA KA KA KA KA
KA
KN
KN KN
CH
CH
CH
CH KN
KN
KN
KN
CH CH
KN
TR TR TR
KN
TR TR TR TR TR TR TR TR TR TR TR TR
TR
TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR
TR TR TR TR
TR TR TR
TR TR TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
CH CH
CH
CH
CH
KN KN KN CH
KN
KN KN
KN
CH
CH
CH
TR TR
KA TR
TR TR
EXISTING HARDSCAPE
PLANT PALETTE
BOTANIC NAME COMMON NAME SIZE/SPACING WUCOLS QTY.
SHRUBS
TREES DETAIL
5 GAL MOD
5 GAL LOW
5 GAL LOW
48 64
Asparagus densiflorus 'Myers'
Kniphofia caulescens
FOXTAIL FERN
TORCH LILY
5 GAL LOW 131
Strelitzia reginae BIRD OF PARADISE
Kalanchoe daigremontiana MOTHER OF THOUSANDS
AD 5 GAL MOD 63
KN
ST
KA
'D','E' SHEET LP-15
'D','E' SHEET LP-15
'D','E' SHEET LP-15
'D','E' SHEET LP-15
TR Tradescantia pallida 'variegata' VARIEGATED PURPLE HEART 'D','E' SHEET LP-15 Butia capitata PINDO PALM 9' BTH LOW 9 'A','B','C' SHEET LP-15 CH Chondropetalum tectorum SMALL CAPE RUSH 5 GAL LOW 86 'D','E' SHEET LP-15 291
HARDSCAPE
3" MIN LAYER DECOMPOSED GRANITE
CALIFORNIA GOLD
13,505 S.F. LP-16 'A'
STAMPED CONCRETE 743 S.F. LP-16 'B'
NOTES:
THESE PLANS COVER PLANTING AREAS ONLY. ALL EXISTING HARDSCAPE TO REMAIN. · PLANT SYMBOL SIZE REPRESENTS PLANT AT MATURE SIZE, PLANT SPACING AS SHOWN ON PLAN. · TREES/ SHRUBS/ GROUNDCOVERS MAY BE NATIVE TO CALIFORNIA. ANY REQUESTED SUBSTITUTIONS MADE DUE TO AVAILABILITY SHALL BE CALIFORNIA NATIVE SPECIES SHALL BE PRIOR APPROVED BY LANDSCAPE ARCHITECT. · PLANT COUNTS ARE SHOWN FOR CONTRACTOR CONVENIENCE ONLY - CONTRACTOR SHALL VERIFY ORDER OF ACTUAL SYMBOL COUNT PER PLAN FROM THEIR OWN PERSONNEL'S TAKE-OFF OF. · ALL PLANT MATERIAL 15 GALLON AND LARGER SHALL BE SPOTTED FOR FINAL LOCATION PRIOR TO EXCAVATION BY OWNERS REPRESENTATIVE. · PLANTING ADJUSTMENTS/ REALIGNMENT DUE TO FINAL FIELD LOCATIONS OF UTILITIES SHALL BE INCLUDED AS PART OF CONTRACTOR BID. · ALL TREES WITHIN 5' OF HARDSCAPE SHALL RECEIVE ROOT BARRIER PER DETAILS · PLANT WATER USE VALUES ARE PER WUCOLS IV PLANT LIST
· SOIL AMENDMENT/SOIL MANAGEMENT PLAN SHALL BE PER RECOMMENDATIONS PROVIDED WITHIN THE
AGRONOMIC SOIL TEST/ REPORT INCLUDED WITHIN THE PLANTING DETAILS · CONTRACTOR SHALL COMPLETE PLANTING PIT INFILTRATION TESTS PRIOR TO TREE/SHRUB PLANTING WITH
VERIFICATION FROM LANDSCAPE ARCHITECT AND OR THE OWNER'S REPRESENTATIVE, ANY ADDITIONAL REQUIRED
ROOT ZONE DRY WELLS, OR BREATHER TUBES SHALL BE INCLUDED BASED UPON SOIL MANAGEMENT REPORT FINDINGS AND LOW PERCOLATION TREE DRY WALL DETAIL · THE CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED LANDSCAPE AREAS
BEYOND THE LIMIT OF WORK, INCLUDING REPAIRING ANY IRRIGATION LINES/SPRINKLER HEADS, WHERE DAMAGE IS A DIRECT RESULT OF LANDSCAPE CONSTRUCTION ACTIVITIES AND OR THEIR SUB-CONTRACTOR'S ACTIVITIES.
REPLACEMENT ITEMS SHALL BE EXACT DUPLICATION OF ORIGINAL WORK OR PLANTS, UNLESS OTHERWISE APPROVED BY THE OWNER'S REPRESENTATIVE. · SIGHT LINES WILL NOT BE AFFECTED BY ALL PLANTING WITHIN THE MEDIANS.
CITY OF CARSON
250317 of 37
LANDSCAPE IMPROVEMENT PLANS:
PH: 310 464 8404
3825 DEL AMO BOULEVARD
TORRANCE, CA 90503
WWW.BREENDESIGN.COM
RIVERSIDE, CA 92504
WWW.CWDG.COM
PH: 951 369 0700
7111 INDIANA AVE, SUITE 300 CARSON STREET MEDIAN AND
AVALON STREET MEDIAN
SEAL: MATCHLINE, SEE RIGHT ABOVE MATCHLINE, SEE SHEET LP-9 MATCHLINE, SEE BELOW
AVALON BOULEVARD CARSON STREET
AVALON BOULEVARD
405 SAN DIEGO FREEWAY
SHEET
LP-1
SHEET
LP-2
SHEET
LP-3
SHEET
LP-4
SHEET
LP-5
SHEET
LP-6
SHEET
LP-7
SHEET
LP-8
SHEET
LP-9
SHEET
LP-10
SHEET
LP-11 213TH ST DESFORD ST
GRACE AVE 219TH ST 220TH ST
DEL AMO BLVD
DURMONT ST
ELSMERE DR ALBURTONI ST VICTORIA ST 186ND ST 184ND ST 182ND ST 189ND ST LOYOLA AVE UNIVERSITY DR DURMONT ST MLK JR. ST MATCHLINE, SEE SHEET LP-11
KEY PLAN (N.T.S.)
NORTH 0 20' 40' 80'
REFERENCE INFORMATION MAY BE PRESENTED VIA LINE COLOR AND STYLE OR LINEWEIGHT SIZE AND STYLE. CWDG IS NOT RESPONSIBLE FOR PLANS REPRODUCED BY OTHERS OR PLANS PRINTED IN BLACK & WHITE OR MONOCHROME.
Know what'sbelow.
Call before you dig.
R
30 LP-10
1 1 ADDENDUM 1
3 ADDENDUM 3
3 MH
AVALON BOULEVARD
GARDENA FREEWAY
ALBERTONI STREET
ST
ST
ST
AD
AD AD
ST AD
AD
ST ST ST
ST
ST
ST ST
AD AD AD AD AD
AD
AD
AD
CH
CH
CH
TR TR TR TR TR TR TR
TR TR TR TR TR
TR TR
KN
TR TR TR TR TR TR TR
TR TR TR
KA KA KA KA KA KA KA KA KA KA KA KA
KA KA CH KA KA KN KA KA KA KA
TR
KN
CH KN
CH
CH
CH KN
KN KN
CH
KN
CH CH KN KN KN
CH
CH
TR
TR
TR TR TR TR
TR
TR TR TR TR
CH
CH
KA
KA
CH
KN CH
KN
KN
TR
TR
KA KA KA KA KA KA KA KA KA KA TR TR
TR
ST ST ST
ST
ST
ST ST
AD AD AD AD AD
AD
AD
AD
AD
ST ST ST
ST
ST
ST ST
AD AD
AD
AD
AD
AD
AD
AD
AD
ST
ST
AD ST
AD AD AD AD AD
AD ST
ST
ST
TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR
TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR
TR TR TR TR TR TR
TR TR
TR
CH
KN
CH
CH CH
KN
KN
KN
KN KN KN
KA KA KA KA KA KA KA KA KA KA KA
CH
CH
TR TR TR TR TR TR TR TR TR
TR TR TR TR TR TR TR TR TR TR TR TR TR
TR TR TR TR TR TR TR TR TR TR TR TR
CH CH CH KN
CH CH
KN KN
KN
KN KN KN CH CH
KN KN
TR TR
KN KN
TR TR TR TR
KN
KN KN
KA KA KA
CH
TR TR
TR TR
TR TR TR
TR TR
TR TR
TR
KN KN CH CH CH KN KN KN
CH CH CH KN KN CH CH CH KN KN KN
KA KA KA KA KA KA KA KA KA KA
KA KA
KA
KA KA KA KA KA KA KA
KN
CH
CH
CH
CH
CH
CH
KN
KN
KN KN
KN
KN
KN
KN
KN
KA
TR TR
TR TR
TR
TR
KA KA
KN CH CH KN KN
KN
KN
KN
KN
CH CH CH CH
KN KN CH CH CH KN
KN KN KN
TR TR TR
CH
CH
CH
CH KN
CH CH
KN KN
KN
CH CH
KN
KN
CH CH KN KN
CH KN KN
KN KN
CH
CH CH
CH
KN KN CH CH
KN KN
KN KN KN CH CH CH
CH CH
KA
KN
CH CH
KN
CH CH
KN
KN KN
KN KN KN
KN KN
CH
CH
CH CH
CH CH
CH CH
KN
KN
CH
KN
KN KN
TR
CH
KN
KN
KN
KN
EXISTING LADWP TOWER EXISTING GUARD RAIL
EXISTING GUARD RAIL
EXISTING HARDSCAPE
KA
TR KA KA KA KA
KA
PLANT PALETTE
BOTANIC NAME COMMON NAME SIZE/SPACING WUCOLS QTY.
SHRUBS
TREES DETAIL
5 GAL MOD
5 GAL LOW
5 GAL LOW
31 106
Asparagus densiflorus 'Myers'
Kniphofia caulescens
FOXTAIL FERN
TORCH LILY
5 GAL LOW 76
Strelitzia reginae BIRD OF PARADISE
Kalanchoe daigremontiana MOTHER OF THOUSANDS
AD 5 GAL MOD 38
KN
ST
KA
'D','E' SHEET LP-15
'D','E' SHEET LP-15
'D','E' SHEET LP-15
'D','E' SHEET LP-15
TR Tradescantia pallida 'variegata' VARIEGATED PURPLE HEART 'D','E' SHEET LP-15 Butia capitata PINDO PALM 9' BTH LOW 5 'A','B','C' SHEET LP-15 CH Chondropetalum tectorum SMALL CAPE RUSH 5 GAL LOW 91 'D','E' SHEET LP-15 152
HARDSCAPE
3" MIN LAYER DECOMPOSED GRANITE
CALIFORNIA GOLD
9,995 S.F. LP-16 'A'
STAMPED CONCRETE 485 S.F. LP-16 'B'
NOTES:
THESE PLANS COVER PLANTING AREAS ONLY. ALL EXISTING HARDSCAPE TO REMAIN. · PLANT SYMBOL SIZE REPRESENTS PLANT AT MATURE SIZE, PLANT SPACING AS SHOWN ON PLAN. · TREES/ SHRUBS/ GROUNDCOVERS MAY BE NATIVE TO CALIFORNIA. ANY REQUESTED SUBSTITUTIONS MADE DUE TO AVAILABILITY SHALL BE CALIFORNIA NATIVE SPECIES SHALL BE PRIOR APPROVED BY LANDSCAPE ARCHITECT. · PLANT COUNTS ARE SHOWN FOR CONTRACTOR CONVENIENCE ONLY - CONTRACTOR SHALL VERIFY ORDER OF ACTUAL SYMBOL COUNT PER PLAN FROM THEIR OWN PERSONNEL'S TAKE-OFF OF. · ALL PLANT MATERIAL 15 GALLON AND LARGER SHALL BE SPOTTED FOR FINAL LOCATION PRIOR TO EXCAVATION BY OWNERS REPRESENTATIVE. · PLANTING ADJUSTMENTS/ REALIGNMENT DUE TO FINAL FIELD LOCATIONS OF UTILITIES SHALL BE INCLUDED AS PART OF CONTRACTOR BID. · ALL TREES WITHIN 5' OF HARDSCAPE SHALL RECEIVE ROOT BARRIER PER DETAILS · PLANT WATER USE VALUES ARE PER WUCOLS IV PLANT LIST
· SOIL AMENDMENT/SOIL MANAGEMENT PLAN SHALL BE PER RECOMMENDATIONS PROVIDED WITHIN THE
AGRONOMIC SOIL TEST/ REPORT INCLUDED WITHIN THE PLANTING DETAILS · CONTRACTOR SHALL COMPLETE PLANTING PIT INFILTRATION TESTS PRIOR TO TREE/SHRUB PLANTING WITH
VERIFICATION FROM LANDSCAPE ARCHITECT AND OR THE OWNER'S REPRESENTATIVE, ANY ADDITIONAL REQUIRED
ROOT ZONE DRY WELLS, OR BREATHER TUBES SHALL BE INCLUDED BASED UPON SOIL MANAGEMENT REPORT FINDINGS AND LOW PERCOLATION TREE DRY WALL DETAIL · THE CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED LANDSCAPE AREAS
BEYOND THE LIMIT OF WORK, INCLUDING REPAIRING ANY IRRIGATION LINES/SPRINKLER HEADS, WHERE DAMAGE IS A DIRECT RESULT OF LANDSCAPE CONSTRUCTION ACTIVITIES AND OR THEIR SUB-CONTRACTOR'S ACTIVITIES.
