CONSTRUCTION CONTRACT
CP240049 - GENERAL VANG PAO PARK
1. Parties and Date.
This Contract is made and entered into this ________________ day of ___________, ____________ by and between the City of Merced, a California Charter Municipal Corporation of the State of California (“City”) and Stockbridge General Contracting, Inc., a California Stock Corporation with its principal place of business at 2972 Larkin Ave, Clovis, CA 93612 (“Contractor”). City and Contractor are sometimes individually referred to as “Party” and collectively as “Parties” in this Contract.
2. Recitals.
2.1 City. City is a California Charter Municipal Corporation organized under the laws of the State of California, with power to contract for services necessary to achieve its purpose.
2.2 Contractor. Contractor desires to perform and assume responsibility for the provision of certain construction services required by the City on the terms and conditions set forth in this Contract. Contractor represents that it is duly licensed and experienced in providing services such as construction of, but is not limited to, earth work, installing concrete pathways, installing pour-in-place rubber surfacing, installing engineered fiber, irrigation, underground utilities, and installing prepurchase playground equipment. The following license classifications are required for this Project: Class A
2.3 Project. City desires to engage Contractor to render such services for the CP240049 - GENERAL VANG PAO PARK as set forth in this Contract.
2.4 Project Documents & Certifications. Contractor has obtained, and delivers concurrently herewith, a performance bond, a payment bond, and all insurance documentation, as required by the Contract.
3. Terms
3.1 Incorporation of Documents. This Contract includes and hereby incorporates in full by reference the following documents, including all exhibits, drawings, specifications and documents therein, and attachments and addenda thereto:
• Services/Schedule (Exhibit “A”)
• Plans and Specifications (Exhibit “B”)
• Special Conditions (Exhibit “C”)
• Contractor’s Certificate Regarding Workers’ Compensation (Exhibit “D”) • Public Works Contractor Registration Certification (Exhibit “E”) • Payment and Performance Bonds (Exhibit “F”)
• Addenda
• Change Orders executed by the City
Attachment 1
• Latest Edition of the Standard Specifications for Public Works Construction (Green Book), Excluding Sections 1-9
• Notice Inviting Bids, if any
• Instructions to Bidders, if any
• Contractor’s Bid
3.2 Contractor’s Basic Obligation; Scope of Work. Contractor promises and agrees, at its own cost and expense, to furnish to the City all labor, materials, tools, equipment, services, and incidental and customary work necessary to fully and adequately complete the Project, including all structures and facilities necessary for the Project or described in the Contract (hereinafter sometimes referred to as the “Work”), for a Total Contract Price as specified pursuant to this Contract. All Work shall be subject to, and performed in accordance with the above referenced documents, as well as the exhibits attached hereto and incorporated herein by reference. The plans and specifications for the Work are further described in Exhibit “B” attached hereto and incorporated herein by this reference. Special Conditions, if any, relating to the Work are described in Exhibit “C” attached hereto and incorporated herein by this reference.
3.2.1 Change in Scope of Work. Any change in the scope of the Work, method of performance, nature of materials or price thereof, or any other matter materially affecting the performance or nature of the Work shall not be paid for or accepted unless such change, addition or deletion is approved in writing by a valid change order executed by the City. Should Contractor request a change order due to unforeseen circumstances affecting the performance of the Work, such request shall be made within five (5) business days of the date such circumstances are discovered or shall waive its right to request a change order due to such circumstances. If the Parties cannot agree on any change in price required by such change in the Work, the City may direct the Contractor to proceed with the performance of the change on a time and materials basis.
3.2.2 Substitutions/“Or Equal”. Pursuant to Public Contract Code Section 3400(b), the City may make a finding that designates certain products, things, or services by specific brand or trade name. Unless specifically designated in this Contract, whenever any material, process, or article is indicated or specified by grade, patent, or proprietary name or by name of manufacturer, such Specifications shall be deemed to be used for the purpose of facilitating the description of the material, process or article desired and shall be deemed to be followed by the words “or equal.” Contractor may, unless otherwise stated, offer for substitution any material, process or article which shall be substantially equal or better in every respect to that so indicated or specified in this Contract. However, the City may have adopted certain uniform standards for certain materials, processes and articles. Contractor shall submit requests, together with substantiating data, for substitution of any “or equal” material, process or article no later than thirty-five (35) days after award of the Contract. To facilitate the construction schedule and sequencing, some requests may need to be submitted before thirty-five (35) days after award of Contract. Provisions regarding submission of “or equal” requests shall not in any way authorize an extension of time for performance of this Contract. If a proposed “or equal” substitution request is rejected, Contractor shall be responsible for providing the specified material, process or article. The burden of proof as to the equality of any material, process or article shall rest with Contractor.
The City has the complete and sole discretion to determine if a material, process or article is an “or equal” material, process or article that may be substituted. Data required to substantiate requests for substitutions of an “or equal” material, process or article data shall include a signed affidavit from Contractor stating that, and describing how, the substituted “or equal”
material, process or article is equivalent to that specified in every way except as listed on the affidavit. Substantiating data shall include any and all illustrations, specifications, and other relevant data including catalog information which describes the requested substituted “or equal” material, process or article, and substantiates that it is an “or equal” to the material, process or article. The substantiating data must also include information regarding the durability and lifecycle cost of the requested substituted “or equal” material, process or article. Failure to submit all the required substantiating data, including the signed affidavit, to the City in a timely fashion will result in the rejection of the proposed substitution.
Contractor shall bear all of the City’s costs associated with the review of substitution requests. Contractor shall be responsible for all costs related to a substituted “or equal” material, process or article. Contractor is directed to the Special Conditions (if any) to review any findings made pursuant to Public Contract Code section 3400.
3.3 Period of Performance and Liquidated Damages. Contractor shall perform and complete all Work under this Contract within 65 working days, beginning the effective date of the Notice to Proceed (“Contract Time”). Contractor shall perform its Work in strict accordance with any completion schedule, construction schedule or project milestones developed by the City. Such schedules or milestones may be included as part of Exhibits “A” or “B” attached hereto or may be provided separately in writing to Contractor. Contractor agrees that if such Work is not completed within the aforementioned Contract Time and/or pursuant to any such completion schedule, construction schedule or project milestones developed pursuant to provisions of the Contract, it is understood, acknowledged and agreed that the City will suffer damage. Pursuant to Government Code Section 53069.85, Contractor shall pay to the City as fixed and liquidated damages the sum of $2,500 per day for each and every calendar day of delay beyond the Contract Time or beyond any completion schedule, construction schedule or Project milestones established pursuant to the Contract.
3.4 Standard of Performance; Performance of Employees. Contractor shall perform all Work under this Contract in a skillful and workmanlike manner, and consistent with the standards generally recognized as being employed by professionals in the same discipline in the State of California. Contractor represents and maintains that it is skilled in the professional calling necessary to perform the Work. Contractor warrants that all employees and subcontractors shall have sufficient skill and experience to perform the Work assigned to them. Finally, Contractor represents that it, its employees and subcontractors have all licenses, permits, qualifications and approvals of whatever nature that are legally required to perform the Work, including any required business license, and that such licenses and approvals shall be maintained throughout the term of this Contract. As provided for in the indemnification provisions of this Contract, Contractor shall perform, at its own cost and expense and without reimbursement from the City, any work necessary to correct errors or omissions which are caused by Contractor’s failure to comply with the standard of care provided for herein. Any employee who is determined by the City to be uncooperative, incompetent, a threat to the safety of persons or the Work, or any employee who fails or refuses to perform the Work in a manner acceptable to the City, shall be promptly removed from the Project by Contractor and shall not be re-employed on the Work.
3.5 Control and Payment of Subordinates; Contractual Relationship. City retains Contractor on an independent contractor basis and Contractor is not an employee of City. Any additional personnel performing the work governed by this Contract on behalf of Contractor shall at all times be under Contractor’s exclusive direction and control. Contractor shall pay all wages, salaries, and other amounts due such personnel in connection with their performance under this Contract and as required by law. Contractor shall be responsible for all reports and obligations
respecting such additional personnel, including, but not limited to: social security taxes, income tax withholding, unemployment insurance, and workers’ compensation insurance.
3.6 City’s Basic Obligation. City agrees to engage and does hereby engage Contractor as an independent contractor to furnish all materials and to perform all Work according to the terms and conditions herein contained for the sum set forth above. Except as otherwise provided in the Contract, the City shall pay to Contractor, as full consideration for the satisfactory performance by Contractor of the services and obligations required by this Contract, the below-referenced compensation in accordance with compensation provisions set forth in the Contract.
3.7 Compensation and Payment.
3.7.1 Amount of Compensation. As consideration for performance of the Work required herein, City agrees to pay Contractor the Total Contract Price of Nine Hundred Eighty Six Thousand Nine Hundred Seventy Seven Dollars ($986,977.00) (“Total Contract Price”) provided that such amount shall be subject to adjustment pursuant to the applicable terms of this Contract or written change orders approved and signed in advance by the City.
3.7.2 Payment of Compensation. If the Work is scheduled for completion in thirty (30) or less calendar days, City will arrange for payment of the Total Contract Price upon completion and approval by City of the Work. If the Work is scheduled for completion in more than thirty (30) calendar days, City will pay Contractor on a monthly basis as provided for herein. On or before the fifth (5th) day of each month, Contractor shall submit to the City an itemized application for payment in the format supplied by the City indicating the amount of Work completed since commencement of the Work or since the last progress payment. These applications shall be supported by evidence which is required by this Contract and such other documentation as the City may require. The Contractor shall certify that the Work for which payment is requested has been done and that the materials listed are stored where indicated. Contractor may be required to furnish a detailed schedule of values upon request of the City and in such detail and form as the City shall request, showing the quantities, unit prices, overhead, profit, and all other expenses involved in order to provide a basis for determining the amount of progress payments.
3.7.3 Prompt Payment. City shall review and pay all progress payment requests in accordance with the provisions set forth in Section 20104.50 of the California Public Contract Code. However, no progress payments will be made for Work not completed in accordance with this Contract. Contractor shall comply with all applicable laws, rules and regulations relating to the proper payment of its employees, subcontractors, suppliers, or others.
3.7.4 Contract Retentions. From each approved progress estimate, five percent (5%) will be deducted and retained by the City, and the remainder will be paid to Contractor. All Contract retention shall be released and paid to Contractor and subcontractors pursuant to California Public Contract Code Section 7107.
3.7.5 Other Retentions. In addition to Contract retentions, the City may deduct from each progress payment an amount necessary to protect City from loss because of: (1) liquidated damages which have accrued as of the date of the application for payment; (2) any sums expended by the City in performing any of Contractor’s obligations under the Contract which Contractor has failed to perform or has performed inadequately; (3) defective Work not remedied; (4) stop notices as allowed by state law; (5) reasonable doubt that the Work can be completed for the unpaid balance of the Total Contract Price or within the scheduled completion date; (6) unsatisfactory prosecution of the Work by Contractor; (7) unauthorized deviations from the Contract;
(8) failure of Contractor to maintain or submit on a timely basis proper and sufficient documentation as required by the Contract or by City during the prosecution of the Work; (9) erroneous or false estimates by Contractor of the value of the Work performed; (10) any sums representing expenses, losses, or damages as determined by the City, incurred by the City for which Contractor is liable under the Contract; and (11) any other sums which the City is entitled to recover from Contractor under the terms of the Contract or pursuant to state law, including Section 1727 of the California Labor Code. The failure by the City to deduct any of these sums from a progress payment shall not constitute a waiver of the City’s right to such sums.
3.7.6 Substitutions for Contract Retentions. In accordance with California Public Contract Code Section 22300, the City will permit the substitution of securities for any monies withheld by the City to ensure performance under the Contract. At the request and expense of Contractor, securities equivalent to the amount withheld shall be deposited with the City, or with a state or federally chartered bank in California as the escrow agent, and thereafter the City shall then pay such monies to Contractor as they come due. Upon satisfactory completion of the Contract, the securities shall be returned to Contractor. For purposes of this Section and Section 22300 of the Public Contract Code, the term “satisfactory completion of the contract” shall mean the time the City has issued written final acceptance of the Work and filed a Notice of Completion as required by law and provisions of this Contract. Contractor shall be the beneficial owner of any securities substituted for monies withheld and shall receive any interest thereon. The escrow agreement used for the purposes of this Section shall be in the form provided by the City.
3.7.7 Title to Work. As security for partial, progress, or other payments, title to Work for which such payments are made shall pass to the City at the time of payment. To the extent that title has not previously been vested in the City by reason of payments, full title shall pass to the City at delivery of the Work at the destination and time specified in this Contract. Such transferred title shall in each case be good, free and clear from any and all security interests, liens, or other encumbrances. Contractor promises and agrees that it will not pledge, hypothecate, or otherwise encumber the items in any manner that would result in any lien, security interest, charge, or claim upon or against said items. Such transfer of title shall not imply acceptance by the City, nor relieve Contractor from the responsibility to strictly comply with the Contract and shall not relieve Contractor of responsibility for any loss of or damage to items.
3.7.8 Labor and Material Releases. Contractor shall furnish City with labor and material releases from all subcontractors performing work on, or furnishing materials for, the Work governed by this Contract prior to final payment by City.
3.7.9 Prevailing Wages. Contractor is aware of the requirements of California Labor Code Section 1720 et seq., and 1770 et seq., as well as California Code of Regulations, Title 8, Section 16000 et seq., (“Prevailing Wage Laws”), which require the payment of prevailing wage rates and the performance of other requirements on “public works” and “maintenance” projects.
Since the Services are being performed as part of an applicable “public works” or “maintenance” project, as defined by the Prevailing Wage Laws, and since the total compensation is $1,000 or more, Contractor agrees to fully comply with such Prevailing Wage Laws. City shall provide Contractor with a copy of the prevailing rates of per diem wages in effect at the commencement of this Contract upon request. Contractor shall make copies of the prevailing rates of per diem wages for each craft, classification or type of worker needed to execute the Services available to interested parties upon request and shall post copies at Contractor’s principal place of business and at the project site. Contractor shall defend, indemnify and hold the City, its officials, officers, employees and agents free and harmless from any claim or liability arising out of any failure or alleged failure to comply with the Prevailing Wage Laws. Contractor and any subcontractor shall forfeit a penalty
of up to $200 per calendar day or portion thereof for each worker paid less than the prevailing wage rates.
3.7.10 Apprenticeable Crafts. When Contractor employs workmen in an apprenticeable craft or trade, Contractor shall comply with the provisions of Section 1777.5 of the California Labor Code with respect to the employment of properly registered apprentices upon public works. The primary responsibility for compliance with said section for all apprenticeable occupations shall be with Contractor. The Contractor or any subcontractor that is determined by the Labor Commissioner to have knowingly violated Section 1777.5 shall forfeit as a civil penalty an amount not exceeding $100 for each full calendar day of noncompliance, or such greater amount as provided by law.
3.7.11 Hours of Work. Contractor is advised that eight (8) hours labor constitutes a legal day’s work. Pursuant to Section 1813 of the California Labor Code, Contractor shall forfeit a penalty of $25.00 per worker for each day that each worker is permitted to work more than eight (8) hours in any one calendar day and forty (40) hours in any one calendar week, except when payment for overtime is made at not less than one and one-half (1-1/2) times the basic rate for that worker.
3.7.12 Payroll Records. Contractor and each subcontractor shall keep an accurate payroll record, showing the name, address, social security number, work classification, straight time and overtime hours worked each day and week, and the actual per diem wages paid to each journeyman, apprentice, worker, or other employee employed by him or her in connection with the public work. The payroll records shall be certified and shall be available for inspection at all reasonable hours at the principal office of Contractor in the manner provided in Labor Code section 1776. In the event of noncompliance with the requirements of this section, Contractor shall have 10 days in which to comply subsequent to receipt of written notice specifying in what respects such Contractor must comply with this section. Should noncompliance still be evident after such 10-day period, Contractor shall, as a penalty to City, forfeit not more than $100.00 for each calendar day or portion thereof, for each worker, until strict compliance is effectuated. The amount of the forfeiture is to be determined by the Labor Commissioner. A contractor who is found to have violated the provisions of law regarding wages on Public Works with the intent to defraud shall be ineligible to bid on Public Works contracts for a period of one to three years as determined by the Labor Commissioner. Upon the request of the Division of Apprenticeship Standards or the Division of Labor Standards Enforcement, such penalties shall be withheld from progress payments then due. The responsibility for compliance with this section is on Contractor. The requirement to submit certified payroll records directly to the Labor Commissioner under Labor Code section 1771.4 shall not apply to work performed on a public works project that is exempt pursuant to the small project exemption specified in Labor Code Section 1771.4.
3.7.13 Contractor and Subcontractor Registration. Pursuant to Labor Code sections 1725.5 and 1771.1, all contractors and subcontractors that wish to bid on, be listed in a bid proposal, or enter into a contract to perform public work must be registered with the Department of Industrial Relations. No bid will be accepted nor any contract entered into without proof of the contractor’s and subcontractors’ current registration with the Department of Industrial Relations to perform public work. Contractor is directed to review, fill out and execute the Public Works
Contractor Registration Certification attached hereto as Exhibit “E” prior to contract execution.
Notwithstanding the foregoing, the contractor registration requirements mandated by Labor Code Sections 1725.5 and 1771.1 shall not apply to work performed on a public works project that is exempt pursuant to the small project exemption specified in Labor Code Sections 1725.5 and 1771.1.
3.7.14 Labor Compliance; Stop Orders. This Project is subject to compliance monitoring and enforcement by the Department of Industrial Relations. It shall be the Contractor’s sole responsibility to evaluate and pay the cost of complying with all labor compliance requirements under this Contract and applicable law. Any stop orders issued by the Department of Industrial Relations against Contractor or any subcontractor that affect Contractor’s performance of Work, including any delay, shall be Contractor’s sole responsibility. Any delay arising out of or resulting from such stop orders shall be considered Contractor caused delay subject to any applicable liquidated damages and shall not be compensable by the City. Contractor shall defend, indemnify and hold the City, its officials, officers, employees and agents free and harmless from any claim or liability arising out of stop orders issued by the Department of Industrial Relations against Contractor or any subcontractor.
3.8 Performance of Work; Jobsite Obligations.
3.8.1 Water Quality Management and Compliance.
3.8.1.1 Water Quality Management and Compliance. Contractor shall keep itself and all subcontractors, staff, and employees fully informed of and in compliance with all local, state and federal laws, rules and regulations that may impact, or be implicated by the performance of the Work including, without limitation, all applicable provisions of the Federal Water Pollution Control Act (33 U.S.C. §§ 1300); the California Porter-Cologne Water Quality Control Act (Cal Water Code §§ 13000-14950); local ordinances regulating discharges of storm water; and any and all regulations, policies, or permits issued pursuant to any such authority regulating the discharge of pollutants, as that term is used in the Porter-Cologne Water Quality Control Act, to any ground or surface water in the State.
3.8.1.2 Compliance with the Statewide Construction General Permit. Contractor shall comply with all conditions of the most recent iteration of the National Pollutant Discharge Elimination System General Permit for Storm Water Discharges Associated with Construction Activity, issued by the California State Water Resources Control Board (“Permit”). It shall be Contractor’s sole responsibility to file a Notice of Intent and procure coverage under the Permit for all construction activity which results in the disturbance of more than one acre of total land area or which is part of a larger common area of development or sale. Prior to initiating work, Contractor shall be solely responsible for preparing and implementing a Storm Water Pollution Prevention Plan (SWPPP) as required by the Permit. Contractor shall be responsible for procuring, implementing and complying with the provisions of the Permit and the SWPPP, including the standard provisions, and monitoring and reporting requirements as required by the Permit. The Permit requires the SWPPP to be a “living document” that changes as necessary to meet the conditions and requirements of the job site as it progresses through difference phases of construction and is subject to different weather conditions. It shall be Contractor’s sole responsibility to update the SWPPP as necessary to address conditions at the project site.
3.8.1.3 Other Water Quality Rules Regulations and Policies.
Contractor shall comply with the lawful requirements of any applicable municipality, drainage City,
or local agency regarding discharges of storm water to separate storm drain systems or other watercourses under their jurisdiction, including applicable requirements in municipal storm water management programs.
3.8.1.4 Cost of Compliance. Storm, surface, nuisance, or other waters may be encountered at various times during construction of The Work. Therefore, the Contractor, by submitting a Bid, hereby acknowledges that it has investigated the risk arising from such waters, has prepared its Bid accordingly, and assumes any and all risks and liabilities arising therefrom.
3.8.1.5 Liability for Non-Compliance. Failure to comply with the Permit is a violation of federal and state law. Pursuant to the indemnification provisions of this Contract, Contractor hereby agrees to defend, indemnify and hold harmless the City and its officials, officers, employees, volunteers and agents for any alleged violations. In addition, City may seek damages from Contractor for any delay in completing the Work in accordance with the Contract, if such delay is caused by or related to Contractor’s failure to comply with the Permit.
3.8.1.6 Reservation of Right to Defend. City reserves the right to defend any enforcement action brought against the City for Contractor’s failure to comply with the Permit or any other relevant water quality law, regulation, or policy. Pursuant to the indemnification provisions of this Contract, Contractor hereby agrees to be bound by, and to reimburse the City for the costs (including the City’s attorney’s fees) associated with, any settlement reached between the City and the relevant enforcement entity.
3.8.1.7 Training. In addition to the standard of performance requirements set forth in paragraph 3.4, Contractor warrants that all employees and subcontractors shall have sufficient skill and experience to perform the Work assigned to them without impacting water quality in violation of the laws, regulations and policies described in paragraph 3.8.1. Contractor further warrants that it, its employees and subcontractors will receive adequate training, as determined by City, regarding the requirements of the laws, regulations and policies described in paragraph 3.8.1 as they may relate to the Work provided under this Agreement. Upon request, City will provide the Contractor with a list of training programs that meet the requirements of this paragraph.
3.8.2 Safety. Contractor shall execute and maintain its work so as to avoid injury or damage to any person or property. Contractor shall comply with the requirements of the specifications relating to safety measures applicable in particular operations or kinds of work. In carrying out its Work, Contractor shall at all times be in compliance with all applicable local, state and federal laws, rules and regulations, and shall exercise all necessary precautions for the safety of employees appropriate to the nature of the Work and the conditions under which the Work is to be performed. Safety precautions as applicable shall include, but shall not be limited to, adequate life protection and lifesaving equipment; adequate illumination for underground and night operations; instructions in accident prevention for all employees, such as machinery guards, safe walkways, scaffolds, ladders, bridges, gang planks, confined space procedures, trenching and shoring, fall protection and other safety devices, equipment and wearing apparel as are necessary or lawfully required to prevent accidents or injuries; and adequate facilities for the proper inspection and maintenance of all safety measures. Furthermore, Contractor shall prominently display the names and telephone numbers of at least two medical doctors practicing in the vicinity of the Project, as well as the telephone number of the local ambulance service, adjacent to all telephones at the Project site.
3.8.3 Laws and Regulations. Contractor shall keep itself fully informed of and in compliance with all local, state and federal laws, rules and regulations in any manner affecting the performance of the Contract or the Work, including all Cal/OSHA requirements, and shall give all notices required by law. Contractor shall be liable for all violations of such laws and regulations in connection with Work. If Contractor observes that the drawings or specifications are at variance with any law, rule or regulation, it shall promptly notify the City in writing. Any necessary changes shall be made by written change order. If Contractor performs any work knowing it to be contrary to such laws, rules and regulations and without giving written notice to the City, Contractor shall be solely responsible for all costs arising therefrom. City is a public entity of the State of California subject to certain provisions of the Health & Safety Code, Government Code, Public Contract Code, and Labor Code of the State. It is stipulated and agreed that all provisions of the law applicable to the public contracts of a municipality are a part of this Contract to the same extent as though set forth herein and will be complied with. Contractor shall defend, indemnify and hold City, its officials, officers, employees and agents free and harmless, pursuant to the indemnification provisions of this Contract, from any claim or liability arising out of any failure or alleged failure to comply with such laws, rules or regulations.
3.8.4 Permits and Licenses. Contractor shall be responsible for securing City permits and licenses necessary to perform the Work described herein, including, but not limited to, any required business license. While Contractor will not be charged a fee for any City permits, Contractor shall pay the City’s business license fee, if any. Any ineligible contractor or subcontractor pursuant to Labor Code Sections 1777.1 and 1777.7 may not perform work on this Project.
3.8.5 Trenching Work. If the Total Contract Price exceeds $25,000 and if the Work governed by this Contract entails excavation of any trench or trenches five (5) feet or more in depth, Contractor shall comply with all applicable provisions of the California Labor Code, including Section 6705. To this end, Contractor shall submit for City’s review and approval 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. If such plan varies from the shoring system standards, the plan shall be prepared by a registered civil or structural engineer.
3.8.6 Hazardous Materials and Differing Conditions. As required by California Public Contract Code Section 7104, if this Contract involves digging trenches or other excavations that extend deeper than four (4) feet below the surface, Contractor shall promptly, and prior to disturbance of any conditions, notify City of: (1) any material discovered in excavation that Contractor believes to be a hazardous waste that is required to be removed to a Class I, Class II or Class III disposal site; (2) subsurface or latent physical conditions at the site differing from those indicated by City; and (3) unknown physical conditions of an unusual nature at the site, significantly different from those ordinarily encountered in such contract work. Upon notification, City shall promptly investigate the conditions to determine whether a change order is appropriate. In the event of a dispute, Contractor shall not be excused from any scheduled completion date and shall proceed with all Work to be performed under the Contract, but shall retain all rights provided by the Contract or by law for making protests and resolving the dispute.
3.8.7 Underground Utility Facilities. To the extent required by Section 4215 of the California Government Code, City shall compensate Contractor for the costs of: (1) locating and repairing damage to underground utility facilities not caused by the failure of Contractor to exercise reasonable care; (2) removing or relocating underground utility facilities not indicated in the construction drawings; and (3) equipment necessarily idled during such work. Contractor shall not
be assessed liquidated damages for delay caused by failure of City to provide for removal or relocation of such utility facilities.
3.8.8 Air Quality. Contractor must fully comply with all applicable laws, rules and regulations in furnishing or using equipment and/or providing services, including, but not limited to, emissions limits and permitting requirements imposed by the California Air Resources Board (CARB). Although CARB limits and requirements are more broad, Contractor shall specifically be aware of their application to "portable equipment", which definition is considered by CARB to include any item of equipment with a fuel-powered engine. Contractor shall indemnify City against any fines or penalties imposed by CARB, or any other governmental or regulatory agency for violations of applicable laws, rules and/or regulations by Contractor, its subcontractors, or others for whom Contractor is responsible under its indemnity obligations provided for in this Agreement.
3.8.9 State Recycling Mandates. Contractor shall comply with State Recycling Mandates. Any recyclable materials/debris collected by the contractor that can be feasibly diverted via reuse or recycling must be hauled by the appropriate handler for reuse or recycling.
3.9 Completion of Work. When Contractor determines that it has completed the Work required herein, Contractor shall so notify City in writing and shall furnish all labor and material releases required by this Contract. City shall thereupon inspect the Work. If the Work is not acceptable to the City, the City shall indicate to Contractor in writing the specific portions or items of Work which are unsatisfactory or incomplete. Once Contractor determines that it has completed the incomplete or unsatisfactory Work, Contractor may request a reinspection by the City. Once the Work is acceptable to City, City shall pay to Contractor the Total Contract Price remaining to be paid, less any amount which City may be authorized or directed by law to retain. Payment of retention proceeds due to Contractor shall be made in accordance with Section 7107 of the California Public Contract Code.
3.10 Claims; Government Code Claim Compliance.
3.10.1 Intent. Effective January 1, 1991, 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. Effective January 1, 2017, 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.
3.10.2 Claims. For purposes of this Section, “Claim” means a separate demand by the Contractor, after a change order duly requested in accordance with the terms of this Contract has been denied by the City, 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 Contract, or (C) an amount the payment of which is disputed by the City. Claims governed by this Section may not be filed unless and until the Contractor completes all procedures for giving notice of delay or change and for the requesting of a time extension or change order, including but not necessarily limited to the change order procedures contained herein, and Contractor’s request for a change has been denied in whole or in part. Claims governed by this Section must be filed no later than fourteen (14) days after a request for change has been denied in whole or in part or after any other event giving rise to the Claim. The Claim shall be submitted in writing to the City and shall include on its first page the following in 16 point capital font: “THIS IS A CLAIM.” Furthermore, the claim shall include the documents necessary to substantiate the claim. Nothing in this Section is intended to extend the
time limit or supersede notice requirements otherwise provided by contract 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.
3.10.3 Supporting Documentation. The Contractor shall submit all claims in the following format:
3.10.3.1 Summary of claim merit and price, reference Contract Document provisions pursuant to which the claim is made
3.10.3.2 List of documents relating to claim:
(A) Specifications
(B) Drawings
(C) Clarifications (Requests for Information)
(D) Schedules
(E) Other
3.10.3.3 Chronology of events and correspondence
3.10.3.4 Analysis of claim merit
3.10.3.5 Analysis of claim cost
3.10.3.6 Time impact analysis in CPM format
3.10.3.7 If Contractor’s claim is based in whole or in part on an allegation of errors or omissions in the Drawings or Specifications for the Project, Contractor shall provide a summary of the percentage of the claim subject to design errors or omissions and shall obtain a certificate of merit in support of the claim of design errors and omissions.
3.10.3.8 Cover letter and certification of validity of the claim, including any claims from subcontractors of any tier, in accordance with Government Code section 12650 et seq.
3.10.4 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 public entity issues its written statement.
3.10.4.1 If City needs approval from its governing body to provide the Contractor a written statement identifying the disputed portion and the undisputed portion of the claim, and the governing body does not meet within the 45 days or within the mutually agreed to extension of time following receipt of a claim sent by registered mail or certified mail, return receipt requested, City shall have up to three days following the next duly publicly noticed meeting of the governing body after the 45-day period, or extension, expires to provide the Contractor a written statement identifying the disputed portion and the undisputed portion.
3.10.4.2 Within 30 days of receipt of a claim, City may request in writing additional documentation supporting the claim or relating to defenses or claims 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.
3.10.4.3 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.
3.10.5 Meet and Confer. If the Contractor disputes City’s written response, or City fails to respond within the time prescribed, the Contractor may so notify City, in writing, either within 15 days of receipt of City’s response or within 15 days of 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, City shall schedule a meet and confer conference within 30 days for settlement of the dispute.
3.10.6 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, 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 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 City and the Contractor sharing the associated costs equally. 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.
3.10.6.1 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.
3.10.6.2 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.
3.10.6.3 Unless otherwise agreed to by City and the Contractor in writing, the mediation conducted pursuant to this section shall excuse any further obligation under Section 20104.4 to mediate after litigation has been commenced.
3.10.6.4 The mediation shall be held no earlier than the date the Contractor completes the Work or the date that the Contractor last performs Work, whichever is earlier. All unresolved claims shall be considered jointly in a single mediation, unless a new unrelated claim arises after mediation is completed.
3.10.7 Procedures After Mediation. If following the mediation, the claim or any portion remains in dispute, the Contractor must file a claim pursuant to Chapter 1 (commencing with
Section 900) and Chapter 2 (commencing with Section 910) of Part 3 of Division 3.6 of Title 1 of the Government Code. For purposes of those provisions, 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 pursuant to subdivision (a) until the time the claim is denied, including any period of time utilized by the meet and confer conference or mediation.
3.10.8 Civil Actions. The following procedures are established for all civil actions filed to resolve claims subject to this Section:
3.10.8.1 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 terms of these procedures..
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.
3.10.8.2 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 1114.11 of that code. The Civil Discovery Act of 1986 (Article 3 (commencing with Section 2016) of Chapter 3 of Title 3 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.
3.10.8.3 In addition to Chapter 2.5 (commencing with Section 1141.10) of Title 3 of Part 3 of the Code of Civil Procedure, (A) arbitrators shall, when possible, be experienced in construction law, and (B) any party appealing an arbitration award who does not obtain a more favorable judgment shall, in addition to payment of costs and fees under that chapter, also pay the attorney’s fees on appeal of the other party.
3.10.9 Government Code Claims. In addition to any and all contract requirements pertaining to notices of and requests for compensation or payment for extra work, disputed work, claims and/or changed conditions, Contractor must comply with the claim procedures set forth in Government Code sections 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, claims, and/or changed conditions have been followed by Contractor. If no such Government Code claim is submitted, or if any prerequisite contractual requirements are not otherwise satisfied as specified herein, Contractor shall be barred from bringing and maintaining a valid lawsuit against the City. A Government Code claim must be filed no earlier than the date the work is completed or the date the Contractor last performs work on the Project, whichever occurs first. A Government Code claim shall be inclusive of all unresolved claims unless a new unrelated claim arises after the Government Code claim is submitted.
3.10.10 Non-Waiver. 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. City’s failure to respond shall not waive City’s rights to any subsequent procedures for the resolution of disputed claims.
3.11 Loss and Damage. Except as may otherwise be limited by law, Contractor shall be responsible for all loss and damage which may arise out of the nature of the Work agreed to herein, or from the action of the elements, or from any unforeseen difficulties which may arise or be encountered in the prosecution of the Work until the same is fully completed and accepted by City.
3.12 Indemnification.
3.12.1 Scope of Indemnity. To the fullest extent permitted by law, Contractor shall defend, indemnify and hold the City, its officials, employees, agents and authorized volunteers free and harmless from any and all claims, demands, causes of action, suits, actions, proceedings, costs, expenses, liability, judgments, awards, decrees, settlements, loss, damage or injury of any kind, in law or equity, to property or persons, including wrongful death, (collectively, “Claims”) in any manner arising out of, pertaining to, or incident to any alleged acts, errors or omissions, or willful misconduct of Contractor, its officials, officers, employees, subcontractors, consultants or agents in connection with the performance of the Contractor’s services, the Project or this Agreement, including without limitation the payment of all consequential damages, expert witness fees and attorneys’ fees and other related costs and expenses. Notwithstanding the foregoing, to the extent required by Civil Code section 2782, Contractor’s indemnity obligation shall not apply to liability for damages for death or bodily injury to persons, injury to property, or any other loss, damage or expense arising from the sole or active negligence or willful misconduct of the City or the City’s agents, servants, or independent contractors who are directly responsible to the City, or for defects in design furnished by those persons.