REPLACEMENT ITEMS SHALL BE EXACT DUPLICATION OF ORIGINAL WORK OR PLANTS, UNLESS OTHERWISE APPROVED BY THE OWNER'S REPRESENTATIVE. · SIGHT LINES WILL NOT BE AFFECTED BY ALL PLANTING WITHIN THE MEDIANS.
CITY OF CARSON
250317 of 37
LANDSCAPE IMPROVEMENT PLANS:
PH: 310 464 8404
3825 DEL AMO BOULEVARD
TORRANCE, CA 90503
WWW.BREENDESIGN.COM
RIVERSIDE, CA 92504
WWW.CWDG.COM
PH: 951 369 0700
7111 INDIANA AVE, SUITE 300 CARSON STREET MEDIAN AND
AVALON STREET MEDIAN
SEAL: MATCHLINE, SEE SHEET LP-10
AVALON BOULEVARD CARSON STREET
AVALON BOULEVARD
405 SAN DIEGO FREEWAY
SHEET
LP-1
SHEET
LP-2
SHEET
LP-3
SHEET
LP-4
SHEET
LP-5
SHEET
LP-6
SHEET
LP-7
SHEET
LP-8
SHEET
LP-9
SHEET
LP-10
SHEET
LP-11 213TH ST DESFORD ST
GRACE AVE 219TH ST 220TH ST
DEL AMO BLVD
DURMONT ST
ELSMERE DR ALBURTONI ST VICTORIA ST 186ND ST 184ND ST 182ND ST 189ND ST LOYOLA AVE UNIVERSITY DR DURMONT ST MLK JR. ST
KEY PLAN (N.T.S.)
NORTH 0 20' 40' 80'
REFERENCE INFORMATION MAY BE PRESENTED VIA LINE COLOR AND STYLE OR LINEWEIGHT SIZE AND STYLE. CWDG IS NOT RESPONSIBLE FOR PLANS REPRODUCED BY OTHERS OR PLANS PRINTED IN BLACK & WHITE OR MONOCHROME.
Know what'sbelow.
Call before you dig.
R
31 LP-11
1 1 ADDENDUM 1
3 ADDENDUM 3
3 3
CARSON STREET
TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR
TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR
AD ST ST AD CH CH
CH CH
AD ST ST
TR TR TR TR TR TR TR
TR TR TR TR TR TR
TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR
TR TR TR TR TR TR TR TR TR TR
TR TR TR TR TR TRTR TR TR TR
CH
CH
CH
CH
CH CH
TR TR TR
TR
KN KN KN KN KN
EXISTING HARDSCAPE
TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR
EXISTING HARDSCAPE
EXISTING HARDSCAPE
MH
MH MH
CARSON STREET AVALON BOULEVARD TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR ST
ST
ST
ST ST ST ST
TR
TR
TR
TR ST TR
TR
TR TR
TR TR ST ST TR
TR
TR TR
TR TR
ST
TR TR
TR TR TR ST
ST
TR
TR TR TR
TR TR TR ST
ST
TR TR TR
TR TR TR ST
ST
TR TR TR
TR TR TR
ST
ST
TR TR TR
TR TR
CH CH
CH
CH
CH
CH
CH
CH
TR TR
TR
TR
TR
TR
TR
TR
KN KN KN
KN KN
KN KN
KN
KN KN
KN
KN
KN KN
KN KN
KN KN
KN KN
KN
KN KN
KN
KN KN
KN
AD AD
AD
AD
AD
AD AD
AD
AD AD
AD
EXISTING HARDSCAPE AD
EXISTING HARDSCAPE
PLANT PALETTE
BOTANIC NAME COMMON NAME SIZE/SPACING WUCOLS QTY.
SHRUBS
TREES DETAIL
5 GAL MOD
5 GAL LOW
5 GAL LOW
23 32
Asparagus densiflorus 'Myers'
Kniphofia caulescens
FOXTAIL FERN
TORCH LILY
Strelitzia reginae BIRD OF PARADISE
AD 5 GAL MOD 15
KN
ST
'D','E' SHEET LP-15
'D','E' SHEET LP-15
'D','E' SHEET LP-15
TR Tradescantia pallida 'variegata' VARIEGATED PURPLE HEART 'D','E' SHEET LP-15 Chamaerops humilis var. 24" BOX LOW 12
cerifera
BLUE ATLAS FAN PALM 'A','B','C' SHEET LP-15
CH Chondropetalum tectorum SMALL CAPE RUSH 5 GAL LOW 18 'D','E' SHEET LP-15 Phoenix dactylifera 'Deglet 15' BTH LOW 11
Noor'
DEGLET NOOR DATE PALM
NOTE: NON-FRUITING MALE SPECIES ONLY
'A','B','C' SHEET LP-15
225
HARDSCAPE
3" MIN LAYER DECOMPOSED GRANITE
CALIFORNIA GOLD
5,020 S.F. LP-16 'A'
NOTES:
THESE PLANS COVER PLANTING AREAS ONLY. ALL EXISTING HARDSCAPE TO REMAIN. · PLANT SYMBOL SIZE REPRESENTS PLANT AT MATURE SIZE, PLANT SPACING AS SHOWN ON PLAN. · TREES/ SHRUBS/ GROUNDCOVERS MAY BE NATIVE TO CALIFORNIA. ANY REQUESTED SUBSTITUTIONS MADE DUE TO AVAILABILITY SHALL BE CALIFORNIA NATIVE SPECIES SHALL BE PRIOR APPROVED BY LANDSCAPE ARCHITECT. · PLANT COUNTS ARE SHOWN FOR CONTRACTOR CONVENIENCE ONLY - CONTRACTOR SHALL VERIFY ORDER OF ACTUAL SYMBOL COUNT PER PLAN FROM THEIR OWN PERSONNEL'S TAKE-OFF OF. · ALL PLANT MATERIAL 15 GALLON AND LARGER SHALL BE SPOTTED FOR FINAL LOCATION PRIOR TO EXCAVATION BY OWNERS REPRESENTATIVE. · PLANTING ADJUSTMENTS/ REALIGNMENT DUE TO FINAL FIELD LOCATIONS OF UTILITIES SHALL BE INCLUDED AS PART OF CONTRACTOR BID. · ALL TREES WITHIN 5' OF HARDSCAPE SHALL RECEIVE ROOT BARRIER PER DETAILS · PLANT WATER USE VALUES ARE PER WUCOLS IV PLANT LIST
· SOIL AMENDMENT/SOIL MANAGEMENT PLAN SHALL BE PER RECOMMENDATIONS PROVIDED WITHIN THE AGRONOMIC SOIL TEST/
REPORT INCLUDED WITHIN THE PLANTING DETAILS
· CONTRACTOR SHALL COMPLETE PLANTING PIT INFILTRATION TESTS PRIOR TO TREE/SHRUB PLANTING WITH VERIFICATION FROM
LANDSCAPE ARCHITECT AND OR THE OWNER'S REPRESENTATIVE, ANY ADDITIONAL REQUIRED ROOT ZONE DRY WELLS, OR
BREATHER TUBES SHALL BE INCLUDED BASED UPON SOIL MANAGEMENT REPORT FINDINGS AND LOW PERCOLATION TREE DRY WALL DETAIL · THE CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED LANDSCAPE AREAS BEYOND THE
LIMIT OF WORK, INCLUDING REPAIRING ANY IRRIGATION LINES/SPRINKLER HEADS, WHERE DAMAGE IS A DIRECT RESULT OF LANDSCAPE CONSTRUCTION ACTIVITIES AND OR THEIR SUB-CONTRACTOR'S ACTIVITIES. REPLACEMENT ITEMS SHALL BE EXACT DUPLICATION OF ORIGINAL WORK OR PLANTS, UNLESS OTHERWISE APPROVED BY THE OWNER'S REPRESENTATIVE. · SIGHT LINES WILL NOT BE AFFECTED BY ALL PLANTING WITHIN THE MEDIANS.
CITY OF CARSON
250317 of 37
LANDSCAPE IMPROVEMENT PLANS:
PH: 310 464 8404
3825 DEL AMO BOULEVARD
TORRANCE, CA 90503
WWW.BREENDESIGN.COM
RIVERSIDE, CA 92504
WWW.CWDG.COM
PH: 951 369 0700
7111 INDIANA AVE, SUITE 300 CARSON STREET MEDIAN AND
AVALON STREET MEDIAN
SEAL: MATCHLINE, SEE RIGHT ABOVE MATCHLINE, SEE SHEET LP-13 MATCHLINE, SEE LEFT BELOW
AVALON BOULEVARD CARSON STREET
AVALON BOULEVARD
405 SAN DIEGO FREEWAY
SHEET
LP-1
SHEET
LP-2
SHEET
LP-3
SHEET
LP-4
SHEET
LP-5
SHEET
LP-6
SHEET
LP-7
SHEET
LP-8
SHEET
LP-9
SHEET
LP-10
SHEET
LP-11 213TH ST DESFORD ST
GRACE AVE 219TH ST 220TH ST
DEL AMO BLVD
DURMONT ST
ELSMERE DR ALBURTONI ST VICTORIA ST 186ND ST 184ND ST 182ND ST 189ND ST LOYOLA AVE UNIVERSITY DR DURMONT ST MLK JR. ST
KEY PLAN (N.T.S.)
NORTH 0 20' 40' 80'
REFERENCE INFORMATION MAY BE PRESENTED VIA LINE COLOR AND STYLE OR LINEWEIGHT SIZE AND STYLE. CWDG IS NOT RESPONSIBLE FOR PLANS REPRODUCED BY OTHERS OR PLANS PRINTED IN BLACK & WHITE OR MONOCHROME.
Know what'sbelow.
Call before you dig.
R
32 LP-12
1 1 ADDENDUM 1
2 ADDENDUM 2
2 2
2 2
2 2
MH MH
CARSON STREET AVALON BOULEVARD
TR TR TR
TR TR
TR TR TR
TR
TR
TR
TR
TR
ST
ST
CH
CH
CH TR
TR
TR
ST
ST
TR
TR
TR
CH CH
CH
ST
TR
TR
TR TR TR TR TR TR TR
TR
TR
TR
TR
TR
TR TR
KN
KN
KN
KN
KN
KN
KN
TR
TR
TR
TR TR TR TR
CH
CH
CH KN
KN
KN
KN
KN KN
KN
KN
ST
TR TR
TR TR
KN
KN
KN
KN
KN KN
KN
TR
TR TR TR TR TR TR TR
TR TR TR TR
TR
AD AD
TR AD
KA KA AD
KA
KA
KA
KA
KA
KA
KA
KA
KA
KA
EXISTING HARDSCAPE
TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR
TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR
EXISTING HARDSCAPE
CH
CH
MH MH BONITA STREET
CARSON STREET
TR TR TR TR TR TR TR TR
TR TR TR TR TR
TR TR
CH ST ST
CH
CH
KN KN
KN
KN KN
TR TR TR
TR TR TR
KN
KN
KN
KN CH
ST ST
TR TR TR
TR TR TR
KN
KN
KN
CH CH
CH ST ST
TR TR TR
TR TR TR CH
CH
KN
KN
KN
KN CH
ST ST
TR TR TR
TR TR TR
KN
KN
KN
ST ST
TR TR TR
TR TR TR CH
CH
KN
KN
KN
KN CH
ST ST
TR TR TR
TR TR TR
KN
KN
KN
ST ST
TR TR TR
TR TR TR CH
CH
KN
KN
KN
KN CH
ST ST
TR TR TR
TR TR TR
KN
KN
KN
ST ST
TR TR TR
TR TR TR CH
CH
KN KN CH TR TR TR
CH CH
CH
KN
CH CH
CH
KN
CH CH
CH
TR TR TR TR
TR TR TR
KN
CH KN
CH
TR
TR
TR
KA
KA
KA
KA
KA
KA
KA
KA KA
KA KA KA
KA
KA
KA KA
KA
KA
KA
KA KA
KA
KA
KA
KA KA
KA KA KA KA
EXISTING HARDSCAPE
EXISTING HARDSCAPE
TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR
TR TR
TR TR
PLANT PALETTE
BOTANIC NAME COMMON NAME SIZE/SPACING WUCOLS QTY.