3.12.2 Additional Indemnity Obligations. Contractor shall defend, with counsel of City’s choosing and at Contractor's own cost, expense and risk, any and all Claims covered by this section that may be brought or instituted against City or its officials, employees, agents and authorized volunteers. In addition, Contractor shall pay and satisfy any judgment, award or decree that may be rendered against City or its officials, employees, agents and authorized volunteers as part of any such claim, suit, action or other proceeding. Contractor shall also reimburse City for the cost of any settlement paid by City or its officials, employees, agents and authorized volunteers as part of any such claim, suit, action or other proceeding. Such reimbursement shall include payment for City's attorney's fees and costs, including expert witness fees. Contractor shall reimburse City and its officials, employees, agents and authorized volunteers, for any and all legal expenses and costs incurred by each of them in connection therewith or in enforcing the indemnity herein provided. Contractor's obligation to indemnify shall not be restricted to insurance proceeds, if any, received by the City, its officials, employees, agents and authorized volunteers.
3.13 Insurance.
3.13.1 Time for Compliance. Contractor shall not commence Work under this Contract until it has provided evidence satisfactory to the City that it has secured all insurance required under this section. In addition, Contractor shall not allow any subcontractor to commence work on any subcontract until it has provided evidence satisfactory to the City that the subcontractor has secured all insurance required under this section. Failure to provide and maintain all required insurance shall be grounds for the City to terminate this Contract for cause.
3.13.2 Minimum Requirements. Contractor shall, at its expense, procure and maintain for the duration of the Contract insurance against claims for injuries to persons or damages to property which may arise from or in connection with the performance of the Work hereunder by Contractor, its agents, representatives, employees or subcontractors. Contractor
shall also require all of its subcontractors to procure and maintain the same insurance for the duration of the Contract. Such insurance shall meet at least the following minimum levels of coverage:
3.13.2.1 Minimum Scope of Insurance. Coverage shall be at least as broad as the latest version of the following: (1) General Liability: Insurance Services Office Commercial General Liability coverage (occurrence form CG 00 01) OR Insurance Services Office Owners and Contractors Protective Liability Coverage Form (CG 00 09 11 88) (coverage for operations of designated contractor); (2) Automobile Liability: Insurance Services Office Business Auto Coverage form number CA 00 01, code 1 (any auto); and (3) Workers’ Compensation and Employer’s Liability: Workers’ Compensation insurance as required by the State of California and Employer’s Liability Insurance. Policies shall not contain exclusions contrary to this Contract.
3.13.2.2 Minimum Limits of Insurance. Contractor shall maintain limits no less than: (1) General Liability: $5,000,000 per occurrence and $5,000,000 aggregate for bodily injury, personal injury and property damage; (2) Automobile Liability: $5,000,000 per accident for bodily injury and property damage; and (3) Workers’ Compensation and Employer’s Liability:
Workers’ compensation limits as required by the Labor Code of the State of California. Employer’s Liability limits of $1,000,000 each accident, policy limit bodily injury or disease, and each employee bodily injury or disease. Defense costs shall be available in addition to the limits. Notwithstanding the minimum limits specified herein, any available coverage shall be provided to the parties required to be named as additional insureds pursuant to this Contract.
3.13.3 Insurance Endorsements. The insurance policies shall contain the following provisions, or Contractor shall provide endorsements (amendments) on forms supplied or approved by the City to add the following provisions to the insurance policies:
3.13.3.1 General Liability. (1) Such policy shall give the City, its officials, employees, agents and authorized volunteers additional insured status using ISO endorsements CG20 10 10 01 plus CG20 37 10 01, or endorsements providing the exact same coverage, with respect to the Work or operations performed by or on behalf of Contractor, including materials, parts or equipment furnished in connection with such work; (2) all policies shall waive or shall permit Contractor to waive all rights of subrogation which may be obtained by the Contractor or any insurer by virtue of payment of any loss or any coverage provided to any person named as an additional insured pursuant to this Contract, and Contractor agrees to waive all such rights of subrogation; and (3) the insurance coverage shall be primary insurance as respects the City, its officials, employees, agents and authorized volunteers, or if excess, shall stand in an unbroken chain of coverage excess of Contractor’s scheduled underlying coverage. Any insurance or selfinsurance maintained by the City, its officials, employees, agents and authorized volunteers shall be excess of Contractor’s insurance and shall not be called upon to contribute with it.
3.13.3.2 Automobile Liability. (1) Such policy shall give the City, its officials, employees, agents and authorized volunteers additional insured status with respect to the ownership, operation, maintenance, use, loading or unloading of any auto owned, leased, hired or borrowed by Contractor or for which Contractor is responsible; (2) all policies shall waive or shall permit Contractor to waive all rights of subrogation which may be obtained by the Contractor or any insurer by virtue of payment of any loss or any coverage provided to any person named as an additional insured pursuant to this Contract, and Contractor agrees to waive all such rights of subrogation; and (3) the insurance coverage shall be primary insurance as respects the City, its officials, employees, agents and authorized volunteers, or if excess, shall stand in an unbroken chain of coverage excess of Contractor’s scheduled underlying coverage. Any insurance or selfPage 15 of 412 insurance maintained by the City, its officials, employees, agents and authorized volunteers shall be excess of Contractor’s insurance and shall not be called upon to contribute with it in any way.
3.13.3.3 Workers’ Compensation and Employer’s Liability Coverage.
The insurer shall agree to waive all rights of subrogation against the City, its officials, employees, agents and authorized volunteers for losses paid under the terms of the insurance policy which arise from work performed by Contractor.
3.13.3.4 All Coverages. Each insurance policy required by this Contract shall be endorsed to state that: (1) coverage shall not be suspended, voided, reduced or canceled except after thirty (30) days prior written notice by certified mail, return receipt requested, has been given to the City; and (2) any failure to comply with reporting or other provisions of the policies, including breaches of warranties, shall not affect coverage provided to the City, its officials, employees, agents and authorized volunteers.
3.13.4 Separation of Insureds; No Special Limitations. All insurance required by this Section shall contain standard separation of insureds provisions. In addition, such insurance shall not contain any special limitations on the scope of protection afforded to the City, its officials, employees, agents and authorized volunteers.
3.13.5 Deductibles and Self-Insurance Retentions. Any deductibles or selfinsured retentions must be declared to and approved by the City. Contractor shall guarantee that, at the option of the City, either: (1) the insurer shall reduce or eliminate such deductibles or selfinsured retentions as respects the City, its officials, employees, agents and authorized volunteers; or (2) the Contractor shall procure a bond or other financial guarantee acceptable to the City guaranteeing payment of losses and related investigation costs, claims and administrative and defense expenses.
3.13.6 Acceptability of Insurers. Insurance is to be placed with insurers with a current A.M. Best’s rating no less than A:VII, licensed to do business in California, and satisfactory to the City. Exception may be made for the State Compensation Insurance Fund when not specifically rated.
3.13.7 Verification of Coverage. Contractor shall furnish City with original certificates of insurance and endorsements effecting coverage required by this Contract on forms satisfactory to the City. The certificates and endorsements for each insurance policy shall be signed by a person authorized by that insurer to bind coverage on its behalf, and shall be on forms supplied or approved by the City. All certificates and endorsements must be received and approved by the City before work commences. The City reserves the right to require complete, certified copies of all required insurance policies, at any time.
3.13.8 Subcontractors. All subcontractors shall meet the requirements of this Section before commencing Work. Contractor shall furnish separate certificates and endorsements for each subcontractor. Subcontractor policies of General Liability insurance shall name the City, its officials, employees, agents and authorized volunteers as additional insureds using form ISO 20 38 04 13 or endorsements providing the exact same coverage. All coverages for subcontractors shall be subject to all of the requirements stated herein except as otherwise agreed to by the City in writing.
3.13.9 Reporting of Claims. Contractor shall report to the City, in addition to Contractor’s insurer, any and all insurance claims submitted by Contractor in connection with the Work under this Contract.
3.14 Bond Requirements.
3.14.1 Payment Bond. If required by law or otherwise specifically requested by City in Exhibit “C” attached hereto and incorporated herein by reference, Contractor shall execute and provide to City concurrently with this Contract a Payment Bond in an amount required by the City and in a form provided or approved by the City. If such bond is required, no payment will be made to Contractor until the bond has been received and approved by the City.
3.14.2 Performance Bond. If specifically requested by City in Exhibit “C” attached hereto and incorporated herein by reference, Contractor shall execute and provide to City concurrently with this Contract a Performance Bond in an amount required by the City and in a form provided or approved by the City. If such bond is required, no payment will be made to Contractor until the bond has been received and approved by the City.
3.14.3 Bond Provisions. Should, in City’s sole opinion, any bond become insufficient or any surety be found to be unsatisfactory, Contractor shall renew or replace the effected bond within (ten) 10 days of receiving notice from City. In the event the surety or Contractor intends to reduce or cancel any required bond, at least thirty (30) days prior written notice shall be given to the City, and Contractor shall post acceptable replacement bonds at least ten (10) days prior to expiration of the original bonds. No further payments shall be deemed due or will be made under this Contract until any replacement bonds required by this Section are accepted by the City.
To the extent, if any, that the Total Contract Price is increased in accordance with the Contract, Contractor shall, upon request of the City, cause the amount of the bond to be increased accordingly and shall promptly deliver satisfactory evidence of such increase to the City. If Contractor fails to furnish any required bond, the City may terminate the Contract for cause.
3.14.4 Surety Qualifications. Only bonds executed by an admitted surety insurer, as defined in California Code of Civil Procedure Section 995.120, shall be accepted. If a Californiaadmitted surety insurer issuing bonds does not meet these requirements, the insurer will be considered qualified if it is in conformance with Section 995.660 of the California Code of Civil Procedure, and proof of such is provided to the City.
3.15 Warranty. Contractor warrants all Work under the Contract (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 Contract 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 Contract, 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 sooner as requested by the City in response to an emergency. In addition, Contractor shall, at its sole cost and expense, repair 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 Contract. 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 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 Contract, 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.
3.16 Employee/Labor Certifications.
3.16.1 Contractor’s Labor Certification. By its signature hereunder, Contractor certifies that he is aware of the provisions of Section 3700 of the California Labor Code which require every employer to be insured against liability for Worker’s Compensation or to undertake selfinsurance in accordance with the provisions of that Code, and agrees to comply with such provisions before commencing the performance of the Work. A certification form for this purpose, which is attached to this Contract as Exhibit “D” and incorporated herein by reference, shall be executed simultaneously with this Contract.
3.16.2 Equal Opportunity Employment. Contractor represents that it is an equal opportunity employer and that it shall not discriminate against any employee or applicant for employment because of race, religion, color, national origin, ancestry, sex, age or other interests protected by the State or Federal Constitutions. Such non-discrimination shall include, but not be limited to, all activities related to initial employment, upgrading, demotion, transfer, recruitment or recruitment advertising, layoff or termination.
3.16.3 Verification of Employment Eligibility. By executing this Contract, Contractor verifies that it fully complies with all requirements and restrictions of state and federal law respecting the employment of undocumented aliens, including, but not limited to, the Immigration Reform and Control Act of 1986, as may be amended from time to time, and shall require all subcontractors and sub-subcontractors to comply with the same.
3.17 General Provisions.
3.17.1 City’s Representative. The City hereby designates the General Manager, or his or her designee, to act as its representative for the performance of this Contract (“City’s Representative”). City’s Representative shall have the power to act on behalf of the City for all purposes under this Contract. Contractor shall not accept direction or orders from any person other than the City’s Representative or his or her designee.
3.17.2 Contractor’s Representative. Before starting the Work, Contractor shall submit in writing the name, qualifications and experience of its proposed representative who shall be subject to the review and approval of the City (“′Contractor’s Representative”). Following approval by the City, Contractor’s Representative shall have full authority to represent and act on behalf of Contractor for all purposes under this Contract. Contractor’s Representative shall
supervise and direct the Work, using his best skill and attention, and shall be responsible for all construction means, methods, techniques, sequences and procedures and for the satisfactory coordination of all portions of the Work under this Contract. Contractor’s Representative shall devote full time to the Project and either he or his designee, who shall be acceptable to the City, shall be present at the Work site at all times that any Work is in progress and at any time that any employee or subcontractor of Contractor is present at the Work site. Arrangements for responsible supervision, acceptable to the City, shall be made for emergency Work which may be required.
Should Contractor desire to change its Contractor’s Representative, Contractor shall provide the information specified above and obtain the City’s written approval.
3.17.3 Termination. This Contract may be terminated by City at any time, either with or without cause, by giving Contractor three (3) days advance written notice. In the event of termination by City for any reason other than the fault of Contractor, City shall pay Contractor for all Work performed up to that time as provided herein. In the event of breach of the Contract by Contractor, City may terminate the Contract immediately without notice, may reduce payment to Contractor in the amount necessary to offset City’s resulting damages, and may pursue any other available recourse against Contractor. Contractor may not terminate this Contract except for cause.
In the event this Contract is terminated in whole or in part as provided, City may procure, upon such terms and in such manner as it may determine appropriate, services similar to those terminated.
Further, if this Contract is terminated as provided, City may require Contractor to provide all finished or unfinished documents, data, diagrams, drawings, materials or other matter prepared or built by Contractor in connection with its performance of this Contract.
3.17.4 Contract Interpretation. Should any question arise regarding the meaning or import of any of the provisions of this Contract or written or oral instructions from City, the matter shall be referred to City’s Representative, whose decision
3.17.5 Anti-Trust Claims. This provision shall be operative if this Contract is applicable to California Public Contract Code Section 7103.5. In entering into this Contract to supply goods, services or materials, Contractor hereby offers and agrees to assign to the City all rights, title, and interest in and to all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C. Section 15) or under the Cartwright Act (Chapter 2, commencing with Section 16700, of Part 2 of Division 7 of the Business and Professions Code) arising from purchases of goods, services, or materials pursuant to the Contract. This assignment shall be made and become effective at the time the City tender final payment to Contractor, without further acknowledgment by the Parties.
3.17.6 Notices. All notices hereunder and communications regarding interpretation of the terms of the Contract or changes thereto shall be provided by the mailing thereof by registered or certified mail, return receipt requested, postage prepaid and addressed as follows:
CONTRACTOR:
Stockbridge General Contracting, Inc.
2972 Larkin Ave, Clovis Ca. 93612
Guy Stockbridge, CEO
CITY:
City of Merced
2525 “O” Street
Merced, California 95340
Attn: Daryl Jordan PE
City Engineer
Any notice so given shall be considered received by the other Party three (3) days after deposit in the U.S. Mail as stated above and addressed to the Party at the above address. Actual notice shall be deemed adequate notice on the date actual notice occurred, regardless of the method of service.
3.17.7 Time of Essence. Time is of the essence in the performance of this Contract.
3.17.8 Assignment Forbidden. Contractor shall not, either voluntarily or by action of law, assign or transfer this Contract or any obligation, right, title or interest assumed by Contractor herein without the prior written consent of City. If Contractor attempts an assignment or transfer of this Contract or any obligation, right, title or interest herein, City may, at its option, terminate and revoke the Contract and shall thereupon be relieved from any and all obligations to Contractor or its assignee or transferee.
3.17.9 No Third Party Beneficiaries. There are no intended third party beneficiaries of any right or obligation assumed by the Parties.
3.17.10 Governing Laws; Venue. This Agreement shall be interpreted in accordance with the laws of the State of California. If any action is brought to interpret or enforce any term of this Agreement, the action shall be brought in a state or federal court situated in the County of Merced, State of California.
3.17.11 Counterparts. This Contract may be executed in counterparts, each of which shall constitute an original.
3.17.12 Successors. The Parties do for themselves, their heirs, executors, administrators, successors, and assigns agree to the full performance of all of the provisions contained in this Contract.
3.17.13 [Reserved]
3.17.14 Solicitation. Contractor maintains and warrants that it has not employed nor retained any company or person, other than a bona fide employee working solely for Contractor, to solicit or secure this Contract. Further, Contractor warrants that it has not paid nor has it agreed to pay any company or person, other than a bona fide employee working solely for Contractor, any fee, commission, percentage, brokerage fee, gift or other consideration contingent upon or resulting from the award or making of this Contract. For breach or violation of this warranty, City shall have the right to terminate this Contract without liability.
3.17.15 Conflict of Interest. Contractor maintains and warrants that it has not employed nor retained any company or person, other than a bona fide employee working solely for Contractor, to solicit or secure this Agreement. Further, Contractor warrants that it has not paid nor has it agreed to pay any company or person, other than a bona fide employee working
solely for Contractor, any fee, commission, percentage, brokerage fee, gift or other consideration contingent upon or resulting from the award or making of this Agreement. For breach or violation of this warranty, City shall have the right to rescind this Agreement without liability. For the term of this Contract, no official, officer or employee of City, during the term of his or her service with City, shall have any direct interest in this Contract, or obtain any present or anticipated material benefit arising therefrom. In addition, Contractor agrees to file, or to cause its employees or subcontractors to file, a Statement of Economic Interest with the City’s Filing Officer as required under state law in the performance of the Work.
3.17.16 Certification of License.
3.17.16.1 Contractor certifies that as of the date of execution of this Contract, Contractor has a current contractor’s license of the classification indicated below under Contractor’s signature.
3.17.16.2 Contractors are required by law to be licensed and regulated by the Contractors’ State License Board which has jurisdiction to investigate complaints against contractors if a complaint regarding a patent act or omission is filed within four (4) years of the date of the alleged violation. A complaint regarding a latent act or omission pertaining to structural defects must be filed within ten (10) years of the date of the alleged violation. Any questions concerning a contractor may be referred to the Registrar, Contractors’ State License Board, P.O.
Box 26000, Sacramento, California 95826.
3.17.17 Authority to Enter Contract. Each Party warrants that the individuals who have signed this Contract have the legal power, right and authority to make this Contract and bind each respective Party.
3.17.18 Entire Contract; Modification. This Contract contains the entire agreement of the Parties with respect to the subject matter hereof, and supersedes all prior negotiations, understandings or agreements. This Contract may only be modified by a writing signed by both Parties.
3.17.19 Non-Waiver. None of the provisions of this Agreement shall be considered waived by either party, unless such waiver is specifically specified in writing.
3.17.20 City’s Right to Employ Other Contractors. City reserves right to employ other contractors in connection with this Project or other projects. [SIGNATURES ON NEXT PAGE]
EXHIBIT “A” - SERVICES / SCHEDULE
The work to be performed includes, but is not limited to, earth work, installing concrete pathways, installing pour-in-place rubber surfacing, installing engineered wood fiber, irrigation, underground utilities, and installing prepurchase playground equipment Such other items or details, not mentioned above, that are required by the Drawings and Technical Specifications Plans, City of Merced Standard Specifications and Typical Details, and the Special Conditions shall be performed, placed, constructed, or installed.
The project is located in the north part of Merced and situated at the northwest corner of Cardella Road and Freemark Avenue. Bids are required for the entire work described herein.
The work shall be Completed within 65 working days of Notice to Proceed.
UNIT OF ESTIMATED UNIT ITEM
NO. ITEM MEASURE QUANTITY PRICE TOTAL
1 Permits, Bonds, License & Insurance LS 1 $ 50,800.00 $ 50,800.00 2 Public Convenience and Safety LS 1 $ 1,000.00 $ 1,000.00 3 Water Pollution Control LS 1 $ 18,500.00 $ 18,500.00
4 Earthwork/grading LS 1 $ 43,400.00 $ 43,400.00
5 Surveying Services LS 1 $ 10,600.00 $ 10,600.00
6 Demolition Per Plan LS 1 $ 11,200.00 $ 11,200.00
7 Gravel Parking SF 11,800 $ 16,520.00 1.40 $
8 Concrete ADA Parking, Stripping and Signage, and Truncated Domes LS 1 $ 18,600.00 $ 18,600.00 9 Concrete - Standard Grey SF 7,200 $ 144,000.00 20.00 $ 10 Concrete Thickened Edge LF 200 $ 20.00 $ 4,000.00
11 Concrete ADA Ramp at Play Area EA 1 $ 3,900.00 $ 3,900.00 12 Decomposed Granite SF 2,100 $ 4.00 $ 8,400.00
13 Steel Edging LF 160 $ 7.50 $ 1,200.00
14 Landscape Tie Timbers EA 8 $ 375.00 $ 3,000.00
15 Concrete Seeatwall LF 30 $ 570.00 $ 17,100.00
16 Boulder - 12'" - 18" EA 19 $ 165.00 $ 3,135.00
17 Boulder - 24" EA 30 $ 260.00 $ 7,800.00
18 Boulder - 36" EA 36 $ 430.00 $ 15,480.00
19 Embedded Log EA 17 $ 1,000.00 $ 17,000.00
20 Drinking Fountain EA 1 $ 9,700.00 $ 9,700.00
21 Pour-In-Place Rubber Surfacing SF 4,780 $ 162,520.00 34.00 $ 22 Eningeered Wood Fiber Fall Material CY 170 $ 70.00 $ 11,900.00 23 General Vang Pao Memorial Plaza LS 1 $ 45,800.00 $ 45,800.00 24 Steel Monument Sign - General Vang Pao EA 1 $ 40,000.00 $ 40,000.00 25 Steel Monument Sign - Aletha June EA 1 $ 12,700.00 $ 12,700.00 26 First 5 California Sign EA 1 $ 1,500.00 $ 1,500.00
27 Bark Mulch CY 125 $ 90.00 $ 11,250.00
28 Trees EA 41 $ 460.00 $ 18,860.00
29 Shrubs EA 301 $ 28.00 $ 8,428.00
30 Hydroseed SF 20,696 $ 0.25 $ 5,174.00
31 Landscape Soil Amendment LS 1 $ 24,000.00 $ 24,000.00 32 Landscape Irrigation LS 1 $ 76,000.00 $ 76,000.00
CITY OF MERCED
PROJECT NO. CP240049 - GENERAL VANG PAO PARK
33 Portable Utility Water System LS 1 $ 9,600.00 $ 9,600.00 34 Sanitary Sewer Utility System LS 1 $ 4,700.00 $ 4,700.00 35 Storm Drain System LS 1 $ 21,800.00 $ 21,800.00
36 Electrial Sleeve For Future LF 100 $ 6.00 $ 600.00
37 Embankment Slide - Install Only EA 1 $ 4,600.00 $ 4,600.00 38 ADA Twirl a Whirl - Install Only EA 1 $ 9,000.00 $ 9,000.00 39 Two Bay Swing Set - Install Only EA 1 $ 13,400.00 $ 13,400.00 40 Large Play Structure - Install Only EA 1 $ 30,340.00 $ 30,340.00 41 Ramesses Net Climber - Install Only EA 1 $ 12,800.00 $ 12,800.00 42 Conrete Ping Pong Table - Install Only EA 1 $ 660.00 $ 660.00 43 Contrabass Chimes - Install Only EA 1 $ 2,500.00 $ 2,500.00 44 Square Steel Picnic Table - Install Only EA 6 $ 320.00 $ 1,920.00 45 Trash Receptacles - Install Only EA 3 $ 110.00 $ 330.00 46 Climbing Logs - Install Only EA 6 $ 750.00 $ 4,500.00 47 Calypso Drum EA 1 $ 4,100.00 $ 4,100.00
48 Solar Overhead Lights EA 5 $ 8,200.00 $ 41,000.00
49 Wavy Railing ES 2 $ 830.00 $ 1,660.00
Total 986,977.00 $
PROJECT NUMBERS SHEET NUMBER NO. DESCRIPTION DATE LICENSE CONSULTANT CLIENT PROJECT SHEET TITLE DATES CITY OF MERCED 1. 2. 3. 4. 5. 6. 7. 8.GENERAL VANG PAO MEMORIAL PARK - PHASE I MELTON DESIGN GROUP: 2615 CONSULTANT: CP240049 SHEET ___ OF ___ G:\MDG(2600-2699)\2615 General Vang Pao Park MP and Playground\2615 CAD\CDs\SHEETS\2615-L0.1-CX CHKLST.dwg FILE NAME: 7:12 PM - February 26, 2026 PLOT DATE: 820 BROADWAY ST. CHICO, CA 95928 (530) 899-1616 meltondg.com © MELTON DESIGN GROUP INC COPYRIGHT 2025 65% REVIEW 2025-11-17 95% REVIEW 2026-02-16 31 BID SET 2026-02-27 LANDSCAPE DOCUMENTATION PACKAGE (LDP) CHECKLIST (DESIGN) PROJECT CONSTRUCTION APPROVAL CHECKLIST MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO) SOILS MANAGEMENT REPORT NOTE CHECK BOX CHECK BOX DATE: PROJECT TYPE ( WATER SUPPLY TYPE AND NAME OF LOCAL WATER PURVEYOR: CITY OF MERCED WATER DIVISION - (209) 388-7000 CHECKLIST OF ALL DOCUMENTS IN THE LDP CONTACT INFORMATION FOR THE APPLICANT AND PROPERTY OWNER: LANDSCAPE CONSTRUCTION-PARK) TOTAL LANDSCAPE AREA (IN SQUARE FEET): 350,0129 SF APPLICANT (CONTRACTOR): PROPERTY OWNER: CITY OF MERCED 678 WEST 18TH STREET MERCED, CA 95340 PROJECT ADDRESS: 4300 FREEMARK AVENUE, MERCED CA, 95348 PROJECT COUNTY APN: 224-290-002 PROJECT APPLICANT: (CONTRACTOR) APPLICANT SIGNATURE (CONTRACTOR) WATER EFFICIENT LANDSCAPE WORKSHEET INCLUDING: 1) HYDROZONE INFORMATION TABLE 2) WATER BUDGET CALCULATIONS INCLUDING: a. MAX APPLIED WATER ALLOWANCE (MAWA) INCLUDING WATER FEATURES b. ESTIMATED TOTAL WATER USE (ETWU) SOILS MANAGEMENT REPORT: TO BE PROVIDED BY CONTRACTOR LANDSCAPE DESIGN PLAN: SHEET L3.0 IRRIGATION DESIGN PLAN: SHEET L4.0 GRADING DESIGN PLAN: C-5 CONSTRUCTION DESIGN PLAN: SHEETS L2.0A & L2.0B DESCRIPTION OWNER REP. INITIALS GC INITIALS DESCRIPTION PRE-CONSTRUCTION MEETING WITH PROJECT SCHEDULE MATERIAL SUBMITTAL PACKAGE (DIGITAL COPY INITIAL- UPON APPROVAL, PROVIDE APPROVED HARD COPIES : 2 COPIES TO CLIENT, 1 COPY TO CLIENT IF APPLICABLE) AFTER MASS GRADING THE CONTRACTOR SHALL OBTAIN A SOILS REPORT & SUBMIT TO CLIENT REPRESENTATIVE. SITE LAYOUT OF ALL HARDSCAPE, WALLS, ETC FOR REVIEW AND APPROVAL PRIOR TO POURING ANY CONCRETE. FERTILIZER/ AMENDMENT TAGS. CONTRACTOR IS TO SUBMIT TAGS OF FERTILIZER(S) AND AMENDMENTS TO OWNER'S REPRESENTATIVE FOR VERIFICATION ON QUANTITIES. CERTIFICATION OF BACKFLOW PREVENTER BY LOCAL WATER SERVICE. CONTRACTOR TO PROVIDE DOCUMENTATION TO OWNER'S REPRESENTATIVE. WATER METER POINT OF CONNECTION. CONTRACTOR TO COORDINATE WITH PROJECT OWNER, CITY UTILITY LIAISON, AND UTILITY REPRESENTATIVE FOR INSTALLATION. CONTRACTOR TO CONTACT OWNER'S REPRESENTATIVE FOR OBSERVATION TO VERIFY. ELECTRICAL POINT OF CONNECTION. CONTRACTOR TO COORDINATE WITH PROJECT OWNER, CITY UTILITY LIAISON, AND UTILITY REPRESENTATIVE FOR INSTALLATION. CONTRACTOR TO CONTACT OWNER'S REPRESENTATIVE FOR OBSERVATION TO VERIFY. IRRIGATION CONTROLLER COMMUNICATION POINT OF CONNECTION- VERIFY LOCATION. CONTRACTOR RESPONSIBLE TO CONTACT CITY PARK DEPARTMENT TO OBTAIN A TELECOMMUNICATION CONNECTION AND FOR THE CONNECTION OF THE CONTROLLER TO THE INTERNET. CONTRACTOR TO CONTACT OWNER'S REPRESENTATIVE FOR OBSERVATION. WIRELESS HARDWARE CABLE HW. TELEPHONE OTHER (SPECIFY): _________________ NONE MAINLINE PRESSURE TEST & TRENCH OBSERVATION. CONTRACTOR TO CONTACT OWNER'S REPRESENTATIVE FOR OBSERVATION PRIOR TO BACK FILL. IRRIGATION OPERATION, COVERAGE TEST, LOCATION AND ELEVATION OF ALL MAINLINE TRACKING TAPE, AND IRRIGATION AUDIT (PRIOR TO PLANTING AND INSTALLATION OF MULCH OR SURFACE MATERIAL FOR DRIP SYSTEMS. FOR SPRAY SYSTEMS: AUDIT TO OCCUR PRIOR TO PLANTING.) FINAL APPROVAL OF IRRIGATION CERTIFICATION OF IRRIGATION CONTROLLER, GROUNDING TEST, CONTROLLER OPERATION AND LAMINATED USAGE MANUAL. APPLICATION OF PRE-EMERGENT HERBICIDE. PRODUCT APPLIED: ____________________________ DATE OF APPLICATION: ______________ PLANT MATERIAL SURFACE TREATMENT (BARK, DECOMPOSED GRANITE, GRAVEL, ETC.) OBSERVATION. IF APPLICABLE, CONTRACTOR VERIFY CONNECTION TO CENTRAL CONTROL SYSTEM (TO CITY COMPUTER) AND TO ARRANGE FOR CITY I.T. ASSISTANCE. CONTRACTOR IS TO DEMONSTRATE TO CLIENT'S REPRESENTATIVE THAT CONTROLLER IS CONNECTED TO THE CITY CENTRAL CONTROL SYSTEM. INITIAL ENTRY INTO MAINTENANCE PERIOD. CONTRACTOR TO CONTACT OWNER'S REPRESENTATIVE FOR OBSERVATION. PUNCHLIST FOLLOWUP OBSERVATION FOR ENTRY INTO MAINTENANCE PERIOD. CONTRACTOR TO CONTACT OWNER'S REPRESENTATIVE FOR VERIFICATION OF PUNCHLIST ITEMS 90 DAY MAINTENANCE PERIOD START DATE:__________________________ PROJECTED FINISH DATE:___________________________ AS-BUILTS (HARD COPY AND DIGITAL) AND CONTROLLER CHART (LAMINATED). CONTRACTOR TO SUBMIT TO OWNER'S REPRESENTATIVE AND COORDINATE WITH LANDSCAPE ARCHITECT FOR AS-BUILT APPROVAL. CLOSEOUT SUBMITTALS PER SPECIFICATIONS. FINAL OBSERVATION. CONTRACTOR TO CONTACT OWNER'S REPRESENTATIVE FOR OBSERVATION. CERTIFICATIONS OF COMPLETION. CONTRACTOR IS RESPONSIBLE TO SUBMIT COMPLETED CERTIFICATES OF COMPLETION FROM PROJECT APPLICANT AND LANDSCAPE ARCHITECT TO OWNER. NOTIFICATION OF MAINTENANCE PERIOD ENDING TO OWNER. NOTE: · THIS LIST OF REQUIRED SUBMITTALS AND INSPECTIONS IS FOR REFERENCE PURPOSES ONLY. SEE BOOK FORM SPECIFICATIONS AND DETAILS FOR COMPLETE SUBMITTAL AND INSPECTION REQUIREMENTS. · PLEASE PROVIDE A MINIMUM OF 2 WORKING DAYS NOTICE FOR ALL OBSERVATIONS. · IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE ALL SUBMITTALS AND INSPECTIONS ARE COMPLETED AS SPECIFIED IN THE CONTRACT DOCUMENTS. · CONTRACTOR TO CONTACT OWNER'S REPRESENTATIVE FOR OBSERVATION. SOIL REPORT NOTE: THE PROJECT LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR OBTAINING SOILS ANALYSIS OF SITE SOIL FROM AN ANALYTICAL LABORATORY AND AMENDING THE SOIL AS PER THE RECOMMENDATIONS FOR LANDSCAPES STATED IN RATES OF COMMONLY AVAILABLE AMENDMENTS (CUBIC YARDS OR WEIGHT PER 1,000 SF). RECOMMENDATIONS PENDING LABORATORY ANALYSIS. IN ORDER TO REDUCE RUNOFF AND ENCOURAGE HEALTHY PLANT GROWTH, A SOIL MANAGEMENT REPORT SHALL BE COMPLETED BY THE PROJECT LANDSCAPE CONTRACTOR AS FOLLOWS: SUBMIT SOIL SAMPLES TO A LABORATORY FOR ANALYSIS AND RECOMMENDATIONS (SUNLAND ANALYTICS TESTING PACKAGE # LTP.4 OR EQUAL- PHONE: 916-852-8557). SOIL SAMPLING SHALL BE CONDUCTED IN ACCORDANCE WITH LABORATORY PROTOCOL, INCLUDING PROTOCOLS REGARDING ADEQUATE SAMPLING DEPTH FOR THE INTENDED PLANTS. 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 STATED IN RATES OF COMMONLY/ COMMERCIALLY AVAILABLE AMENDMENTS (CUBIC YARDS OF WEIGHT PER 1,000 SF). IN PROJECTS WITH MULTIPLE LANDSCAPE INSTALLATIONS (I.E. PRODUCTION HOME DEVELOPMENTS) A SOIL SAMPLING RATE OF 1 IN 7 LOTS OR APPROXIMATELY 15% WILL SATISFY THIS REQUIREMENT. LARGE LANDSCAPE PROJECTS SHALL SAMPLE AT A RATE EQUIVALENT TO 1 IN 7 LOTS. THE LANDSCAPE CONTRACTOR SHALL MAKE THE THE SOIL ANALYSIS REPORT 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. THE PROJECT APPLICANT, OR HIS/HER DESIGNEE, SHALL SUBMIT DOCUMENTATION VERIFYING IMPLEMENTATION OF SOIL ANALYSIS REPORT RECOMMENDATIONS TO THE LOCAL AGENCY WITH CERTIFICATE OF COMPLETION. ELECTRICAL PLAN: E5.0 DATE ROUGH GRADING INSPECTION IN ALL PLANTING AREA DEROCKING 12" DEEP, REMOVING ALL ROCKS, ROOTS, AND FOREIGN MATERIAL LARGER THAN 1" FINE GRADING INSPECTION AND 12" RIPPING SOIL AMENDMENTS AND TILL INTO TOP 6" - VERIFY AMENDMENT QUANTITIES AND SOIL AMENDMENTS WORKED INTO 6" PRIOR TO FINAL GRADING OF PLANTING AREA - HYDROSEED AREA NOT INCLUDED INSPECTION OF LAYOUTS AND FORMING OF HARDSCAPE INSPECTION OF LAYOUT AND FORMING OF ALL SLEEVES FROM ALL TRADES INSPECTION OF HARDSCAPE FINISH EXAMPLES FINAL BUILDING INSPECTION FINAL GRADE INSPECTION AND ACCEPTANCE PROJECT CHECKLIST L0.1 1. FIRE HYDRANTS AND ACCESS ROADS SHALL BE INSTALLED, TESTED AND APPROVED AND SHALL BE MAINTAINED SERVICEABLE PRIOR TO AND DURING ALL PHASES OF DEVELOPMENT. THE 4½ INCH OUTLET SHALL FACE THE ACCESS LANE. 2. PROVIDE APPROVED POLICE/FIRE BYPASS LOCK (“BEST” PADLOCK MODEL 21B700 SERIES OR ELECTRIC CYLINDER SWITCH MODEL 1W7B2) ON DRIVE ACCESS GATE(S). ALL ELECTRIFIED GATES SHALL BE EQUIPPED WITH THE BEST ELECTRIC CYLINDER LOCK 1W7B2. A KNOX PADLOCK MAY NOT BE USED IN PLACE OF THE BEST PADLOCK MODEL 21B700. 3. ACCESS SHALL BE MAINTAINED WITH A MINIMUM CLEAR DRIVE WIDTH OF AT LEAST 20 FEET. ADDITIONAL CLEAR WIDTHS MAY BE REQUIRED AND SHALL BE APPROVED BY THE FIRE MARSHAL (OR DESIGNEE). 4. AN APPROVED FIRE/POLICE PADLOCK SHALL BE INSTALLED ON GATES USED SOLELY FOR EMERGENCY VEHICLE ACCESS. FIRE/POLICE PADLOCKS MAY BE USED IN CONJUNCTION WITH OTHER APPROVED LOCKING DEVICES. PADLOCKS SHALL BE AN APPROVED CITY BYPASS LOCK. 5. ENSURE THAT ALL GATES HAVE FIRE DEPARTMENT ACCESS APPROVED LOCKING DEVICES. FIRE NOTE: CONTRACTOR AND CITY TO INSPECT ARRIVAL OF PRE-PURCHASE ELEMENTS TO CONFIRM ALL ARE ACCOUNTED FOR AND IN GOOD CONDITION. SHIPMENT MUST BE SIGNED AND DATED BY ALL PARTIES. INSPECTION OF PLANTING INSPECTION OF UNDERGROUND UTILITY TRENCHING AND INSTALLATION, APPROVAL REQUIRED PRIOR TO BURIAL 02
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FR PROJECT NUMBERS SHEET NUMBER NO. DESCRIPTION DATE LICENSE CONSULTANT CLIENT PROJECT SHEET TITLE DATES CITY OF MERCED 1. 2. 3. 4. 5. 6. 7. 8.GENERAL VANG PAO MEMORIAL PARK - PHASE I MELTON DESIGN GROUP: 2615 CONSULTANT: CP240049 SHEET ___ OF ___ G:\MDG(2600-2699)\2615 General Vang Pao Park MP and Playground\2615 CAD\CDs\SHEETS\2615-L1.0-EROS.dwg FILE NAME: 7:12 PM - February 26, 2026 PLOT DATE: 820 BROADWAY ST. CHICO, CA 95928 (530) 899-1616 meltondg.com © MELTON DESIGN GROUP INC COPYRIGHT 2025 65% REVIEW 2025-11-17 95% REVIEW 2026-02-16 31 BID SET 2026-02-27 EROSION CONTROL PLAN Know what's BELOW CALL before you dig.
R NORTH
0 20 40 SCALE: 1" = 20' L1.0 1. ALL EROSION CONTROL MEASURES SHALL CONFORM TO CITY OF MERCED STANDARDS AND THE EROSION CONTROL PLANS SHOWN ON THE CONSTRUCTION DRAWINGS. 2. EROSION CONTROL DEVICES TO BE IN PLACE BEFORE THE START OF AND THROUGHOUT CONSTRUCTION 3. CONTRACTOR SHALL PLACE STABILIZED CONSTRUCTION SITE ACCESS PER DETAIL ON THIS SHEET. 4. CONTRACTOR RESPONSIBLE FOR STORM WATER POLLUTION PLAN AND SHALL BE AVAILABLE ON SITE AT ALL TIMES. 5. CONTRACTOR SHALL ASSUME SOLE RESPONSIBILITY FOR STATE WATER RESOURCES CONTROL BOARD. 6. SWPPP TO BE IN IN PLACE BEFORE START OF CONSTRUCTION AND MAINTAINED THROUGHOUT IN ACCORDANCE TO SWPPP STANDARDS. 7. CONTRACTOR SHALL PROVIDE FIBER ROLL AT BACK OF CURB OR BANK AND IN AREAS REQUIRED BY THIS EROSION CONTROL PLAN. 7.1. INSPECTION BY CONTRACTOR SHALL BE FREQUENT. REPAIRS AND/OR REPLACEMENT SHALL BE MADE PROMPTLY; AS REQUIRED. 7.2. ACCUMULATED SILT SHALL BE REMOVED WHEN IT REACHES A DEPTH OF NINE INCHES. 8. CONTRACTOR SHALL MAINTAIN ALL FIBER ROLL AND OTHER EROSION CONTROL DEVICES THROUGHOUT CONSTRUCTION. SILT BUILDUP IN SILTING BASIN AREA SHALL BE REMOVED AS NECESSARY. REMOVE ALL BALES AND POLLUTION PREVENTION DEVICES AT THE END OF CONSTRUCTION. 9. INTERIM EROSION CONTROL MEASURES MAY BE NEEDED AND SHALL BE INSTALLED DURING CONSTRUCTION TO ASSURE ADEQUATE EROSION CONTROL FACILITIES ARE IN PLACE AT ALL TIMES. 10. AFTER THE HARDSCAPES ARE COMPLETED GRAVEL BAGS, FILTER FABRIC AND DRAIN ROCK SHALL BE PLACED AROUND EACH DROP INLET. 11. CONTRACTOR SHALL USE DUST CONTROL MEASURES IN THE FORM OF WATER APPLICATION TO ALL EXPOSED SOIL SURFACES TO PREVENT THE TRANSPORT OF SOIL FROM EXPOSED SURFACES ON CONSTRUCTION SITES IN THE FORM OF AIRBORNE PARTICULATES. WATERING OF EXPOSED SOIL SURFACES SHALL OCCUR AT LEAST TWICE DAILY, PREFERABLY IN THE LATE MORNING AND AFTER WORK IS DONE FOR THE DAY. ALL CLEARING, GRADING, EARTH MOVING OR EXCAVATION ACTIVITIES SHALL CEASE WHEN WINDS EXCEED 15 MPH AVERAGED OVER 1 HOUR. 12. ANY SOIL MATERIAL CARRIED ONTO STREET SURFACES BY CONSTRUCTION EQUIPMENT SHALL BE REMOVED ON A DAILY BASIS. (BROOM CLEAN- DO NOT USE WATER TO WASH THE STREET). 13. HAUL TRUCKS SHALL BE COVERED WITH TARPAULINS OR OTHER EFFECTIVE COVERS AT ALL TIMES. 14. PRIOR TO PLACEMENT OF LANDSCAPING, REMOVE TEMPORARY EROSION CONTROL MEASURES (FIBER ROLLS). 15. STOCKPILES NOT USED WITHIN THE LAST 14 DAYS MUST BE COVERED WITH AN EROSION CONTROL BLANKET OR PLASTIC SHEETING AND CONTAINED WITH A FIBER ROLL OR GRAVEL BAG BERM. EROSION CONTROL GENERAL NOTES 1. CONSTRUCTION ENTRY, TRACK OUT, AND CONCRETE WASHOUT AREA LOCATIONS TO BE LOCATED BY CONTRACTOR ALONG FREEMARK AVENUE. FINAL LOCATION PENDING APPROVAL BY OWNER. 2. PROPOSED STAGING AREA IN FUTURE PARKING LOT AREA (CONTRACTOR TO DECIDE IN FIELD) TO BE RE-PAVED AND FINISHED AT PROJECT COMPLETION. 3. ASSESS TEMPORARY CONSTRUCTION FENCING CONNECTIONS ON SITE. 4. CONTRACTOR RESPONSIBLE TO REPLACE IN KIND ANY DAMAGED EXISTING ELEMENTS DURING CONSTRUCTION OR MOBILIZATION OF THE PROJECT. CONSTRUCTION ACCESS NOTE: FR FIBER ROLL SYMBOL LEGEND SYMBOL DESCRIPTION DETAIL 3/L1.0 SEE SPECIFICATIONS X~ DRAIN INLET PROTECTION 2/L1.0 1/L1.0 TEMPORARY CONSTRUCTION SITE ACCESS N.T.S. NOTES: 1. STABILIZED CONSTRUCTION SITE ACCESS SHALL BE CONSTRUCTED OF 1-1/2" MAXIMUM AGGREGATE BASE MATERIAL CONFORMING TO SECTION 26 OF STATE SPECIFICATIONS. MATERIAL SHALL BE PLACED TO A MINIMUM THICKNESS OF SIX INCHES. THE METHOD OF PLACING, SPREADING AND COMPACTING AGGREGATE BASE MATERIAL SHALL CONFORM TO SECTION 26 OF THE STATE SPECIFICATIONS. 2. LENGTH OF SITE ACCESS SHALL BE A MINIMUM LENGTH OF FIFTY FEET. WIDTH SHALL BE A MINIMUM OF TWENTY FEET, OR GREATER AS NECESSARY TO COVER ALL VEHICULAR INGRESS AND EGRESS. 3. THE SITE ACCESS SHALL BE KEPT IN GOOD CONDITION BY OCCASIONAL TOP DRESSING WITH AGGREGATE BASE MATERIAL OR CLEANED AS DIRECTED BY THE PROJECT SUPERVISOR. 4. TRUCK TIRES SHALL BE WASHED DOWN AND THE SEDIMENT CONTAINED ON THE PROJECT SITE.
AA PLACE GEOTEXTILE FABRIC PLAN VIEWSECTION A-A
RIGHT OF WAY RIGHT OF WAY CONSTRUCTION SITE DIRECTION OF TRAVEL 12' MINIMUM 6" PLACE "D" BALLAST OR 1-1/2" MAX. AGGREGATE BASE MATERIAL. CONSTRUCTION SITE 50' MINIMUM OR AS APPROVED BY THE CITY ENGINEER EXISTING GROUND STABILIZED ACCESS 1L1.0 FIBER ROLL LAYOUT W/ STAKES AT SITE PERIMETER 1/2" = 1'-0" 1'-0" 3" FIBER WATTLE SLOPE SLOPE 1" X 2" X 24" WOOD STAKE AT 4' O.C. MAX. FIBER WATTLE ROADWAY CURB & GUTTEREXISTING SIDEWALK R/W OR ⅊ TYPICAL LAYOUT 1" X 2" X 24" WOOD STAKE AT 4' O.C. MAX. CONTINUOUS FIBER WATTLE 3L1.0 1. SWPPP QUALIFIED CONTRACTOR (LRP - LEGALLY RESPONSIBLE PERSON) IS TO PROVIDE NOI FORM TO THE STATE WATER RESOURCES CONTROL BOARD FOR A CONSTRUCTION GENERAL PERMIT, PERMIT # AND SWPPP PLAN. (CONTACT LA FOR ANY SUPPORTING SITE PLANS OR TAKE OFFS) 2. CONTRACTOR TO PAY ALL FEES. 3. CONTRACTOR IS TO HAVE A COMPLETE NOI AVAILABLE ON SITE AND AVAILABLE FOR RWQCB AND CITY INSPECTORS THOUGH OUT PROJECT. 4. LRP TO ELECTRONICALLY SUBMIT (PRD'S) PERMIT REGISTRATION DOCUMENTS PRIOR TO CONSTRUCTION ACTIVITIES WITH (SMARTS) AT SWRCB (926) 341-537 SWPPP NOTE: PROPOSED CONSTRUCTION FENCING. CONTRACTOR TO LOCATE IN FIELD WITH OWNER'S APPROVAL. DO NOT OBSTRUCT ACCESS TO HYDRANTS, FDC, AND THE PIV. PROPOSED STAGING AREA BURY PLASTIC LINING 1'-0" IN SOIL ABUT SANDBAGS TO ONE ANOTHER IN SINGLE ROW CONCRETE WASHOUT NTS 9'-0" MIN. SANDBAG 10 MIL PLASTIC LINING3'-0" 1'-0" LATH AND FLAGGING ON 3 SIDES VARIES SANDBAG 10 MIL PLASTIC LINING BERM A
A SECTION A-A NTS PLAN NTS TYPE "BELOW GRADE" NOTES: 1. ACTUAL LAYOUT DETERMINED IN THE FIELD 2. THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 3 ft OF THE TEMPORARY CONCRETE WASHOUT FACILITY 4L1.0 TEMPORARY CONSTRUCTION ENTRANCE PROVIDE BASE ROCK OVER ALL CURB & SIDEWALK TO PROTECT CONCRETE AND ASPHALT 4/L1.0 CONCRETE WASHOUT DRAIN INLET PROTECTION TEMPORARY CONSTRUCTION ENTRANCE CONCRETE WASHOUT CONTRACTOR TO ADJUST FIBER ROLL AS NEEDED DURING CONSTRUCTION PROVIDE DRAIN INLET PROTECTION AT SOUTH ENTRANCE DI LOCATION 1 2
3 DRAIN INLET WITH GRATE CURB INLET WITHOUT GRATE
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5 6 STORM DRAIN INLET WITH GRATE 1 "SILT SAVER" STORM DRAIN, UNDER-GRATE INLET PROTECTION BASKET, OR EQUAL. SEE CUT SHEET. 2 FRONT OF CURB3 MANHOLE4 "DANDY CURB" GRATELESS CURB INLET PROTECTION - SEE CUTSHEET; FOLLOW ALL MANUFACTURER SPECIFICATIONS5 CURB INLET WITH NO GRATE6 DRAIN INLET PROTECTION - WITH GRATE AND NO GRATE N.T.S. L1.0 2 @30x42
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LIMIT OF WORK - PH I EXISTING DIRT DRAINAGE AND BASIN X-101 X-101 X-101 X-102 X-103 X-102 X-104 X-105 X-106 X-107 X-112 X-111 X-108 X-110 X-113 X-113 X-113 X-113 X-114 X-115 X-115 X-116 X-116 X-109 X-103 X-117 X-113 X-113 X-118 X-116 D-101 CODE DESCRIPTION DEMOLITION DEMO (E) CONCRETE SIDEWALK AND REMOVE OFF SITE - SAWCUT AT SCORE LINES WHERE SIDEWALK BEGINS HEAVING. PROTECT ADJACENT SIDEWALK. DEMO (E) SIGN AND DISPOSE OF OFF-SITE EXISTING CONDITIONS RETAIN AND PROTECT (E) CONCRETE SIDEWALK RETAIN AND PROTECT EXISTING WALL AND PLANTING AT NORTH SIDE OF SITE. RETAIN AND PROTECT (E) ASPHALT PATH RETAIN AND PROTECT HEADWALL, RAILING, AND ALL SITE AND UNDERGROUND UTILITIES AT NORTHWEST OF PROJECT SCOPE. ENSURE THAT ALL DRAINAGE AND RUNOFF IS PROTECTED AND SWPPP IS IN PLACE FOR GROUNDWATER PROTECTION. RETAIN AND PROTECT (E) PEDESTRIAN RAMP RETAIN AND PROTECT (E) DRIVEWAY APRON RETAIN AND PROTECT (E) WATER LINE RETAIN AND PROTECT (E) SEWER LINE RETAIN AND PROTECT (E) 72" STORM DRAIN LINE RETAIN AND PROTECT (E) DRAIN INLET RETAIN AND PROTECT (E) WATER VALVE RETAIN AND PROTECT (E) FIRE HYDRANT RETAIN AND PROTECT (E) TREE RETAIN AND PROTECT (E) LIGHTPOST RETAIN AND PROTECT (E) ELECTRICAL UTILITY BOX RETAIN AND PROTECT (E) CONCRETE CURB AND GUTTER RETAIN AND PROTECT (E) UTILITY BOX REMOVE EXISTING FUTURE PARK SIGN AND RETURN TO CITY D-101 D-102 X-101 X-102 X-103 X-104 X-105 X-106 X-107 X-108 X-109 X-110 X-111 X-112 X-113 X-114 X-115 X-116 X-117 X-118 REFERENCE NOTES SCHEDULE
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LIMIT OF WORK - PH I D-102 PROJECT NUMBERS SHEET NUMBER NO. DESCRIPTION DATE LICENSE CONSULTANT CLIENT PROJECT SHEET TITLE DATES CITY OF MERCED 1. 2. 3. 4. 5. 6. 7. 8.GENERAL VANG PAO MEMORIAL PARK - PHASE I MELTON DESIGN GROUP: 2615 CONSULTANT: CP240049 SHEET ___ OF ___ G:\MDG(2600-2699)\2615 General Vang Pao Park MP and Playground\2615 CAD\CDs\SHEETS\2615-L1.1-DEMO.dwg FILE NAME: 7:12 PM - February 26, 2026 PLOT DATE: 820 BROADWAY ST. CHICO, CA 95928 (530) 899-1616 meltondg.com © MELTON DESIGN GROUP INC COPYRIGHT 2025 65% REVIEW 2025-11-17 95% REVIEW 2026-02-16 31 BID SET 2026-02-27 Know what's BELOW CALL before you dig.
R EXISTING CONDITIONS AND DEMOLITION PLAN CONSTRUCTION NOTES EXISTING CONDITIONS NOTES 1. CONTRACTOR SHALL BE RESPONSIBLE TO PROTECT AND RETAIN EXISTING HARDSCAPE, ASPHALT PATHS, LANDSCAPING, IRRIGATION, ETC. THAT ARE NOT DESIGNATED FOR DEMOLITION OR MODIFICATION. 2. CONTRACTOR SHALL COVER EXISTING ASPHALT PATHS, ROADWAYS, CURBS, MOW CURBS AND OTHER ELEMENTS TO PROTECT FROM DAMAGE DURING CONSTRUCTION. 3. CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR AND/OR REPLACE ALL DAMAGED SURFACES, AMENITIES, HARDSCAPES, LANDSCAPE, IRRIGATION, ETC. DUE TO HIS/HER ACTIVITY OR NEGLECT AND AS APPROVED BY THE DISTRICT. 4. WHERE EXISTING TREE ROOT ZONE WATERING SYSTEMS ARE CALLED OUT FOR REMOVAL AND RELOCATION, AFTER REMOVAL CONTRACTOR SHALL CUT AND CAP TEES/RISERS MIN. 10" BELOW FINISH GRADE. RETAIN AND PROTECT LATERAL PIPES AS NEEDED TO MAINTAIN EXISTING IRRIGATION TO REMAINING TREES ON PARKWAY STRIP. 1. CONFIRM ALL LOCATIONS OF EXISTING UTILITIES WITHIN PROJECT SITE PRIOR TO DEMOLITION AND EXCAVATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING AND RETAINING EXISTING UTILITIES, AS WELL AS THE REPAIR AND/OR REPLACEMENT OF ANY UTILITIES, HARDSCAPE, PLANTING, FENCING, ETC. WHICH IS DAMAGED DUE TO CONTRACTORS WORK OR NEGLECT. 2. THE LANDSCAPE ARCHITECT CANNOT BE RESPONSIBLE FOR THE COMPLETENESS OR ACCURACY OF EXISTING INFORMATION. PROVISION OF UTILITY LOCATION DOES NOT IN ANY WAY RELIEVE THE CONTRACTOR RESPONSIBILITY TO CONDUCT FIELD DISCOVERY TO VERIFY EXISTING CONDITIONS. 3. INSTALL ALL ELEMENTS PER MANUFACTURER'S SPECIFICATIONS. 4. THE CONTRACTOR IS RESPONSIBLE TO COORDINATE HIS WORK WITH THE WORK OF OTHERS. 5. CONSTRUCTION SHALL CONFORM TO ALL UNIFORM BUILDING CODES AND SPECIFICATIONS. 6. CONTRACTOR SHALL OBSERVE ALL SAFETY REGULATIONS PERTAINING TO THIS PROJECT. 7. ANY CHANGES SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. 8. SEE CONSTRUCTION PLAN SHEET L2.0A FOR COMPLETE REFERENCE NOTE SCHEDULE NORTH
0 20 40 SCALE: 1" = 20' L1.1 TREE PROTECTION DURING CONSTRUCTION NTS
PARKWAY
STRIP
SIDEWALK STREET SITE NOTE: TREE TO BE WRAPPED AS SHOWN ABOVE ONLY WHEN SPACE DOES NOT ALLOW FOR FENCE TO BE PLACED AT CANOPY DRIP LINE 1 23
4 5
6 AT STREET TREE IN UNRESTRICTED SPACE 4' ORANGE POLYETHYLENE FENCING AS MANUFACTURED BY GEOTENAX CORP. (800-356-8495) OR EQUAL WITH METAL ' T ' STAKES INSTALLED AT TREE CANOPY DRIP LINE, FOR ALL TREES EXCEPT THOSE IN RESTRICTED SPACE WHERE CONSTRUCTION EQUIPMENT CANNOT OPERATE PROPERLY OUTSIDE OF ROOT ZONES. METAL ' T ' STAKES TO EXTEND 4' MIN. HEIGHT ABOVE FINISH GRADE. 1 WHERE EXISTING PATH OCCURS THROUGH TREE PROTECTION ZONE, ADJUST FENCING AS NEEDED SO AS NOT TO BLOCK PATH2 PEDESTRIAN PATH THROUGH CONCRETE SIDEWALK3 TREE PROTECTION ZONE AT CROWN DRIPLINE WHERE POSSIBLE 4 ORANGE VINYL FENCING OR BURLAP WRAPPED AROUND TRUNK 4 TIMES, SURROUNDED WITH 2" THICK VERTICAL WOODEN SLATS. TIE SLATS TOGETHER SECURELY AT TOP, BOTTOM AND CENTER WITH HEAVY DUTY CORD, WIRE, OR CABLE CHOKERS. 5 ANY TRENCHING IF REQUIRED BY HAND OR APPROVAL FROM CITY, TYPICAL6
DRIP LINE
DRIP LINE NOTE: REFER TO SPECIFICATIONS FOR ADDITIONAL TREE PROTECTION REQUIREMENTS 1L1.1 1. A TEMPORARY CONSTRUCTION FENCE SHALL BE INSTALLED AROUND ALL CANOPY DRIP LINES OF ALL EXISTING TREES WITHIN CONSTRUCTION ZONE. REFER TO TREE PROTECTION DETAIL ON THIS SHEET FOR INSTALLATION AND BOUNDARIES, AND CONFIRM WITH LANDSCAPE ARCHITECT ON BOUNDARY. THE FENCE SHALL BE SUBSTANTIAL ENOUGH TO RESTRICT ACTIVITY TO OUTSIDE THE AREA AND SHALL BE INSTALLED PRIOR TO ANY GRADING OR OTHER CONSTRUCTION ACTIVITY. DURING CONSTRUCTION, MAINTENANCE SHALL BE PERFORMED SO THAT THE FENCE REMAINS IN GOOD REPAIR. REMOVAL OF THE FENCE SHALL ONLY OCCUR TO ALLOW REQUIRED CONSTRUCTION WITHIN THE AREA OR TO COMPLETE SITE LANDSCAPING. THE LANDSCAPE ARCHITECT SHALL BE CONTACTED, PRIOR TO COMMENCEMENT OF CONSTRUCTION, TO INSPECT FENCING AND TO APPROVE ANY CONSTRUCTION WITHIN THE DRIPLINE. 2. PRIOR TO THE BEGINNING OF CONSTRUCTION, EXISTING TREES SHALL BE PRUNED TO REMOVE LIMBS WHICH MAY BE DEAD OR MAY BECOME DAMAGED DURING CONSTRUCTION. PRUNING SHALL BE PERFORMED CONSISTENT WITH ANSI A300 PRUNING STANDARDS, PRUNE TO THIN 1 IN. 3. THE NATURAL GRADE WITHIN THE DRIPLINE OF EXISTING TREES SHALL REMAIN UNDISTURBED DURING AND AFTER CONSTRUCTION. THE UNDISTURBED AREA SHALL BE AT DRIPLINE, EXCEPT WHERE IMPROVEMENTS ARE SHOWN WITHIN 20 FEET FROM THE TREE TRUNK. THE DRIPLINE OF A TREE IS A PROJECTED RADIUS ON THE GROUND FORMED BY THE OUTERMOST EDGE OF THE TREE CANOPY. SEE DETAIL THIS SHEET. 4. THE CONTRACTOR SHALL BE RESPONSIBLE TO MINIMIZE COMPACTION OF THE SOIL WITHIN THE TREE ROOT ZONES OF ALL TREES TO REMAIN. 5. WHEN EXISTING TREE ROOTS ARE ENCOUNTERED DURING THE COURSE OF TRENCHING, THE CONTRACTOR SHALL PREVENT THE TREE ROOTS FROM DESICCATION (DRYING OUT), BY APPLICATION OF A SEALING AGENT AND BY MINIMIZING THE AMOUNT OF TIME THAT TREE ROOTS ARE EXPOSED. TREE ROOTS SHALL ONLY BE EXPOSED WHEN TEMPERATURES ARE ANTICIPATED TO BE ABOVE FORTY DEGREES FAHRENHEIT AND BELOW 90 DEGREES FAHRENHEIT AND SHALL NOT REMAIN EXPOSED LONGER THAN 12 HOURS. IN THE EVENT THAT TRENCHES WITHIN TREE ROOT ZONES CANNOT BE BACKFILLED WITHIN 12 HOURS, THE CONTRACTOR SHALL COVER EXPOSED ROOTS WITH BURLAP AND MAINTAIN MOISTURE BY APPLICATION OF WATER TO MOISTEN BURLAP UNTIL TRENCHES CAN BE BACKFILLED. 6. UNDERGROUND FACILITIES AND TRENCHES, (e.g., UTILITY SERVICES, SANITARY SEWER, OR STORM DRAINAGE LINES) SHALL BE CONSOLIDATED, TO THE EXTENT FEASIBLE, AND LOCATED TO MINIMIZE IMPACTS UPON TREE ROOT SYSTEMS. ANY TRENCHING OR UNDERGROUND WORK SHALL BE LOCATED OUTSIDE OF THE TREE DRIPLINE. ANY TRENCHING REQUIRED WITHIN THE TREE DRIPLINE SHALL BE AS FAR FROM THE TREE TRUNK AS POSSIBLE AND SHALL BE EXCAVATED BY HAND TO MINIMIZE IMPACT ON ROOTS. ALL TRENCHING WITHIN THE DRIPLINE SHALL BE SUPERVISED BY A CERTIFIED ARBORIST. 7. ROOTS 3/4 INCHES - 1-1/2 INCHES DIA. ENCOUNTERED DURING TRENCHING SHALL BE CLEANLY CUT AND TREATED WITH A SEALING AGENT TO REDUCE LOSS OF MOISTURE TO THE TREE. ROOTS GREATER THAN 1-1/2 INCHES SHALL BE PRESERVED AND PROTECTED AT THE DIRECTION OF A CERTIFIED ARBORIST. 8. CONSTRUCTION VEHICLES, EQUIPMENT, OR MATERIALS SHALL NOT BE PARKED OR STORED WITHIN THE FENCED AREA. NO STAGING OR STORAGE AREA FOR CONSTRUCTION SHALL BE LOCATED CLOSER THAN 50 FEET TO THE DRIPLINE OF ANY TREE TO BE PROTECTED. 9. ALL CONSTRUCTION WASTES, INCLUDING BUT NOT LIMITED TO BUILDING MATERIAL DEBRIS, ROOFING MATERIALS, CLEANING OF CEMENT TRUCKS, CHEMICALS/ADHESIVES/SOLVENTS, ETC., SHALL BE STORED OR DISPOSED OF NO CLOSER THAN 50 FEET FROM ANY TREE DRIPLINE. TREE PROTECTION MEASURES DEMOLITION AT SOUTH ENTRANCE 04 @30x42
PHASE II L2.1
LIMIT OF WORK L2.2
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CARDELLA ROAD PROJECT NUMBERS SHEET NUMBER NO. DESCRIPTION DATE LICENSE CONSULTANT CLIENT PROJECT SHEET TITLE DATES CITY OF MERCED 1. 2. 3. 4. 5. 6. 7. 8.GENERAL VANG PAO MEMORIAL PARK - PHASE I MELTON DESIGN GROUP: 2615 CONSULTANT: CP240049 SHEET ___ OF ___ G:\MDG(2600-2699)\2615 General Vang Pao Park MP and Playground\2615 CAD\CDs\SHEETS\2615-L2.0-CONS.dwg FILE NAME: 7:12 PM - February 26, 2026 PLOT DATE: 820 BROADWAY ST. CHICO, CA 95928 (530) 899-1616 meltondg.com © MELTON DESIGN GROUP INC COPYRIGHT 2025 65% REVIEW 2025-11-17 95% REVIEW 2026-02-16 31 BID SET 2026-02-27 Know what's BELOW CALL before you dig.