SHRUBS
TREES DETAIL
5 GAL MOD
5 GAL LOW
5 GAL LOW
24 61
Asparagus densiflorus 'Myers'
Kniphofia caulescens
FOXTAIL FERN
TORCH LILY
5 GAL LOW 42
Strelitzia reginae BIRD OF PARADISE
Kalanchoe daigremontiana MOTHER OF THOUSANDS
AD 5 GAL MOD 4
KN
ST
KA
'D','E' SHEET LP-15
'D','E' SHEET LP-15
'D','E' SHEET LP-15
'D','E' SHEET LP-15
TR Tradescantia pallida 'variegata' VARIEGATED PURPLE HEART 'D','E' SHEET LP-15 Chamaerops humilis var. 24" BOX LOW 13
cerifera
BLUE ATLAS FAN PALM 'A','B','C' SHEET LP-15
CH Chondropetalum tectorum SMALL CAPE RUSH 5 GAL LOW 41 'D','E' SHEET LP-15 Phoenix dactylifera 'Deglet 15' BTH LOW 13
Noor'
DEGLET NOOR DATE PALM
NOTE: NON-FRUITING MALE SPECIES ONLY
'A','B','C' SHEET LP-15
288
HARDSCAPE
3" MIN LAYER DECOMPOSED GRANITE
CALIFORNIA GOLD
6,938 S.F. LP-16 'A'
NOTES:
THESE PLANS COVER PLANTING AREAS ONLY. ALL EXISTING HARDSCAPE TO REMAIN. · PLANT SYMBOL SIZE REPRESENTS PLANT AT MATURE SIZE, PLANT SPACING AS SHOWN ON PLAN. · TREES/ SHRUBS/ GROUNDCOVERS MAY BE NATIVE TO CALIFORNIA. ANY REQUESTED SUBSTITUTIONS MADE DUE TO AVAILABILITY SHALL BE CALIFORNIA NATIVE SPECIES SHALL BE PRIOR APPROVED BY LANDSCAPE ARCHITECT. · PLANT COUNTS ARE SHOWN FOR CONTRACTOR CONVENIENCE ONLY - CONTRACTOR SHALL VERIFY ORDER OF ACTUAL SYMBOL COUNT PER PLAN FROM THEIR OWN PERSONNEL'S TAKE-OFF OF. · ALL PLANT MATERIAL 15 GALLON AND LARGER SHALL BE SPOTTED FOR FINAL LOCATION PRIOR TO EXCAVATION BY OWNERS REPRESENTATIVE. · PLANTING ADJUSTMENTS/ REALIGNMENT DUE TO FINAL FIELD LOCATIONS OF UTILITIES SHALL BE INCLUDED AS PART OF CONTRACTOR BID. · ALL TREES WITHIN 5' OF HARDSCAPE SHALL RECEIVE ROOT BARRIER PER DETAILS · PLANT WATER USE VALUES ARE PER WUCOLS IV PLANT LIST
· SOIL AMENDMENT/SOIL MANAGEMENT PLAN SHALL BE PER RECOMMENDATIONS PROVIDED WITHIN THE AGRONOMIC SOIL TEST/
REPORT INCLUDED WITHIN THE PLANTING DETAILS
· CONTRACTOR SHALL COMPLETE PLANTING PIT INFILTRATION TESTS PRIOR TO TREE/SHRUB PLANTING WITH VERIFICATION FROM
LANDSCAPE ARCHITECT AND OR THE OWNER'S REPRESENTATIVE, ANY ADDITIONAL REQUIRED ROOT ZONE DRY WELLS, OR
BREATHER TUBES SHALL BE INCLUDED BASED UPON SOIL MANAGEMENT REPORT FINDINGS AND LOW PERCOLATION TREE DRY WALL DETAIL · THE CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED LANDSCAPE AREAS BEYOND THE
LIMIT OF WORK, INCLUDING REPAIRING ANY IRRIGATION LINES/SPRINKLER HEADS, WHERE DAMAGE IS A DIRECT RESULT OF LANDSCAPE CONSTRUCTION ACTIVITIES AND OR THEIR SUB-CONTRACTOR'S ACTIVITIES. REPLACEMENT ITEMS SHALL BE EXACT DUPLICATION OF ORIGINAL WORK OR PLANTS, UNLESS OTHERWISE APPROVED BY THE OWNER'S REPRESENTATIVE. · SIGHT LINES WILL NOT BE AFFECTED BY ALL PLANTING WITHIN THE MEDIANS.
CITY OF CARSON
250317 of 37
LANDSCAPE IMPROVEMENT PLANS:
PH: 310 464 8404
3825 DEL AMO BOULEVARD
TORRANCE, CA 90503
WWW.BREENDESIGN.COM
RIVERSIDE, CA 92504
WWW.CWDG.COM
PH: 951 369 0700
7111 INDIANA AVE, SUITE 300 CARSON STREET MEDIAN AND
AVALON STREET MEDIAN
SEAL: MATCHLINE, SEE RIGHT ABOVE MATCHLINE, SEE SHEET LP-14 MATCHLINE, SEE SHEET LP-12 MATCHLINE, SEE LEFT BELOW
AVALON BOULEVARD CARSON STREET
AVALON BOULEVARD
405 SAN DIEGO FREEWAY
SHEET
LP-1
SHEET
LP-2
SHEET
LP-3
SHEET
LP-4
SHEET
LP-5
SHEET
LP-6
SHEET
LP-7
SHEET
LP-8
SHEET
LP-9
SHEET
LP-10
SHEET
LP-11 213TH ST DESFORD ST
GRACE AVE 219TH ST 220TH ST
DEL AMO BLVD
DURMONT ST
ELSMERE DR ALBURTONI ST VICTORIA ST 186ND ST 184ND ST 182ND ST 189ND ST LOYOLA AVE UNIVERSITY DR DURMONT ST MLK JR. ST
KEY PLAN (N.T.S.)
NORTH 0 20' 40' 80'
REFERENCE INFORMATION MAY BE PRESENTED VIA LINE COLOR AND STYLE OR LINEWEIGHT SIZE AND STYLE. CWDG IS NOT RESPONSIBLE FOR PLANS REPRODUCED BY OTHERS OR PLANS PRINTED IN BLACK & WHITE OR MONOCHROME.
Know what'sbelow.
Call before you dig.
R
33 LP-13
1 1 ADDENDUM 1
2 ADDENDUM 2
2 2
2 2
2 2
2 2
CARSON STREET
CH
CH
TR TR
ST ST
CH
CH
TR TR TR
TR TR TR
KN
KN
KN
KN CH
ST ST
TR TR TR
TR TR TR
KN
KN
KN
CH CH
CH ST ST
TR TR TR
TR TR TR CH
CH
KN
KN
KN
KN CH
ST ST
TR TR TR
TR TR TR
KN
KN
KN
ST ST
TR TR TR
TR TR TR CH
CH
KN
KN
KN
KN CH
ST ST
TR
TR TR TR
KN
KN
KN
ST ST
TR TR TR
TR TR TR
KN
KN
KN KN
CH CH
CH
KN
CH CH
CH
CH
CH
CH
TR TR TR
TR TR TR TR
TR
TR TR TR TR TR TR
TR TR TR
ST ST ST
ST
TR KA
KA
KA KA
KA KA KA
KA
KA
KA KA
KA
KA
KA
KA KA
KA
KA
KA KA KA
EXISTING HARDSCAPE
TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR
TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR
EXISTING HARDSCAPE
CARSON STREET SAN DIEGO FREEWAY 405
ST
CH
CH
KN
KN
KN
KN CH
ST ST
TR TR TR
TR TR TR
CH
CH
CH
CH
TR TR TR TR
TR TR TR
KA
KA
KA
EXISTING HARDSCAPE
TR TR TR TR TR TR TR TR TR TR TR
EXISTING HARDSCAPE
PLANT PALETTE
BOTANIC NAME COMMON NAME SIZE/SPACING WUCOLS QTY.
SHRUBS
TREES DETAIL
5 GAL MOD
5 GAL LOW
5 GAL LOW
20 Kniphofia caulescens TORCH LILY 27
5 GAL LOW 22
Strelitzia reginae BIRD OF PARADISE
Kalanchoe daigremontiana MOTHER OF THOUSANDS
KN
ST
KA 'D','E' SHEET LP-15
'D','E' SHEET LP-15
'D','E' SHEET LP-15
TR Tradescantia pallida 'variegata' VARIEGATED PURPLE HEART 'D','E' SHEET LPD-1 Chamaerops humilis var. 24" BOX LOW 9
cerifera
BLUE ATLAS FAN PALM 'A','B','C' SHEET LP-15
CH Chondropetalum tectorum SMALL CAPE RUSH 5 GAL LOW 30 'D','E' SHEET LP-15 Phoenix dactylifera 'Deglet 15' BTH LOW 9
Noor'
DEGLET NOOR DATE PALM
NOTE: NON-FRUITING MALE SPECIES ONLY
'A','B','C' SHEET LP-15
148
HARDSCAPE
3" MIN LAYER DECOMPOSED GRANITE
CALIFORNIA GOLD
4,107 S.F. LP-16 'A'
NOTES:
THESE PLANS COVER PLANTING AREAS ONLY. ALL EXISTING HARDSCAPE TO REMAIN. · PLANT SYMBOL SIZE REPRESENTS PLANT AT MATURE SIZE, PLANT SPACING AS SHOWN ON PLAN. · TREES/ SHRUBS/ GROUNDCOVERS MAY BE NATIVE TO CALIFORNIA. ANY REQUESTED SUBSTITUTIONS MADE DUE TO AVAILABILITY SHALL BE CALIFORNIA NATIVE SPECIES SHALL BE PRIOR APPROVED BY LANDSCAPE ARCHITECT. · PLANT COUNTS ARE SHOWN FOR CONTRACTOR CONVENIENCE ONLY - CONTRACTOR SHALL VERIFY ORDER OF ACTUAL SYMBOL COUNT PER PLAN FROM THEIR OWN PERSONNEL'S TAKE-OFF OF. · ALL PLANT MATERIAL 15 GALLON AND LARGER SHALL BE SPOTTED FOR FINAL LOCATION PRIOR TO EXCAVATION BY OWNERS REPRESENTATIVE. · PLANTING ADJUSTMENTS/ REALIGNMENT DUE TO FINAL FIELD LOCATIONS OF UTILITIES SHALL BE INCLUDED AS PART OF CONTRACTOR BID. · ALL TREES WITHIN 5' OF HARDSCAPE SHALL RECEIVE ROOT BARRIER PER DETAILS · PLANT WATER USE VALUES ARE PER WUCOLS IV PLANT LIST
· SOIL AMENDMENT/SOIL MANAGEMENT PLAN SHALL BE PER RECOMMENDATIONS PROVIDED WITHIN THE AGRONOMIC SOIL TEST/
REPORT INCLUDED WITHIN THE PLANTING DETAILS
· CONTRACTOR SHALL COMPLETE PLANTING PIT INFILTRATION TESTS PRIOR TO TREE/SHRUB PLANTING WITH VERIFICATION FROM
LANDSCAPE ARCHITECT AND OR THE OWNER'S REPRESENTATIVE, ANY ADDITIONAL REQUIRED ROOT ZONE DRY WELLS, OR
BREATHER TUBES SHALL BE INCLUDED BASED UPON SOIL MANAGEMENT REPORT FINDINGS AND LOW PERCOLATION TREE DRY WALL DETAIL · THE CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED LANDSCAPE AREAS BEYOND THE
LIMIT OF WORK, INCLUDING REPAIRING ANY IRRIGATION LINES/SPRINKLER HEADS, WHERE DAMAGE IS A DIRECT RESULT OF LANDSCAPE CONSTRUCTION ACTIVITIES AND OR THEIR SUB-CONTRACTOR'S ACTIVITIES. REPLACEMENT ITEMS SHALL BE EXACT DUPLICATION OF ORIGINAL WORK OR PLANTS, UNLESS OTHERWISE APPROVED BY THE OWNER'S REPRESENTATIVE. · SIGHT LINES WILL NOT BE AFFECTED BY ALL PLANTING WITHIN THE MEDIANS.
CITY OF CARSON
250317 of 37
LANDSCAPE IMPROVEMENT PLANS:
PH: 310 464 8404
3825 DEL AMO BOULEVARD
TORRANCE, CA 90503
WWW.BREENDESIGN.COM
RIVERSIDE, CA 92504
WWW.CWDG.COM
PH: 951 369 0700
7111 INDIANA AVE, SUITE 300 CARSON STREET MEDIAN AND
AVALON STREET MEDIAN
SEAL: MATCHLINE, SEE RIGHT ABOVE MATCHLINE, SEE SHEET LP-13 MATCHLINE, SEE LEFT BELOW
AVALON BOULEVARD CARSON STREET
AVALON BOULEVARD
405 SAN DIEGO FREEWAY
SHEET
LP-1
SHEET
LP-2
SHEET
LP-3
SHEET
LP-4
SHEET
LP-5
SHEET
LP-6
SHEET
LP-7
SHEET
LP-8
SHEET
LP-9
SHEET
LP-10
SHEET
LP-11 213TH ST DESFORD ST
GRACE AVE 219TH ST 220TH ST
DEL AMO BLVD
DURMONT ST
ELSMERE DR ALBURTONI ST VICTORIA ST 186ND ST 184ND ST 182ND ST 189ND ST LOYOLA AVE UNIVERSITY DR DURMONT ST MLK JR. ST
KEY PLAN (N.T.S.)