R 12 CONSTRUCTION PLAN - OVERALL 1. CONFIRM ALL LOCATIONS OF EXISTING UTILITIES WITHIN PROJECT SITE PRIOR TO DEMOLITION AND EXCAVATION. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROTECT AND RETAIN EXISTING UTILITIES, AND FOR THE REPAIR AND/OR REPLACEMENT OF UTILITIES DAMAGED DUE TO CONTRACTORS WORK OR NEGLECT. 2. THE LANDSCAPE ARCHITECT CANNOT BE RESPONSIBLE FOR THE COMPLETENESS OR ACCURACY OF EXISTING INFORMATION. PROVISION OF UTILITY LOCATION DOES NOT IN ANY WAY RELIEVE THE CONTRACTOR RESPONSIBILITY TO CONDUCT FIELD DISCOVERY TO VERIFY EXISTING CONDITIONS. 3. THE CONTRACTOR IS RESPONSIBLE TO COORDINATE HIS WORK WITH THE WORK OF OTHERS. 4. CONSTRUCTION SHALL CONFORM TO ALL UNIFORM BUILDING CODES AND SPECIFICATIONS. 5. CONTRACTOR SHALL OBSERVE ALL SAFETY REGULATIONS PERTAINING TO THIS PROJECT. 6. ANY CHANGES SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. 1.CONSTRUCTION NOTES CONTACT PLAY EQUIPMENT MANUFACTURER FOR COLORS NOT NOTED ON PLANS, DETAILS, OR SCHEDULES. 2. INSTALL PER MANUFACTURER'S RECOMMENDATION . PLAY EQUIPMENT NOTES EXISTING CONDITIONS NOTE 1. CONTRACTOR SHALL BE RESPONSIBLE TO PROTECT AND RETAIN EXISTING HARDSCAPE, ASPHALT PATHS, LANDSCAPING, IRRIGATION, ETC. THAT ARE NOT DESIGNATED FOR DEMOLITION OR MODIFICATION. 2. CONTRACTOR SHALL COVER EXISTING ASPHALT PATHS, ROADWAYS, CURBS, MOW CURBS AND OTHER ELEMENTS TO PROTECT FROM DAMAGE DURING CONSTRUCTION. 3. CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR AND/OR REPLACE ALL DAMAGED SURFACES, PARKING LOT, AMENITIES, HARDSCAPES, CURB, RESTROOM, LANDSCAPE, IRRIGATION, ETC. DUE TO HIS/HER ACTIVITY OR NEGLECT AND AS APPROVED BY THE DISTRICT. 4. PRIOR TO FINAL APPROVAL, CONTRACTOR SHALL HAVE ALL CONCRETE CLEAN AND STAIN FREE. L2.0 NORTH
0 30 60 SCALE: 1" = 30' @30x42
MATCHLINE - SEE SHEET L2.0A L2.1
2 L2.1
4 L2.3 FALL ZONE FALL ZONE FALL ZONE FALL ZONE
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EXISTING SIDEWALK OC-101 OC-102 OC-103 P-101 PL-101 PS-101 PL-101 P-301 P-301 P-301 PS-101 PS-101 PL-101 AL-112 PS-102 OC-106 OC-104 OC-105 P-101 PL-101 OC-107 OC-108 OC-108 OC-109 OC-109 P-301 P-301 OC-110 01-01 S-104 S-104 S-106 S-106 S-106 S-106 OC-111 OC-111 PK-102 AL-104 AL-105 OC-110 AL-105 AL-104 AL-113 AL-106 AL-107 P-303 S-107 S-110 PS-105 PS-105 PS-105 P-102 S-112 S-106 OC-108 S-106 P-101 P-101 P-101 P-101 S-104 S-104 S-106 PS-105 S-106 S-106 S-106 S-106 S-104 S-106 S-106 P-101 S-106 S-104 S-106 S-104 AL-110 AL-110 AL-109 AL-109 AL-109 OC-110 C-101 C-101 C-101 PS-106 AL-111 P-101 AL-102 P-310 P-310 AL-114 P-310 P-310 P-310 X-121 P-301 PS-102 S-105
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MATCHLINE - SEE SHEET L2.0B CODE DESCRIPTION DETAIL 01 GENERAL FUTURE RESTROOM ALTERNATES STEEL SHADE STRUCTURE, ICON - 24'X24' 1/L2.8 REFLEXOLOGY PATH (90'L X 5'W TOTAL), SMALL STONES 2/L2.7 REFLEXOLOGY PATH (90'L X 5'W TOTAL), LARGE STONES 2/L2.7 CALYPSO DRUM, FREENOTES HARMONY PARK (SURFACE MOUNTED). MODEL #: CPSO-S-SM. 3/L2.6 BOSSA NOVA DRUMS, FREENOTES HARMONY PARK (SURFACE MOUNTED). MODEL #: DRUM-SET-MOSS-SM. 2/L2.6 STEEL PICKET FENCE - 4' TALL 8/L2.4 STEEL PICKET GATE - 4' TALL X 5' WIDE 8/L2.4 WAVY RAIL ON SLOPE (CUSTOM) 13/L2.6 LIVE EDGE CUSTOM WOOD PICNIC TABLE, 12'. LOCALLY BUILT, AVAILABLE FROM OLD LAKE MILL & LUMBER 3/L2.7 LIVE EDGE CUSTOM WOOD BENCH, 7', LOCALLY BUILT, AVAILABLE FROM OLD LAKE MILL & LUMBER 4/L2.7 ARTISAN FLAGSTONE PAVERS, BASALITE, POSITANO 9/L2.4 CURB STEEL EDGING AT DECOMPOSED GRANITE 1/L2.3 PURCHASED BY OWNER - INSTALLED BY CONTRACTOR EMBANKMENT SLIDE, 8' TRIPLE WIDE, UPC. PREPURCHASED BY CITY, INSTALLED BY CONTRACTOR 1/L2.5 ACCESSIBLE TWIRL A WHIRL SPINNER, WISDOM PLAYGROUNDS. PREPURCHASED BY CITY, INSTALLED BY CONTRACTOR 6/L2.5 CUSTOM SINGLE-POST SWINGS, 2-BAYS WITH SHADE W/ (2) BELT SEATS & (1) SAUCER SEAT, WISDOM PLAYGROUNDS, #SPS-0801-1D-SF-123-1. PREPURCHASED BY CITY, INSTALLED BY CONTRACTOR 3/L2.5 HMONG CUSTOM PLAYGROUND STRUCTURE, WISDOM PLAYGROUNDS, #WP3525-651BC33-77122123-C-1. PREPURCHASED BY CITY, INSTALLED BY CONTRACTOR 8/L2.5 THE RAMESSES NET CLIMBER, WISDOM PLAYGROUNDS, #74-21033. PREPURCHASED BY CITY, INSTALLED BY CONTRACTOR 2/L2.5 CONCRETE PING PONG TABLE, UPC #UP14000. PREPURCHASED BY CITY, INSTALLED BY CONTRACTOR 9/L2.5 CONTRABASS CHIMES, FREENOTES HARMONY PARK (SURFACE MOUNTED). MODEL #: CCH-SM. PREPURCHASED BY CITY, INSTALLED BY CONTRACTOR 1/L2.6 PICNIC TABLE, 46" KENSINGTON SQUARE (SURFACE MOUNT) ULTRA BLUE, #40SM-S. PREPURCHASED BY CITY, INSTALLED BY CONTRACTOR 5/L2.6 PICNIC TABLE, 46" KENSINGTON SQUARE, ACCESSIBLE 3-SEAT (SURFACE MOUNT) ULTRA BLUE, #40SMH3-S. PREPURCHASED BY CITY, INSTALLED BY CONTRACTOR 4/L2.6 TRASH AND RECYCLE RECEPTACLES, 36 GALLON, LEXINGTON BY ULTRASITE, ULTRA BLUE #LX-72RB. PREPURCHASED BY CITY, INSTALLED BY CONTRACTOR 6/L2.6 CLIMBING LOGS: (4) 16'X20" AND (2) 16'X48", OLD LAKE MILL & LUMBER. DESIGN TO BE CONFIRMED IN-FIELD. BY LANDSCAPE ARCHITECT. PURCHASED BY OWNER, INSTALLED BY CONTRACTOR. 1/L2.4 PAVING/SURFACING DECOMPOSED GRANITE SURFACING, 3" DEEP AFTER COMPACTION 1/L2.3 LANDSCAPE TIE TIMBERS, INFORMAL PATH AND STAIRS 2/L2.4 CONCRETE PAVING STANDARD GREY CONCRETE 4" DEEP, MEDIUM BROOM FINISH. SCORELINES AND EXPANSION JOINTS PLACED PER DETAIL AND SPECIFICATIONS 6/L2.3 PLAY AREA ACCESS RAMP - CONCRETE 9/L2.6 THICKENED EDGE OF CONCRETE AT ENGINEERED WOOD FIBER AREAS SHOWN PER PLAN 8/L2.6 PARKING SCHEDULE ADA PARKING SIGNAGE AND STRIPING 3/L2.3 GRAVEL PARKING LOT 6" DEPTH - 3/4" CRUSHED ANGULAR ROCK. COMPACT TO 95% 6/L2.4 CONCRETE ACCESSIBLE PARKING STALLS AND ACCESSIBLE AISLE, 6" THICK WITH 6" CLASS 2 AGGREGATE BASE AND REBAR PER DETAIL. SIGNAGE AND STRIPING PER PLAN 4/L2.3 TRUNCATED DOME PAD, 8 FT X 3 FT, BOLT-ON OVER STANDARD 4" CONCRETE 4/L2.3 PLANTING BARK MULCH LANDSCAPE AREA, 3" DEEP, NON-COMPACT PER SPECIFICATIONS PLAY/ATHLETIC PROTECTIVE SURFACING POUR-IN-PLACE RUBBER SURFACING FALL MATERIAL - FLEXGROUND. FALL HEIGHT PER MANUFACTURER SPECIFICATION. SEE LEGEND FOR COLOR MIX. 11/L2.6 ENGINEERED WOOD FIBER (EWF) FALL MATERIAL, 12" DEEP. 7/L2.6 ENGINEERED WOOD FIBER FALL MATERIAL, 3" THICK, IN PLANTER AREA 7/L2.6 PLAY AREA ACCESS RAMP - POUR-IN-PLACE RUBBER 10/L2.6 SITE FURNISHINGS EMBEDDED LOG, SIZE VARIES, PINNED WITH 1" X 4'-0" GALVANIZED PIPES 3/L2.4 EMBEDDED LOG, SIZE VARIES, PINNED WITH 1" X 6'-0" GALVANIZED PIPES (ON WEST SIDE OF PARKING LOT) 3/L2.4 EMBEDDED BOULDER, SIZE VARIES. SEE SCHEDULE FOR SIZING 4/L2.4 FIRST 5 CALIFORNIA SIGN 5/L2.3 PEDESTAL MOUNTED BOTTLE FILLER AND BI-LEVEL DRINKING FOUNTAIN WITH PET FOUNTAIN (MOST DEPENDABLE FOUNTAINS, MODEL #10145) COLOR: BLACK 7/L2.4 STEEL MONUMENT SIGN - ALETHA JUNE PLAYGROUND MEMORIAL 2/L2.2 EXISTING CONDITIONS RETAIN AND PROTECT (E) SIDEWALK 01-01 AL-102 AL-104 AL-105 AL-106 AL-107 AL-109 AL-110 AL-111 AL-112 AL-113 AL-114 C-101 OC-101 OC-102 OC-103 OC-104 OC-105 OC-106 OC-107 OC-108 OC-109 OC-110 OC-111 P-101 P-102 P-301 P-303 P-310 PK-101 PK-102 PK-103 PK-104 PL-101 PS-101 PS-102 PS-105 PS-106 S-104 S-105 S-106 S-107 S-110 S-112 X-121 REFERENCE NOTES SCHEDULE AREA A , 5/L2.4 PROJECT NUMBERS SHEET NUMBER NO. DESCRIPTION DATE LICENSE CONSULTANT CLIENT PROJECT SHEET TITLE DATES CITY OF MERCED 1. 2. 3. 4. 5. 6. 7. 8.GENERAL VANG PAO MEMORIAL PARK - PHASE I MELTON DESIGN GROUP: 2615 CONSULTANT: CP240049 SHEET ___ OF ___ G:\MDG(2600-2699)\2615 General Vang Pao Park MP and Playground\2615 CAD\CDs\SHEETS\2615-L2.0-CONS.dwg FILE NAME: 7:12 PM - February 26, 2026 PLOT DATE: 820 BROADWAY ST. CHICO, CA 95928 (530) 899-1616 meltondg.com © MELTON DESIGN GROUP INC COPYRIGHT 2025 65% REVIEW 2025-11-17 95% REVIEW 2026-02-16 31 BID SET 2026-02-27 Know what's BELOW CALL before you dig.
R 13 CONSTRUCTION PLAN - AREA A L2.0A
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0 10 20 SCALE: 1" = 10' NOTE: 1. BOULDER SELECTION AND PLACEMENT TO BE VERIFIED BY LANDSCAPE ARCHITECT. A. B. C. BOULDER SIZE SCHEDULE QTY. 12" - 18" W 24" W 36" W 19 EA. 30 EA. 36 EA. POUR-IN-PLACE LEGEND - FLEXGROUND 25% STANDARD BLUE 60% LIGHT BLUE 15% BLACK (ALIPHATIC URETHANE) 40% BEIGE 40% BROWN 20% BLACK (ALIPHATIC URETHANE) @30x42
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FALL ZONE
EXISTING SIDEWALK 01-01 P-301 OC-106 S-106 S-106 S-104 PK-102 S-106 S-104 S-104 X-113 X-118 PK-103 PK-104 PK-101 X-121 X-121 PK-105 PK-105 X-121 S-105 S-105 S-105 PK-103 PK-104 PK-101 LIMIT OF WORK - PH I
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MATCHLINE - SEE SHEET L2.0B CODE DESCRIPTION DETAIL PARKING SCHEDULE ADA PARKING SIGNAGE AND STRIPING 3/L2.3 GRAVEL PARKING LOT 6" DEPTH - 3/4" CRUSHED ANGULAR ROCK. COMPACT TO 95% 6/L2.4 CONCRETE ACCESSIBLE PARKING STALLS AND ACCESSIBLE AISLE, 6" THICK WITH 6" CLASS 2 AGGREGATE BASE AND REBAR PER DETAIL. SIGNAGE AND STRIPING PER PLAN 4/L2.3 TRUNCATED DOME PAD, 8 FT X 3 FT, BOLT-ON OVER STANDARD 4" CONCRETE 4/L2.3 3 FT X WIDTH OF (E) PATH TRUNCATED DOME PAD, GLUE-ON. CUT EDGES TO FIT TO SIDEWALK EDGE SHAPE AS NEEDED SITE FURNISHINGS EMBEDDED LOG, SIZE VARIES, PINNED WITH 1" X 6'-0" GALVANIZED PIPES (ON WEST SIDE OF PARKING LOT) 3/L2.4 EXISTING CONDITIONS RETAIN AND PROTECT (E) ASPHALT PATH RETAIN AND PROTECT (E) DRIVEWAY APRON RETAIN AND PROTECT (E) WATER LINE RETAIN AND PROTECT (E) SEWER LINE RETAIN AND PROTECT (E) 72" STORM DRAIN LINE RETAIN AND PROTECT (E) DRAIN INLET RETAIN AND PROTECT (E) WATER VALVE RETAIN AND PROTECT (E) FIRE HYDRANT RETAIN AND PROTECT (E) TREE REMOVE EXISTING FUTURE PARK SIGN AND RETURN TO CITY RETAIN AND PROTECT (E) SIDEWALK PK-101 PK-102 PK-103 PK-104 PK-105 S-105 X-103 X-106 X-107 X-108 X-109 X-110 X-111 X-112 X-113 X-118 X-121 REFERENCE NOTES SCHEDULE AREA B PROJECT NUMBERS SHEET NUMBER NO. DESCRIPTION DATE LICENSE CONSULTANT CLIENT PROJECT SHEET TITLE DATES CITY OF MERCED 1. 2. 3. 4. 5. 6. 7. 8.GENERAL VANG PAO MEMORIAL PARK - PHASE I MELTON DESIGN GROUP: 2615 CONSULTANT: CP240049 SHEET ___ OF ___ G:\MDG(2600-2699)\2615 General Vang Pao Park MP and Playground\2615 CAD\CDs\SHEETS\2615-L2.0-CONS.dwg FILE NAME: 7:12 PM - February 26, 2026 PLOT DATE: 820 BROADWAY ST. CHICO, CA 95928 (530) 899-1616 meltondg.com © MELTON DESIGN GROUP INC COPYRIGHT 2025 65% REVIEW 2025-11-17 95% REVIEW 2026-02-16 31 BID SET 2026-02-27 Know what's BELOW CALL before you dig.
R 14 CONSTRUCTION PLAN - AREA B L2.0B
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LIMIT OF WORK - PH I
6'-0"
9'-0" 12'-0" A-101 PL-101 PL-101 A-102 PL-101 P-301 A-103 A-103 DA-101 A-104 A-104 A-104 A-104 A-104 A-101 X-101 X-112 X-101 X-113 X-113 X-111 X-110 X-115 X-116A-105 DA-103 PL-101 PK-110 X-121 MATCHLINE - SEE SHEET L2.0A CODE DESCRIPTION DETAIL ASPHALT PARKING LOT. DIMENSIONING AND STRIPING PER PLAN CONCRETE ADA PARKING STALLS, 6" THICK WITH 6" CLASS 2 AGG. BASE AND REBAR PER DETAIL. SIGNAGE AND STRIPING PER PLAN 7/L2.3 STANDARD GRAY CONCRETE DRIVEWAY APRON, PER CITY STANDARD 6"W CONCRETE CURB 2/L2.0B(ALT) REMOVABLE LOCKING BOLLARD 3/L2.0B(ALT) DEMO (E) CONCRETE PEDESTRIAN RAMP. DISPOSE OF OFF-SITE DEMO (E) ASPHALT PATH. DISPOSE OF OFF-SITE PAVING/SURFACING STANDARD GREY CONCRETE 4" DEEP, MEDIUM BROOM FINISH. SCORELINES AND EXPANSION JOINTS PLACED PER DETAIL AND SPECIFICATIONS 6/L2.3 PARKING SCHEDULE ADA PARKING SIGNAGE 3/L2.3 PLANTING BARK MULCH LANDSCAPE AREA, 3" DEEP, NON-COMPACT PER SPECIFICATIONS EXISTING CONDITIONS RETAIN AND PROTECT (E) CONCRETE SIDEWALK RETAIN AND PROTECT (E) DRAIN INLET RETAIN AND PROTECT (E) FIRE HYDRANT RETAIN AND PROTECT (E) TREE RETAIN AND PROTECT (E) ELECTRICAL UTILITY BOX RETAIN AND PROTECT (E) CONCRETE CURB AND GUTTER RETAIN AND PROTECT (E) SIDEWALK A-101 A-102 A-103 A-104 A-105 DA-101 DA-103 P-301 PK-110 PL-101 X-101 X-110 X-112 X-113 X-115 X-116 X-121 REFERENCE NOTES SCHEDULE ALTERNATE PARKING LOT PROJECT NUMBERS SHEET NUMBER NO. DESCRIPTION DATE LICENSE CONSULTANT CLIENT PROJECT SHEET TITLE DATES CITY OF MERCED 1. 2. 3. 4. 5. 6. 7. 8.GENERAL VANG PAO MEMORIAL PARK - PHASE I MELTON DESIGN GROUP: 2615 CONSULTANT: CP240049 SHEET ___ OF ___ G:\MDG(2600-2699)\2615 General Vang Pao Park MP and Playground\2615 CAD\CDs\SHEETS\2615-L2.0B-CONS_ALT.dwg FILE NAME: 7:12 PM - February 26, 2026 PLOT DATE: 820 BROADWAY ST. CHICO, CA 95928 (530) 899-1616 meltondg.com © MELTON DESIGN GROUP INC COPYRIGHT 2025 65% REVIEW 2025-11-17 95% REVIEW 2026-02-16 31 BID SET 2026-02-27 Know what's BELOW CALL before you dig.
R 15 L2.0B ALT CONSTRUCTION PLAN - AREA B (ALTERNATE PARKING LOT OPTION) NORTH
0 10 20 SCALE: 1" = 10' @30x42 DOWEL AT CURB, GUTTER AND SIDEWALK NOTE: SAWCUT CLEAN EDGE FOR (E) PAVING REMOVAL. ENSURE SMOOTH TRANSITION BETWEEN (N) AND (E) REMAINING FLATWORK. REPAIR OR REPLACE, AT OWNER'S OPTION, ANY ADJACENT PAVING DAMAGED OR REMOVED OUTSIDE OF EXTENT INDICATED IN PLAN SHEETS. ADD ALTERNATE 1 L2.0B(ALT) R=3/4"
OR AS NOTED. 5 SACK CLASS "B" P.C. CONCRETE, 4" MAXIMUM SLUMP. 2-NO. 4 BAR X 18" AT EXPANSION JOINTS. CLASS "3" AGGREGATE BASE 6" MINIMUM DEPTH. PAVEMENT AS OCCURS. NEXT TO IRRIGATED LANDSCAPE AREA.
NEXT TO NON-IRRIGATED
LANDSCAPE AREA. 6" 1 1/2"
6"
1'-6"
8" DEPTH CONCRETE CURB AT PARKING ADD ALTERNATE L2.0B(ALT) 2 REMOVABLE LOCKING BOLLARD - 1-800 BOLLARDS INC. NTS FOOTING NOTE: ALL FOOTING CONCRETE TO BE 4000 PSI. HARDWARE NOTE: ALL HARDWARE MUST BEAR ICC ESR NUMBER. 3 L2.0B(ALT)
2L2.1 P-301 S-109 W-101 AL-115 S-102 P-311 P-311 AL-115 W-101 W-101 AL-115 W-101 P-312 P-312 P-312 PL-106 PL-107 PL-107 W-102 W-102 S-113 S-113 C-102 C-102 CODE DESCRIPTION DETAIL DEDUCTIVE ALTERNATES CUSTOM 3/8" STEEL BENCH AND 1/4" STEEL FLATBAR ARMS MOUNTED ON SEATWALL. POWDER COATED COLOR: RAL 5001 2/L2.1 CURB 1/2" CORTEN STEEL CUSTOM PLANTER EDGING. GRIND 1/16" RADIUS ALL EDGES. 16"H (12"H ABOVE FG) OR 12"H (8"H ABOVE FG) ANCHOR EDGING TO CURB WALL, TYP. 4/L2.1 PAVING/SURFACING STANDARD GREY CONCRETE 4" DEEP, MEDIUM BROOM FINISH. SCORELINES AND EXPANSION JOINTS PLACED PER DETAIL AND SPECIFICATIONS 6/L2.3 COLORED CONCRETE 4" DEEP; WITH MEDIUM BROOM FINISH. SCORELINE AND EXPANSION JOINTS PER PLAN. COLOR: DAVIS COLORS: PEBBLE 641 WITH SPARKLE GRAIN FINISH 6/L2.3 COLORED CONCRETE BAND 4" DEEP; WITH MEDIUM BROOM FINISH. SCORELINE AND EXPANSION JOINTS PER PLAN. COLOR: DAVIS COLORS: GRAPHITE 8084 6/L2.3 PLANTING 3/8" ROUNDED SEASIDE AGGREGATE, IVORY,12" DEEP. USED FOR PEBBLE HARP 3/L2.2 1"-2" BLACK MEXICAN PEBBLES @ ELEVATED STEEL PLANTERS, 2 LAYERS OF STONES, ~2"-4" DEEP SITE FURNISHINGS PEBBLE HARP FEATURE. FINAL DESIGN TBD BY LANDSCAPE ARCHITECT 3/L2.2 PRECAST CONCRETE 5'H COLUMNS. DESIGN TBD BY LANDSCAPE ARCHITECT. DAVIS COLORS: GRAPHITE 8084 4/L2.1 GENERAL VANG PAO MEMORIAL - 1/4" STEEL PANELS PER PLAN AND DETAILS. POWDER COATED RAL 5001. DESIGN TBD BY LANDSCAPE ARCHITECT 4/L2.1 WALL CAST IN PLACE CONCRETE SEATWALL (18"H X 18"W) DAVIS COLOR: GRAPHITE 8084 5/L2.5 GENERAL VANG PAO MEMORIAL - 1'-6" X 2'-0" CONCRETE CURB WALL PER PLAN AND DETAIL. DAVIS COLORS: GRAPHITE 8084 4/L2.1 AL-115 C-102 P-301 P-311 P-312 PL-106 PL-107 S-102 S-109 S-113 W-101 W-102 REFERENCE NOTES SCHEDULE MEMORIAL ENLARGEMENT PROJECT NUMBERS SHEET NUMBER NO. DESCRIPTION DATE LICENSE CONSULTANT CLIENT PROJECT SHEET TITLE DATES CITY OF MERCED 1. 2. 3. 4. 5. 6. 7. 8.GENERAL VANG PAO MEMORIAL PARK - PHASE I MELTON DESIGN GROUP: 2615 CONSULTANT: CP240049 SHEET ___ OF ___ G:\MDG(2600-2699)\2615 General Vang Pao Park MP and Playground\2615 CAD\CDs\SHEETS\2615-L2.0-CONS.dwg FILE NAME: 7:13 PM - February 26, 2026 PLOT DATE: 820 BROADWAY ST. CHICO, CA 95928 (530) 899-1616 meltondg.com © MELTON DESIGN GROUP INC COPYRIGHT 2025 65% REVIEW 2025-11-17 95% REVIEW 2026-02-16 31 BID SET 2026-02-27 16 CONSTRUCTION PLAN - ENLARGEMENTS L2.1 NORTH GENERAL VANG PAO MEMORIAL PLAZA - ENLARGED 1/4" = 1'-0" 1L2.1 R1" TYPICAL
18" 18"
1 23 LANDSCAPE FINISH GRADE PER PLAN.4 ADJACENT SURFACE PER PLAN56 EXPANSION JOINT 7 CAST IN PLACE CONCRETE SEATWALL PER PLAN BENCH AT MEMORIAL SECTION (BID ALTERNATE) N.T.S. 1 3
4 5 12" 18" 18" BACKREST SECTION ARMREST SECTION EPOXY 3/8" WEDGE EXPANSION ANCHOR, 4" DEEP FLAT BAR STEEL ARM FOR SEATWALL. 1/4" STEEL, 2" WIDE ANCHOR TO BACK AND FRONT OF SEAT WALL. COLOR: RAL 5001 FLAT BAR STEEL 3/8" X 4" WIDE CROSS PIECES AND VERTICAL, RAL 5001. VERTICAL BARS EVERY 24" O.C. 2 6
2 7 8"8" R2"
R
34 " R1'-6"
2L2.1 SEATWALL WITH BENCH SLOPED PLANTING AREA GENERAL VANG PAO MEMORIAL SLOPED PLANTING AREA PICNIC AREA SECTION AT MEMORIAL AND SHADE STRUCTURE NTS SLOPED AREA (FOR ILLUSTRATIVE PURPOSES ONLY)3L2.1 HMONG FAMILY CLANS GENERAL VANG PAO MEMORIAL ELEVATION AND ART SECTION 3/4" = 1'-0" 4'-0" 6'-0" 4'-8" 1'-6" 10'-10" 10'-8" 8"
1'-0"
1'-0" 5'-0" 4'-0" 0'-0" FINISH GRADE FINAL DESIGN TBD FINAL DESIGN TBD R8'-2"
R4'-4"
R3'-9" 4'-0"
1'-6"
1 2
3 3
1 3
2 2
4 4
4 1
5 1
2 1
2 3
67 8
9121110 13 1/4" STEEL PANEL POWDER COATED RAL 5001. FINAL DESIGN TBD BY LANDSCAPE ARCHITECT 12 CONCRETE CURB WALL PER PLAN, 1'-6" x 2'-0". DAVIS l-COLOR: GRAPHITE 8084 SMOOTH TROWEL FINISH3 CAST-IN-PLACE CONCRETE l-COLUMNS WITH DECORATIVE FINIALS, HANDALSTONE. MODEL# FN4,10" X 13 1/2", DAVIS COLOR: GRAPHITE 8084 SMOOTH TROWEL FINISH4 (14) 6" DIA. BRONZE PLAQUES ANCHORED TO 1 4" STEEL MEMORIAL PANEL
5 4" CLASS II AGGREGATE BASE COMPACTED TO 95% RELATIVE DENSITY6 UNDISTURBED SUBGRADE7 #4 REBAR HOOPS8 EXPANSION JOINT PER CONCRETE DETAIL9 CONCRETE SURFACE PER PLAN 10 AMENDED PLANTER SOIL PER PLAN 11 1" - 2" BLACK MEXICAN PEBBLE AT ELEVATED STEEL PLANTERS, TWO LAYERS OF STONE DEEP. 12 3/8"-16 WEDGE EXPANSION ANCHOR, 4" DEEP THROUGH BASE PLATE. ANCHOR EVERY 18" O.C. 13 PLAN VIEW SECTION A A 0'-0" FINISH GRADE
6"
6" 8"H STEEL EDGING ANCHORED TO 12"H STEEL EDGING WITH (4) FLUSH MOUNT TAMPER-PROOF NUTS AND BOLTS ON 6"W STEEL TAB 2 1/2" CORTEN STEEL CUSTOM PLANTER EDGING. GRIND 116" RADIUS ALL EDGES. 16"H (12" ABOVE F.G.) AND 12"H (8" ABOVE F.G.). ANCHOR EDGING TO CURB WALL, TYP. ANCHOR STEEL EDGING TO CURB WALL WITH (4) 3 8"-16 WEDGE EXPANSION ANCHORS, 4" DEEP THROUGH 6"W STEEL TAB, TYP. P-311 P-312 2'-0" 1'-6" 14 PLANTING AND IRRIGATION PER PLAN 14
2 2'-0" 1'-6"
1'-0" 1'-6"
1'-0" 1'-6" 3" 3" ETCHED TEXT AREA WITH GRAPHIC TO BE PROVIDED BY LANDSCAPE ARCHITECT 15 15 15 15 1'-10" 4'-0" 2'-6" 1'-10" PLAN VIEW COLUMN SECTION ANCHOR FINIAL WITH HIGH STRENGTH EPOXY 16 12" STAINLESS STEEL DOWEL INTO CURB 17 HANDALSTONE FINIAL. MODEL# FN4,10" X 13 1/2", DAVIS COLOR: GRAPHITE 8084 SMOOTH TROWEL FINISH 18 3" STEEL #6 REBAR CROSS BARS 19 4 3 10
6 87181619 17 MEMORIAL FOOTING PER PLAN 20 20 FOOTING PER DETAIL 4L2.1
SS-103 S-106 S-106 PL-101 LIMIT OF WORK - PH I CODE DESCRIPTION DETAIL PLANTING BARK MULCH LANDSCAPE AREA, 3" DEEP, NON-COMPACT PER SPECIFICATIONS SITE FURNISHINGS EMBEDDED BOULDER, SIZE VARIES. SEE SCHEDULE FOR SIZING 4/L2.4 SITE STRUCTURES STEEL MONUMENT SIGN AT CORNER - GENERAL VANG PAO MEMORIAL PARK 2/L2.2 PL-101 S-106 SS-103 REFERENCE NOTES SCHEDULE SOUTH ENTRANCE PROJECT NUMBERS SHEET NUMBER NO. DESCRIPTION DATE LICENSE CONSULTANT CLIENT PROJECT SHEET TITLE DATES CITY OF MERCED 1. 2. 3. 4. 5. 6. 7. 8.GENERAL VANG PAO MEMORIAL PARK - PHASE I MELTON DESIGN GROUP: 2615 CONSULTANT: CP240049 SHEET ___ OF ___ G:\MDG(2600-2699)\2615 General Vang Pao Park MP and Playground\2615 CAD\CDs\SHEETS\2615-L2.0-CONS.dwg FILE NAME: 7:13 PM - February 26, 2026 PLOT DATE: 820 BROADWAY ST. CHICO, CA 95928 (530) 899-1616 meltondg.com © MELTON DESIGN GROUP INC COPYRIGHT 2025 65% REVIEW 2025-11-17 95% REVIEW 2026-02-16 31 BID SET 2026-02-27 Know what's BELOW CALL before you dig. R 17 CONSTRUCTION PLAN - ENLARGEMENTS L2.2 NORTH SOUTH ENTRANCE - ENLARGED 1L2.2 1/4"=1'-0" GENERAL VANG PAO PARK ALETHA JUNE PLAYGROUND 4300 FREEMARK AVE 1' 2' 1' 4" 4' 8' STEEL MONUMENT SIGN - ALETHA JUNE PLAYGROUND & CORNER SIGN 1 10' 234 5 6 6 1'-6" 8' 10' 521 STEEL SIGN, 1/2" THICKNESS 1 3'-0" X 18" X 10'-0" CONCRETE FOOTING, COLOR: DAVIS IN GRAPHITE (CARBON) 8084 2 4" CLASS II AGGREGATE BASE, COMPACTED TO 95% RELATIVE DENSITY 3 UNDISTURBED SUB-GRADE 4 FINISHED GRADE PER PLAN 5 NEGATIVE CUT-OUT SPACE. 1/8"W MIN., DESIGN T.B.D. BY LANDSCAPE ARCHITECT 6 ELEVATION VIEW PLAN VIEW SECTION VIEW 3" STEEL #6 REBAR CROSS BARS WELDED TO EACH SIDE OF STEEL SHEET 7 EPOXY STEEL SIGN INTO PLACE WITH EPOXY COLOR (T.B.D.) TO MATCH FOOTING - SLOT TO BE 3" W X 9" DEEP. CENTER SIGN TO SLOT. 8 234 7 8 1'-6" 3' GENERAL VANG PAO PARK 4300 FREEMARK AVE 4' 8' 6 CORNER PARK SIGN (ART T.B.D.) ALETHA JUNE PLAYGROUND SIGN (ART T.B.D.) L2.2 2 PEBBLE HARP FEATURE 1 3 12 4" SPACING BETWEEN 1/4" STEEL PLATE 3 CUT BOULDER LENGTHWISE TO ALLOW PEA GRAVEL TO GATHER 4 4" DEEP OF BASE ROCK COMPACTED TO 95% R.D. 5 BURY STONE 12" BELOW FINISH GRADE IN BASE ROCK 6 12" DEEP PEA GRAVEL AS SPECIFIED PER PLAN 7 CONCRETE PAVING, AS SPECIFIED PER PLANS 8 1-1/2" SPACING BETWEEN 1/2" PIPE/THIN WALLED. ALTERNATE EACH PIPE IN A TRIANGLE PATTERN, 2" SPACING 910 CONTRACTOR TO INSTALL BOULDERS WITH AID OF MANUFACTURER, INSTALL THE PIPE HARP BETWEEN THE BOULDERS. PIPE HARP TO BE PROVIDED BY MANUFACTURER. ANCHOR HARP INSTRUMENT TO SMOOTH SIDE OF STONE WITH EPOXY GLUE AND 1/4" X 2"ANCHOR BOLTS DRILLED AND EPOXY INTO THE BOULDER ON BOTH SIDES UNDISTURBED SUB-GRADE 2 4" 4 5 6 12" 7 8 9 10 SECTION VIEW NOTE: FOR BID PURPOSES ONLY, FINAL DESIGN T.B.D. BY LANDSCAPE ARCHITECT EXAMPLE IMAGE 3L2.2
SIGN, SINGLE PEDESTAL - FIRST FIVE SIGN NTS SIGN, SINGLE PEDESTAL - FIRST FIVE SIGN 18" 8" NOTE: ART T.B.D. BY LANDSCAPE ARCHITECT L2.3 5 PROJECT NUMBERS SHEET NUMBER NO. DESCRIPTION DATE LICENSE CONSULTANT CLIENT PROJECT SHEET TITLE DATES CITY OF MERCED 1. 2. 3. 4. 5. 6. 7. 8.GENERAL VANG PAO MEMORIAL PARK - PHASE I MELTON DESIGN GROUP: 2615 CONSULTANT: CP240049 SHEET ___ OF ___ G:\MDG(2600-2699)\2615 General Vang Pao Park MP and Playground\2615 CAD\CDs\SHEETS\2615-L2.2-CONS-DETS.dwg FILE NAME: 7:13 PM - February 26, 2026 PLOT DATE: 820 BROADWAY ST. CHICO, CA 95928 (530) 899-1616 meltondg.com © MELTON DESIGN GROUP INC COPYRIGHT 2025 65% REVIEW 2025-11-17 95% REVIEW 2026-02-16 31 BID SET 2026-02-27 CONSTRUCTION DETAILS L2.3 DECOMPOSED GRANITE SURFACING N.T.S. NOTES: 1. DECOMPOSED GRANITE SHALL BE QUARRY FINES, 1 4 INCH OR LESS. COLOR: GOLD. CONTRACTOR TO SUBMIT SAMPLE FOR APPROVAL BY LANDSCAPE ARCHITECT. 2. APPLY WEED KILLER AND PRE-EMERGENT TO DG AREAS PRIOR TO PLACEMENT OF DG. 3. INSTALL IN 2 EQUAL LIFTS. 4. AFTER PLACEMENT, THOROUGHLY WATER UNTIL ENTIRE DEPTH IS MOIST. COMPACT WITH A 1,000 TO 3,000 LB ROLLER AFTER GRADING AND WETTING. PER PLAN 1 2
3 5 TYPICAL SECTION NEXT TO CONCRETE
6 4 DECOMPOSED GRANITE (DG) PER PLAN. 3" MIN, DEPTH AFTER COMPACTION. SLOPE PER PLAN. 1 NATURAL GRADE SOIL 2 SET COMPACTED FINISHED DG GRADE 0-1/4" BELOW ADJACENT HARDSCAPE.3 WIDTH VARIES PER PLAN.45 SUB-GRADE COMPACTED TO 95% RELATIVE DENSITY6 INSTALL TYPAR PROFESSIONAL LANDSCAPE FABRIC UNDER DG AND ANCHOR WITH 6" LONG LANDSCAPE STAPLES EVERY 24" O.C. IN ALL DIRECTIONS. TURN FABRIC EDGES UNDER SOIL AT DG LIMITS. 2% MAX 4" 4"H ROLL TOP 14 GAUGE STEEL LANDSCAPE EDGING WITH STEEL STAKES. POWDER COAT BROWN, DURAEDGE OR APPROVED EQUAL. INSTALL PER MFR. RECOMMENDATIONS7 7 1L2.3 UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR SPECIAL LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES WILL BE TOWED AWAY AT THE OWNER'S EXPENSE TOWED VEHICLES MAY BE RECLAIMED AT: MERCED POLICE DEPARTMENT OR BY TELEPHONING: (209) 385-6912 SIGN R99 (CA) SEE NOTE 1 & 2 PLAQUE R99B (CA) SIGN R99 (CA) WITH PLAQUE R99B (CA) SEE NOTE 1 & 2 SIGN R100B (CA) SEE NOTE 1 & 2 NOTES: 1. WHERE PLAQUE R99B (CA), SIGN R99C (CA) OR SIGN R7-8B ARE INSTALLED, THE BOTTOM OF THE SIGN OR PLAQUE PANEL SHALL BE A MINIMUM OF 7'-0" ABOVE THE SURROUNDING SURFACE. 2. A R100B (CA) SIGN SHALL BE POSTED IN A CONSPICUOUS PLACE AT EACH ENTRANCE TO OFF-STREET PARKING FACILITIES OR IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH STALL. THE SIGN SHALL INCLUDE THE TELEPHONE NUMBER TO RECLAIMED VEHICLES. 3. PARKING STALL, SIGNAGE, RAMP, AND STRIPING TO CONFORM TO CALTRANS REVISED STANDARD PLAN RSP A90B. 4. ALL CONCRETE SHALL BE 4,000 P.S.I. SIGN R99C (CA) SEE NOTE 1 & 2 PLAQUE R99B (CA) SIGN R99C (CA) WITH PLAQUE R99B (CA) SEE NOTE 1 & 2 PARKING ONLY VAN ACCESSIBLE MINIMUM FINE $250 ADA PARKING SIGNAGE AND STRIPING 11'-3" POST6'-8" MIN. 12" 24" 1'-6" 8" DIA. 6" MIN. 2'-3" 3" 32.5" 36" ADA PARKING SYMBOL AREA = 3 SF
3L2.3 18 CONCRETE ACCESSIBLE PARKING AND STRIPING - NO CURB RAMP NTS 4L2.3 NOTES: 1. PROVIDE POSITIVE DRAINAGE OF LANDSCAPE AWAY FROM CONCRETE AND STRUCTURES OR AS SEEN ON PLAN. 2. INSTALL SIDEWALK AND PADS 1-1/2" ABOVE EXISTING GRADE AS SHOWN. 3. MARK EDGE OF SIDEWALK AT SLEEVE LOCATION, BOTH SIDES OF SIDEWALK. 1 8" WIDE BY 2" LONG 1
2" O.C. MARK: (1S) FOR 1" SLEEVE, (2S) FOR 2" SLEEVE, (3S) FOR 3" SLEEVE, ETC. 1 2
3 4
5 6
7 8 4" 4" CONCRETE PAVING MEDIUM BROOM FINISH. 1.5% MAX CROSS SLOPE 4.5% MAX SLOPE ALONG WALKING PATH. COLOR PER CONSTRUCTION PLAN. 1 SCORELINE - 1-1/2" DEPTH, 1/4" WIDTH WITH 1/2" RADIUS EDGE. 7' O.C. MAX.2 EXPANSION JOINT - PER PLAN OR 12' O.C. MAX. 1/4" X 3" FELT IN BETWEEN POURS, AND NEXT TO EXISTING CONCRETE, BUILDINGS OR OTHER VERTICAL SURFACES. INSTALL WITH 1/4" WIDE X 1/2" DEEP RESILIENT POLYURETHANE SEALANT. COLOR TO MATCH CONCRETE.3 1/2" RADIUS TOOLED EDGE.4 CLASS II AGGREGATE BASE COMPACTED TO 95% RELATIVE DENSITY.5 SUB-GRADE COMPACT TO 90% RELATIVE DENSITY.6 LANDSCAPE FINISH GRADE. 7 INSTALL 12"X1/2" STEEL PENCIL ROD DOWELS AT 18" O.C. AT COLD JOINTS AND WHEN POURING NEW CONCRETE NEXT TO EXISTING; (6" INTO EXISTING AND 6" INTO NEW CONCRETE); LUBRICATE ONE END OF DOWEL. DOWELS INSTALL THROUGH FELT EXPANSION JOINTS WHERE THEY OCCUR.8 STANDARD GREY CONCRETE 4" DEEP 6" 6" EXPANSION JOINT ENLARGEMENT NTS DRILL A 3/4" X 6" HOLE IN EXISTING CONCRETE AND EMBED THE HOLE WITH A PLASTIC DOWEL SLEEVE INSTALL 12" X 1/2" STEEL PENCIL ROD DOWELS @24" O.C @ COLD JOINTS AND WHEN POURING NEW CONCRETE NEXT TO EXISTING; (6" INTO EXISTING AND 6" INTO NEW CONCRETE); LUBRICATE ONE END OF DOWEL. DOWELS INSTALL THROUGH FELT EXPANSION JOINTS WHERE THEY OCCUR. NEW CONCRETE PAVING. EXPANSION JOINT: 1/4" X 3" FELT IN BETWEEN EXISTING AND NEW CONCRETE PAVING. INSTALL WITH 1/4"W X 1/2"D RESILIENT POLYURETHANE SEALANT. COLOR TO MATCH CONCRETE EXISTING CONCRETE PAVING L2.3 6 DRAINAGE AT PLAY AREA NTS 1'-0" MIN. STORM DRAIN CATCH BASIN PER CIVIL PLANS, SHEET C-7 MATERIAL PER PLAN MATERIAL PER PLAN EWF FALL MATERIAL PER PLAN FINISH GRADE PER PLAN SUBGRADE PER PLAN L2.3 2 CONCRETE PAVEMENT FOR ADA PARKING 1" = 1'-0" 6" 1 3
4 2 6"
6 5 CONCRETE PAVING WITH ADA PARKING STRIPING - MEDIUM BROOM FINISH - 6" THICK #4 REBAR @ 18" O.C. BOTH WAYS 1 CLASS II AGGREGATE BASE, COMPACTED TO 95% RELATIVE DENSITY - 6" THICK2 GRAVEL PARKING LOT PER PLAN AND DETAIL3 COMPACTED SUBGRADE4 4" CONCRETE WITH TRUNCATED DOME PAD BOLTED ON PER PLAN5 LOGS USED AS WHEELSTOPS PER PLAN6 7L2.3
PROJECT NUMBERS SHEET NUMBER NO. DESCRIPTION DATE LICENSE CONSULTANT CLIENT PROJECT SHEET TITLE DATES CITY OF MERCED 1. 2. 3. 4. 5. 6. 7. 8.GENERAL VANG PAO MEMORIAL PARK - PHASE I MELTON DESIGN GROUP: 2615 CONSULTANT: CP240049 SHEET ___ OF ___ G:\MDG(2600-2699)\2615 General Vang Pao Park MP and Playground\2615 CAD\CDs\SHEETS\2615-L2.2-CONS-DETS.dwg FILE NAME: 7:13 PM - February 26, 2026 PLOT DATE: 820 BROADWAY ST. CHICO, CA 95928 (530) 899-1616 meltondg.com © MELTON DESIGN GROUP INC COPYRIGHT 2025 65% REVIEW 2025-11-17 95% REVIEW 2026-02-16 31 BID SET 2026-02-27 CONSTRUCTION DETAILS L2.4 LANDSCAPE TIE TIMBERS 1 2 PER PLAN, SEE L2.0 AND GRADING SHEETS
3 4
5 6
6 PLAN VIEW TERRACE SECTION 1 2'-0" 2'-0" 2'-0" 2'-0" 8'-0" 5 6 TYP. TYP.
3 2% MAX 8" TYP. 6" TYP. BURY TIE 2" MIN. 6" NATIVE SUBGRADE COMPACT TO 95% RELATIVE DENSITY 1 4" DEEP LAYER DECOMPOSED GRANITE PER DETAIL2 LANDSCAPE TIES 6"Wx8"Hx8'L3 ADJACENT FINISH SURFACE PER PLAN AND DETAILS4 1" DIA. X 24" L GALVANIZED PIPE5 SET WOOD DOWEL PLUG 2" DEEP TO SEAL OVER TOP OF EMBEDDED REBAR. WOOD GLUE IN PLACE.6 2L2.4 NATURAL CLIMBING LOGS - OLD LAKE MILL NTS
A SECTION A 3" CLR. 4" PLAN VIEW
1 2
1 22
3 333 12" MIN. FROM END OF LOG, TYP.
4 44
4 5
℄
℄
℄
℄
℄
℄ LOG BY OLD LAKE MILL. CLEANED, DE-BARKED, AND SEALED WITH CLEAR SEALANT, TYP. 1 12" THREADED ROD, EPOXY EMBED 6" INTO TOP AND BOTTOM LOG 2 1" DIA. THREADED ROD W/ HOOK END. EMBED 12" INTO CONC. FTG. AND 6" MIN. IN BOTTOM LOG3 12" DIA. x 15" DEEP CONCRETE FOOTING AT EACH END OF BOTTOM LOGS4 ENGINEERED WOOD FIBER PER PLAN5 12" MIN. FROM END OF LOG, TYP. NOTES: 1. PRE-PURCHASED BY OWNER, INSTALLED BY CONTRACTOR 2. LOG STACKING LAYOUT DESIGN TO BE CONFIRMED IN FIELD BY LANDSCAPE ARCHITECT L2.4 1 19 LOG SECTION 1 2
3 4
5 7
8 6" EMBEDDED LOG NTS
910 4" 3" 3"
6 LOG - 18" - 36" DIAMETER. CLEANED, DEBARKED AND SEALED WITH CLEAR SEALANT. 1 FINISH GRADE PER PLANS 2 FINISH SURFACE/PLANTING PER PLAN3 2" DIA. WOOD DOWEL, INSERTED 3" MIN, SAND SMOOTH. LOCATE PLUG FLUSH WITH LOG SURFACE AND GLUE IN PLACE. WHERE LOGS OVERLAP, JOIN WITH SCANDINAVIAN SADDLE NOTCHES.4 1" DIA. 4' LONG, GALVANIZED PIPE THROUGH LOG - 4 PER LOG. SPACED EVENLY AND 18" AWAY FROM ENDS OF LOG. WHERE LOGS OVERLAP, LOCATE PIPE THROUGH BOTH LOGS.5 1" DIA. 6'-0" LONG, GALVANIZED PIPE THROUGH LOGS AT WEST SIDE OF PARKING LOT. 4 PER LOG, SPACED EVENLY AND 18" AWAY FROM ENDS OF LOG.6 SUBGRADE COMPACTED TO 90% R.D.7 SET LOG 6” MIN. BELOW FINISH GRADE.8 GEOTEXTILE9 3/4" DRAIN ROCK 10 (6 FT. LONG PIPES WHERE CALLED OUT ON PLAN) L2.4 3 1 5
3 1
2 34
56 6
4 7 MATERIAL PER PLAN WEED BARRIER FABRIC; PER LANDSCAPE MATERIAL DETAIL WATER WASHED GRANITE BOULDERS, SIZE PER PLAN. CONTRACTOR SHALL PROVIDE PHOTO SAMPLE TO LANDSCAPE ARCHITECT FOR APPROVAL. INSTALL BOULDER SO THAT 25% OF BOULDER IS BELOW FINISH GRADE. NATIVE UNDISTURBED SUBGRADE 6" CLASS II AGGREGATE BASE, COMPACT TO 95% RELATIVE DENSITY. HEIGHT AND WEIGHT VARIES. SEE CONSTRUCTION SHEET L-2.0A 7 2 EMBEDDED BOULDER
4L2.4
1 4
5 6
2 EMBEDDED BOULDER ON SLOPE/HILLSIDE NTS
7 3
6 4"
1 PLANTING AREA PER PLANTING PLAN. 1 BOULDER PER PLAN
2 INSTALL BOULDER SUCH THAT 25% OF BOULDER HEIGHT IS BENEATH GRADE.3 NATIVE SOIL OR COMPACTED TO 95% RELATIVE DENSITY.4 FINISH GRADE PER GRADING PLAN.5 AMENDED SOIL PER PLANTING PLAN.6 MULCH LAYER OR MATERIAL SPECIFIED PER PLAN7 WEED BARRIER FABRIC; PER LANDSCAPE MATERIAL DETAIL8 6" II AGGREGATE BASE, COMPACTED TO 95% RELATIVE DENSITY9 8 9
5L2.4 GRAVEL PARKING LOT NTS
1 2 PLANTING AREA PER PLAN PER PLAN 6" OF 3/4" CRUSHED ANGULAR ROCK, COMPACT IN 2" LIFTS TO 95% R.D. 1 NATIVE SUBGRADE COMPACTED TO 95% RELATIVE DENSITY 26" NOTES: 1. GRAVEL COLOR: GREY. CONTRACTOR TO SUBMIT SAMPLE FOR APPROVAL BY LANDSCAPE ARCHITECT. 2. INSTALL IN 2 EQUAL LIFTS 3. DRAIN PER CIVIL GRADING PLAN 4. AFTER PLACEMENT, THOROUGHLY WATER UNTIL ENTIRE DEPTH IS MOIST. COMPACT WITH A 1,000 TO 3,000 LB ROLLER AFTER GRADING AND WETTING 6L2.4 DRINKING FOUNTAIN N.T.S. NOTE: - SEE SEWER AND WATER PLAN C6.0 FOR SEWER AND WATER POTABLE CONNECTION - COLOR: BLACK
7L2.4 8'-0" MAXIMUM NOTE: 1. GALVANIZED TUBE STEEL FENCING. COLOR: STANDARD POWDER COATED BLACK. 2. ALL WELDS SHALL BE 1/8" FILLET AT HORIZ. TO POST WHERE NEEDED, AND GROUND SMOOTH ALL WELDS. 3. FIELD-VERIFY ALL DIMENSIONS AND SUBMIT SHOP DRAWINGS WITH ALL MATERIALS AND PARTS TO OWNER REPRESENTATIVE FOR REVIEW AND APPROVAL. 4. VERIFY POST AND FOOTING SIZES WITH MANUFACTURER'S SPECIFICATIONS AND WIND LOAD REQUIREMENTS. 5. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION 4" O.C. 6" O.C. 4'-0" STEEL PICKET FENCE 4'H FLAT TOP AND PEDESTRIAN SWING GATE NTS 12" 18" 12" GATE HARDWARE SYSTEM NOTES: 1. GATE LATCH: TO HAVE LOCKING CAPABILITY 2. CONTRACTOR TO PROVIDE CUTSHEETS OF ALL HARDWARE FOR REVIEW AND APPROVAL BY OWNER REPRESENTATIVE PRIOR TO ORDERING AND INSTALLATION. 3. INSTALL ALL EQUIPMENT PER MANUFACTURER'S SPECIFICATION 1 2
3 4
5 6
7 8
1 2
4 3
5 6
7 8
9 10 36" 24" 5'-0" 12" 11 3" SQ. X 14 GAUGE POST 1 3/4" SQ. X 14 GAUGE PICKET @ 4" O.C. 2 1-1/2" SQ. X 14 GAUGE HORIZONTAL MEMBER3 SOLID, SMOOTH EDGE POST CAP4 FINISH SURFACE PER PLAN5 CONCRETE FOOTING6 CLASS II AGGREGATE BASE 4" DEPTH, COMPACT TO 95% R.D.7 SUBGRADE, COMPACT TO 95%8 SELF-LATCHING LOCKABLE GATE HARDWARE9 PATH PER PLAN 10 HEAVY SELF-CLOSING HINGE (X2) 11 3" MAX. 6. ALL FENCING TO BE POWDER COATED INDIGO BLUE OR BLACK, GET APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO PAINTING 2" 2" 8L2.4 ARTISAN FLAGSTONE PAVERS - BID ALTERNATE PAVERS 2-3/8" THICK 1" THICK SAND BEDDING COURSE 6" BASE COMPACTED TO 95% R.D. SCARIFY AND RECOMPACT TOP 6" OF SUBGRADE TO 95% RELATIVE DENSITY NOTES: 1. SOFT AND UNSUITABLE SUBGRADE MATERIAL SHALL BE OVER EXCAVATED & BACKFILLED WITH EQUIVALENT DEPTH OF AGGREGATE BASE OR STRUCTURAL FILL. 2. PAVER EDGING PER PLAN 3. SAND BEDDING COURSE TO BE SAKRETE LEVELING SAND OR APPROVED EQUAL 4. FILL PAVER JOINTS WITH SAKRETE PERMASAND POLYMERIC JOINTING SAND OR APPROVED EQUAL, INSTALL PER MANUFACTURER INSTRUCTIONS PAVER SECTION CONTACT: JAMES MOTAREX - BASALITE (775) 745-1286 9L2.4
PROJECT NUMBERS SHEET NUMBER NO. DESCRIPTION DATE LICENSE CONSULTANT CLIENT PROJECT SHEET TITLE DATES CITY OF MERCED 1. 2. 3. 4. 5. 6. 7. 8.GENERAL VANG PAO MEMORIAL PARK - PHASE I MELTON DESIGN GROUP: 2615 CONSULTANT: CP240049 SHEET ___ OF ___ G:\MDG(2600-2699)\2615 General Vang Pao Park MP and Playground\2615 CAD\CDs\SHEETS\2615-L2.2-CONS-DETS.dwg FILE NAME: 7:13 PM - February 26, 2026 PLOT DATE: 820 BROADWAY ST. CHICO, CA 95928 (530) 899-1616 meltondg.com © MELTON DESIGN GROUP INC COPYRIGHT 2025 65% REVIEW 2025-11-17 95% REVIEW 2026-02-16 31 BID SET 2026-02-27 CONSTRUCTION DETAILS L2.5 EMBANKMENT SLIDE 8' TRIPLE WIDE - UPC COLORS: - CONCRETE COLOR FIESTA - SIT DOWN BAR COLOR CHOCOLATE NOTE: PRE PURCHASED ITEM. BY OWNER PURCHASED, INSTALLED BY CONTRACTOR. 1L2.5
16'-10"
28'-10" 28'-10" 16'-10" 6'
6'
6' 6' 72” 72” 72” 72” 101” 101” 101” 101” 12” 60” 18” CONCRETE POST IN GROUND MOUNTING SURFACING RAMESSES ROPE CLIMBER - WISDOM PLAYGROUNDS FOOTING DIAGRAM PLAN VIEW MODEL #: 74-21033 NOTE: SEE FULL INSTALLATION MANUAL FOR FULL INSTALLATION INSTRUCTIONS COLOR: BLUE METAL, BLUE ROPE NOTE: PRE PURCHASED ITEM. BY OWNER PURCHASE, INSTALLED BY CONTRACTOR 2L2.5 106” 86” 106” 106” 106” 13” 30” 30” 13” 13” 30” 30” 13” ACCESSIBLE TWIRL A WHIRL SPINNER - WISDOM PLAYGROUNDS 83" 92" 8" 86" 88" PROTECTIVE SURFACING LEVEL CONCRETE MODEL #: 75-21039 NOTES: 1. SEE INSTALLATION MANUAL FOR FULL INSTALLATION INSTRUCTIONS SIDE VIEW PLAN VIEW FOOTING DIAGRAM COLOR: BLUE AND LIME 8" NOTE: PRE-PURCHASED BY OWNER. BY OWNER PURCHASE, INSTALLED BY CONTRACTOR6L2.5 75” 136” 136” 192” CONCRETE POST IN GROUND MOUNTINGSURFACING CUSTOM SINGLE-POST SWINGS WITH SAUCER SEAT AND SHADE - WISDOM PLAYGROUNDS 74" 136" 136" 96" 92" 48" 271" 384" 122" 271" 384" 18" 12" 36" PLAN VIEW FOOTING DIAGRAM SIDE VIEW MODEL #: SPS-0802-2BE2BU-SF-110 NOTE: SEE INSTALLATION MANUAL FOR FULL INSTALLATION INSTRUCTIONS COLOR: BLUE METAL, ROYAL BLUE FABIRC NOTE: PRE PURCHASED BY OWNER. BY OWNER PURCHASE, INSTALLED BY CONTRACTOR 3L2.5 (DETAIL 2) SINGLE POST FOOTING DETAIL 18'' (460mm) 48''(1220mm)
12''(300mm) 36''(910mm) GROUND LEVEL SUPPORT POST STONE CONCRETE (DETAIL 1) SUPPORT POST FOOTING DETAIL 18'' (460mm) 30''(760mm)
12''(300mm) 18''(460mm) GROUND LEVEL SUPPORT POST STONE CONCRETE (DETAIL 3) COMPONENT FOOTING DETAIL 12'' (300mm) 30''(760mm)
12''(300mm) 18''(460mm) GROUND LEVEL SUPPORT POST STONE CONCRETE (DETAIL 4) SURFACE MOUNT DETAIL SURFACE MOUNT POST 2''(50mm) PROTECTIVE SURFACING LEVEL ANCHOR BOLTS PROTECTIVE SURFACING LEVEL PROTECTIVE SURFACING LEVEL PROTECTIVE SURFACING LEVEL INSTALLATION NOTES: (1) PAVED SURFACES SUCH AS ASPHALT AND CONCRETE,ARE NOT ACCEPTABLE FOR USE UNDER YOUR STRUCTURE. (2) IT IS THE CONSUMER’S RESPONSIBILITY TO CHECK WITH LOCAL UTILITIES PRIOR TO EXCAVATING FOOTINGS FOR ANY UNDERGROUND UTILITY LINES THAT MAY EXIST WITHIN THE INSTALLATION AREA. (3) IT IS THE CONSUMER'S RESPONSIBILITY TO CHECK LOCAL SOIL CONDITIONS AND DRAINAGE WITHIN THE SITE AREA. INQUIRE WITH LOCAL CONTRACTORS FOR APPROPRIATE RECOMMENDATLONS. (4) IF THE STRUCTURE IS TO BE INSTALLED ACROSS UNEVEN TERRAIN, MAINTALN THE SUPPORT POST MARK FOR PROTECTIVE SURFACING LEVEL AT THE LOWEST GRADE. ADJUST OTHER FOOTINGS ACCORDINGLY. (5) THE BASE OF FOOTINGS MUST BE BELOW FROST LINES. (6) DO NOT ENCASE THE BOTTOM OF SUPPORT POSTS IN CONCRETE. PLACE ALL POSTS DIRECTLY ON PACKED STONE. (7) ASSEMBLE THE ENTIRE STRUCTURE BEFORE POURING CONCRETE UNLESS SPECIFICALLY INSTRUCTED TO DO SO IN THE INDIVIDUAL COMPONENT INSTALLATION INSTRUCTIONS. (8) READ COMPLETELY THE INSTALLATION INSTRUCTIONS PROVIDED WITH YOUR STRUCTURE PRIOR TO BEGINNING CONSTRUCTION TYPICAL FOOTING TYPES FOR WISDOM PLAY ELEMENTS - WISDOM PLAYGROUNDS PERFORATED END CAP OR POROUS MATERIAL PERFORATED END CAP OR POROUS MATERIAL CONCRETE SLAB OR PIER BASE PERFORATED END CAP OR POROUS MATERIAL 4L2.5 NOTE
S: A. CONTRACTOR TO PROVIDE SMOOTH FORM FINISH WITHOUT AIR BUBBLES B. USE 1/2" RADIUS ROUNDED TOOL EDGE FOR SCORING C. LIGHT ACID WASH FINISH D. EXPANSION JOINTS TO BE INSTALLED AROUND BASE OF SEATWALLS IN HARDSCAPE AS SPECIFIED IN CALLOUT 7 THIS DETAIL (A) CIRCULAR WALL SECTION (A-1) TYPICAL WALL PLAN VIEW 2'-0" MAX R1" TYPICAL 18" 18" 12 #4 REBAR CONTINUOUS (TYPICAL)3 LANDSCAPE FINISH GRADE PER PLAN.4 ADJACENT SURFACE PER PLAN5 SUBGRADE. COMPACT TO 95% RELATIVE DENSITY.6 EXPANSION JOINT 7 6" OF CLASS II BASE 95% COMPACTION8 CONCRETE WALL. COLOR PER PLAN. SMOOTH FORM FINISH, STEEL TROWEL TOP OF WALL. EDGES RADIUS 1". SEAL WITH CONCRETE SEALER. #4 REBAR STIRRUPS AT 24" O.C.9 SAWCUT SCORELINE @ 6' O.C. OR EQUAL SPACING, SCORELINE, @ 6' OC. OR EQUAL SPACING TO MATCH SAWCUT SCORELINE, 1-1/2" DEEP. EXPANSION JOINT EVERY 12'. 1 4" WIDE X 1-1/2" DEEP. GRIND EDGES OF SCORE LINE TO CREATE 45 DEGREE BEVELED EDGE 10 CAST-IN-PLACE CONCRETE SEATWALL - STANDARD CURVED N.T.S. 1 32
4 5
6 3
2 9
7 8 10
9 5
5L2.5 SLOPE PER GRADING PLAN toe of slope SECTION AT PLAY EQUIPMENT AND SLIDE SLOPED AREA POUR-IN-PLACE FALL MATERIAL SLOPED LANDSCAPE AREA EMBANKMENT SLIDE SIDEWALK PLAYGROUND AREA PLAY STRUCTURE RAMP (ILLUSTRATIVE PURPOSES ONLY) POUR IN PLACE SURFACING L2.5 7 6'
6'
6'
6' 51'-5" 57'-10"
35'-3"
48'-1" 24" 36" 48" 12"
CC
A
A
DD
B
B
FF
C
C
C CC
E D
D
GG
G
G
HH
I
I II
I
I
K
K
KK
K
K
J
JJ
J
J
J 74” 192” 2” 156” 71” 71” 71” 71” 36” 36” 71” 71” 36” 36” 41” 21” 47” 28” 8” 40” 46” 23” 16” 17” 83” 41” 71” 71” 41” 21” 41” 21” 19”2” 24” 36” 36” 71” 41” 71” 41” 41” 71” 71” 41” 13” 19” 18” 18”34” 19” 40” 24” 35” HMONG CUSTOM PLAYGROUND STRUCTURE - WISDOM PLAYGROUNDS MODEL #: WP3535-651BC33-77122123-C NOTE: SEE INSTALLATION MANUAL FOR FULL INSTALLATION INSTRUCTIONS 3' LEAF STEP CLIMBER 3' SINGLE SLIDE 4' ARCH CLIMBER 3' CUSTOM STEP CLIMBERS 2' SINGLE SLIDE 2' TRUNK CLIMBER 2'/3' FISH CLIMBER 4' SNAKE CLIMBER 4' DOUBLE SLIDE SINGLE POST FOOTING DETAIL 18'' (460mm) 48''(1220mm)
12''(300mm) 36''(910mm) GROUND LEVEL SUPPORT POST STONE CONCRETE PROTECTIVE SURFACING LEVEL PERFORATED END CAP OR POROUS MATERIAL COLORS: BLUE AND LIME PLASTIC AND METAL, ROYAL BLUE FABRIC NOTE: PRE PURCHASED BY OWNER. BY OWNER PURCHASED, INSTALLED BY CONTRACTOR FOOTING IS A DEFERRED ITEM, TYPICAL SHOWN IS FOR BID PURPOSES ONLY 8L2.5 PLAN VIEW 9'-0
3 4
" 5'-0
3 4
"CONCRETE PING PONG TABLE - UPC COLORS: SAN JOSE BUFF GFRC, BLACK METAL NET NOTE: FOOTING IS NOT REQUIRED. PLACE ON DECOMPOSED GRANITE SURFACE PER PLAN NOTE: OWNER PURCHASED, CONTRACTOR INSTALLED 9L2.5 20
PROJECT NUMBERS SHEET NUMBER NO. DESCRIPTION DATE LICENSE CONSULTANT CLIENT PROJECT SHEET TITLE DATES CITY OF MERCED 1. 2. 3. 4. 5. 6. 7. 8.GENERAL VANG PAO MEMORIAL PARK - PHASE I MELTON DESIGN GROUP: 2615 CONSULTANT: CP240049 SHEET ___ OF ___ G:\MDG(2600-2699)\2615 General Vang Pao Park MP and Playground\2615 CAD\CDs\SHEETS\2615-L2.2-CONS-DETS.dwg FILE NAME: 7:13 PM - February 26, 2026 PLOT DATE: 820 BROADWAY ST. CHICO, CA 95928 (530) 899-1616 meltondg.com © MELTON DESIGN GROUP INC COPYRIGHT 2025 65% REVIEW 2025-11-17 95% REVIEW 2026-02-16 31 BID SET 2026-02-27 CONSTRUCTION DETAILS L2.6 0" 911951 4" 2"10012" 10414" 9812" 93"88" 4" Typ. NOTE: PRE PURCHASED BY OWNER. BY OWNER PURCHASE, INSTALLED BY CONTRACTOR CONTRABASS CHIMES - FREENOTES HARMONY PARK 1L2.6 FROST DEPTH 36" 10" HOLE FINISH HEIGHT
1 2
3 9"MIN 9"MIN
9 8
7 IN GROUND INSTALLATION STEP 1: ASSEMBLE DRUMS AFTER APPLYING A FEW DROPS OF THREAD-LOCKING FLUID TO THE ENDS OF THE BOLT THREADS, USE THE 3/8" HEX HEAD BOLTS AND 3/8" HEX NUTS TO SECURE THE POST EXTENSIONS TO EACH DRUM. STEP 2: DIG HOLES. AFTER CHOOSING YOUR LAYOUT, EXCAVATE (3) 10" DIA HOLES 34" DEEP AT THE MARKED LOCATIONS (1 HOLE PER DRUM). STEP 3: PLACE DRUMS WITH TWO PEOPLE, PLACE EACH DRUM INTO ITS HOLE AND VERIFY THE FINISH HEIGHT OF EACH DRUM. ADJUST THE HOLE DEPTH IF NECESSARY TO ACHIEVE THE PROPER FINISH HEIGHT. STEP 4: POUR CONCRETE AROUND THE POST EXTENSION WITHIN THE HOLE AND CHECK THAT THE DRUMS ARE LEVEL. LEAVE CONCRETE TO SET ACCORDING TO THE CONCRETE MANUFACTURER'S RECOMMENDATIONS. IF NECESSARY, BRACE EACH DRUM TO HOLD IT LEVEL DURING THE CURING PROCESS. APPROXIMATELY (9) 80 LB BAGS OF CONCRETE WILL BE NEEDED FOR A FULL SET, (3) BAGS PER DRUM. BOSSA NOVA DRUMS - FREENOTES HARMONY PARK - BID ALTERNATE 2L2.6 21 ITEM NO. PART NUMBER DESCRIPTION QTY. 1 CPSO-G-BOM PRE-ASSEMBLY - CALYPSO INSTRUMENT (GREEN POST) 1 2 POW 07315 3/8"-16 WEDGE EXPANSION ANCHOR, 3.75"LG. SS 3 3 9267K43 35/64" HEX NUT CAP
3 2
3 CONCRETE PAD
1 24" 24" 6" FINISHED HEIGHT SURFACE MOUNT INSTALLATION INSTRUCTIONS 1. STANDARD FINISHED HEIGHT FOR T HE SURFACE MOUNTED CALYPSO IS 35.5". (RECESSING THE CONCRETE PAD BELOW THE FINISHED SURFACING WILL BE REQUIRED IF DESIRED AGE GROUPS ARE BETWEEN 2-12) BE SURE TO ACCOUNT FOR SURFACING THICKNESS IF IT IS TO BE USED. 2. FINISHED HEIGHT GUIDELINE: (AGES 2-5, 27.5") (AGES 5-12, 31.5") (AGES 13+, 35.5") DETERMINE INSTALLATION LOCATION. VERIFY CONCRETE PAD IS A MINIMUM OF 24" LONG X 24" WIDE X 6" THICK. IF THE CONCRETE PAD IS AT AN ANGLE, STEEL WASHERS ARE REQUIRED TO ACT AS SHIMS (SHIMS NOT PROVIDED). IF THERE IS NOT ALREADY AN EXISTING PAD, APPROXIMATELY (4) 80LB. BAGS WILL BE NEEDED. ALLOW CONCRETE TO CURE PER CONCRETE MANUFACTURERS GUIDELINES. 3. WITH TWO PEOPLE PLACE THE INSTRUMENT ASSEMBLY ONTO THE CONCRETE PAD AND MARK THE CENTER OF THE HOLES ON THE SURFACE MOUNT BASE. AFTER YOU HAVE MADE YOUR MARKS, SET ASIDE THE INSTRUMENT IN ORDER TO DRILL FOR ANCHOR HOLES. WITH A HAMMER OR ROTARY DRILL, DRILL THROUGH CONCRETE AT MARKED LOCATIONS. DRILL TO A MINIMUM DEPTH OF 4". A 3/8" MASONRY DRILL BIT WILL BE NEEDED. 4. PLACE THE INSTRUMENT BACK OVER THE DRILLED OUT HOLES. INSERT PROVIDED ANCHOR BOLTS INTO ALIGNED HOLES. POSITION ANCHOR NUT SO THAT IT IS FLUSH WITH THE TOP OF THE BOLT. POUND ANCHOR BOLTS INTO THE HOLE UNTIL THE ANCHOR WASHER IS FLUSH WITH THE SURFACE MOUNT BASE. TIGHTEN ANCHOR BOLTS UNTIL THEY ARE SNUG. COVER REMAINING BOLT SECTIONS WITH PROVIDED NUT CAPS. 5. VERIFY THE CORRECT PLACEMENT, LEVELNESS, AND FINISHED HEIGHT OF THE INSTRUMENT. CHECK FOR SUFFICIENT CLEARANCE AROUND THE INSTRUMENT, A 36" PERIMETER AROUND THE INSTRUMENT IS RECOMMENDED FOR WHEELCHAIR ACCESSIBILITY. 6. IF INSTALLING ONTO WET CONCRETE, US THE WET SET ANCHOR MANUFACTURERS GUIDELINES FOR INSTALLATION PROCEDURES. CALYPSO DRUM - FREENOTES HARMONY PARK - BID ALTERNATE FRONT VIEW 355 8" SIDE VIEW 1234" TOP VIEW 141 4" 3L2.6 GROUND LEVEL 46" 18" FOOTING ACCESSIBLE PICNIC TABLE - ULTRA SITE ESTIMATED REQUIRED CONCRETE: 12 - 50LB BAGS OF CONCRETE MIX 77" 46" 48 316 " 30 116
" 18 1
8 " 20 1116
" 61 11/16" 36" 20 1116
" MODEL #: 40SH3-S 18 1
8 " 11 7
8 " 30" 18" NOTE: PRE-PURCHASED ITEM. (BY OWNER PURCHASED, INSTALLED BY CONTRACTOR) 4L2.6 PICNIC TABLE - ULTRA SITE 18" FOOTING 48 316
" GROUND LEVEL ESTIMATED REQUIRED CONCRETE: 12 - 50LB BAGS OF CONCRETE MIX MODEL #: 40S-S 18" 36" 77 1 4 " 77" 46" 30" 18" 18" NOTE: PRE-PURCHASED ITEM. (BY OWNER PURCHASED, INSTALLED BY CONTRACTOR) 5L2.6 ITEM NO. PARTNO DESCRIPTION QTY
1 LX-72 LX-72 TRASH RECEPTACLE 1
2 PL-32 32 GAL. LINER 2
3 RB-32 32 GAL. RAIN BONNET 2 23 1/2"
2 3
1 800-45-ULTRA www.ultra-site.com COMPONENTS TRASH AND RECYCLE RECEPTACLE - ULTRA SITE 31 1 2 " 54 3
8 " 44 1516
" 37 7
8 " MODEL #: LX-72RB NOTE: PRE PURCHASED BY OWNER. BY OWNER PURCHASE, INSTALLED BY CONTRACTOR NOTES FOR DETAIL: 1. CONTRACTOR TO PROVIDE ANCHOR SUBMITTAL PRIOR TO CONSTRUCTION 2. INSTALL PER MANUFACTURER'S RECOMMENDATIONS 6L2.6 PLANTER PER PLAN ENGINEERED WOOD FIBER FALL MATERIAL EDGE OUTSIDE OF FALL ZONE NOTES: 1. ENGINEERED WOOD FIBER MUST COMPLY WITH ASTM F1951. 2. FIBER MUST BE MAINTAINED/REPLENISHED REGULARLY TO ENSURE 11B-1008.2.6.1 COMPLIANCE. 3" FALL ZONE 12" DEEP PER PLAN NTS PLANTING PER SHEET L3.0 12" 2%
SLOPE
MAX PLAY EQUIPMENT FALL ZONE ENGINEERED WOOD FIBER. 12" DEEP MINIMUM AFTER COMPACTION. COMPACT IN 4" LIFTS. ORDER 125% OF REQUIRED VOLUME TO ALLOW FOR SETTLING 1 PLANTER AREA. ENGINEERED WOOD FIBER 3" DEEP, NO COMPACTION2 ADJACENT SURFACING PER PLAN.3 SUBGRADE. COMPACT TO 95% RELATIVE DENSITY.4 TYPAR PROFESSIONAL LANDSCAPE FABRIC OR EQUAL. TUCK FABRIC 12" DOWN INTO SUBGRADE5 3 4
5 2
1 4
5 L2.6 7 COMPACTED SUBGRADE TO 95% 4" RADIUS TOOLED EDGE (2) #4 REBAR CONT. 1 234 THICKENED CONCRETE CURB
5 6
7 8
7 9 2" SAFETY FALL SURFACING PER PLAN AND SPECIFICATIONS 8 6
2 1 3
4 5
9 SCORELINE - 1-1/2" DEPTH, 1/4" WIDTH WITH 1/4" RADIUS EDGE THICKENED EDGE OF CONCRETE AT EWF NTS NOTES: 1. SEE GRADING PLAN FOR MAXIMUM DEPTH OF SAFETY FALL SURFACING 4" LAYER OF CLASS #2 AGGREGATE BASE COMPACTED TO 95% RELATIVE DENSITY. THICKEN EDGE OF CONCRETE AS SHOWN PER PLAN AND SPECIFICATIONS1'-4" 4" 14 " 6" 4" CONCRETE PAVING PER PLAN AND SPECIFICATIONS 8L2.6 R1"
8.33%
SLOPE PLAN VIEW 6'-0" 3/4" = 1'-0" SECTION VIEW PLAY AREA ACCESS RAMP - CONCRETE CONCRETE PAVING PER PLAN 1 EDGE OF PLAY AREA 2 TYPAR PROFESSIONAL LANDSCAPE FABRIC OR EQUAL3 INSTALL A MINIMUM OF 4" THICK CONCRETE RAMP WITH FLARED EDGE PER PLAN. RAMP TO COMPLY WITH ALL APPLICABLE ADA REQUIREMENTS. SLOPE NOT TO EXCEED 1:12 WITH 1:48 CROSS SLOPE.4 4" LAYER OF CLASS 2 AGGREGATE BASE COMPACTED TO 95% RELATIVE DENSITY.5 SUBGRADE COMPACTED TO 95% RELATIVE DENSITY6 #4 REBAR AT 18" IN BOTH DIRECTIONS7 ENGINEERED WOOD FIBER OR EQUAL. 12" MIN COMPACTION SLUMP AT POSTS.8 1/2" X 12" STEEL DOWELS AT 24" O.C., TIE INTO ADJACENT (E) CONCRETE CURB AND SIDEWALK. REBAR EXTENDS THROUGH CURB.9 REINFORCED EDGE - BUTT INTO ROLLED CURB. SLOPE SIDES OF RAMP TOWARDS SAND. 10 4" LAYER OF 3/4" DRAIN ROCK. SLOPE TO DRAINS PER GRADING PLAN. 11 1/4" EXPANSION JOINT WITH ELASTOMERIC SEALANT. COLOR TO MATCH ADJACENT CONCRETE. 12 12" WIDE TACTILE WARNING BAND WITH GROOVES APPROX. 3/4" O.C. AND 1/4" WIDE AND DEEP. 13 ENGINEERED WOOD FIBER FILL LINE OVER CONCRETE RAMP 14 9'-0" 6" 9" 6" 4'-0" 2'-0" 2'-0" 1'-0" 1'-0" 1 4 " 1
4 " 3/4"
1 2
3 4
5 6
7 8
9 10 11 12 13
4 8 13 1 14 L2.6 9 PLAY AREA ACCESS RAMP - POUR-IN-PLACE RUBBER 1' 6 2" 3' 4' 3' 6'
1 2
3 4
5 6
3 7
6 SECTION VIEW PLAN VIEW POUR-IN-PLACE RUBBER SURFACING, SEE DETAIL 1 EDGE OF PLAY AREA 2 INSTALL A MINIMUM OF 2" THICK POUR-IN-PLACE RUBBER SURFACED RAMP WITH TURNDOWN EDGE. SEE POUR-IN-PLACE RUBBER DETAIL. RAMP TO COMPLY WITH ALL APPLICABLE ADA REQUIREMENTS. SLOPE NOT TO EXCEED 1:123 4" LAYER OF CLASS II AGGREGATE BASE COMPACTED TO 95% RELATIVE DENSITY4 SUB-GRADE COMPACTED TO 95% RELATIVE DENSITY5 ENGINEERED WOOD FIBER OR EQUAL. 12" MIN. COMPACTION SLUMP AT POSTS6 ENGINEERED WOOD FIBER FILL LINE OVER POUR-IN-PLACE RAMP7 10L2.6 12" EDGE 1 23