NORTH 0 20' 40' 80'
REFERENCE INFORMATION MAY BE PRESENTED VIA LINE COLOR AND STYLE OR LINEWEIGHT SIZE AND STYLE. CWDG IS NOT RESPONSIBLE FOR PLANS REPRODUCED BY OTHERS OR PLANS PRINTED IN BLACK & WHITE OR MONOCHROME.
Know what'sbelow.
Call before you dig.
R
34 LP-14
1 1 ADDENDUM 1
2 ADDENDUM 2
2 2
2 2
2 2
2 2
2 G - CITY OF CARSON
250317 of 37
LANDSCAPE IMPROVEMENT PLANS:
PH: 310 464 8404
3825 DEL AMO BOULEVARD
TORRANCE, CA 90503
WWW.BREENDESIGN.COM
RIVERSIDE, CA 92504
WWW.CWDG.COM
PH: 951 369 0700
7111 INDIANA AVE, SUITE 300 CARSON STREET MEDIAN AND
AVALON STREET MEDIAN
SEAL:
E F
A B C D
SCALE: Tree Planting N.T.S.
1 2
3 10
5 6
4 8
7 9
ROOTBALL
2x
DIAMETER 12" 24" 12"
1. TREE PER PLANTING PLAN
3. 3"Øx10' LONG LODGE POLE STAKES
4. PLANT TABLETS PER PLANTING SPECS/NOTES
EARTH WATERING BASIN IN GROUNDCOVER
AREAS
5. 6. FINISH GRADE
ROOTBALL: SET CROWN 2" ABOVE FINISH
GRADE
7. BACKFILL MIX PER PLANTING
SPECIFICATIONS
8. 9. NATIVE SOIL
10. WOOD MULCH - DEPTH PER PLANTING PLAN
24" BOX-36" BOX: MODEL TB36,
2. V.I.T. TWIST-BRACE TREE TIES
15 GAL-24" BOX: MODEL TB24,
30" BOX-42" BOX: MODEL TB42,
ATTACH TO STAKE WITH WOOD SCREWS.
ATTACH TO STAKE WITH BOLT AND NUT.
ATTACH TO STAKE WITH BOLT AND NUT.
ROOT BARRIER TO BE PLACED WHEN TREE IS WITHIN 6' OF
HARDSCAPE
TREE STAKES TO BE PLACES PERPENDICULAR TO PREVAILING
WIND DIRECTION
NOTE:
1. TREE PER PLANTING PLAN
2. ROOTBALL
3. STAKE PER 'TREE PLANTING' DETAIL
4. EARTH WATERING BASIN PER 'TREE PLANTING' DETAIL
5. FINISH GRADE
6. DEEP ROOT BARRIER AT EDGE OF HARDSCAPE - 24" DEEP,
7. TREE PLANTING PIT
8. STREET CURB PER STREET IMPROVEMENT PLANS
9. COMPACTED BACKFILL MIX PER PLANTING SPECS / NOTES
10. PLANT TABLETS PER PLANTING SPECS / NOTES
11. MULCH - TYPE & DEPTH PER PLANTING PLAN
SCALE:
Linear Root Barrier N.T.S.
3 2
7 1
5 12
9 6
8 11 4
10 12. CONCRETE PAVING BY OTHERS / EXISTING
10' LONG CENTERED ON TRUNK
2' 2'
6 NOTES: · ROOTBARRIER TO EXTEND 10' TO EITHER SIDE OF TREE TRUNK. ROOTBARRIER SHALL NOT ENCIRCLE THE TREE ROOTBALL. ROOTBARRIER SHALL BE MAX 24" DEEP FOR TREES PLANTED WITHIN 5' OF PAVING.
E.Q. E.Q.
SCALE: Shrub Planting N.T.S.
ROOTBALL
DIAMETER
1 5
2 4
3 6
7 8
2x 2x DEPTH ROOTBALL 4"
1. SHRUB PER PLANTING PLAN
2. 3" DEPTH MULCH PER PLAN - KEEP 3" CLEAR FROM TRUNK
3. PLANT TABLETS PER PLANT TABLET DETAIL
4. FINISH GRADE
5. EARTH WATERING BASIN (RAKE SMOOTH PRIOR TO PLANTING GROUNDCOVER)
6. ROOTBALL: SET CROWN SLIGHTLY ABOVE FINISH GRADE
7. COMPACT BACKFILL MIX PER PLANTING DETAIL
8. NATIVE SOIL
DETAIL NOTES:
GENERAL NOTE: A MINIMUM 3-INCH LAYER OF MULCH SHALL
BE APPLIED ON ALL EXPOSED SOIL SURFACES OF PLANTING
AREAS EXCEPT TURF AREAS, CREEPING OR ROOTING
GROUNDCOVERS, OR DIRECT SEEDING APPLICATIONS WHERE
MULCH IS CONTRAINDICATED
PER PLAN TYP.
PER PLAN
TYP.
*DIST. FROM HARDSCAPE:
EQUAL TO 1/2 THE O.C. SPACING
UNLESS OTHERWISE NOTED.
SCALE: Groundcover Spacing N.T.S.
SCALE FACTOR:
SCALE: Planting Tablets N/A
PLANTING TABLETS:
TIGHTLY COMPRESSED LONG-LASTING, 24 MONTH SLOW-RELEASE FERTILIZER TABLETS WEIGHING 21 GRAMS, AND HAVING AN ANALYSIS OF 21-10-5 DERIVED FROM THE SOURCES LISTED IN THE FOLLOWING GUARANTEED ANALYSIS:
TOTAL NITROGEN (N)..............................20.00%
2.4% UREA NITROGEN
4.0% OTHER WATER SOLUBLE NITROGEN
13.6% WATER INSOLUBLE NITROGEN
AVAILABLE PHOSPHATE (P2O5)...........10.00%
SOLUBLE POTASH (K2O).......................5.00%
CALCIUM (CA).......................................3.00% MAGNESIUM (MG)...............................0.70%
SULFUR (S)............................................2.00%
2.0% COMBINED SULFUR
BORON (B)............................................0.04% COPPER (CU).........................................0.05%
0.05% WATER SOLUBLE COPPER
IRON (FE)..............................................0.50%
0.50% WATER SOLUBLE IRON
MANGANESE (MN)...............................0.07%
0.07% WATER SOLUBLE MANGANESE
ZINC (ZN)............................................0.05%
0.05% WATER SOLUBLE ZINC
PLANTING TABLETS QUANTITIES:
1 GALLON..................................................................................................1 TABS 2 GALLON..................................................................................................1-2 TABS 5 GALLON..................................................................................................2-3 TABS 15 GALLON................................................................................................7-10 TABS 24" BOX.....................................................................................................15-24 TABS ADD 1 TABLET FOR EACH 18" OF HEIGHT OVER 9' TALL.
SCALE: Soil Management Plan N/A
AFTER MASS GRADING, THE CONTRACTOR SHALL AT THEIR OWN EXPENSE COMPLY WITH THE FOLLOWING SOIL MANAGEMENT REPORT REQUIREMENTS:
A SOIL MANAGEMENT REPORT SHALL BE COMPLETED BY THE CONTRACTOR, AS FOLLOWS:
A. SUBMIT SOIL SAMPLES TO A LABORATORY FOR ANALYSIS AND RECOMMENDATIONS. · SOIL SAMPLING SHALL BE CONDUCTED IN ACCORDANCE WITH LABORATORY PROTOCOL, INCLUDING PROTOCOLS REGARDING ADEQUATE SAMPLING DEPTH FOR THE INTENDED PLANTS.
B. THE SOIL ANALYSIS SHALL INCLUDE: · SOIL TEXTURE
· INFILTRATION RATE DETERMINED BY LABORATORY TEST OR SOIL TEXTURE INFILTRATION RATE TABLE · PH
· TOTAL SOLUBLE SALTS
· SODIUM
· PERCENT ORGANIC MATTER
· AND RECOMMENDATIONS
C. IN AGGREGATED LANDSCAPE PROJECTS A SOIL SAMPLING RATE OF 1 IN 7 INDIVIDUAL LOTS OR APPROXIMATELY 15% OF THE TOTALNUMBER OF INDIVIDUAL LOTS WILL SATISFY THIS REQUIREMENT.
D. THE CONTRACTOR SHALL COMPLY WITH ONE OF THE FOLLOWING: · IF SIGNIFICANT MASS GRADING IS NOT PLANNED, THE SOIL MANAGEMENT REPORT SHALL BE SUBMITTED TO THE LOCAL AGENCY AS PART OF THE LANDSCAPE DOCUMENTATION PACKAGE; OR · IF SIGNIFICANT MASS GRADING IS PLANNED, THE SOIL MANAGEMENT REPORT SHALL BE SUBMITTED TO THE LOCAL AGENCY AS PART OF THE CERTIFICATE OF COMPLETION.
E. THE SOIL MANAGEMENT REPORT SHALL BE MADE AVAILABLE, IN A TIMELY MANNER, TO THE PROFESSIONALS
PREPARING THE LANDSCAPE DESIGN PLANS AND IRRIGATION DESIGN PLANS TO MAKE ANY NECESSARY ADJUSTMENTS TO THE DESIGN PLANS.
F. THE CONTRACTOR SHALL SUBMIT DOCUMENTATION VERIFYING IMPLEMENTATION OF SOIL MANAGEMENT
REPORT RECOMMENDATIONS TO THE LOCAL AGENCY WITH THE CERTIFICATE OF COMPLETION SCALE: Palm Tree Planting N.T.S.
NOTE: · ALL BACKFILL TO BE WATER JETTED DURING
PLANTING FOR MAXIMUM STABILITY. · ROOTBARRIER TO EXTEND 10' TO EITHER SIDE OF TREE TRUNK. ROOTBARRIER SHALL NOT ENCIRCLE
THE TREE ROOTBALL. ROOTBARRIER SHALL BE MAX
24" DEEP FOR TREES PLANTED WITHIN 5' OF
PAVING. 1' 6"
2x DIAMETER
OF ROOTBALL
1 2
3 4
5 6
7 F.G.
1. PALM TREE PER PLANTING PLAN
2. MULCH - TYPE AND DEPTH PER PLANTING PLAN
3. EARTH WATERING BASIN (REMOVE AT END OF MAINTENANCE PERIOD)
4. ROOTBALL - SET BOTTOM OF ROOTBALL 24" BELOW FINISH GRADE
5. PLASTER SAND BACKFILL
6. COMPACTED BACKFILL PER PLANTING NOTES / SPECS
7. NATIVE SOIL
35 LP-15
1 1 ADDENDUM 1
- - CITY OF CARSON
250317 of 37
LANDSCAPE IMPROVEMENT PLANS:
PH: 310 464 8404
3825 DEL AMO BOULEVARD
TORRANCE, CA 90503
WWW.BREENDESIGN.COM
RIVERSIDE, CA 92504
WWW.CWDG.COM
PH: 951 369 0700
7111 INDIANA AVE, SUITE 300 CARSON STREET MEDIAN AND
AVALON STREET MEDIAN
SEAL:
- -
A B C
LANDSCAPE MAINTENANCE SCHEDULE
MONITORING
CARE OF PLANTS
PRUNING (IF NEEDED)
DEADHEAD PLANTS
FERTILIZATION
CUT BACK PERENNIALS & GRASSES
WATERING - AS NEEDED
EDGING
WEEDING - AS NEEDED
MULCHING
SOIL TESTING
LEAF REMOVAL (IF NEEDED)
DEBRIS AND TRASH CLEANING
DEAD PLANT REPLACEMENT
MONITORING
TASK
PLANTING BEDS
PEST MANAGEMENT
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
(PERENNIALS) (PERENNIALS)
Landscape Maintenance Schedule SCALE: D.G. Installation N.T.S.
NOTES:
1. CONTRACTOR TO SUBMIT COLOR SAMPLE OF DECOMPOSED GRANITE (D.G.) TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION.
2. D.G. AROUND TREES AND SHRUBS AS PER PLANTING DETAILS AND BLEND IN TO EDGES AT GROUND COVER AREAS.
3. NO D.G. SHALL BE PLACED OVER THE ROOTBALL OF A WOODY PLANT OR ALLOWED TO REMAIN THERE.
4. WHEN PLANTING GROUNDCOVER FROM FLATS, USE NO MORE THAN A 1" LAYER OF D.G.
1' 3" 2" 4" TYP.