45 6
7 8910 11 POUR-IN-PLACE RUBBER SURFACE NTS SUB-BASE OPTIONS: COMPACTED AGGREGATE: 4" MIN. THICKNESS OF TYPE II ROAD BASE COMPACTED TO 95% IN 2" WATERED LIFTS. CONCRETE: 4" MIN. THICKNESS @ 2500 PSI MIN. MUST CURE FOR 7 DAYS* PRIOR TO INSTALLATION OF SAFETY SURFACING. (REQUIRES DRAINAGE DESIGN) ASPHALT: 3" MIN. THICKNESS, MUST CURE A MIN. OF 14 DAYS* PRIOR TO INSTALLATION OF SAFETY SURFACING (REQUIRES DRAINAGE DESIGN) *MUST CURE MIN. OF 28 DAYS FOR WEAR LAYER ONLY INSTALLATIONS SECTION AT POST LOCATIONS SECTION AT TURNDOWN TO LOOSE FILL POUR-IN-PLACE TPV - 1/2" MIN. THICKNESS (MATERIAL MAY VARY BASED ON REQUIREMENTS OF THE SPECIFIED SYSTEM) 1 SBR CUSHION LAYER (DEPTH VARIES BASED ON CRITICAL FALL HEIGHT REQUIREMENTS OF SELECTED MANUFACTURER)2 SUB-BASE LAYER, SEE OPTIONS THIS DETAIL3 CONCRETE FOOTING PER ELEMENT 4 COMPACTED NATIVE SOIL5 PLAY ELEMENT FOOTING POST PER PLAN6 1-1/2" THICKENED EDGE OF POUR-IN-PLACE TPV7 LOOSE FILL FALL MATERIAL PER PLAN8 45 DEG. EDGE, TYP.9 SCRATCH 2" OF BASE ROCK AND POUR POWDERED CEMENT OVER 12" EDGE. WORK CONCRETE INTO BASE AND COMPACT 10 AT COLOR TRANSITIONS, OVERLAP WEAR COURSE LAYERS WITH HALF-LAP JOINT 11 CONCRETE OR BOULDER PER PLAN 12 712
1'-0" 1'-0" 11L2.6 POUR-IN-PLACE RUBBER SURFACING FALL HEIGHT CHART NTS 2" 2 1
2 " 3" 4" 5"
5 1
2 "
4' FALL HEIGHT
5' FALL HEIGHT
6' FALL HEIGHT
8' FALL HEIGHT
10' FALL HEIGHT
12' FALL HEIGHT 1/2" TPV LAYER 1 SBR CUSHION LAYER
2 SUB-BASE LAYER3 COMPACTED NATIVE SOIL4 NOTE: MAIN PLAY AREA HAS 4'H P.I.P. FALL HEIGHT REQUIREMENT NOTE: SBR CUSHION LAYER DEPTH VARIES PER MANUFACTURER AND SHALL BE DETERMINED PER MANUFACTURER'S REQUIREMENTS. THIS CHART IS FOR BID PURPOSES ONLY NOTE: SWING AREA HAS 8'H P.I.P. FALL HEIGHT REQUIREMENT 1 2
3 4
1 2 12L2.6 WAVY RAIL ON SLOPE - BID ALTERNATE NTS 1'-6" 1'-0" NATIVE SUBGRADE, COMPACTED TO 90% RELATIVE DENSITY. CONCRETE FOOTING OVER COMPACTED CLASS II AGGREGATE BASE. 1POUR-IN-PLACE SURFACE PER MANUFACTURER
1 2" DIA. STEEL PIPE, POWDER COATED COLOR TBD BY LANDSCAPE ARCHITECT AGGREGATE BASE 5'-0" TOP OF WAVY RAIL NOT TO EXCEED 36" ABOVE POUR-IN-PLACE FINISH SURFACE 13L2.6
PROJECT NUMBERS SHEET NUMBER NO. DESCRIPTION DATE LICENSE CONSULTANT CLIENT PROJECT SHEET TITLE DATES CITY OF MERCED 1. 2. 3. 4. 5. 6. 7. 8.GENERAL VANG PAO MEMORIAL PARK - PHASE I MELTON DESIGN GROUP: 2615 CONSULTANT: CP240049 SHEET ___ OF ___ G:\MDG(2600-2699)\2615 General Vang Pao Park MP and Playground\2615 CAD\CDs\SHEETS\2615-L2.2-CONS-DETS.dwg FILE NAME: 7:13 PM - February 26, 2026 PLOT DATE: 820 BROADWAY ST. CHICO, CA 95928 (530) 899-1616 meltondg.com © MELTON DESIGN GROUP INC COPYRIGHT 2025 65% REVIEW 2025-11-17 95% REVIEW 2026-02-16 31 BID SET 2026-02-27 CONSTRUCTION DETAILS - ALTERNATES L2.7 POUR-IN-PLACE RUBBER ON HILL - SECTION 'C' NTS GRADE 1'
3" POUR-IN-PLACE (P.I.P) RUBBER SURFACING PER DETAIL 1 CEMENT-TREATED, TOP 3" LAYER OF BASE ROCK. DRY CEMENT POURED 50LB BAG PER 8SF AND RAKED IN. WATER SOAKED AND COMPACTED FOR FINISH GRADE. 2 EXISTING NATIVE SOIL COMPACTED TO 95% 3 4" DEPTH CLASS II AGGREGATE - COMPACTED TO 95% AFTER TREATMENT 4 CONCRETE SLIDE - EXIT REGION 5 SIMPLE SET BASE SHOWN IS FOR 3" UNITARY PLAYGROUND SURFACING. (NOT SHOWN) PART TO SIT ON 6" DEPTH 95% COMPACTED BASE ROCK. POUR-IN-PLACE RUBBER SURFACING, SEE DETAIL 8' SLIDE TO BE USED ON A 7' GRADE CHANGE, TO CREATE 12" TALL ENTRANCE PLATFORM/ADA TRANSFER PLATFORM. 4" CLASS II AGGREGATE BASE COMPACTED 95% FOR FLAT AREAS POUR-IN-PLACE SHALL HAVE A SMOOTH 4 FT. MIN. RADIUS TRANSITION ON TOP AND BOTTOM OF SLOPE SLOPED AREAS - 4" DEPTH CLASS II AGGREGATE BASE COMPACTED TO 95% RD, DRY CONCRETE RAKED IN TOP 3" LAYER AND WATERED DOWN AND COMPACTED. (1) 50LB BAG OF CEMENT PER 8 SF OF HILLSIDE. CONCRETE PER PLANS 1 3 4 2 5 POUR-IN-PLACE RUBBER SURFACING. L2.7 1 SLOPE PER CIVIL SHEETS 50% MIN BURY 4" REFLEXOLOGY PATH 1"-2" PEBBLE STONES SECURED IN CONCRETE PATH NOTIFY LANDSCAPE ARCHITECT CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION TO CONFIRM STONE SUBMITTAL AND AID IN STONE LAYOUT DURING INSTALL. STONE LAYOUT IS CURVILINEAR WITH SMALLER STONES COVERING THE ENTIRETY OF THE PATH AND LARGER STONES PLACED STRATEGICALLY AMONGST THEM. CONCRETE SHALL BE INSTALLED IN MULTIPLE POURS AND COORDINATE WITH STONE LAYOUTREFLEXOLOGY PATH 3"-6" RIVER STONES SECURED IN CONCRETE PATH BLACK MEXICAN PEBBLES HAND PLACED INTO WET PORTLAND CEMENT CONCRETE. PORTION OF PEBBLES BY DIAMETER PER NOTE, THIS DETAIL AND EXTENTS PER PLAN. 8"-18" SMOOTH RIVER COBBLE 4 3 2 1 3"-6" RIVER STONES WIDTH PER PLAN 1"-2" PEBBLE STONES 4" THICK STANDARD GREY PORTLAND CEMENT CONCRETE, MIN 3,000 PSI. TO BE REINFORCED WITH 6" WELDED WIRE MESH, 9GA 1 6" MIN DEPTH OF COMPACTED NATIVE SUBGRADE 90% R.D. 2 4" CLASS II AGGREGATE BASE, COMPACTED TO 95% R.D. UNDER REFLEXOLOGY PATH. 3 ADJACENT PLAYGROUND CURB PER PLAN. INSTALL PER PLANS AND DETAILS, COLD JOINT BETWEEN PAVING AND ADJACENT CONCRETE AND CURB PER EXPANSION JOINT DETAIL 4 STONE TYPES (% IN SF) 1. WHITE STONES: 1" - 1-1/2" (10%) 2. BLACK MEXICAN PEBBLES: 1-1/2" - 2" (30%) 3. BAGGED RED POLISHED PEBBLES: 2" - 3" (15%) 4. PASKANTA FLAT COBBLE: 2" - 4" (10%) 5. NATURAL RIVER COBBLE: 3" - 6" (10%) (ALTERNATE) REFLEXOLOGY PATH DETAIL NOTE: REFLEXOLOGY PATH IS A FEATURE AND IS NOT ADA COMPLIANT L2.7 2 LIVE EDGE CUSTOM WOOD PICNIC TABLE - BID ALTERNATE12' 10.5" 2'-6" PLAN VIEW EXAMPLE IMAGE 3L2.7 LIVE EDGE CUSTOM WOOD BENCH - BID ALTERNATE 7' 2' PLAN VIEW EXAMPLE IMAGE L2.7 4 22
PROJECT NUMBERS SHEET NUMBER NO. DESCRIPTION DATE LICENSE CONSULTANT CLIENT PROJECT SHEET TITLE DATES CITY OF MERCED 1. 2. 3. 4. 5. 6. 7. 8.GENERAL VANG PAO MEMORIAL PARK - PHASE I MELTON DESIGN GROUP: 2615 CONSULTANT: CP240049 SHEET ___ OF ___ G:\MDG(2600-2699)\2615 General Vang Pao Park MP and Playground\2615 CAD\CDs\SHEETS\2615-L2.2-CONS-DETS.dwg FILE NAME: 7:13 PM - February 26, 2026 PLOT DATE: 820 BROADWAY ST. CHICO, CA 95928 (530) 899-1616 meltondg.com © MELTON DESIGN GROUP INC COPYRIGHT 2025 65% REVIEW 2025-11-17 95% REVIEW 2026-02-16 31 BID SET 2026-02-27 CONSTRUCTION DETAILS - ALTERNATES L2.8 NOT FOR ALTERNATE SHADE STRUCTURE NOTE: DOCUMENT NOT FOR CONSTRUCTION - ENGINEERED DRAWINGS WITH FOOTING DESIGN WILL BE PROVIDED AFTER PURCHASE- APPROXIMATE SIZE OF EACH FOOTING IS 3' O.D, X 4' DEEPCONSTRUCTION STEEL SHADE STRUCTURE - BID ALTERNATE 1L2.8 23
SYMBOL CODE BOTANICAL NAME COMMON NAME SIZE WATER USE QTY TREES AG ACER GRISEUM PAPERBARK MAPLE 15 GAL MEDIUM 7 AA2 ACER X FREEMANII `JEFFERSRED` AUTUMN BLAZE® FREEMAN MAPLE 15 GAL MEDIUM 9 AM3 ARBUTUS X `MARINA` MARINA STRAWBERRY TREE MULTI-TRUNK 15 GAL LOW 6 CD CEDRUS DEODARA DEODAR CEDAR 15 GAL LOW 3 CA CEDRUS DEODARA `AUREA` GOLDEN DEODAR CEDAR 15 GAL LOW 2 GB GINKGO BILOBA 'AUTUMN GOLD' MAIDENHAIR TREE 15 GAL MEDIUM 7 PC PINUS CANARIENSIS CANARY ISLAND PINE 15 GAL LOW 3 UP ULMUS PARVIFOLIA LACEBARK ELM 15 GAL LOW 4 SHRUBS AT ARCTOSTAPHYLOS X 'HOWARD MCMINN' HOWARD MCMINN MANZANITA 5 GAL LOW 3 BB BOUTELOUA GRACILIS 'BLONDE AMBITION' BLONDE AMBITION BLUE GRAMA 1 GAL LOW 31 CB CAREX BARBARAE VALLEY SEDGE 1 GAL LOW 74 CE CAREX OSHIMENSIS 'EVERGOLD' EVERGOLD JAPANESE SEDGE 1 GAL LOW 9 CT CHONDROPETALUM TECTORUM 'EL CAMPO' SMALL CAPE RUSH 1 GAL LOW 28 JP JUNCUS PATENS 'ELK BLUE' CALIFORNIA GRAY RUSH 1 GAL LOW 57 JB JUNIPERUS HORIZONTALIS 'BLUE RUG' BLUE RUG JUNIPER 1 GAL LOW 29 LL LOMANDRA X `LOMLON` LIME TUFF™ DWARF MAT RUSH 1 GAL LOW 41 MP MYOPORUM PARVIFOLIUM TRAILING MYOPORUM 1 GAL LOW 22 RC RHAMNUS CALIFORNICA 'EVE CASE' EVE CASE COFFEEBERRY 1 GAL LOW 7 GROUND COVERS TH TURF HYDROSEED DROUGHT TOLERANT FESCUE BLEND SEED 15,877 SF PLANT SCHEDULE
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LIMIT OF WORK - PH I PROJECT NUMBERS SHEET NUMBER NO. DESCRIPTION DATE LICENSE CONSULTANT CLIENT PROJECT SHEET TITLE DATES CITY OF MERCED 1. 2. 3. 4. 5. 6. 7. 8.GENERAL VANG PAO MEMORIAL PARK - PHASE I MELTON DESIGN GROUP: 2615 CONSULTANT: CP240049 SHEET ___ OF ___ G:\MDG(2600-2699)\2615 General Vang Pao Park MP and Playground\2615 CAD\CDs\SHEETS\2615-L3.0-PLNT.dwg FILE NAME: 7:13 PM - February 26, 2026 PLOT DATE: 820 BROADWAY ST. CHICO, CA 95928 (530) 899-1616 meltondg.com © MELTON DESIGN GROUP INC COPYRIGHT 2025 65% REVIEW 2025-11-17 95% REVIEW 2026-02-16 31 BID SET 2026-02-27 Know what's BELOW CALL before you dig.
R PLANTING PLAN L3.0
NORTH
0 10 20 SCALE: 1" = 10' SOUTH ENTRANCE - PLANTING 24 @30x42 1. UPON APPROVAL OF THE LANDSCAPE DOCUMENTATION PACKAGE, SUBMIT A COPY OF THE WATER EFFICIENT LANDSCAPE WORKSHEET TO THE LOCAL WATER PURVEYOR. 2. "I HAVE COMPLIED WITH THE CRITERIA OF THE MODEL WATER EFFICIENT LANDSCAPE ORDINANCE AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE LANDSCAPE DESIGN AND IRRIGATION DESIGN PLANS." SIGNED _____________________ PRINTED NAME: LANDSCAPE DOCUMENTATION NOTES 3. UPON COMPLETION PROVIDE CERTIFICATION BY EITHER THE SIGNER OF THE LANDSCAPE DESIGN PLAN, THE SIGNER OF THE IRRIGATION DESIGN PLAN, OR THE LICENSED LANDSCAPE CONTRACTOR THAT THE LANDSCAPE PROJECT HAS BEEN INSTALLED PER THE APPROVED LANDSCAPE DOCUMENTATION PACKAGE.
PROJECT NUMBERS SHEET NUMBER NO. DESCRIPTION DATE LICENSE CONSULTANT CLIENT PROJECT SHEET TITLE DATES CITY OF MERCED 1. 2. 3. 4. 5. 6. 7. 8.GENERAL VANG PAO MEMORIAL PARK - PHASE I MELTON DESIGN GROUP: 2615 CONSULTANT: CP240049 SHEET ___ OF ___ G:\MDG(2600-2699)\2615 General Vang Pao Park MP and Playground\2615 CAD\CDs\SHEETS\2615-L3.1-PLNT-DETS.dwg FILE NAME: 7:13 PM - February 26, 2026 PLOT DATE: 820 BROADWAY ST. CHICO, CA 95928 (530) 899-1616 meltondg.com © MELTON DESIGN GROUP INC COPYRIGHT 2025 65% REVIEW 2025-11-17 95% REVIEW 2026-02-16 31 BID SET 2026-02-27 PLANTING DETAILS L3.1 TREE PLANTING AND STAKING NTS 1L3.1 SHRUB PLANTING
1 2
3 5
6 BARK MULCH PER PLAN. 1 WATER RETENTION BERM, PROVIDE POSITIVE DRAINAGE AWAY FROM ROOTBALL. 2 FERTILIZER TABLETS, AS PER SPECIFICATIONS.34 PLANTING PIT TO BE TWICE THE DIAMETER OF ROOTBALL. REFER TO SPECIFICATIONS FOR BACKFILL MIX.5 FINISH GROUNDCOVER GRADE.6 4 ROOT BALL, SET CROWN 1" ABOVE GRADE. NTS
2L3.1 PLAN SECTION VIEW
EQ.
EQ.
1 2
3 4
5 6
7 FINISH SURFACE WITH 3" OF TOP DRESSING OF MULCH. SEE SPECS. 1 SOIL BELOW MULCH 2 AMENDED SOIL. SEE PLANS FOR SOIL PREPARATION.3 EXISTING SOIL4 GROUNDCOVER PLANTS TO BE TRIANGULARLY SPACED, ROWS OFFSET 86% PLANT DISTANCE.5 MULCH PER PLAN.6 ADJACENT PAVING PER PLAN.7NOTES: 1. SEE PLANTING LEGEND FOR GROUNDCOVER SPECIES AND SIZE. 2. SETTLE SOIL AROUND ROOT BALL OF EACH GROUNDCOVER PRIOR TO MULCHING. 6" MIN GROUND COVER PLANTING
86%
DISTANCE L3.1 3 PLANTING NOTES 1. VERIFY EXACT LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. 2. ALL PLANT MATERIAL TO BE SET UP FOR REVIEW BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. NO SUBSTITUTIONS FOR PLANT MATERIAL WILL BE ALLOWED UNLESS PRIOR ARRANGEMENTS HAVE BEEN APPROVED BY LANDSCAPE ARCHITECT. IN THE EVENT OF PLANT MATERIAL UNAVAILABILITY, CONTACT LANDSCAPE ARCHITECT FOR ALTERNATIVE SOURCES OR APPROVED SPECIES SUBSTITUTION. 3. PLANT QUANTITIES ARE FOR CONVENIENCE OF THE CONTRACTOR. CONTRACTOR TO CONFIRM EXACT NUMBER. 4. TREE STAKES ARE TO BE PLACED PERPENDICULAR TO PREVAILING WINDS. REMOVE NURSERY STAKES, REPLACE WITH STAKES PER DETAIL. TREE TIES SHALL BE CINCH-TIE OR EQUAL. 5. ALL TREE, SHRUB AND GROUND COVER PLANTINGS TO HAVE 3" MINIMUM DEPTH BARK MULCH OR DECOMPOSED GRANITE PLACED AROUND PLANT BASE PER PLANTING DETAILS. SEE CONSTRUCTION PLAN. 6. REFER TO PLANS, DETAILS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION. 7. PLANT MATERIAL SHALL BE BID ON THE BASIS OF SPECIES AND CONTAINER SIZE, NOT ON CONTAINER SIZE ALONE. 1. AFTER MASS GRADING IS COMPLETED AND PRIOR TO THE INITIATION OF ANY LANDSCAPE WORK, CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A SOIL FERTILITY REPORT WITH AMENDMENT RECOMMENDATIONS AND SUBMITTING THE RESULTS FOR APPROVAL TO THE LANDSCAPE ARCHITECT AND OWNER'S REPRESENTATIVE. 2. UPON RECEIPT OF APPROVED SUBMITTAL FROM THE LANDSCAPE ARCHITECT AND OWNER'S REPRESENTATIVE, ALL PLANTING AREAS SHALL BE AMENDED PER SOIL REPORT RECOMMENDATIONS (OR AS MODIFIED BY THE LANDSCAPE ARCHITECT) PRIOR TO THE INSTALLATION OF ANY PLANTING MATERIAL. 3. CLEAN TOOLS SHALL BE USED WHEN COLLECTING SOIL SAMPLES. ALL SAMPLES TO BE TAKEN FROM A SOIL DEPTH OF 12 INCHES. 4. SOIL SAMPLES FOR THE FERTILITY ANALYSIS TO BE OBTAINED FROM THE FOLLOWING AREAS: A. ONE SAMPLE FROM A PROPOSED PLANTING AREA ON THE NORTH OF PROJECT. B. ONE SAMPLE FROM A PROPOSED PLANTING AREA ON THE SOUTH OF PROJECT. C. ONE SAMPLE FROM NEW FIELD TURF AREA ALL SAMPLES SHALL BE MIXED THOROUGHLY AS ONE AND SENT FOR A LANDSCAPE SOIL ANALYSIS. 5. ALONG WITH RECOMMENDATIONS, SOIL ANALYSIS SHALL INCLUDE THE FOLLOWING INFORMATION: A. SOIL TEXTURE B. SOIL INFILTRATION RATE C. SOIL PH D. TOTAL SOLUBLE SALTS E. SODIUM F. PERCENT OF ORGANIC MATTER SOIL ANALYSIS NOTES HYDROSEED TURF NOTES 1. ALL IRRIGATION SHALL BE INSTALLED, COVERAGE TEST PERFORMED, AUDIT PERFORMED, AND ALL ADJUSTMENTS MADE PRIOR TO HYDROSEED OPERATIONS. 2. APPLY HYDROSEED PER HYDROSEEDING SPECIFICATIONS 02905.10. 3. 6 - 8 WEEKS AFTER HYDROSEEDING, OR AFTER THE FIRST MOWING: APPLY FOLLOW-UP FERTILIZER (15-15-15) AT 7 LBS/1,000 SF. 4. HYDROSEED IN FALL (OCTOBER) TO THE EXTENT POSSIBLE. 1 23
1 3
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4 TREE PLANTING ON SLOPE - MERCED NTS ROOT BALL, CROWN HEIGHT PER CITY OF MERCED DETAIL PLANT PIT PER CITY OF MERCED DETAIL BACKFILL / AUGERED SOIL - COMPACTION PER CITY OF MERCED DETAIL EXISTING GRADE SLOPE NOTES: 1. FOR ALL BASIC TREE PLANTING INFORMATION INCLUDING BUT NOT LIMITED TO STAKING, TREE TIES, CONDITION AND SIZE OF TREE, FERTILIZER PELLETS, ETC. REFER TO CITY OF MERCED TREE PLANTING AND STAKING DETAIL L-1 ON THIS SHEET BASE OF TREE TO INTERSECT ORIGINAL SLOPE 5 WATER RETENTION BERM
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6 DECOMPOSED GRANITE OR MULCH PER PLANTING AND/OR CONSTRUCTION PLAN 6 L3.1 4 25
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LIMIT OF WORK - PH I LIMIT OF WORK - PH I LIMIT OF WORK - PH I LIMIT OF WORK - PH I LIMIT OF WORK - PH I LIMIT OF WORK - PH I POINT OF CONNECTION TO (E) MAIN LINE UPSTREAM OF (E) ISOLATION VALVE, MASTER VALVE AND FLOW SENSOR, DOWNSTREAM OF (E) BACKFLOW (E) 2" WATER METER INSTALL 3" MAIN LINE AND WIRE STUB-OUT WITH CAPS ON PIPE AND CONDUIT ENDS FOR PHASE II TURF FIELD IRRIGATION. INSTALL IN RECTANGULAR VALVE BOX WITH LOCK, MIN. SIZE 14" x 19", NDS OR APPROVED EQUAL (E) ASPHALT PATH (E) CONCRETE PATH ROTORS 2" CONTROLLER IN TOP-ENTRY PEDESTAL 1" (E) 2" BACKFLOW PREVENTER MV FS (E) TREE APPROX. LOCATION, ROUTE ALL PIPING AWAY FROM ROOTS (E) ISOLATION VALVE, MASTER VALVE AND FLOW SENSOR, CONFIRM LOCATIONS IN FIELD INSTALL TWO UNIONS IN VALVE BOX ON MAIN LINE (TYP 2 LOCATIONS 6 FT. APART) FOR FUTURE BOOSTER PUMP IN PHASE II. CONFIRM ORIENTATION AND LAYOUT WITH CITY PRIOR TO INSTALLING
60.83 1" PROGRAM VALVE 6 ON CONTROLLER TO RUN SIMULTANEOUSLY WITH OTHER SHRUB VALVES TO ACHIEVE MINIMUM FLOW FOR FLOW SENSOR RANGE (E) MAIN LINE, CONFIRM IN FIELD APPROX. 30% SLOPE DOWN INTO BASIN SYMBOL MANUFACTURER/MODEL/DESCRIPTION ARC PSI GPM RADIUS RAIN BIRD RWS-M-B-C- 1401 MINI ROOT WATERING SYSTEM WITH 4 IN. DIAMETER X 18 IN. LONG WITH LOCKING GRATE, SEMI-RIGID MESH TUBE AND RAIN BIRD 1401 0.25 GPM BUBBLER, WITH CHECK VALVE. INSTALL 2 PER TREE FOR TOTAL OF 0.5 GPM. 360 30 0.25 3' SYMBOL MANUFACTURER/MODEL/DESCRIPTION PSI GPM RADIUS HUNTER I-20-12 8.0 SHRUB ROTOR, 12IN. POP-UP. ADJUSTABLE AND FULL CIRCLE. PLASTIC RISER. DRAIN CHECK VALVE. STANDARD NOZZLE. 25 6 37' SYMBOL MANUFACTURER/MODEL/DESCRIPTION PIPE TRANSITION POINT TO FLEX TUBING AND EMITTERS TRANSITION FROM PVC LATERAL TO IPS FLEX PIPE AND POINT-SOURCE EMITTERS FOR SHRUBS. - POINT-SOURCE EMITTERS SHALL BE RAIN BIRD PCT-05 1/2" FPT INLET 5 GALLON-PER-HOUR EMITTERS (0.083 GPM). - EMITTERS NOT SHOWN; CONTRACTOR SHALL PLACE IPS TUBING AND EMITTER TO EVERY PLANT SHOWN IN THE PLANTING PLAN EXCEPT HYDROSEED. SEE DETAIL. SYMBOL MANUFACTURER/MODEL/DESCRIPTION HUNTER ICV-G + HUNTER TWO-WIRE DECODER 1IN., 1-1/2IN., 2IN., AND 3IN. PLASTIC ELECTRIC REMOTE CONTROL VALVES, GLOBE CONFIGURATION, WITH NPT THREADED INLET/OUTLET - INSTALL HUNTER ICD DECODER INSIDE VALVE BOX ISOLATION VALVE - SIZE PER PIPE SIZE. - 2" AND SMALLER - WILKINS 850-XL FULL PORT BRONZE BALL VALVE WITH "T" HANDLE. - 2-1/2" AND LARGER - NIBCO 619-RW-SON FLANGED GATE VALVE WITH SQ. OP. NUT. GRISWOLD 2230 2" 2" PRESSURE REDUCING, NORMALLY CLOSED MASTER VALVE. CAST IRON AND BRONZE MATERIAL. NPT END CONNECTION. - INSTALL WITH HUNTER ICD-100 SINGLE-STATION DECODER. ASSIGN TO CONTROLLER AS MASTER VALVE PER MANUFACTURER'S INSTRUCTIONS. HUNTER PED-SS-A2C-75D-SS AND A2C-LTEM 75-STATION DECODER CONTROLLER IN AN OUTDOOR STAINLESS STEEL PEDESTAL, AND CELLULAR COMMUNICATION MODULE FOR CONNECTION TO CENTRALUS CLOUD CONTROL. - CONTRACTOR SHALL INSTALL ICD DECODERS AT ALL VALVES AND PROGRAM WITH CONTROLLER - CONTRACTOR SHALL INSTALL CONTROLLER GROUNDING AND 2-WIRE PATH GROUNDING PER MANUFACTURER'S REQUIREMENTS AND PER MDG SPECIFICATIONS HUNTER WSS-SEN WIRELESS SOLAR, RAIN, FREEZE SENSOR WITH OUTDOOR INTERFACE, INSTALL SENSOR AS SHOWN ON PLAN. - ORDER WR-GUARD RECEIVER GUARD SEPARATELY AND INSTALL WITH RECEIVER ON CONTROLLER PEDESTAL PER MANUFACTURER'S INSTRUCTIONS, FACING DIRECTION OF SENSOR. PROGRAM WITH CONTROLLER. FLOMEC QS200-20 2" 2 IN. INSERTION FLOW METER, SCHEDULE 80 PVC HOUSING. 0.92 GPM-138 GPM RANGE, MAX. OPERATING PRESSURE 150 PSI. 2-WIRE CONNECTOR W/ LED INDICATORS FOR POWER AND PULSE. - INSTALL WITH HUNTER ICD-SEN FLOW SENSOR DECODER. IRRIGATION LATERAL LINE: PVC SCHEDULE 40 FOR UP TO 2", CLASS 315 FOR 2 1/2" AND LARGER IRRIGATION MAINLINE: PVC SCHEDULE 40 FOR UP TO 2", CLASS 315 FOR 2 1/2" AND LARGER. WITH 12 AWG HUNTER ID2 TWO-WIRE CABLE IN CONDUIT (SHOWN ADJACENT TO MAIN LINE) PIPE SLEEVE: PVC SCHEDULE 40 SCHEDULE 40 PVC AT 2X LINE SIZE FOR LATERALS, CONDUIT, AND MAINLINE UNDER ALL PAVING, TYPICAL, WHETHER SHOWN OR NOT. COORDINATE LOCATIONS WITH GENERAL CONTRACTOR PRIOR TO PAVING INSTALLATION. WIRES AND MAINLINE SHALL BE PLACED ON SEPARATE SLEEVES. 8.0 Valve Number Valve Flow in GPM Valve Size Valve Callout #
# #" IRRIGATION SCHEDULE WIRE FOR POWER TO NEW CONTROLLER, FROM (E) LIGHT POLE AS SHOWN LIMIT OF WORK - PH I
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LIMIT OF WORK - PH I TREES SHRUBS SHRUBS SLEEVE AS KEEP LATERALS OUT OF NEEDEDPOUR-IN-PLACE RUBBER, EXCEPT WHERE CROSSINGS ARE SHOWN WITH SLEEVES 572 2"TREES ROTORS 1" CONTROLLER IN TOP-ENTRY PEDESTAL INSTALL RAIN/FREEZE SENSOR ON (E) LIGHT POLE, MIN. 14' HIGH. CONFIRM LOCATION WITH CITY 1" 1 1 4"
4 8 1"
112.5 1" 1
1 4" 1" 1" 1
1 4"
213.4 1" 1"
1 1
4"
313.7 1"
1 1
4" 1
1 4" RUN POWER IN MIN. 1" CONDUIT FROM STREET LIGHT, INSTALL IN SAME TRENCHES AS IRRIGATION LATERALS/MAIN LINE WHEN POSSIBLE. CONDUIT SHALL BE PER ELECTRICAL PLAN L5.0 (E) CONCRETE BEING REPLACED; INSTALL SLEEVE IF NEEDED PRIOR TO CONCRETE INSTALLATION 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 1"3" 1 1
4" 1
1 4" 2" 2"
2 1
2" 3"
2 1
2" 1
1 2" 1" 8.0 PROJECT NUMBERS SHEET NUMBER NO. DESCRIPTION DATE LICENSE CONSULTANT CLIENT PROJECT SHEET TITLE DATES CITY OF MERCED 1. 2. 3. 4. 5. 6. 7. 8.GENERAL VANG PAO MEMORIAL PARK - PHASE I MELTON DESIGN GROUP: 2615 CONSULTANT: CP240049 SHEET ___ OF ___ G:\MDG(2600-2699)\2615 General Vang Pao Park MP and Playground\2615 CAD\CDs\SHEETS\2615-L4.0-IRRG.dwg FILE NAME: 7:13 PM - February 26, 2026 PLOT DATE: 820 BROADWAY ST. CHICO, CA 95928 (530) 899-1616 meltondg.com © MELTON DESIGN GROUP INC COPYRIGHT 2025 65% REVIEW 2025-11-17 95% REVIEW 2026-02-16 31 BID SET 2026-02-27 IRRIGATION PLAN Know what's BELOW CALL before you dig.