COMPACTED
NATIVE SOIL
SHOVEL CUT
EDGE
FINISH SOIL GRADE
DECOMPOSED GRANITE (D.G.)
PER PLAN
HARDSCAPING
(CONCRETE HEADER,
CURB & GUTTER,
SIDEWALK, ETC.) 3"
CONTROL JOINT
EXPANSION JOINT
6 6"@ ROADWAY
4"@ WALKS
5 4 3
7 8
1 2
9 REFER TO PLAN
SCALE: Stamped Concrete 1.5"=1'
1. 4" OR 6" THICK STAMPED AND COLORED CONCRETE PAVING TO BE RANDOME STONE FM-700S-PRO FROM BRICKFORM. CONTRACTOR TO POUR 100 SQ.FT. FIELD SAMPLE FOR APPROVAL PRIOR TO INSTALLATION.
2. 6"x6" WWM FOR WALKS, AND #4'S @ 18" O.C. FOR ROADS.
3. POLYURETHANE JOINT SEALER COLOR TO MATCH CONCRETE.
4. 1/2" A/C EMPREGNATED FIBER EXPANSION JOINT EXPANSION JOINT TO BE AT 20' O.C. ALONG PATTERN JOINT FOR ALL ROADWAYS INSTALL SPEED DOWELS AT 36" O.C.
5. 90% COMPACTED SUBGRADE.
1. 4" THICK STAMPED AND COLORED CONCRETE SEE NOTE
#1 ABOVE
2. 6"x6" WWM
3. SAWCUT CONTROL JOINT. CUT CONCRETE "GREEN" W/
1/4" x 1" DEEP SAWCUT CONTROL JOINT TO BE AT 10'
O.C. ALONG PATTERN JOINT.
4. 90% COMPACTED SUBGRADE
36 LP-16
1 1 ADDENDUM 1
CITY OF CARSON
250317 of 37
LANDSCAPE IMPROVEMENT PLANS:
PH: 310 464 8404
3825 DEL AMO BOULEVARD
TORRANCE, CA 90503
WWW.BREENDESIGN.COM
RIVERSIDE, CA 92504
WWW.CWDG.COM
PH: 951 369 0700
7111 INDIANA AVE, SUITE 300 CARSON STREET MEDIAN AND
AVALON STREET MEDIAN
SEAL:
PLANTING
PART 1 - GENERAL
Refer to standard contract documentation for items outside of technical installation scope.
1.01 SCOPE OF WORK
A. Work Included:
All labor and materials, tools, equipment, facilities, transportation,permits, and services necessary for and incidental to performing all operations in connection with furnishing, delivery, and installation of Landscaping, complete as shown on the drawings and/or specifications as part of the Contract documents.
Work includes, but is not limited to the following:
1. Provide and verify fine grading in all areas to be planted with positive drainage towards inlets, drains, and collection points per the grading plans.
2. Soil testing and analysis with specific recommendations based on the projects planting palette.
3. Furnish and apply weed control to all planting areas after the completion and acceptance of the Irrigation System- the Contractor is responsible for supplying all needed irrigation including additional temporary overhead irrigation to facilitate germination of all areas regardless of final irrigation coverage.
4. Preparation of soil in all planting areas per the soil analysis report and recommendations.
5. Furnish and install all plant material including, trees, shrubs, vine, and ground-covers if called for as called for by plans and details.
6. Furnish and install any plant related drainage devices per the plans and details, including sumps, drainage pipes, and air vents.
7. Remove temporary nursery stakes and replace with establishment staking per the plans and details.
8. Furnish and install and mulches, including organic, aggregate, or decorative if called for per the plans and details.
9. Furnish and install all boulders, stones, and or outcroppings if called for per the plans and details.
10. Furnish and install any specified Sod or turf if called for per the plans and details.
11. Furnish and install any planter separation devices such as redwood headers, aluminum edging, and or mow curbs if called for per the plans and details.
12. Furnish and install and then place any stones or boulders as root protection/shading devices if called for per the plans and details for shrubs and trees.
13. Maintenance and care of all plants and landscape material until final acceptance and official notice of completion of specified establishment and maintenance periods.
14. Guarantee of all installed material and workmanship for specified period.
B. Related Work:
Contractor shall coordinate and be aware of other previously or simultaneously in process work affected by their own scope(Contacts, Plans, and As-Built's available from Owner):
1. Concrete and flat work including sidewalks, curb and gutter, V gutters
2. Asphalt Paving
3. Utilities
4. Civil/ grading
1.02 Substitutions:
A. Substitutions for any indicated plant material shall only be allowed per the following cases:
1. Contractor submitted substitution as an RFI during bidding process and it was accepted via BID Amendment per the contract documents.
2. Contractor can document the lack of availability of material per plan within a 75 mile radius of the project within 30 days of the Notice to Proceed
3. Contractor shall receive no relief based on failure to secure plant material within 30 days of the Notice to Proceed.
4. Any additional time required by the Landscape Architect for approvals of substitutions shall be charged to the Contractor at the posted hourly rates of the Firms staff at time of bidding, including site visits and mileage.
1.03 Verification of Plant Quantities:
A. Quantities given for plant materials are shown for general convenience only. The Contractor shall provide all plants shown by symbols and/or listed spacing if a hatch is used per the plans. Any discrepancies shall be brought via RFI during bidding or shall be the Contractors sole responsibility to correct to the Landscape Architects discretion.
1.04 Inspections:
A. Inspections will be required to observe and verify the work. The Contractor shall contact the Owners Representative at least 48 hours (2 working days) in advance of any requested inspections. An inspection will be required at each of the progressing steps listed below:
1. Upon completion of fine grading, and prior to the commencement of soil preparation, for acceptance of fine grading and taking of soil samples.
2. Inspection of completed finish grading work per this section following soil amendment completion.
3. Percolation test of selected planting locations.
4. On site delivery of plant material.
5. When trees and shrubs are spotted/ staked for planting locations, prior to excavation of holes.
6. During the application of any pre-emergent herbicide.
7. When planting and all other specified work has been completed for the creation of a final punch list.
8. At the start of and end plant establishment.
9. At the end of the plant maintenance period, concurrent with final acceptance of the project by the owner, This acceptance will be confirmed in writing by the Landscape Architect or Owners Representative.
1.05 Soil Test:
A. Agronomic soil analysis shall be required with interpretation and recommendations for amendments based on the plant palette's requirements (including texture, organic matter, estimated nitrogen, phosphorus, potassium, magnesium, calcium, soil ph, hydrogen, cation exchange, percent base saturation, soluble salts, excess lime rate, sodium, and boron at the acceptance of fine grading. Total amount of individual tests required shall be at a minimum 1 test per 25,000 square feet or per plan, whichever is greater. Contractor shall note on a plan and submit with the test the locations samples were taken from.
Creating a single composite mix of all samples is not allowed. The recommendations shall be specific to the plants per plans and if multiple types of amendments are required, they shall be listed per plant groupings or hydro-zones. The Contractor, as the site expert having done a full review, shall be aware of the current conditions and the standard requirements of the plants per plans. Any additional amendments or special soil mitigation shall be included in the contractors bid above the standards listed for estimating due to the contractors expertise and due diligence submitting a complete bid.
1.06 Submittals:
A. Contractor shall submit date stamped photos documenting current appearance of each plant listed in the plant legend, any trees 24" or above shall have photos showing two orientations(front/side) Photos shall clearly document size and condition as well as note the nursery by name and location, height, spread, caliper for trees and date image was taken.
B. In addition to the photos the contractor shall list how many of each plant and or tree the nursery has available at the time of submission. It is the Contractors responsibility to procure all plant material within 10 working days of approval. Any additional cost associated with contract grow, holding material, maintaining reserved stock, shall be included in the Contractors Bid as the procurement and scheduling of installation was scheduled and planned for based on the Contractors Master schedule.
C. Contractor shall submit written recommendations from a Certified Pest Control Advisor for all herbicides and pesticides to be used on site for approval by Landscape Architect and/or Owners Representative.
D. Contractor shall submit sample of all Mulch, aggregate groundcover, and D.G. per plan in a minimum 1 gallon bag zip lock type bag for approval by Landscape Architect.
E. The following written certifications and or delivery tickets are required to be submitted within 10 working days of delivery to the Landscape Architect upon delivery of the respective materials to the job site:
1. Total Quantity of commercial fertilizer by type.
2. Total Quantity of soil amendments and conditioners by type.
3. Total Quantity of mulch or ground covering material such as aggregate, gravels, and cobble.
4. Any seed material including Hydro seed mix components if called for by the plans.
Failure to supply proof of delivery to the site of the required products shall cause a delay in scheduled billings be approved until the documentation is provided in full.
1.07 Quality Control:
A. The Contractor shall guarantee all plant material against all defects, fault of material, and workmanship/installation for the entire maintenance period, including full removal and replacement when directed by the Owners Representative. The Contractor shall replace all items within 7 working days of notice or be charged the contract amount for liquidated damages per each day beyond the 7 working days.
1.08 Tree and shrub guarantee:
A. The Contractor shall guarantee all plant material 15 gallon and larger in size for a period of one year from final acceptance of the project. Any material 15 gallon or larger found to be in decline or dead shall be replaced in kind per the plans at no cost to the owner, within two weeks of notice.
PART 2 - MATERIALS
2.01 Required Submittals
A. All plant materials, landscape materials up to but not limited to mulch, boulders, and stones must be submitted within 30 days of the Notice to Proceed for Landscape Architect for review and approval. Contractor shall allow for 5 working days for submittal review.
2.02 FERTILIZER, SOIL AMENDMENTS, AND CONDITIONERS
A. Fertilizers:
1. Fertilizer and amendments for soil conditioning and maintenance shall bear the manufacturer's guaranteed analysis and shall be as recommended in the required soils laboratory report.
2. Fertilizer tablets if called for shall be Gro-Power 7 gram 20-10-5, to be applied per Manufacturer's Specifications.
B. Soil Amendments
1. Myco tabs if called for shall be TRI-C 1.68 gram Myco Tabs(Mycorrhizal + NPK) to be applied per Manufacturer's Specifications.
2. Myco Paks if called for shall be TRI-C 4 gram Myco Paks to be applied per Manufacturer's Specifications.
C. Conditioners
1. Premium Humate if called for shall be TRI-C premium humate applied per manufacturer's specification for soil preparation via Roto-tilling.
2. Revival Plus if called for shall be TRI-C Myco Revival plus and installed in conjunction with TRI-C humate per manufacturer's specifications.
3. Organic amendments if called for shall be nitrolized redwood sawdust (.5% actual nitrogen), or Fir Bark 1% nitrogen). It shall be fine textured, having minimum 80% passing #8 screen and minimum 95% passing #4 mesh screen. Salinity shall be no higher than 3.5 milliohms per centimeter at 25 Centigrade as measured by saturation Pine shall not be used as an organic amendment.
2.03 Application Rates
Application rates when called for shall be at a minimum as listed below- Note: soil analysis may adjust listed rates and shall take precedence.
A. Fertilizer tablets
1. Apply 7 gram Gro-Power tablets at the following rates per plant by size when called for:
1 gal. shrub - 2 tablets 24" box tree - 14 tablets
5 gal. shrub - 6 tablets 36" box tree - 18 tablets
15 gal. & 24” box shrubs - 12 tablets 60" box tree - 32 tablets Apply one 7 gram Gro-Power tablet per rooted ground cover cutting. Refer to Manufacturer's Specification for installation procedure
2. Myco tabs shall be used at the following rates per plant by size when called for:
1 gal - 2 tabs 48” box - 34 tabs
5 gal - 8 tabs 60” box - 40 tabs
15 gal - 16 tabs 72” box - 46 tabs
24” box - 22 tabs 84” box - 52 tabs
36” box - 28 tabs 96” box - 60 tabs
3. Myco Pak shall be used at the following rates per plant by size when called for:
1 gal - 1 pak 24” box - 12 paks
5 gal - 3 paks 36” box - 18 paks
15 gal - 8 paks 48” box - 22 paks
4. Premium humate shall be incorporated at 50lbs. per 100 square feet if called for per the plans.
5. Myco Revival Plus shall be topically applied per manufacture and watered in accordance with the manufacturer's instructions if called for per the plans.
2.04 Inorganic Conditioner
A. Inorganic conditioners shall be agricultural grade gypsum, soil sulfur and iron sulphate. Iron sulphate shall be ferric sulphate or ferrous sulphate in pelleted or granular form containing not less than 18.5% iron, expressed as metallic iron, and shall be registered as an agricultural mineral with the State Department of Agriculture in compliance with Article 2 "Fertilizing Materials", Section 1030 of the Agriculture Code
2.05 Plants
A. All plants shall be true to name, and one of each bundle or lot shall be tagged with the name and size of plants in accordance with the standards of practice recommended by American Standard for Nursery Stock ANSI Z60.1-2014. The root condition of plants furnished in containers shall be determined by removal of earth from the roots of not less than two plants nor more than 2% of the total number of plants of each species or variety except when container-grown plants are from several different sources: in which case, the roots of not less than two plants of each species or variety from each source shall be checked by the Owners Representative / Landscape Architect at his option. The selection of plants to be checked will be made by the Owners Representative / Landscape Architect. All plants rendered unsuitable for planting shall be considered as samples, and replacements shall be provided at no additional cost. In case the sample plants are found to be defective, the entire lot or lots of plants represented by the defective samples will be rejected.