R 1. THIS SYSTEM IS DESIGNED FOR A MAXIMUM DEMAND OF 40 GPM AND 45 PSI AT POINT OF CONNECTION WITH A 10-HOUR WATER WINDOW. THE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY EXISTING CONDITIONS. COORDINATE WITH OWNER TO REVIEW IRRIGATION SYSTEM PRIOR TO START OF WORK. IN THE EVENT THAT EXISTING CONDITIONS ARE DIFFERENT THAN STATED, CONTACT LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. SEE CONTRACT DOCUMENTS. 2. THE INTENT OF THIS IRRIGATION SYSTEM IS TO PROVIDE THE MINIMUM AMOUNT OF WATER REQUIRED TO SUSTAIN GOOD PLANT HEALTH. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROGRAM THE IRRIGATION CONTROLLER BASED ON RECOMMENDATIONS FROM THE LANDSCAPE WATER AUDIT AND AS REQUIRED BY THE 2025 UPDATED MODEL WATER EFFICIENT LANDSCAPE ORDINANCE, CALIFORNIA CODE OF REGULATIONS TITLE 23, DIVISION 2, CHAPTER 2.7 AND EXISTING FIELD CONDITIONS. THE CONTRACTOR SHALL MAKE SCHEDULING ADJUSTMENTS AS NEEDED TO ACHIEVE THE MOST EFFICIENT APPLICATION OF WATER BASED ON PLANT TYPE, WATER USE REQUIREMENTS, SOIL TYPE, GRADES, SUN EXPOSURE, SHADE, WIND, ETC. 3. THIS DRAWING IS DIAGRAMMATIC. IRRIGATION COMPONENTS SHOWN BENEATH PAVING, UTILITIES, PLANTINGS, ETC. ARE FOR GRAPHIC CLARITY ONLY. PLACE ALL PIPING, VALVES, AND OTHER IRRIGATION COMPONENTS WITHIN THE ADJACENT PLANTER EXCEPT WHERE PIPES CROSSOVER BENEATH PAVING, STRUCTURES, WALLS, ETC. THE CONTRACTOR SHALL PLACE PIPING TO PREVENT CONFLICT WITH UTILITIES, TREE LOCATIONS, PLANTING, HARDSCAPE COMPONENTS, WATER PLAY FEATURES, PLAY AREAS AND FURNISHINGS. SEE PLANTING PLAN FOR PLANT COUNT AND LAYOUT. REFER TO CONTRACT DOCUMENTS FOR PROJECT SCOPE. 4. THE CONTRACTOR SHALL PROVIDE COMPLETE RECORD DRAWINGS TO OWNER AT COMPLETION OF PROJECT AND AS REQUIRED BY CONTRACT DOCUMENTS. 5. THE IRRIGATION SYSTEM IS DESIGNED TO OPERATE AT THE FOLLOWING PRESSURES: MP ROTATORS: 30-40 PSI; DRIP TREE RINGS - 25 PSI; SHRUB DRIP LINE - 25 PSI. ALL IRRIGATION SHALL BE INSTALLED BY CONTRACTOR AT THE LOCATIONS INDICATED ON THE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY DEVIATION WHICH MAY AFFECT THE SPACING OR LOCATION OF THE IRRIGATION LAYOUT. 6. CONTRACTOR SHALL BE RESPONSIBLE TO SLEEVE ALL MAIN LINES AND LATERAL LINES WHEN CROSSING BENEATH PAVEMENT, WALKWAYS, BUILDINGS, WALLS, ETC. WHETHER OR NOT SHOWN ON THE IRRIGATION PLAN. COORDINATE LOCATIONS WITH GENERAL CONTRACTOR PRIOR TO PAVING INSTALLATION, AND WITH OTHER TRADES AS NECESSARY. SIZE PER PLAN AND/OR AS NEEDED BASED ON THE NUMBER OF IRRIGATION LINES AND SIZES. WIRES AND MAINLINE SHALL BE PLACED ON SEPARATE SLEEVES. CONTRACTOR SHALL SUBMIT SLEEVING PLAN TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO PROJECT START. 7. ALL IRRIGATION REMOTE CONTROL VALVES, QUICK COUPLER VALVES, ELECTRIC PULL BOXES SHALL BE INSTALLED IN PLANTED AREAS AND IN VALVE BOXES. NO VALVES/VALVE BOXES SHALL BE INSTALLED IN PAVED AREAS OR IN TURF AREAS. VALVE BOXES AND LIDS SHALL BE GREEN, UNLESS IN DECOMPOSED GRANITE OR COBBLE, IN WHICH CASE VALVE BOXES AND LIDS SHALL BE TAN. 8. WHENEVER POSSIBLE, MAIN LINE AND LATERALS SHALL NOT BE RUN THROUGH DECOMPOSED GRANITE. 9. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE A COMPLETE LANDSCAPE WATER AUDIT PER REQUIREMENTS SET FORTH IN THE 2025 UPDATED MODEL WATER EFFICIENT LANDSCAPE ORDINANCE, CALIFORNIA CODE OF REGULATIONS TITLE 23, DIVISION 2, CHAPTER 2.7. CONTRACTOR SHALL MAKE FINAL ADJUSTMENTS TO THE IRRIGATION SYSTEM BASED ON LANDSCAPE WATER AUDIT RECOMMENDATIONS. SEE CONTRACT DOCUMENTS. 10. MAIN LINE PIPE SIZES AS NOTED. LATERAL PIPE END RUNS SHALL BE 1" PIPE. 11. SEE CONTRACT DOCUMENTS, SPECIFICATIONS AND DETAILS FOR ADDITIONAL INFORMATION. 12. CONTRACTOR SHALL REPLACE ANY BROKEN PARTS OF ALL SALVAGED AND RELOCATED IRRIGATION EQUIPMENT AND PIPES, AND SHALL VERIFY FUNCTIONALITY OF PIPES AND EQUIPMENT AFTER REINSTALLATION IN PROPOSED LOCATIONS BY TURNING ON VALVES AND OBSERVING PROPER WATER FLOW. IRRIGATION NOTES: WIRING NOTES - TWO-WIRE SYSTEM 1. UPON APPROVAL OF THE LANDSCAPE DOCUMENTATION PACKAGE, SUBMIT A COPY OF THE WATER EFFICIENT LANDSCAPE WORKSHEET TO THE LOCAL WATER PURVEYOR. 2. "I HAVE COMPLIED WITH THE CRITERIA OF THE MODEL WATER EFFICIENT LANDSCAPE ORDINANCE AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE LANDSCAPE DESIGN AND IRRIGATION DESIGN PLANS." SIGNED _____________________ PRINTED NAME: LANDSCAPE DOCUMENTATION NOTES 3. UPON COMPLETION PROVIDE CERTIFICATION BY EITHER THE SIGNER OF THE LANDSCAPE DESIGN PLAN, THE SIGNER OF THE IRRIGATION DESIGN PLAN, OR THE LICENSED LANDSCAPE CONTRACTOR THAT THE LANDSCAPE PROJECT HAS BEEN INSTALLED PER THE APPROVED LANDSCAPE DOCUMENTATION PACKAGE. 1. WIRING SHALL BE INSTALLED IN 1 1 2" PVC SCHEDULE 40 CONDUIT (SIZE PER PLAN) AND SHALL OCCUPY THE SAME TRENCH AND SHALL BE INSTALLED ALONG THE SAME ROUTE AS THE PRESSURE SUPPLY LINE WHEREVER POSSIBLE. 2. A ONE-QUARTER (1/4) INCH POLYPROPYLENE PULL ROPE SHALL BE INSTALLED ALONG THE ENTIRE LENGTH OF THE CONDUIT RUN AND INTO EACH VALVE BOX AND PULL BOX. 3. AN EXPANSION CURL SHALL BE PROVIDED WITHIN THREE (3) FEET OF EACH WIRE CONNECTION. EXPANSION CURL SHALL BE EIGHTEEN (18) INCHES IN LENGTH AT EACH SPLICE CONNECTION AND AT EACH ELECTRIC CONTROL VALVE SO THAT IN CASE OF REPAIR, THE VALVE BONNET OR SPLICE MAY BE BROUGHT TO THE SURFACE WITHOUT DISCONNECTION OF THE CONTROL WIRES. 4. INSTALL PULL BOXES AT 150' INTERVALS AND AT EACH 5TH CHANGE IN DIRECTION, WHICHEVER COMES FIRST. KEEP OUT OF ALL TURF FIELD PLAYING SURFACES. REMOTE CONTROL VALVE BOXES MAY BE USED AS WIRE PULL BOXES. INSTALL CARSON 910 GRAY ELECTRIC PULL BOXES. SEE VALVE BOX LAYOUT DETAIL FOR ARRANGEMENT AND MAXIMUM NUMBER OF VALVE BOXES IN BANKS. 5. ALL SPLICES SHALL BE MADE IN EITHER A VALVE BOX OR SPLICE BOX, WITH VANDAL-RESISTANT BOLT-DOWN LID. ALL SPLICES SHALL BE MADE WITH DBR/Y6 WATERPROOF CONNECTORS (OR EQUAL) AND AS PER MANUFACTURER'S SPECIFICATIONS. 6. USE ONE WATERPROOF CONNECTOR PER WIRE CONNECTION. 7. CONTRACTOR SHALL INSTALL ALL WIRING PER MANUFACTURER'S SPECIFICATIONS.
NORTH
0 20 40 SCALE: 1" = 20' L4.0 EXISTING TREES SHALL BE PROTECTED PER TREE PROTECTION MEASURES AND DETAIL ON EXISTING CONDITIONS AND DEMOLITION PLAN, SHEET L1.1. TREE PROTECTION
MATCH LINE THIS SHEET
MATCH LINE THIS SHEET LEGEND NOTES: 1. ALL EQUIPMENT SPECIFIED SHALL BE PURCHASED, OR APPROVED EQUAL. 2. DO NOT BID, ORDER MATERIALS, OR INSTALL SYSTEM BEFORE READING THE IRRIGATION NOTES, WIRING NOTES, AND SPECIFICATIONS IN THEIR ENTIRETY. THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL REVISIONS DUE TO FAILURE TO DO SO. 26
PROJECT NUMBERS SHEET NUMBER NO. DESCRIPTION DATE LICENSE CONSULTANT CLIENT PROJECT SHEET TITLE DATES CITY OF MERCED 1. 2. 3. 4. 5. 6. 7. 8.GENERAL VANG PAO MEMORIAL PARK - PHASE I MELTON DESIGN GROUP: 2615 CONSULTANT: CP240049 SHEET ___ OF ___ G:\MDG(2600-2699)\2615 General Vang Pao Park MP and Playground\2615 CAD\CDs\SHEETS\2615-L4.1-IRRG-DETS.dwg FILE NAME: 7:13 PM - February 26, 2026 PLOT DATE: 820 BROADWAY ST. CHICO, CA 95928 (530) 899-1616 meltondg.com © MELTON DESIGN GROUP INC COPYRIGHT 2025 65% REVIEW 2025-11-17 95% REVIEW 2026-02-16 31 BID SET 2026-02-27 IRRIGATION DETAILS L4.1 CONTROLLER IN TOP ENTRY ENCLOSURE NOT TO SCALE 7 FAN OPTION PER MANUFACTURER SPECIFICATIONS GFI OUTLET AND SWITCH TRANSIENT PROTECTION BOARD #6 AWG GROUNDING WIRE TO EARTH GROUND 120VAC JUNCTION BOX FINISH GRADE 1 3
4 5
6 8
9 1311 10
1 2
3 4
567 24" X 24" X 8" CONCRETE BASE 3" PVC SCHEDULE 40 CONDUIT AND FITTINGS FOR VALVE WIRES AND SENSOR CABLE 1-1/2" PVC SCHEDULE 40 CONDUIT AND FITTINGS FOR EARTH GROUND 1-1/2" PVC SCHEDULE 40 CONDUIT AND CAP - EMPTY FOR FUTURE, NOT SHOWN. CONTRACTOR TO INSTALL. 1-1/2" PVC SCHEDULE 40 CONDUIT - 120V POWER SUPPLY UNDISTURBED SUBGRADE OR COMPACTED BACKFILL PER SPECIFICATIONS 1113 91012
8 14 14 SIDE VIEW FRONT VIEW
2 38" 12" 24" CONTROLLER IN TOP ENTRY ENCLOSURE PER PLAN SET TOP OF CONCRETE BASE 3-1/2" ABOVE FINISH GRADE 1L4.1 NOTE: 1. DO NOT INSTALL ANY OTHER WIRES OR CABLE WITHIN THE SPHERE OF INFLUENCE OF THE GROUNDING ELECTRODES. 2. EARTH-TO-GROUND RESISTANCE SHALL BE NO MORE THAN 10 OHMS. IF RESISTANCE IS MORE THAN 10 OHMS, INSTALL ADDITIONAL GROUND PLATES USING ASIC GUIDELINES 100-2002. 3. EARTH-TO-GROUND SHALL BE TESTED AND CERTIFIED BY APPROVED REPRESENTATIVE OF THE OWNER 5 6
1 1 CONTROLLER - 0 TO 64 STATIONS; SEE CONTROLLER DETAIL 1 COPPER GROUND PLATE(S) (4" X 96" X 0.0625) WITH 25' OF 6 AWG BARE COPPER WIRE FACTORY ATTACHED. CONNECT WIRE TO ELECTRONIC EQUIPMENT GROUND LUG (USE BRASS SPLIT BOLT TO CONNECT TWO OR MORE WIRES AS NEEDED). 2 #6 AWG BARE COPPER WIRE; INSTALL IN AS STRAIGHT A LINE AS POSSIBLE. WHEN MAKING TURNS USE A SWEEPING BEND WITH A MINIMUM RADIUS OF 8" AND A MINIMUM INCLUDED ANGLE OF 90° 5 5/8" X 10' COPPER GROUND ROD - DRIVE INTO GROUND AT A VERTICAL POSITION OR OBLIQUE ANGLE (NOT TO EXCEED 45°) 10' FROM ELECTRONIC EQUIPMENT. CONNECT A 6 AWG BARE COPPER WIRE TO THE GROUND ROD USING A CADWELD, MODEL GR1161G "ONE-SHOT" WELDING KIT 100 LBS EARTH CONTACT MATERIAL, PAIGE ELECTRIC MODEL "POWER SET" OR APPROVED EQUAL. SPREAD EVENLY ALONG COPPER PLATE LENGTH AS PER MANUFACTURER'S SPECIFICATIONS. 4 2
2 EXOTHERMIC WELDING KIT SUCH AS CADWELD "ONE-SHOT", MODEL GR1161G OR APPROVED EQUAL. INSTALL PER MANUFACTURER'S SPECIFICATIONS. (NO SOLDER SHALL BE ALLOWED TO MAKE CONNECTIONS.) 3 3 ELECTRODE SPHERE OF INFLUENCE - INSTALL WIRES, CABLES AND ELECTRONIC EQUIPMENT OUTSIDE "THE SPHERE OF INFLUENCE" OF THE GROUNDING ELECTRODES 7 4
6 6 12" BELOW FINISH GRADE 8 30" BELOW FINISH GRADE
9 9
8 10 10 1-1/2" CONDUIT SWEEP WITH A MINIMUM RADIUS OF 8" AND A MINIMUM INCLUDED ANGLE OF 90° UNDISTURBED SUBGRADE; SOIL SURROUNDING COPPER ELECTRODES WITHIN THE SPHERE OF INFLUENCE SHALL BE KEPT AT A MINIMUM MOISTURE LEVEL OF 15% AT ALL TIMES 11 11 4 7
7 CONTROLLER EARTH GROUND, (0-64 STATIONS) SECTION VIEW PLAN VIEW 11' MIN. 10'
8'
8' NOT TO SCALE
2L4.1 IRRIGATION PULL BOX - TWO-WIRE NOT TO SCALE
1 2
3 4
5 6 FINISH GRADE
7 8
9 UNDISTURBED SUBGRADE
1 6
5 8
4 9
7 2 2-WIRE DECODER CABLE (12 AWG, LONG RANGE, HEAVY DUTY DECODER CABLE; HUNTER 'IDWIRE' OR APPROVED EQUAL). 11 SET TOP OF BOX ABOVE SUBGRADE: 3-1/4" DECOMPOSED GRANITE; 1-1/2" IN TURF. SET VALVE BOX HEIGHT TO MATCH GRADE OF ADJACENT HARDSCAPE. PLASTIC VALVE BOX WITH VANDAL-RESISTANT BOLT-DOWN LID. LID MARKED IRRIGATION. SEE FRESNO SPECIFICATIONS FOR ADDITIONAL DETAILS. 3 11 PROVIDE MIN. 24" SERVICE LOOP COILED NEATLY AROUND INSIDE OF VALVE BOX. 3/4" CRUSHED ROCK; 6" MINIMUM DEPTH, EXTEND 6" BEYOND VALVE BOX IN ALL DIRECTIONS CONDUIT TO CONTROLLER. PVC SCHEDULE 40 CONDUIT SWEEP ELBOWS WITH COUPLERS BOTH ENDS 10 PVC CONDUIT COUPLER. SOLVENT WELD TO CONDUIT PIPE ENDS. 10 1/4" GALVANIZED WIRE CLOTH, INSTALL ON TOP OF DRAIN ROCK AND EXTEND 6" BEYOND VALVE BOX IN ALL DIRECTIONS. NOTE: 1. SEE WIRING NOTES FOR PULL BOX LOCATIONS 2. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION SECTION VIEW CONDUIT TO CONTROLLER. PVC SCHEDULE 40 CONDUIT 18" 3L4.1 13 13 FINISH GRADE SET TOP OF BOX TO ALLOW FOR FINISH SURFACE IN PLANTER OR DECOMPOSED GRANITE. ALLOW 3" BETWEEN TOP OF THE INTERIOR VALVE BOX COVER AND PVC PIPE. GREEN PLASTIC VALVE BOX WITH LOC-KIT AND L-BOLT; CARSON MODEL 910 OR APPROVED EQUAL 12 3
5 6
7 8
910
4 11 NOTES: 1. GATE VALVES 2" AND SMALLER SHALL BE THREADED. 2. WHEN THE MAIN LINE IS TERMINATED AT THE VALVE, EXTEND MAIN LINE 48" BEYOND VALVE BOX AND CAP. 12 6 6" 11
3 8
5 6
710
9 1 4
2 6"
8 10" DIAMETER PVC PIPE; LENGTH AS NEEDED. CUT TOP OF PVC PIPE SQUARE AND CLEAN OF ALL ROUGH EDGES AND BURRS. 3/4" CRUSHED ROCK; 6" MINIMUM DEPTH. EXTEND 6" BEYOND VALVE BOX ALL DIRECTIONS. BRASS BALL VALVE, FULL PORT- 2" AND SMALLER WITH "T" HANDLE. WHEEL HANDLES ARE NOT ALLOWED. SEE SPECIFICATIONS. PVC SCHEDULE 40 OR CLASS 315 MAIN LINE AS PER PLANS PVC SCHEDULE 80 COUPLER PVC SCHEDULE 80 T.O.E. NIPPLE, MIN. 6" LENGTH INSTALL 1/4" GALVANIZED WIRE CLOTH AT BOTTOM OF 10" PIPE AND SECURE TO SIDES ABOVE PIPE OPENING. TRIM OPENING FOR EQUIPMENT/PIPES AS NEEDED. SAND BACKFILL, 6" ABOVE AND 6" BELOW MAIN LINE PER SPECIFICATIONS 14 IRRIGATION WATER ID TAG; T.CHRISTY MODEL ID-MAX-B2-NP012 IRRIGATION DETECTABLE MARKING TAPE, T.CHRISTY OR APPROVED EQUAL. PLACE TAPE ON TOP OF SAND. 14 12 LEAVE MINIMUM 2" CLEAR SPACE BETWEEN BOTTOM OF VALVE AND FITTINGS AND TOP OF DRAIN ROCK. 15 15 ISOLATION VALVE 2" AND SMALLER NOT TO SCALE SECTION VIEW 11 4L4.1 FINISH GRADE SET TOP OF BOX TO ALLOW FOR FINISH SURFACE IN PLANTER OR DECOMPOSED GRANITE. ALLOW 3" BETWEEN TOP OF THE INTERIOR VALVE BOX COVER AND PVC PIPE. GREEN PLASTIC VALVE BOX WITH BOLT DOWN LOC-KIT; CARSON MODEL 910 OR APPROVED EQUAL 1 23
4 10" DIAMETER PVC PIPE; LENGTH AS NEEDED. CUT TOP OF PVC PIPE SQUARE AND CLEAN OF ALL ROUGH EDGES AND BURRS. TRIM PIPE AT VALVE TO PROVIDE 1" CLEARANCE AROUND CLAMPS. 3/4" CRUSHED ROCK; 6" MINIMUM DEPTH INSTALL 1/4" GALVANIZED WIRE CLOTH AT BOTTOM OF 10" PIPE AND SECURE TO SIDES ABOVE PIPE OPENING. TRIM OPENING FOR EQUIPMENT/PIPES AS NEEDED. PVC SCHEDULE 40 OR CLASS 315 MAIN LINE AS PER PLAN 5 6
7 8
91011
6 6" 10
9 3
8 7
56 1
4 2 6" SAND BACKFILL, 6" ABOVE AND 6" BELOW MAIN LINE PER SPECIFICATIONS 11 FLANGED GATE VALVE WITH SQUARE OPERATING NUT; LEAVE 2" MINIMUM CLEAR SPACE BENEATH VALVE. PVC SCHEDULE 80 FLANGE AND BOLT/GASKET KIT. 10 12 12 IRRIGATION WATER ID TAG; T.CHRISTY MODEL ID-MAX-B2-NP012 13 NOTES: 1. WHEN THE MAIN LINE IS TERMINATED AT THE VALVE, EXTEND MAIN LINE 48" BEYOND VALVE BOX AND INSTALL SELF-RESTRAINED CAP, ROMAC ALPHA CAP OR APPROVED EQUAL. 1314 14 ISOLATION VALVE, 2-1/2" AND LARGER NOT TO SCALE SECTION VIEW LEAVE MINIMUM 2" CLEAR SPACE BETWEEN BOTTOM OF VALVE AND FITTINGS AND TOP OF DRAIN ROCK. IRRIGATION DETECTABLE MARKING TAPE, T.CHRISTY OR APPROVED EQUAL, PLACE TAPE ON TOP OF SAND (TYP). 5L4.1 SECTION VIEW 24" 6"
1 35
4 6
910 TRENCHING IN PLANTER - TWO-WIRE IN CONDUIT 1" = 1'-0" 2 7
8 6" 4" 18" FINISH GRADE PER LANDSCAPE PLAN. 1 MULCH LAYER PER LANDSCAPE PLAN. 2 APPROVED BACKFILL PER PLANTING PLAN.3 SAND BACKFILL; MINIMUM 6" ABOVE AND BELOW MAIN LINE WITH MINIMUM 6" BACKFILL.4 IRRIGATION MAIN LINE DETECTABLE MARKING TAPE. INSTALL ABOVE IRRIGATION MAIN LINE PIPE ON SAND BACKFILL. RUN ENTIRE LENGTH OF MAIN LINE AND ON ALL BRANCHES. T.CHRISTY OR APPROVED EQUAL5 DRIP LINE, INSTALL 4" BELOW FINISH GRADE AND STAKE EVERY THREE (3) FEET.6 IRRIGATION TWO-WIRE CABLE AND PULL ROPE, SEE SPECIFICATIONS. INSTALL IN CONDUIT PER CITY OF MERCED7 WIDTH AS REQUIRED TO MAINTAIN MINIMUM 4" HORIZONTAL SEPARATION FROM PIPE TO PIPE AND PIPE TO TRENCH WALL. NO PIPE SHALL BE LAID OVER ANOTHER.8 IRRIGATION MAIN LINE. SIZE AND TYPE PER PLAN. 24" MINIMUM COVER.9 PVC LATERAL, SIZE AND TYPE PER PLAN. 18" MINIMUM COVER. 10 6L4.1 SECTION VIEW
1 2
3 4
5 6
8 9 1110 12 NOTE: 1. SIDES OF TRENCH SHALL BE DUG SQUARE AND CLEAN OF ALL SHARP MATERIAL. TRENCHING BENEATH PATH OR PAVEMENT - TWO-WIRE IN CONDUIT VARIES 7 24" NOT TO SCALE 4" 4" 4" 4" 13 FINISH GRADE - SEE GRADING PLAN. 1 DECOMPOSED GRANITE PATH OR CONCRETE - SEE CONSTRUCTION PLAN. 2 SAND BACKFILL WITH 6" COVER ABOVE PIPE AND 6" BELOW PIPE.3 IRRIGATION TWO-WIRE CABLE AND PULL ROPE, SEE SPECIFICATIONS. INSTALL IN CONDUIT PER CITY OF MERCED.4 WIDTH AS NEEDED TO MAINTAIN A MINIMUM 4" HORIZONTAL SEPARATION BETWEEN PIPES. PIPES SHALL NOT BE LAID ON TOP OF ANOTHER, SEE SPECIFICATIONS.5 TRENCH BACKFILL: NATIVE SITE SOIL, COMPACTED TO ELIMINATE SETTLING, 95% RELATIVE DENSITY.6 MAIN LINE SLEEVING, TYPE AND SIZE PER PLAN. SEE SPECIFICATIONS.7 LATERAL SLEEVING, PVC PIPE, PVC TYPE AND SIZE PER PLAN. SEE SPECIFICATIONS.8 PVC MAIN LINE PER PLANS.9 PVC LATERAL LINE, TYPE AND SIZE PER PLAN. SEE SPECIFICATIONS. 10 SLEEVING DEPTH, 24" MINIMUM COVER BENEATH PAVING. 11 IRRIGATION MAIN LINE DETECTABLE MARKING TAPE. INSTALL ABOVE IRRIGATION MAIN LINE PIPE ON SAND BACKFILL. RUN ENTIRE LENGTH OF MAIN LINE AND ON ALL BRANCHES. T.CHRISTY OR APPROVED EQUAL 12 PAVEMENT SUBGRADE PER CONSTRUCTION PLAN 13 7L4.1 VALVE BOX LAYOUT 12" 12" 12" TYPICAL 12" EDGE OF LAWN, WALK, FENCE, CURB, BUILDING, ETC. RECTANGULAR VALVE BOX 1. CENTER VALVE BOX OVER REMOTE CONTROL VALVE TO FACILITATE SERVICING VALVE. 2. SET REMOTE CONTROL VALVE AND VALVE BOX ASSEMBLY IN LEVEL AREA OF PLANTER OR TURF AS SHOWN ON PLAN. NO IRRIGATION BOXES SHALL BE INSTALLED IN CONCRETE, SIDEWALKS, PATHS, ROAD WAYS, ETC.. 3. SET VALVE BOXES ON LEVEL BED, 6" DEEP OF 3/4" CRUSHED ROCK. PLACE 1/4" GALVANIZED WIRE MESH DIRECTLY BENEATH VALVE BOX ON TOP OF GRAVEL LEVELING BED. 4. SET BOXES PARALLEL TO EACH OTHER AND PERPENDICULAR TO EDGE OF LAWN, WALK, FENCE, CURB, BUILDING, ETC. 5. AVOID HEAVILY COMPACTING SOIL AROUND VALVE BOXES TO PREVENT COLLAPSE AND DEFORMATION OF VALVE BOX SIDES. 6. INSTALL VALVE BOX EXTENSION BY VALVE BOX MANUFACTURER AS REQUIRED TO COMPLETELY ENCLOSE VALVE ASSEMBLY. 7. SET TOP OF BOX ABOVE SUBGRADE: 3-1/4" DECOMPOSED GRANITE; 1-1/2" IN TURF. SET VALVE BOX HEIGHT TO MATCH GRADE OF ADJACENT HARDSCAPE. 8. INSTALL WITH SECURITY LID WITH BOLTS. PROVIDE OWNER WITH SIX (6) SPECIALIZED KEYS TO OPEN VANDAL RESISTANT SECURITY BOLT 9. GROUP VALVES TOGETHER AS SHOWN ON PLAN, NO MORE THAN 4 IN ONE BANK. STAKE LOCATION OF VALVE BANKS WITH DIMENSIONS OF AREA REQUIRED FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. NOT TO SCALE TOP VIEW ROUND VALVE BOX 8L4.1 REMOTE CONTROL VALVE / MASTER VALVE - TWO-WIRE, WITH GATE VALVE NOT TO SCALE 24" MIN. 3 SECTION VIEW
6 6" 6" MIN. 19
7 2
1 81413 12
9 5
4 11 15 21 1716 1210 24
2 92 1220 23 25 18 22 2" 12" FROM HARDSCAPE
1 34
5 678 15 PVC CONDUIT, SIZE AND TYPE LARGE ENOUGH TO FIT ALL WIRES PVC CONDUIT SWEEP, COUPLED BOTH ENDS. SIZE AND TYPE LARGE ENOUGH FOR ALL WIRES 161718 12 131491011 19 TRIM VALVE BOX TO PROVIDE 1" CLEARANCE OVER PIPE REMOTE CONTROL VALVE OR MASTER VALVE ASSEMBLY WITH TWO WIRE DECODER; SIZE AND MODEL PER PLAN. FINISH GRADE - SEE GRADING PLAN. PVC LATERAL LINE; SIZE AND TYPE PER PLAN. PROVIDE 18" LENGTH PRIOR TO FIRST FITTING. SCHEDULE 80 PVC UNION, TxT (TYP. 2 PLCS.) SCHEDULE 80 PVC STREET ELBOW, TxT PVC SCHEDULE 80 NIPPLE, T.O.E. OR T.B.E. AS NEEDED, LENGTH AS NEEDED. 6" MIN. LENGTH WHERE NOTED PVC MAIN LINE; SIZE AND TYPE PER PLAN. 24" MINIMUM COVER. SEE SPECIFICATIONS. 3/4" CRUSHED ROCK; 6" DEPTH. EXTEND 6" BEYOND VALVE BOX IN ALL DIRECTIONS. SCHEDULE 80 PVC TEE (SxSxT) 1/4" GALVANIZED WIRE CLOTH - INSTALL ON TOP OF CRUSHED DRAIN ROCK 6" BEYOND EDGE OF VALVE BOX IN ALL DIRECTIONS 2 LOCKING WATERPROOF WIRE CONNECTOR, DBR/Y-6, SIZED FOR 2-WIRE CABLE SYSTEM. SAND BACKFILL; 6" ABOVE AND 6" BELOW MAIN LINE, PER SPECIFICATIONS 20 SET TOP OF BOX ABOVE SUBGRADE: 3-1/4" IF IN DECOMPOSED GRANITE; 1-1/2" IN TURF. SET VALVE BOX HEIGHT TO MATCH GRADE OF ADJACENT HARDSCAPE. 21 PVC SCHEDULE 80 ELBOW, SXS 22 PVC SCHEDULE 40 CONDUIT RISER, SIZED TO FIT WIRES. SOLVENT WELD COUPLERS AT CONDUIT ENDS, PROVIDE MINIMUM 2" CLEARANCE ABOVE GRAVEL 2-WIRE CABLE PER SPECIFICATIONS - PROVIDE 24" SPARE LOOP WRAPPED NEATLY ALONG INTERIOR OF VALVE BOX. T.CHRISTY ID TAG MODEL ID-STD-Y2; YELLOW PRINTED WITH CONTROLLER/VALVE NUMBER ON 2 SIDES. ATTACH TAG TO VALVE STEM USING NYLON CABLE TIE. 23 GATE VALVE PER CITY OF MERCED PLASTIC VALVE BOX SIZED APPROPRIATELY TO ENCLOSE ENTIRE VALVE ASSEMBLY, WITH LOCK KIT AND L-BOLT, COLOR PER IRRIGATION PLANS/SPECIFICATIONS. LID MARKED IRRIGATION. 2425 HEIGHT BELOW GRADE TO ALLOW MIN. 3" CLR FROM VALVE TO BOTTOM OF VALVE BOX LID. USE PVC 45 DEG ELBOWS DOWNSTREAM OF VALVE TO OBTAIN 18" COVER ON LATERALS. TWO-WIRE DECODER L4.1 9 MASTER VALVE/FLOW SENSOR ASSEMBLY - 2-WIRE N.T.S. 3 8 1
2 4
6 910 11 1 10 X PIPE DIAMETER* FLOW IRRIGATION SYSTEM
3 5
2 7
4 6
5 6 11
9 PLAN VIEW NORMALLY OPEN MASTER VALVE; INSTALL DOWNSTREAM OF BACKFLOW PREVENTER PER MANUFACTURER'S SPECIFICATIONS TEE MOUNTED ULTRASONIC FLOW SENSOR IN SCHEDULE 80 TEE. INSTALL AT ANGLE IF NEEDED PER MANUFACTURER'S SPECIFICATIONS. 1-1/2" PVC SCHEDULE 40 CONDUIT AND FITTINGS; INSTALL 2-WIRE CABLE AND SENSOR CABLE IN CONDUIT FROM FLOW SENSOR AND MASTER VALVE TO CONTROLLER. 2-WIRE MASTER VALVE DECODER; SIZE AND MODEL PER PLAN 2-WIRE SENSOR DECODER; SIZE AND MODEL PER PLAN CARSON 1220 RECTANGULAR VALVE BOX WITH LOCK KIT AND BOLTS (COLOR PER SPECIFICATIONS), OR APPROVED EQUAL. CONTRACTOR TO SUPPLY L-BOLTS FLOW SENSOR CABLE PER MANUFACTURER'S SPECIFICATIONS PVC SCHEDULE 80 NIPPLE, T.B.E.; SIZE PER VALVE SIZE, 3" MIN. LENGTH PVC SCHEDULE 80 NIPPLE, T.O.E. (MACHINED); SIZE PER VALVE SIZE, 3" MIN. LENGTH PVC MAIN LINE (TYPE AND SIZE PER PLAN) AND SCHEDULE 80 FITTINGS PVC UNION, TxT, TO MATCH MAIN LINE SIZE 10 10 12 12 12 ATTACH VALVE ID TAG, T.CHRISTY MODEL ID-STD-Y2 TO VALVE STEM USING NYLON CABLE TIE. 3 9
8 8
7 13 5 X PIPE DIAMETER STRAIGHT RUN, PRIOR TO ANY FITTINGS* * OR MIN. LENGTH AS SPECIFIED BY FLOW SENSOR MANUFACTURER 13 REDUCED PIPE SIZE AS NEEDED TO ACHIEVE VELOCITY RANGE FOR FLOW SENSOR TO MEASURE ACCURATELY 14 PVC SCHEDULE 80 REDUCER COUPLINGS (S X S), SIZE PER PIPE SIZE 13 14 11 10L4.1 1. ALL MAIN LINE SHALL BE INSTALLED AND TESTED ACCORDING TO PIPE MANUFACTURER'S SPECS, WHICH SHALL BE A PART OF THE INSTALLATION SPECIFICATIONS. 2. THRUST BLOCKS ARE REQUIRED FOR ALL PIPES 2" AND LARGER AT TEES, WYES, AND CROSSES, AND WHENEVER PIPE CHANGES DIRECTION (22 1 2 - 90 DEGREES), CHANGES SIZE, OR DEAD ENDS. 3. ALL THRUST BLOCKS SHALL BE CONCRETE POURED IN PLACE BETWEEN THE FITTING AND UNDISTURBED TRENCH WALL. NO BACKFILL ALLOWED BETWEEN UNDISTURBED NATIVE MATERIAL AND THRUST BLOCK. 4. THE CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI. ALL CEMENT SHALL BE PORTLAND CEMENT, TYPE II, WITH A MINIMUM OF 5 SACKS OF CEMENT TO EACH CUBIC YARD OF CONCRETE. 5. CONCRETE SHALL BE KEPT CENTERED ON FITTING AND NOT OBSTRUCT CONNECTIONS BETWEEN PIPE AND FITTINGS. 6. WRAP PVC PIPE FITTINGS IN FILTER FABRIC AT POINT OF CONTACT WITH THRUST BLOCKS PRIOR TO POURING CONCRETE TO PROTECT PIPE FROM WEAR. PROVIDE SUBMITTAL OF MATERIAL TO LANDSCAPE ARCHITECT. 7. CONCRETE THRUST BLOCKS SHALL BE ALLOWED TO CURE LONG ENOUGH SO THAT MAIN LINE PRESSURE TESTING DOES NOT DAMAGE THEM, AND INSPECTION BY LANDSCAPE ARCHITECT SHALL OCCUR PRIOR TO BACKFILLING. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGED THRUST BLOCKS. 8. FOR DESIGN PRESSURES GREATER THAN 150 PSI, THRUST BLOCK DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED FOR APPROVAL. PLAN PLAN PLAN PLAN ELEVATION 1/2" x 2" STAINLESS STEEL STRAPS PLAN INSTALLATION NOTES (VERTICAL BEND) * * AT VERTICAL BENDS, WEIGHT OF THRUST BLOCK COMBINED WITH FRICTION AGAINST UNDISTURBED SOIL MUST BE EQUAL TO OR GREATER THAN POUNDS OF THRUST AT BEND PLAN TABLE 1 - THRUST /100 TABLE (POUNDS PER 100 PSI)** SIZE TEE, PLUGS 90° BENDS 45° BENDS 22-1/2° BENDS 2" 363 513 259 141 2-1/2" 531 751 379 207 3" 788 1114 562 307 4" 1302 1841 928 508 TABLE 2 - SOIL BEARING CAPACITY SOIL TYPE SAFE BEARING LOAD LBS PER SQ FT* Soft Clay 1000 Sand 2000 Sand and Gravel 3000 Sand and Gravel cement w/ Clay 4000 Hard Pan 10000 THRUST BLOCK CONFIGURATION N.T.S SIZING OF THRUST BLOCKS: THE SIZE OF THE THRUST BLOCK IS DETERMINED BY THE WORKING PRESSURE, THE SIZE AND TYPE OF FITTING, AND SOIL CONDITIONS AT THE JOB SITE. TO CALCULATE THE AREA OF CONTACT WITH UNDISTURBED NATIVE SOIL, FOLLOW THESE STEPS: 1. CALCULATE THE TOTAL THRUST BY SELECTING THRUST /100 BY SIZE AND TYPE OF FITTING FROM TABLE 1 AND MULTIPLYING THRUST /100 BY SYSTEM PRESSURE DIVIDED BY 100. 2. DIVIDE THE TOTAL THRUST BY THE BEARING CAPACITY OF THE SOIL IN EXCAVATION (FROM TABLE 2) TO DETERMINE THE AREA (IN SQUARE FEET) OF THRUST BLOCK REQUIRED TO BE IN CONTACT WITH THE UNDISTURBED SOIL. *WHEN DOUBT EXISTS, SOIL BEARING TESTS SHOULD BE SPECIFIED. THE BEARING LOADS GIVEN ARE FOR HORIZONTAL THRUST WHEN DEPTH OF COVER EXCEEDS 2 FT. REDUCER PLAN (TEE WITH PLUG) EXAMPLE: 2" PIPE 90° BEND, SYSTEM PRESSURE 120 PSI, TRENCH IS SOFT CLAY: 513 LBS x 120 PSI / 100 = 615.6 LBS 615.6 LBS / 1000 PSF = 0.62 SF OF CONTACT AREA **FOR REDUCERS, SUBTRACT SMALL OPENING PLUG THRUST FROM LARGE OPENING PLUG THRUST TO CALCULATE THRUST /100. "THRUST / 100" FROM TABLE 1 x SYSTEM PRESSURE 100 = # LBS THRUST # LBS THRUST SOIL BEARING CAPACITY = S.F. OF THRUST BLOCK CONTACT AREA GALVANIZED STEEL ROD PROTECTIVE WRAP AT ALL CONTACT POINTS AROUND FITTINGNUT, AND WASHER (x2) 11L4.1 27
PROJECT NUMBERS SHEET NUMBER NO. DESCRIPTION DATE LICENSE CONSULTANT CLIENT PROJECT SHEET TITLE DATES CITY OF MERCED 1. 2. 3. 4. 5. 6. 7. 8.GENERAL VANG PAO MEMORIAL PARK - PHASE I MELTON DESIGN GROUP: 2615 CONSULTANT: CP240049 SHEET ___ OF ___ G:\MDG(2600-2699)\2615 General Vang Pao Park MP and Playground\2615 CAD\CDs\SHEETS\2615-L4.1-IRRG-DETS.dwg FILE NAME: 7:13 PM - February 26, 2026 PLOT DATE: 820 BROADWAY ST. CHICO, CA 95928 (530) 899-1616 meltondg.com © MELTON DESIGN GROUP INC COPYRIGHT 2025 65% REVIEW 2025-11-17 95% REVIEW 2026-02-16 31 BID SET 2026-02-27 IRRIGATION DETAILS L4.2 12" 12" 1 2
3 5
4 6
87 9
59 3