B. All trees and shrubs supplied by Contractor shall be of the specified standard height and diameter set by the American Standard for Nursery Stock. The height of the trees shall be measured from the root crown to the last division of the terminal leader and the diameter shall be measured six (6) inches above the crown roots. The trees shall stand erect without support.
C. No plants or trees shall be accepted with compromised root systems, including girdling, root bound, and/or recently up planted from smaller container stock.
D. Container stock shall have grown in the container for at least 6 months, but not over two years.
E. Do not prune any plants prior to delivery without specific prior approval.
F. Material that has been trimmed, damaged, or does not meet the standard approved via photographs will be rejected.
G. All cost associated with returning and replacing rejected material shall be the Contractors sole responsibility.
H. Substitutions shall not be permitted unless the contractor can prove in writing that no specimens can be located within 75 miles of the project. A minimum of 5 notices from suppliers stating the plant is not available are a required.
I. At all times plants shall come from Nursery stock grown in similar conditions and climate zones as associated with the project.
2.06 Backfill Material
A. Topsoil shall be free from noxious weed seed and shall be of a loam characteristic, fertile and friable.
B. Wood shavings shall be leached nitrogen fortified and shall be free of foreign matter.
C. Native plantings shall use native soil only for backfill.
D. Soil used for backfill of planting pits for bidding purposes shall be enriched using the following blend per cubic yard (Agronomic soil test recommendations shall take precedence where these minimum amounts are exceeded):
60% site soil or approved import
40% wood shavings
17 lbs. soil condition/fertilizer (Gro-Power Plus)
1 lb. iron sulphate
E. All soil backfill shall be bulk mixed, not individually mixed at each plant pit.
2.07 Tree Stakes and Ties
A. Tree stakes shall be 3" dia. x 10-foot-long straight-grained copper naphthenate treated lodgepole pine unless called for differently per the plans. Stakes shall be free from knots, checks, splits, or disfigurement.
B. Tree ties shall be "Cinch-Tie Tree Support” supplied by V.I.T. Co., Escondido, California, (760) 480-6702. For 5 - 15 gallon trees, Model CT24; for 24”- 36" box trees, Model CT32. Total amount of ties per tree shall be as called for by the Details.
C. Multi-stem trees and 48” box trees and larger shall require above goruns and underground tree guying/earth anchors system that include strapping of the root ball and soil anchors. Duckbill Root Ball anchor sized per manufactures recommendations for tree or approved substitution shall be required.
PART 3 - EXECUTION
3.01 Landscape Grading
A. The Contractor shall complete Fine grading as required by adding soil, removing surplus soil, removing rocks and debris over 1 inch in diameter within the top 2" of soil in flat and slope areas, and removing rocks over 2" in diameter within the top 6" of soil in areas with slopes less than 3:1. Bring all areas to be landscaped to fine grade.
All areas shall slope to drain. Flow lines shall be established to drain inlets, existing road curbs, sidewalks, and or other drainage conveyance structures as shown on the grading plans. Contractor shall notify Owners Representative/ Landscape Architect of any areas that appear to have drainage issues prior to soil preparation for complete mitigation and or correction.
B. The Contractor shall key/cut and remove all soil for mulch, ground cover, turf interfaces with hardscape per the details.
3.02 Weed Control Measures
A. Upon completion and acceptance of all fine grading work and prior to soil preparation, the Contractor shall perform weed control (Grow/Kill) measures as follows:
1. Irrigate all areas designated to be planted for a minimum of 10 minutes per setting, two settings per day for 14 days continuously to germinate existing seed bank. a. In instances of point source or drip irrigation it is the Contractors responsibility to completely irrigate all planting areas which may require additional or supplemental irrigation above the designed system per plans. This may include adding above ground temporary irrigation, watering from water trucks/tanks, and or hand watering and shall be included in the Contractors bid.
2. Apply a contact non selective herbicide per the written recommendations of a Certified Pest Control Advisor specific to the site- allow 7 days or sufficient time to pass to allow a complete kill of all weeds germinated.
3. Remove all weeds present including any viable root systems and above ground vegetation, this includes all weeds within the limit of work- not only planting areas. 4. Repeat step one for only 7 days and then follow steps 2-3 as above until weed cover is less than 1%.
5. Contractor shall call for inspection and verification of the completion of the Grow Kill Period prior to planting.
6. Contractor shall indicate on master schedule total grow kill period as part of submittals.
7. If the Contractor wants to phase the grow/kill operation, the Contractor will be responsible for providing plans documenting treatments including start and stop dates, in addition to reporting and requesting inspections for verification.
8. Any failure by the Contractor to continually irrigate or miss herbicide or clean up windows as listed above would require the process starting over from step one.
9. Contractor is responsible for the purchase and erection of all signs and barriers required to prevent intrusion into treated areas in addition to all required forms of public notice as required by local governing boards and or manufacture requirements for the safe and responsible use of products.
10. No material or method applied shall affect the success or ability of hydroseeded or planted material to germinate/thrive.
3.03 Soil Preparation
A. All fine grading, mounding, contouring, and all weed control measures shall be documented, completed, and approved prior to any soil preparation by the owners representative.
B. The Soil Management report shall take precedence if included in the plans and shall be followed for a soil preparation tasks.
C. This work shall not commence until the agronomic soils tests have been completed. Should 30 calendar days elapse between completion of soil preparation and commencement of planting, all areas shall be prepared again.
D. In planting areas with grades less than 3:1, a layer of soil amendments shall be spread and roto-tilled into the soil to a minimum depth of 8 inches, or as required by the soils report, so that the soils shall be loose, friable, and free from all rocks, sticks, and other objects undesirable to planting. For areas greater than 3:1 slopes soil preparation shall be per plant site.
E. The following soil amendments shall be used for estimating purposes and added per 1,000 square feet to all planting areas with gradients less than 3:1 (agronomic soil test recommendations shall take precedence where these minimum amounts are exceeded). Contractor shall be responsible for any additional cost due to Soil report recommendations increasing amendments and or mitigation and shall have inspected and understood the current soil conditions at time of Bid.( Note- the following is for typical ornamental landscape planting- they shall not apply to native plantings, or special specie requirements which shall be specific to the details).
1. 3 cubic yards organic amendment
2. 200 pounds soil conditioner/fertilizer (Gro-Power Plus)
3. 25 pounds gypsum
All landscape areas shall be re-fine graded to "dress out", maintain, and/or reestablish grades and flow lines as approved prior to amending the soil. Fine grades will be inspected upon completion. Contractor shall not proceed with planting work until fine grades have been inspected and accepted by the Landscape Architect.
F. Moisture Content - The soils shall not be worked when the moisture content is so great that excessive compaction will occur; and not when it is so dry that dust will form in the air or that clods will not break easy. Water shall be applied, as necessary, to provide ideal moisture content for tilling, planting, and required dust control.
G. If leaching of the amended soil is required by the Soils test recommendations, a second series of soils test shall be taken to verify the success of leaching and completion of the soil mitigation. The additional testing shall be the sole responsibility of the Contractor including any further testing and required amendments and mitigation if the results indicate the first attempt at leaching was inadequate.
H. Note: Special soil preparation areas such as drainage basins, sumps, or areas with different agronomic requirements shall be per plan and or notes/details.
3.04 Finish Grading
A. After completion of all soil preparation work the Contractor shall finish grade all planting areas filling as needed or removing surplus dirt, removing rocks and debris over 1 inch in diameter, and floating to a smooth uniform grade. All areas shall slope to drain. Flow lines shall be established to inlets, road curbs and/or a sidewalk as shown on the plans and as required for positive drainage.
3.05 Planting
A. Prior to planting the Contractor shall dig test planting holes for percolation tests. Per direction of the Landscape Architect, locations shall be selected to address all soil types and situations on site, such as examples for slope, exposure, soil type, etc. Holes will be dug to the depth per planting details and filled to 25% capacity with water. Test start time will be documented and checked every half hour until fully infiltrated to ensure proper drainage. Any areas found to not infiltrate per the recommended time frame for the selected material will require additional drains and specialized planting techniques per the details for Trees and Shrubs in Wet Soils, which require deeper pits, additional gravel sumps, and drain pipes. The Contractor shall include the cost of these additional items per the site conditions at the time of bidding and if not installed shall refund a credit to the owner.
B. Trees and Shrubs: Plant holes shall be dug to size as indicated in the drawings. Before trees and shrubs are set in the holes, all holes shall be pre-watered as follows:
All planting holes shall be filled to the brim with water and allowed to drain before any planting is done. If any holes fail to drain then they will be added to the holes for wet soils treatment as stated in item “A” above and receive additional items per the details to mitigate the slow draining soil.
C. Soil surrounding planting pits shall be in a friable condition and moist to a depth of 8".
D. Backfill using specified soil mix per the details to within 8" of finish grade. At this depth, place the fertilizer tablets or Mycro packs/ tabs per details. Complete backfilling to finish grade.
E. Plants and Trees shall be planted at such a depth that the crown roots bear the same relative position to finish grade as they did to the soils where they were grown.
At no time shall the soil level be raised around the crown. If the soil level per grower's container is higher than base of the trunk flare the Contractor shall remove excess soil per ISA standards and BMP's. Backfill after planting shall be compacted carefully into place without injuring the roots of the tree or breaking up the ball of earth surrounding the roots.
F. Contractor shall create and mound soil as required for water basins per the details including adding slope guards, stones for root cover/ soil moisture protection on southwestern exposures, trunk protection, and additional straw wattles when required by the plans and details.
G. All excess soil spoils and excavated debris shall be removed from the site by the Contractor.
3.06 Ground Cover and Vine Planting
A. Soil preparation and fine grading shall be completed prior to ground cover planting.
B. Add Soil Amendments and conditioners to ground cover areas per Section 3.03, part D of the above planting specifications.
C. All rooted ground cover and bare dirt areas are to be treated with a pre-emergent chemical (subject to approval by the Landscape Architect prior to application as recommended by a CPA). Chemicals are to be applied by a DPR Qualified or Certified applicator. This treatment shall be applied at the following times during the contract: a) before planting, b) at beginning of plant establishment period, and c) at the end of plant establishment period. The Owners Representative / Landscape Architect shall be given a minimum of 48 hours (2 working days) notice prior to each application. No chemicals shall be applied other than in the presence of the inspector.
D. Ground cover shall be planted below all shrubs and trees to within 12" of the shrub main stem unless otherwise noted on the plans.
E. Ground cover and vines shall be planted in moist soil and spaced as indicated on the plans.
F. Each plant shall be planted with its proportionate amount of flat soil to minimize root disturbance. Soil moisture shall be such that the soil does not crumble when removing plants.
G. Following planting, ground cover and vine areas shall be re-finished graded to restore smooth finish grade and to ensure proper surface drainage. All excess soil spoils and excavated debris shall be removed from the site by the Contractor.
H. A 3-inch layer of mulch per plans shall be spread over the planted areas . Watering shall begin immediately following mulching and shall wet all mulch thoroughly.
I. When necessary to prevent plant damage from pedestrian traffic during the initial growing stage, the Contractor shall erect temporary protective fencing to be removed at the end of the plant establishment period and shall included in the Contractors Bid.
J. Vines shall be tied to walls, fences, etc., in the manner prescribed on the plans and details. At a minimum the contractor shall provide attached fasteners and guying for vines requiring support. Temporary staking shall be removed at the beginning of the plant establishment period.
3.07 Tree Staking
A. Stake trees as per planting details. No metal wire shall circle any part of any tree.
B. All nursery stake shall be removed at the time of planting.
C. Contractor shall adjust staking as needed for locations in high wind areas, including adding more restraints and stakes per the plans and current ISA guidelines at no additional cost.
3.08 Mulching
A. Contractor shall apply a 3" minimum mulch layer to all planting areas unless specified as other ground cover treatment by the plans.
B. Contractor shall keep mulch from plant trunks as follows:
1. Shrubs shall have 3" of clearance from trunks/main stems to mulch
2. Trees shall have 6" of clearance from crown/ base of the flare to mulch C. Contractor shall over head water entire mulched area to help settle and lock material together and start the process of nutrients moving into the below soil.
3.09 Watering
A. It shall be the Contractor's responsibility to maintain a balanced watering program to ensure proper growth until final acceptance of the work.
B. Immediately after planting, apply water to each tree, shrub or vine. Apply water using a gentle spray pattern via a water wand in the planting hole until the material around the roots is completely saturated from the bottom of the hole to the top of the ground.
C. Apply water in sufficient quantities and as often as seasonal conditions require to keep the planted areas moist at all times, well below the root system of plants - per the requirements of all plant species.
D. Contractor shall be responsible for monitoring all planting areas and adjusting irrigation as needed for severe weather conditions such as high wind or high heat waves including working weekends and holidays as part of their Bid based on project timelines and schedules per seasonal requirements.
E. For turf or hydroseed installation using Eco Mat or other subsurface irrigation systems, the Contractor will be responsible for any head adjustments or hand watering required to germinate the seeds against any hardscape buffer areas (typically 24”) at no additional cost.
F. Irrigation:
1. Contractor shall properly and completely maintain the irrigation system. Contractor shall program controller per watering schedule on irrigation plans and adjust in the field as necessary. Overhead irrigation areas to have a maximum run time of 15 minutes per cycle with additional cycles as needed. At no time will run off or erosion be allowed.
3.10 Plant Protection
A. The Contractor is responsible for all aspects of protection of the installed landscape from loss or damage through the Plant Establishment and Maintenance periods until the owner takes final acceptance via written notice. This shall include any additional materials or protection methodologies such as (but not limited to) above/below ground wire cages, shields, trunk covers, shading, herbivore protection via product use or trapping and or removal, application of deterrents, and Pest and insect control.
3.11 Pruning
A. All shrubs and trees shall be pinch pruned as necessary to encourage new growth and to eliminate rank sucker growth. Old flowers, and dead foliage and damaged limbs shall be removed. No major pruning shall be done without the approval of the Landscape Architect. Any damage to shrubs and trees that drastically changes structure and or appearance shall require the Contractor to replace with an approved replacement at no additional cost per the direction of the Landscape Architect.
3.12 Maintenance
A. All areas landscaped by the Contractor under this contract shall be maintained by said Contractor for a minimum plant establishment period of not less than ninety (90) days from the date of written acceptance of initial installation and substantial completion per the requirements of the plans, specifications, and contract documents.
3.13 START OF PLANT ESTABLISHMENT
A. Criteria for start of plant establishment period:
1. The plant establishment period shall not start until all elements of the project that impact the landscape are completed in accordance with the contract documents. Projects will not be segmented into phases or have portions be separated for multiple Plant Establishment programs.
2. Permanent Water and Power for the irrigation system shall be established.
3. Fully automatic irrigation including coverage tests, acceptance of installation and as-builts/controller charts must have all been provided and approved by the Landscape Architect or Owners Representative.
4. Written acceptance of the Owners Representative must be obtained prior to the start of the plant establishment period.
5. If project maintenance fails to continuously meet standards required, the plant establishment period "day count" will be suspended and will not recommence until Contractor has corrected all deficiencies.
6. The 90-day establishment period is the minimum continuous required and will be extended as needed at no additional cost to remedy issues with failure to service/meet the requirements and bring the project back into compliance.
3.14 Landscape Maintenance
A. Contractor shall supply and supervise labor, materials, equipment and transportation as required to maintain the landscape in a thriving condition as it establishes and takes root, as specified herein.
1. Care of all lawn and ground cover areas if present, including watering, cutting, edging, trimming, fertilizing and pest control within all ground cover areas as directed herein.
2. Care of all shrubs, trees, and planting areas, including watering, cultivation, pruning, fertilization, debris removal, and pest control including but not limited to:
a. All cultivation and soil aeration as necessary to maintain optimum conditions for plant growth. b. Fertilization of all plant material on a regular schedule, including soil testing as necessary to determine requirements and application methods with reference to the project soil analysis.
c. All pruning, re-staking, tightening or adjustment of guy wires or straps and trimming of plant material that is required in landscape areas to promote growth and proper structure.
d. Control and/or prevention of diseases, insect and or rodent infestation using methods and techniques approved by State Licensing Agency.
3. Supplemental watering of plant material on a regular basis through use of automatic irrigation systems and/or hand watering as needed, while consistently monitoring and adjusting water needs to maintain optimum conditions for plant growth per each species/hydrozones requirements.
4. Maintenance of irrigation systems, including adjustment of heads and valves and regular controller program updating, cleaning of filters, and fertilizer injection systems if included per plans.
5. General maintenance of the site and associated amenities including removal of litter and debris, cleaning of site features, graffiti removal, and reapplication of any anti-graffiti coatings as required.
6. Replacement of plantings, or other materials that, in the Owner's Representatives opinion, require replacement due to failure, decline or the Contractor's neglect in care or maintenance at no cost to the Owner.
7. Protection of Property and Landscape During inclement weather: During periods of inclement weather, Contractor shall provide supervisory inspections of the project during regular hours to prevent of minimize possible damage from storms or weather events. Contractor shall report any storm damage to Owner's Representative.
8. Protection of Existing Facilities and Structures: Contractor shall exercise due care in protecting from damage all existing facilities, structures, and utilities both above and below grade from maintenance activities- any damage from equipment or personnel shall be repaired or replaced immediately to the original condition of a new installation.
9. Project Inspection: Contractor will meet with Owners Representative per approved schedule to verify compliance with specifications. Following each meeting, Contractor will submit written reports noting problems cited during inspections and any actions taken.
10. Work Schedule: A monthly schedule shall be prepared and submitted to the Owner prior to the beginning of each month. Schedules shall indicate times, days of the week and type of work to be performed including man power for approval.
B. Maintenance Tasks
1. Ground cover areas shall be mowed or maintained as needed weekly, on the same day every week.
2. All turf grass borders and ground covers shall be neatly and uniformly edged or trimmed concurrent with every mowing with bladed tools - no string trimmers will be allowed for edging.
3. A regular program of approved chemical application shall be used to control weed growth, supplemented by hand removal or noxious weeds or grasses as necessary.
4. All areas shall be fertilized in accordance with soils report.
5. The contractor shall police the entire project area including all paved areas, planters, lawn areas, sidewalks (including common area sidewalks) and trash enclosures and collect fallen leaves, branches and limbs regardless of length or diameter, dead vegetation, paper, trash, cigarette butts, garbage, rocks, and any and all other debris to prevent unsightly and inordinate accumulations during normal maintenance working hours. Sidewalks shall be swept or washed as necessary to keep free of trash and graffiti. Collected items shall be promptly removed and taken to a legal disposal site.
6. Removal and legal disposal of animal carcasses are considered a normal maintenance task for the duration of the maintenance period. Dead carcasses shall be legally removed immediately when discovered by the contractor.
7. The Contractor is responsible for daily visual inspection of slopes and immediately reporting areas experiencing erosion to the landscape architect and/or Owner's Representative on the same day noticed. If the contractor fails to notify the Landscape architect and/or Owner's Representative of areas experiencing erosion on the same day noticed, then the contractor assumes full responsibility for any erosion control measures and/or repairs as directed by the Landscape Architect and/or Owner's Representative at no additional cost to the Owner.
8. Contractor shall replenish mulch levels as required to match installation levels with the same type as listed in the documents.
9. Maintain weed levels to less than 5% of total area with a final goal of less than 3% at completion of the establishment period.
C. Field Quality Control
1. Perform Site Observations: For the purpose of establishing the 90-day Maintenance Period and observing completion of the work of this Section through final acceptance. A minimum of (6) six separate field visits, occurring chronologically as follows:
a. Observation for Maintenance at Commencement
b. 15-day Progress Maintenance Observation
c. 30-day Progress Maintenance Observation
d. 60-day Coordinate Site Meeting with Client's Site Maintenance Staff e. 60-day Progress Maintenance Observation
f. 90-day Observation for Final Acceptance
3. Observation for Plant Establishment Period Commencement: Request observation and acceptance by Owner's Representative after all plant material is installed and after all irrigation work and other work of this Section is completed. Plant Establishment Period shall begin upon acceptance of final planting and review by the Owner's Representative. The Period shall continue for a minimum of 90-calendar days until Final Acceptance.
4. At any time, deficiencies are found such as under performing plants or a lack of maintenance the , Owner's Representative will notify the Contractor immediately that the 90-day period has been suspended until such time as the deficiencies are fully corrected.
5. The Contractor has 3 days to respond to any notices of deficiencies and make appropriate corrections including plant replacements.
6. Final Maintenance Observation: Notify the Owner's Representative at least 7 days before the expiration of the Plant Establishment Period for Final Maintenance Observation. Prior to this observation, all items determined to be deficient during the Progress Maintenance Observations shall be completed and signed-off by the Owner's Representative.
D. Final acceptance will require written documentation by the Landscape Architect verifying the completion of the Maintenance after inspection and agreement all requirements per the plans and specifications have been met in full. 37 LP-17
MH
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MH 405 405
MH
91 CITY OF CARSON CITY OF CARSON ENGINEERING SERVICES DIVISION PROJECT NO. SHEET PLAN NO. 799-25-001 1 of 73 C1.0 REVISIONS NO DESCRIPTION APPROVE DATE PLANS PREPARED BY: BENCHMARK: STAMP RECOMMENDED BY: APPROVED BY: IAN HOLST, PE - ASSOCIATE CIVIL ENGINEER DATE GILBERT MARQUEZ, PE - CITY ENGINEER DATE MEDIAN IMPROVEMENT 91 FWY/AVALON TO DEL AMO/AVALON CONSTRUCTION NOTES SHEET INDEX GENERAL NOTES VICINITY MAP 1. ALL WORK AND MATERIALS SHALL COMPLY WITH THE CITY OF CARSON, STANDARD DRAWINGS, AMERICAN PUBLIC WORKS ASSOCIATION AND CALTRANS STANDARD PLANS AND SPECIFICATIONS. (ALL LATEST EDITION) 2. CONSTRUCTION PERFORMANCE BOND SHALL BE POSTED THROUGH CITY OF CARSON ENGINEERING SERVICES DIVISION PRIOR TO CONSTRUCTION PERMIT ISSUANCE. CONSTRUCTION BOND IS BASED ON ESTIMATED CONSTRUCTION COST AS REVIEWED AND APPROVED BY THE CITY ENGINEER. 3. CONSTRUCTION PERMIT FROM THE CITY OF CARSON ENGINEERING SERVICES DIVISION SHALL BE OBTAINED AT LEAST SEVEN (7) DAYS PRIOR TO PRE-CONSTRUCTION MEETING. (A TOTAL OF 21-DAYS PRIOR TO START OF CONSTRUCTION) 4. PRE-CONSTRUCTION MEETING SHALL BE COORDINATED AND COMPLETED THROUGH CITY OF CARSON ENGINEERING SERVICES DIVISION AT LEAST 14-DAYS PRIOR TO START OF CONSTRUCTION. 5. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING SERVICES FOR INSPECTION A MINIMUM OF 48-HRS PRIOR TO STARTING WORK AT (310) 952-1700 EXT. 1795 6. WORKING HOURS SHALL BE 9:00 AM TO 3:00 PM FOR ARTERIAL STREETS AND 7:00 AM TO 3:00 PM FOR LOCAL/RESIDENTIAL STREETS, UNLESS OTHERWISE APPROVED. 7. STAGING AREAS FOR CONSTRUCTION MATERIALS AND EQUIPMENT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 8. PEDESTRIANS AND/OR VEHICULAR ACCESS SHALL BE ALLOWED AT ALL TIMES, UNLESS APPROVED OTHERWISE BY THE CITY ENGINEER. PROHIBITING PEDESTRIAN AND/OR VEHICULAR ACCESS REQUIRES DETOUR AND/OR ACCESS CLOSURE PLANS SUBJECT TO REVIEW AND APPROVAL OF THE CITY ENGINEER. 9. OVERNIGHT TRAFFIC CONTROLS SHALL BE REVIEWED AND APPROVED BY TRAFFIC ENGINEER, PRIOR TO PRE-CONSTRUCTION MEETING. OTHERWISE TRAFFIC CONTROL SHALL BE PER CA M.U.T.C.D MANUAL, LATEST EDITION. 10. CONTRACTOR SHALL NOTIFY AFFECTED RESIDENTS, BUSINESSES AND AGENCIES 72-HOURS PRIOR TO START OF CONSTRUCTION, AT THE DISCRETION OF THE CITY ENGINEER. 11. DAMAGED EXISTING IMPROVEMENTS, NOT PART OF THE SCOPE OF WORK, SHALL BE PROTECTED IN-PLACE AND SHALL BE REPLACED IN KIND AT NO COST TO THE CITY, TO THE SATISFACTION OF THE CITY ENGINEER. 12. NO TRENCHES MAY BE LEFT OPEN OVERNIGHT UNLESS APPROVED BY THE CITY ENGINEER. 13. IF ANY UTILITIES OR FACILITIES CONFLICT WITH PROPOSED IMPROVEMENTS, ALL WORK SHALL STOP AND THE CITY ENGINEER SHALL BE NOTIFIED IMMEDIATELY. 14. CONTRACTOR SHALL COORDINATE AND/OR OBTAIN NECESSARY PERMITS FROM AFFECTED AGENCIES. 15. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (U.S.A.) 48-HRS PRIOR TO START WORK. UPON EXPOSING ANY UTILITY'S UNDERGROUND FACILITY THE CONTRACTOR SHALL NOTIFY THAT OWNER OF THAT UTILITY IMMEDIATELY. 16. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL SUBSTRUCTURES WITHIN THE ALIGNMENT OF THE PROPOSED IMPROVEMENTS, AND IN THE EVENT OF SUBSTRUCTURE DAMAGE, THE CONTRACTOR SHALL BEAR ALL THE COST OF REPAIR OR REPLACEMENT. 17. CONTRACTOR SHALL HAVE SUFFICIENT MATERIALS ON HAND AT ALL TIMES TO EXPEDITE ANY EMERGENCY REPAIR. 18. AS REQUIRED BY THE CITY ENGINEER, THE CONTRACTOR SHALL FURNISH AND OPERATE A SELF-LOADING MOTOR SWEEPER WITH SPRAY NOZZLES AT LEAST TWICE EACH WORKING DAY TO KEEP PAVED AREAS ACCEPTABLY CLEAN WHEREVER CONSTRUCTION IS INCOMPLETE. 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AT ALL TIMES DURING CONSTRUCTION AMPLE MEANS AND DEVICES WITH WHICH TO PROMPTLY REMOVE AND PROPERLY DISPOSE OF ALL WATER FROM ANY SOURCE ENTERING THE EXCAVATION OR OTHER PARTS OF THE WORK. 20. CONTRACTOR SHALL COMPLY WITH ALL STORMWATER POLLUTION CONTROL PER BY REGIONAL WATER QUALITY CONTROL BOARD (RWQCB) REQUIREMENTS, INCLUDING BUT NOT LIMITED TO BEST MANAGEMENT PRACTICE (BMPs) 21. CONTRACTOR SHALL APPLY FOR AND OBTAIN A TREE REMOVAL PERMIT WHEN DEMOLISHING AN EXISTING TREE WITHIN THE PUBLIC RIGHT-OF-WAY. REFER TO "EXHIBIT B" OF ARTICLE III, CHAPTER 9 OF THE CITY OF CARSON MUNICIPAL CODE AND CONTACT GREGORY MACDONALD, TREE AND CONCRETE MAINTENANCE SUPERVISOR, AT (310) 847-3500. 22. CONTRACTOR SHALL PROVIDE TREE PROTECTION FOR TREES WITHIN THE PUBLIC RIGHT-OF-WAY PER ARTICLE III, CHAPTER 9, SECTION 3928 OF THE CITY OF CARSON MUNICIPAL CODE. PH: 310 464 8404 3825 DEL AMO BOULEVARD TORRANCE, CA 90503 WWW.BREENDESIGN.COM RIVERSIDE, CA 92504 PH: 951 369 0700 7111 INDIANA AVE, SUITE 300 REGISTERED PROFESSIONA L ENGINEER DA VID LE ST A T E OF C A LIFORNIA C IV IL NO. C70897 EXP. 06/30/2027 THE ELEVATIONS SHOWN HEREON ARE BASED UPON THE SMARTNET NORTH AMERICA C.O.R.S. CASF, ELEVATION 157.95 FEET (NAVD 88). PROJECT 405 FWY/AVALON TO 220 AVALON GRACE/CARSON TO 405 FWY/CARSON KEY MAP CONSTRUCT CURB PER CITY OF CARSON STANDARD DETAIL 108 TYPE B1. CONSTRUCT CURB AND GUTTER PER CITY OF CARSON STANDARD DETAIL 108 TYPE B2. CONSTRUCT STAMPED CONCRETE PAVEMENT PER CITY OF CARSON STANDARD DETAIL 123. CONSTRUCT CURB CUT PER CITY OF CARSON STANDARD DETAIL 701. CONSTRUCT BARRICADE PER CITY OF CARSON STANDARD DETAIL 400. CONSTRUCT ASPHALT PAVING.REFER TO CITY OF CARSON STANDARD DETAIL 108A. CONSTRUCT NON-STAMPED CONCRETE PAVEMENT. CONSTRUCT NEW LANDSCAPING. REFER TO CORRESPONDING LANDSCAPING DRAWINGS. 12345678 CIVIL IMPROVEMENT PLANS: CARSON STREET MEDIAN & AVALON STREET MEDIAN SHEET NO. SHEET TITLE C1.0 TITLE SHEET AND NOTES C2.0 CIVIL IMPROVEMENT PLAN - 1 C2.1 CIVIL IMPROVEMENT PLAN - 2 C2.2 CIVIL IMPROVEMENT PLAN - 3 C2.3 CIVIL IMPROVEMENT PLAN - 4 C2.4 CIVIL IMPROVEMENT PLAN - 5 C2.5 CIVIL IMPROVEMENT PLAN - 6 C2.6 CIVIL IMPROVEMENT PLAN - 7 C2.7 CIVIL IMPROVEMENT PLAN - 8 C2.8 CIVIL IMPROVEMENT PLAN - 9 C2.9 CIVIL IMPROVEMENT PLAN - 10 C2.10 CIVIL IMPROVEMENT PLAN - 11 C2.11 CIVIL IMPROVEMENT PLAN - 12 C2.12 CIVIL IMPROVEMENT PLAN - 13 C2.13 CIVIL IMPROVEMENT PLAN - 14 I HEREBY DECLARE THAT I AM THE (ENGINEER) OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN THE CALIFORNIA BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARSON IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS AN ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. THE PLAN CHECK IS NOT A DETERMINATION OF THE TECHNICAL ADEQUACY OF THE DESIGN OF THESE IMPROVEMENTS. Name of (Engineer) : License Number, Date : Firm Name (Engineer) : Address : Phone Number : Fax Number : Email Address : DECLARATION OF RESPONSIBLE CHARGE Signature David Lee C70897 Breen Design Group 3825 Del Amo Blvd., Torrance, CA 90503 (310) 464-8404 (310) 464-8408 [email protected] A BID SET 3/4/26 2 ADDENDUM 2 5/18/26 N PROJECT SITE PROJECT SITE C2.0
CARSON STREET BONITA STREET
220TH STREET
219TH STREET AVALON BOULEVARD GRACE AVENUE
DESFORD STREET
213TH STREET AVALON BOULEVARD
GARDENA FREEWAY
186TH STREET
184TH STREET
182ND STREET
VICTORIA STREET
ALBERTONI STREET
LOYOLA AVENUE
UNIVERSITY DRIVE
M.L.K.
189TH STREET
JR. STREET
ELSMERE DRIVE TURMONT STREET
DEL AMO BOULEVARD C2.1 C2.2 C2.3 C2.4 C2.5 C2.6 C2.7 C2.8 C2.9 C2.11 C2.12 C2.13 C2.10 2 2 2 1 of 15 CONSTRUCTION NOTES CONSTRUCT CURB PER CITY OF CARSON STANDARD DETAIL 108 TYPE B1. CONSTRUCT CURB AND GUTTER PER CITY OF CARSON STANDARD DETAIL 108 TYPE B2. CONSTRUCT STAMPED CONCRETE PAVEMENT PER CITY OF CARSON STANDARD DETAIL 123. USE RANDOM STONE BY BRICKFORM (FM-700S-PRO) FOR STAMP PATTERN. CONSTRUCT CURB CUT PER CITY OF CARSON STANDARD DETAIL 701. CONSTRUCT BARRICADE PER CITY OF CARSON STANDARD DETAIL 400. CONSTRUCT ASPHALT PAVING. REFER TO CITY OF CARSON STANDARD DETAIL 108A. CONSTRUCT NON-STAMPED CONCRETE PAVEMENT. CONSTRUCT NEW LANDSCAPING. REFER TO CORRESPONDING LANDSCAPING DRAWINGS. 12345678 MH
MH
MH
28.4 28.0
27.7 27.4
27.1 26.8
26.5 26.3
26.2 26.0
25.7 25.3
25.0 24.7
24.4 24.1
23.8 23.7
28.7 28.2
27.7 27.3
27.8 27.5
27.0 26.6
26.5 26.2
25.8 25.3
24.9 24.6
24.3 24.2
24.0 24.4
27.7 27.4
27.4 24.6
24.4 24.0
28.425 24 26 26 27 28 25 24 26 27 28
UTILITY BOX
UTILITY BOX
CROSSWALK PLANTER
CURB TRAFFIC LINE (TYP) TRAFFIC LINE (TYP) 1 1 6 6 1 1 6 6 1 1 6 6 1 1 6 6 1 1 6 6 1 1 6 6 7 7 MH
MH
23.6 23.5
23.5 23.5
23.5 23.4
23.3 23.2
23.1 22.8
22.7 22.8
22.8 22.6
22.5 22.6
22.5 22.3
22.3 24.3
24.0 23.9
23.8 23.6
24.1 23.9
23.3 23.5
23.4 23.5
23.1 23.2
23.1 23.5
23.0 22.9
22.7 22.6
24.4 24.2
24.1 23.8
23.2 22.6 23 23 23 23 23 23 23 23 24 23 24 24 24 UTILITY BOX
UTILITY BOXES PLANTER
CURB PLANTER
CURB
CROSSWALK
GUTTER
CURB &
GUTTER
CURB & TRAFFIC LINE (TYP) TRAFFIC LINE (TYP) 1 1 6 6 1 1 6 6 1 1 6 6 1 1 6 6 1 1 6 6 2 2 6 6 2 2 6 6 1 1 6 6 3 3 7 7 7 3 8 DEMOLITION NOTES REMOVE EXISTING CURB. REMOVE EXISTING CURB AND GUTTER. REMOVE EXISTING CONCRETE PAVEMENT. REMOVE EXISTING CURB CUT. REMOVE EXISTING DAMAGED PORTIONS OF GUARD RAIL. REMOVE EXISTING ASPHALT PAVEMENT. CLEAR AND GRUB EXISTING PLANTING. REFER TO LANDSCAPING FOR ADDITIONAL INFORMATION. 1234567 GRAPHIC SCALE:1"=20' 0' 10' 20' 40' CITY OF CARSON ENGINEERING SERVICES DIVISION PROJECT NO. SHEET PLAN NO. of 73 REVISIONS NO DESCRIPTION APPROVE DATE PLANS PREPARED BY: BENCHMARK: RECOMMENDED BY: APPROVED BY: IAN HOLST, PE - ASSOCIATE CIVIL ENGINEER DATE GILBERT MARQUEZ, PE - CITY ENGINEER DATE PH: 310 464 8404 3825 DEL AMO BOULEVARD TORRANCE, CA 90503 WWW.BREENDESIGN.COM RIVERSIDE, CA 92504 WWW.CWDG.COM PH: 951 369 0700 7111 INDIANA AVE, SUITE 300 799-25-001 CIVIL IMPROVEMENT PLANS: CARSON STREET MEDIAN & THE ELEVATIONS SHOWN HEREON ARE BASED UPON THE SMARTNET NORTH AMERICA C.O.R.S. CASF, ELEVATION 157.95 FEET (NAVD 88). AVALON STREET MEDIAN A BID SET 3/4/26 2 ADDENDUM 2 5/18/26 2 C2.0 0AT&+LINESEELEFT%ELO: SCALE: KEY MAP N.T.S.
0AT&+LINESEERIG+TA%O9E
0AT&+LINESEES+EET& AVALON BOULEVARD ℄
220TH STREET AVALON BOULEVARD ℄
219TH
STREET ℄ C2.0 SAN DIEGO FREEWAY AVALON BOULEVARD AVALON BOULEVARD CARSON STREET GARDENA FREEWAY 2 2 2 2 2 2 2 2 2 2 2 2 2 2 of 15 MH
MH MH
21.1 21.1
21.0 20.9
20.9 20.8
20.7 20.6
20.4 20.3
20.3 20.1
20.2 20.2
20.2 20.2
20.2 20.1
20.0 21.6
21.1 21.1
21.1 21.0
20.9 21.3
20.8 20.7
20.6 20.6
20.4 20.8
20.8 20.6
20.5 20.3
20.1 20.2
21.2 21.1
20.8 20.6
20.7 20.5
20.5 20 21 20 21 21 21 21 21 21 21 21 21 21 21 VALVE COVER
UTILITY BOXES
UTILITY BOX
UTILITY BOX
GUTTER
CURB & PLANTER
MEDIAN PLANTER
GUTTER
CURB & TRAFFIC LINE (TYP) TRAFFIC LINE (TYP) 1 1 6 6 7 3 7 7 MH MH
MH
MH MH
MH
22.6 22.2
22.4 22.4
22.6 22.3
22.1 21.9
21.7 21.7
21.6 21.5
21.5 21.5
21.4 21.6
21.5 21.4
21.3 21.3
21.3 22.5
22.5 22.4
22.3 22.4
22.2 22.1
22.0 21.9
22.1 22.0
22.0 21.9
21.9 21.9
21.9 21.8
21.8 21.8
22.3 22.1
22.2 22.4
22.8 22.2
22.1 21.9
21.5 21.5 22 22 22 22 22 22 22 22 22 22 22 23