4 ROOT ZONE WATERING SYSTEM - 2 PER TREE N.T.S. SECTION VIEW PLAN VIEW FINISH GRADE 1 SET TOP OF ROOT ZONE WATERING SYSTEM 1/4" ABOVE FINISH GRADE IN TREE WELL BURN OUT ZONE. SEE PLANTING PLAN. 2 ROOT ZONE WATERING SYSTEM PER PLAN. INSTALL VERTICALLY AND AS SPECIFIED BY MANUFACTURER. INSTALL TWO PER TREE.3 TREE STAKES; SEE PLANTING PLAN. TYP. 2 PLCS.4 TREE PER PLANTING PLAN5 UNDISTURBED SUBGRADE OR COMPACTED TO 90% RELATIVE DENSITY.6 BACKFILL MIX PER LANDSCAPE SPECIFICATIONS7 TOP DRESSING PER PLANTING PLAN8 LATERAL PIPE, TYPE AND SIZE PER PLAN9 L4.2 1 SHRUB EMITTER ON FLEXIBLE IPS RISER NOT TO SCALE NOTES: 1. ALL FLEXIBLE SUPPLY TUBING SHALL BE IPS OR APPROVED EQUAL, PER CITY OF MERCED 2. INSTALL BUBBLER/ EMITTER INSIDE OF PLANT WATERING BASIN ADJACENT TO ROOTBALL. INSTALL ON UPHILL SIDE OF PLANT WHERE APPLICABLE 3. * CONTRACTOR MAY INSTALL IPS FLEX PIPE CONNECTIONS TO OTHER ADJACENT SHRUBS. OVERALL LENGTH SHALL BE WITHIN REASON TO MAINTAIN PROPER PRESSURE TO EMITTERS AT END OF FLEX PIPE RUN. 4. APPLY NON-HARDENING TEFLON PIPE SEALANT ON ALL THREADED CONNECTIONS WHERE REQUIRED BY MANUFACTURERIPS FLEX PIPE, NDS OR APPROVED EQUAL* PVC LATERAL PIPE WITH SxSxT TEE OR SxT ELL FITTING. LATERAL SIZE x SIZE OF FLEX PIPE FITTING L4.2 2 POP-UP ROTOR / ROTATOR 1 2
4 3
5 6
7 NOT TO SCALE FINISH GRADE 1 GEAR DRIVEN ROTOR OR ROTATOR PER PLANS AND SPECIFICATIONS 2 TRIPLE SWING ASSEMBLY: KBI MODEL TSA-1000-TT OR APPROVED EQUAL THAT MATCHES INLET SIZE OF SPRINKLER.3 SET TOP OF SPRINKLER ABOVE FINISH GRADE: 5/8" IN SOD, 1-1/4" IN DECOMPOSED GRANITE, FLUSH WITH ADJACENT HARDSCAPE. INSTALL PERPENDICULAR TO GRADE, 1" MIN. - 2" MAX. SPACING FROM HARDSCAPE.4 PVC SCHEDULE 40 LATERAL TEE S X S X T5 PVC LATERAL PIPE6 PVC SCHEDULE 80 NIPPLE (T.B.E.); LENGTH AS NEEDED7 L4.2 3 28
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LIMIT OF WORK - PH I M L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L LIMIT OF WORK - PH I LIMIT OF WORK - PH I LIMIT OF WORK - PH I L PROJECT NUMBERS SHEET NUMBER NO. DESCRIPTION DATE LICENSE CONSULTANT CLIENT PROJECT SHEET TITLE DATES CITY OF MERCED 1. 2. 3. 4. 5. 6. 7. 8.GENERAL VANG PAO MEMORIAL PARK - PHASE I MELTON DESIGN GROUP: 2615 CONSULTANT: CP240049 SHEET ___ OF ___ G:\MDG(2600-2699)\2615 General Vang Pao Park MP and Playground\2615 CAD\CDs\SHEETS\2615-L4.2-IRRG-CALCS.dwg FILE NAME: 7:14 PM - February 26, 2026 PLOT DATE: 820 BROADWAY ST. CHICO, CA 95928 (530) 899-1616 meltondg.com © MELTON DESIGN GROUP INC COPYRIGHT 2025 65% REVIEW 2025-11-17 95% REVIEW 2026-02-16 31 BID SET 2026-02-27 1. UPON APPROVAL OF THE LANDSCAPE DOCUMENTATION PACKAGE, SUBMIT A COPY OF THE WATER EFFICIENT LANDSCAPE WORKSHEET TO THE LOCAL WATER PURVEYOR. 2. "I HAVE COMPLIED WITH THE CRITERIA OF THE MODEL WATER EFFICIENT LANDSCAPE ORDINANCE AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE LANDSCAPE DESIGN AND IRRIGATION DESIGN PLANS." SIGNED _____________________ PRINTED NAME: LANDSCAPE DOCUMENTATION NOTES 3. UPON COMPLETION PROVIDE CERTIFICATION BY EITHER THE SIGNER OF THE LANDSCAPE DESIGN PLAN, THE SIGNER OF THE IRRIGATION DESIGN PLAN, OR THE LICENSED LANDSCAPE CONTRACTOR THAT THE LANDSCAPE PROJECT HAS BEEN INSTALLED PER THE APPROVED LANDSCAPE DOCUMENTATION PACKAGE. IRRIGATION SCHEDULE--ESTABLISHMENT NOTE: TREES COUNTED AS 35 SF EACH AND MEDIUM WATER USE; NOT GRAPHICALLY SHOWN. 41 TREES x 35 SF EACH = 1435 SF. HYDROZONE INFORMATION TABLE NOT TO SCALE NORTH HYDROZONE WATER USE, PLANT & IRRIGATION TYPE WUCOLS PLANT FACTOR (PF) HYDROZONE AREA (HA) (SQUARE FEET) PF X HA (SQUARE FEET) 1 LOW - SHRUB EMITTERS 0.2 8420 1684.00 2 MODERATE - TREES BUBBLER 0.4 1435 574.00 3 MODERATE - ROTATORS 0.6 18431 11059 SUM 28286 13317.00 HYDROZONE MAP LEGEND LANDSCAPE CERTIFICATE OF COMPLETION WATER USE BUDGET HYDROZONE MAP IRRIGATION SCHEDULE--MATURE IRRIGATION CALCULATIONS L4.3 = LOW WATER USE = MODERATE WATER USE LM 29
6'
6'
6' 6' 6' 6' 16' 16' 6' 6' 6' 6' 6' 6' 900 1200 600 300 6' 6' IRRIGATION CONTROLLER TO PULL POWER FROM EXISTING STREET LIGHT. SEE IRRIGATION PLAN FOR CONTROLLER LOCATION, COORDINATE WITH CITY ENGINEER. 2" DIA. SLEEVE FOR FUTURE TREE UPLIGHTING SLEEVES FOR FUTURE TREE UPLIGHTING, MIN. 2" DIA. SLEEVE FOR FUTURE TREE UPLIGHTING, MIN. 2" DIA. 4" DIA. PVC SCH. 40 ELECTRICAL SLEEVE 2" DIA. SLEEVE FOR FUTURE SHADE STRUCTURE LIGHTING SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL CRYSTAL STUD LIGHT - FONROCHE BID ALTERNATE MODEL # CRYSTAL STUD-PLRE6-3000K COLOR: SABLE 14 BOLLARD BRUT - FONROCHE BID ALTERNATE MODEL # BRUT-BOLLARD-2700K-3W COLOR: SABLE 6 BELLE EPOQUE SINGLE - FONROCHE BID ALTERNATE MODEL # T4-BEPOQUE-3000K-19W 20' ROUND TAPERED POLE - DIRECT BURY COLOR: SABLE 5 LIGHTING SCHEDULE 2/E5.1 3/E5.1 1/E5.1 PROJECT NUMBERS SHEET NUMBER NO. DESCRIPTION DATE LICENSE CONSULTANT CLIENT PROJECT SHEET TITLE DATES CITY OF MERCED 1. 2. 3. 4. 5. 6. 7. 8.GENERAL VANG PAO MEMORIAL PARK - PHASE I MELTON DESIGN GROUP: 2615 CONSULTANT: CP240049 SHEET ___ OF ___ G:\MDG(2600-2699)\2615 General Vang Pao Park MP and Playground\2615 CAD\CDs\SHEETS\2615-L5.0-ELECT.dwg FILE NAME: 7:14 PM - February 26, 2026 PLOT DATE: 820 BROADWAY ST. CHICO, CA 95928 (530) 899-1616 meltondg.com © MELTON DESIGN GROUP INC COPYRIGHT 2025 65% REVIEW 2025-11-17 95% REVIEW 2026-02-16 31 BID SET 2026-02-27 Know what's BELOW CALL before you dig. R ELECTRICAL PLAN 1. PROVIDE COPPER CONDUCTORS. CONDUCTOR SIZES INDICATED ARE BASED ON COPPER CONDUCTORS. DO NOT PROVIDE CONDUCTORS SMALLER THAN THOSE INDICATED. CONDUCTORS SHALL BE STRANDED THWN (WET) OR THHN (DRY), EXCEPT SOLID CONDUCTORS MAY BE USED FOR 15-, 20-, AND 30- AMP BRANCH CIRCUITS. 2. USE RIGID POLYVINYL CHLORIDE (PVC) SCHEDULE 40 CONDUIT FOR BURIED AND EMBEDDED RACEWAYS. 3. USE GALVANIZED RIGID STEEL CONDUIT (GRS) OUTDOORS AND IN WET LOCATIONS. 4. USE ELECTRICAL METALLIC TUBING (EMT) IN CONCEALED LOCATIONS AND EXPOSED, INTERIOR, DRY LOCATIONS, AND WHERE MORE THAN 6 FEET ABOVE FINISH FLOOR. LIGHTING NOTES 1. EXISTING UNDERGROUND UTILITIES SHOWN PER OWNER SURVEY AND AS-BUILTS. OBTAIN AND CONFIRM FROM SURVEY AND AS-BUILTS. 2. VERIFY EXACT LOCATION AND STATE OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO THE START OF WORK. 3. THIS DRAWING IS DIAGRAMMATIC, LIGHTING COMPONENTS SHOWN BENEATH PAVING OR PLANTINGS IS FOR GRAPHIC CLARITY ONLY. RUN ALL WIRING IN TRENCHES AND ALONG WALK WHERE POSSIBLE. 4. ALL ELECTRICAL WORK SHALL BE COMPLETED BY A LICENSED ELECTRICAL CONTRACTOR AND SHALL COMPLY TO ALL APPLICABLE PROVISIONS OF THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE AND STATE AND LOCAL CODES AND REGULATIONS. 5. PROVIDE AS-BUILTS FOR WIRING PATHS. 6. CONTRACTOR IS RESPONSIBLE TO COORDINATE HIS WORK WITH THE WORK OF OTHERS. 7. RUN ALL 120 V WIRE AS PER 2021 NEC AND ALL APPLICABLE LOCAL CODES. 8. VERIFY ALL LOCATIONS OF LIGHTS WITH LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 9. USE SPEARS DS-400 PRE-FILLED DRI-SPLICE CONNECTOR WITH CRIMP SLEEVE FOR ALL WIRE SPLICES. 10. INSTALL PER CITY OF MERCED STANDARD DETAILS AND SPECIFICATIONS, IF APPLICABLE. 11. ENSURE COMPLIANCE WITH ALL FIRE DEPARTMENT REQUIREMENTS. GENERAL NOTES NORTH 0 20 40 SCALE: 1" = 20' E5.0 (ALTERNATES) 30 @30x42
PROJECT NUMBERS SHEET NUMBER NO. DESCRIPTION DATE LICENSE CONSULTANT CLIENT PROJECT SHEET TITLE DATES CITY OF MERCED 1. 2. 3. 4. 5. 6. 7. 8.GENERAL VANG PAO MEMORIAL PARK - PHASE I MELTON DESIGN GROUP: 2615 CONSULTANT: CP240049 SHEET ___ OF ___ G:\MDG(2600-2699)\2615 General Vang Pao Park MP and Playground\2615 CAD\CDs\SHEETS\2615-L5.1-ELECT-DETS.dwg FILE NAME: 7:14 PM - February 26, 2026 PLOT DATE: 820 BROADWAY ST. CHICO, CA 95928 (530) 899-1616 meltondg.com © MELTON DESIGN GROUP INC COPYRIGHT 2025 65% REVIEW 2025-11-17 95% REVIEW 2026-02-16 31 BID SET 2026-02-27 ELECTRICAL DETAILS E5.1 BELLE EPOQUE SINGLE NTS 1E5.1 CRYSTAL STUD NTS E5.1 2 BOLLARD BRUT NTS
3E5.1 PHOTOMETRICS NTS E5.1 4 31 20' ROUND TAPERED POLE - DIRECT BURY SABLE SABLE
EXHIBIT “B” - DRAWINGS AND TECHNICAL
SPECIFICATIONS
SCOPE OF WORK
The Work to be performed is included in Exhibit B – Drawings and Technical Specifications. Such other items or details, not mentioned above (Exhibit A), that are required by the drawings, and technical specifications, or the following special conditions (Exhibit C) shall be performed, placed, constructed or installed.
PERFORMANCE
The Contractor shall furnish all labor, materials, tools, equipment, incidentals, and do all work described in the Plans and these Special Provisions.
COORDINATION/COOPERATION
The Contractor shall notify the Engineer at (209) 385-6846 at least three (3) working days in advance of the tentative starting date.
The Contractor shall be responsible for contacting and coordinating with all utility companies, including the City, with regards to the location of existing underground facilities in the construction area. The Contractor shall call Underground Service Alert at (800) 642-2444, at least 2 working days before commencement of underground work for location of underground facilities.
Utility facilities damaged, temporarily disconnected, or relocated as a result of construction shall be repaired/reconnected as directed by the governing utility at the Contractor's expense.
Full compensation for conforming to the requirements of this section shall be considered as included in the price paid for the various contract items of work involved and no additional compensation will be made.
INSPECTION OF SITE
The Contractor shall inspect the work site and note all existing conditions before submitting a bid for this project. A site tour is scheduled immediately following the pre-bid/LBE meeting if requested.
DUST CONTROL
It shall be the responsibility of the Contractor to minimize dust during earth moving operations. A water truck shall be made available if necessary for dust control.
Full compensation for conforming to the requirements of this section shall be considered as included in the price paid for the various contract items of work involved and no additional compensation will be made.
PERMITS, BONDS, LICENSES AND INSURANCE
The Contractor shall procure all permits, bonds, licenses and insurance, pay all charges and fees, and give all notices necessary and incidental to the prosecution of the work.
Payment for "Permits, Bonds, Licenses and Insurance," shall be at the contract lump sum price as set forth in the proposal, and shall include all fees associated with permits, bonds, licenses, inspections, and all other fees necessary for the completion of this item.
PUBLIC CONVENIENCE AND SAFETY
The Contractor shall be responsible for all the provisions of this item, including issuance of all notices necessary for prosecution of the work.
Construction Area Signs -- Construction area signs and traffic cones shall be furnished, installed, maintained, and removed when no longer required in accordance with the provisions in Section 12, "Temporary Traffic Control," of the State Specifications, and these Special Provisions. Specifically included in this item are all detour signage.
The Contractor shall notify the appropriate regional notification center for operators of subsurface installations at least two (2) working days, but not more than 14 calendar days, prior to commencing any excavation for construction area sign posts. The regional notification centers include, but not limited to the following:
Notification Center Telephone
Underground Service Alert (USA) 1-800-227-2600
(Northern California)
All excavations required to install construction area signs shall be performed by hand methods without the use of power equipment, except that power equipment may be used if it is determined that there were no utility facilities in the area of the proposed post holes.
Sign substrates for stationary mounted construction area signs may be fabricated from fiberglass reinforced plastic as specified under “Prequalified and Tested Signing and Delineation Materials” elsewhere in these Special Provisions.
Type IV reflective sheeting for sign panels for portable construction area signs shall conform to the requirements specified under “Prequalified and Testing Signing and Delineation Materials” elsewhere in these Special Provisions.
The term “construction area signs” shall also include temporary object markers required for the direction of public traffic through or around the work during construction. Object markers listed or designated on the plans as construction area signs shall be considered to be signs and shall be furnished, erected, maintained and removed by the Contractor in the same manner specified for construction area signs and the following:
Object markers shall be stationary mounted on wood or metal posts in accordance with the details shown on the plans and the requirements in Section 82, “Markers and Delineators,” of the Standard Specifications.
Marker panels for Type N, Type P and Type R object markers shall conform to the requirements for sign panels for stationary mounted signs.
Target plates for Type K and Type L object markers and posts, reflectors and hardware shall conform to the requirements in said Section 82, but need not be new.
When a street section is to be closed, it shall be solidly barricaded, and signs shall be posted at the closure points indicating “Street Closed.”
Full cost of providing and removing construction area signs shall be borne exclusively by the Contractor and shall be considered as included in the contract lump sum price for Item 10-1.07, “Public Convenience & Safety.”
Maintaining Traffic -- Attention is directed to Section 7-1.03, "Public Convenience," Section 7-
1.04, "Public Safety," and Section 12, "Temporary Traffic Control," of the State Specifications.
Nothing in these Special Provisions shall be construed as relieving the Contractor from its responsibility as provided in Section 7-1.04 of the State Specifications.
All traffic cones used for night lane closures shall have reflective cone sleeves as specified in the specifications. One (1) 12-foot wide traffic lane must be open at all times.
The second and third paragraphs of Section 12-3.10, “Traffic Cones,” of the State Standard Specifications are amended to read:
The type of reflective cone sleeve used shall be at the option of the Contractor. Only one type of reflective cone sleeve shall be used on the project.
Lane closures shall conform to the provisions in the section of these special provisions entitled “Traffic Control System for Lane Closure.”
Personal vehicles of the Contractor's employees shall not be parked on the traveled way or shoulders, including any section closed to public traffic.
The Contractor shall notify local authorities of its intent to begin work at least five (5) days before work is begun. The Contractor shall cooperate with local authorities relative to handling traffic through the area and shall make its own arrangements relative to keeping the working area clear of parked vehicles.
The Contractor shall provide access to all businesses and residences within the construction zone at all times throughout the project. When the work requires the closing of a business driveway or other entrance, the Contractor shall post signs directing the public to the most convenient access to the business.
The Contractor shall provide access to all private driveways when construction is not actively in progress. Access to driveways fronting the construction area shall not be hindered or blocked for time periods greater than 4 hours without notifying the property owner or tenant in writing 24 hours prior to blockage.
The Contractor shall provide safe public access around the work site in accordance with the American Disabilities Act requirements during the work.
Whenever vehicles or equipment are parked on the shoulder within six feet of a traffic lane, the shoulder area shall be closed with fluorescent traffic cones or portable delineators placed on a taper in advance of the parked vehicles or equipment and along the edge of the pavement at 25-foot intervals to a point not less than 25 feet past the last vehicle or piece of equipment. A minimum of nine (9) cones or portable delineators shall be used for the taper. A C23 (Road Work Ahead) or C24 (Shoulder Work Ahead) sign shall be mounted on a telescoping flag tree with flags. The flag tree shall be placed where directed by the Engineer.
When the Contractor’s operations create a condition hazardous to traffic or to the public, he shall furnish, erect and maintain, at his expense and without cost to the City, such fences, barricades,
lights, signs and other devices as are necessary to prevent accidents or damage or injury to the public. The Contractor shall also furnish such flagmen, provided with the necessary equipment kept clean and in good condition by the Contractor at his expense, as may be necessary to give adequate warning to traffic or to the public that the roadway is under construction or of any dangerous conditions to be encountered. The flagmen shall perform their duties and their work of furnishing and placing such signs, lights, flags and other warning and safety devices as set forth in the current “Work Area Traffic Control Handbook” as published by the Building News, Inc., Los Angeles, California.
Minor deviations from the requirements of this section concerning hours of work which do not significantly change the cost of the work may be permitted upon the written request of the Contractor if, in the opinion of the Engineer, public traffic will be better served and the work expedited. Such deviations shall not be adopted until the Engineer has indicated its written approval. All other modifications will be made by contract change order.
Full cost of conforming to this section shall be considered as included in the contract lump sum price for “Public Convenience and Safety.”
Traffic Control System for Lane Closure -- A traffic control system shall be provided by the Contractor and shall be in accordance with the provisions of Section 12, "Temporary Traffic Control," of the State Specifications, the provisions under "Maintaining Traffic" elsewhere in these Special Provisions.
The provisions in this section shall not relieve the Contractor from its responsibility to provide such additional devices, or take such measures as may be necessary, to comply with the provisions in Section 7-1.04, "Public Safety," of the State Standard Specifications.
Prior to any lane closures, it shall be the responsibility of the Contractor to provide 72-hour notice to the City and obtain City approval of the lane closure. Failure to notify the City in a timely manner is cause for the City to prevent the lane closure.
Whenever a lane closure is made, the Contractor shall close the lane by placing fluorescent traffic cones, portable cones, portable delineators, or other devices approved by the Engineer, along a taper and along the edge of the closed lane adjacent to public traffic. One telescoping flag tree with flags shall be placed at the beginning and at the end of the taper.
If any component in the traffic control system is displaced or ceases to operate or function as specified, from any cause, during the progress of the work, the Contractor shall immediately repair said component to its original condition or replace said component, and shall restore the component to its original location. Full cost of providing flaggers shall be borne exclusively by the Contractor.
The Contractor shall submit a traffic control plan and approved by the City Engineer prior to commencing any work.
Protection of the Work -- To minimize traffic congestion during the resurfacing operation, the work shall be done in stages. Residents with driveways within the closed section shall be notified at least 24 hours in advance of closure via door hangers and signs within the limits of the project.
Barricades and signs and their cost of replacement, the cost of flagmen necessary for the protection of the work and the public and costs of notification of affected residents will be considered as included in the contract price paid for bid items shown in the proposal, and no separate payments shall be made.
Payment for "Public Convenience and Safety," shall be at the contract lump sum price as set forth in the proposal, and shall include all labor, materials, tools, equipment, and all work necessary for the completion of this item.
WATER POLLUTION CONTROL
Summary
It shall be the responsibility of the Contractor to comply with all of the requirements of the latest NPDES General Permit for "Storm Water Discharges Associated with Construction and Land Disturbance Activities" (Order No. 2009-0009-DWQ, NPDES No. CAS000002) hereinafter called the "Permit" and standard industry practice.
This includes, but is not limited to, preparing plans and application, maps as well as all necessary reporting on the SWQCB's Storm Water Multiple Application and Report Tracking System (SMARTS System). The Contractor, working with their certified Qualified Storm Water Pollution Prevention Plan (SWPPP) Developer (QSD), will determine what would be the best course of action to comply with the latest State NPDES General Permit for Storm Water Discharges Associated with Construction and Land Disturbance Activities Order No. 2009- 0009- DWQ. If the Contractor's QSD determines a SWPPP is the best course of action, it shall be the responsibility of the Contractor and their QSD to submit to Construction Management a completed SWPPP for review. Upon acceptance of the SWPPP document by Construction Management, the QSD shall prepare a Notice of Intention (NOI) application in the SWQCB's SMARTS System and upload all necessary documents and maps to be approved by the Legally Responsible Person (LRP). Until a written approval of the SWPPP has been obtained from the SWQCB, no construction activity shall commence on the project site. Upon obtaining written approval of the SWPPP, it shall be the responsibility of the Contractor to implement the SWPPP.
Throughout the course of the project, the Contractor's Qualified SWPPP Practitioner (QSP) shall conduct periodic inspections, testing, any reporting on the SMARTS System as well as coordinate with the QSD to update the SWPPP as necessary. At the conclusion of construction, it shall be the responsibility of the Contractor and his or her QSD/QSP to ensure Annual Report(s) have been prepared on the SMARTS System as well as prepare the Notice of Termination (NOT) for City's approval. The Contractor shall keep a copy of the approved SWPPP, and amendments thereto, at the job site and in the general business office of the Contractor. In addition, the Contractor shall make available to Construction Management copies of all amendments to the SWPPP as prepared by the Contractor. The SWPPP shall be made available upon request of a representative of the Fresno Metropolitan Flood Control District, Regional Water Quality Control Board, State Water Resources Control Board or U. S.
Environmental Protection Agency. Requests by the public shall be directed to the Engineer.
If the Contractor and/or his/her QSD determines that a SWPPP is not necessary, then it shall be the responsibility of the Contractor to provide a list of Best Management Practices (BMP) that are to be implemented during the Work to Construction Management. The Contractor shall implement the BMP in a timely manner and maintain throughout the duration of the project. The Contractor shall keep a copy of the BMP list and any modification to the list at the job site and in the general business office of the Contractor. In addition, the Contractor shall make available to the City copies of all modifications to the BMP list. The BMP list shall be made available upon request of a representative of the Fresno Metropolitan Flood Control District, Regional Water Quality Control Board, State Water Resources Control Board or U. S. Environmental Protection Agency. Requests by the public shall be directed to Construction Management.
Notice of violation and/or fines for any non-compliance will be the responsibility of the Contractor.
Manage work activities to reduce the discharge of pollutants to surface waters, groundwater, or municipal separate storm sewer systems including work items shown in the Bid Item List for:
1. Prepare Storm Water Pollution Prevention Plan. SWPPP preparation includes obtaining SWPPP approval, amending the SWPPP, preparing a CSMP and a SAP, and monitoring and inspecting WPC practices at the job site.
2. Storm Water Annual Report. Storm Water Annual Report preparation includes certifications, monitoring and inspection results, and obtaining Storm Water Annual Report acceptance.
3. Storm Water Sampling and Analysis Day. Storm Water Sampling and Analysis Day includes reporting of storm water quality per qualifying rain event. If specified for the risk level, the work includes preparation, collection, analysis, and reporting of storm water samples for turbidity, pH, and other constituents.
4. Rain Event Action Plan. If specified for the project risk level, REAP preparation includes preparing and submitting REAP forms and monitoring weather forecasts.
Do not start work until:
1. SWPPP is approved by the City.
2. SWPPP is uploaded onto the SMART System.
3. WDID is issued.
4. SWPPP review requirements have been fulfilled. If the RWQCB requires time for SWPPP review, allow 30 days for the RWQCB to review the SWPPP as specified under "Submittals" of these special provisions.
This project is anticipated to be Risk Level 1.
Definitions and Abbreviations
active and inactive areas: (1) Active areas have soil disturbing work activities occurring at least once within 14 days, and (2) Inactive areas are areas that have not been disturbed for at least 15 days.
BMPs: Best Management Practices are water pollution control practices. construction phase: Construction phases are (1) Highway Construction including work activities for building roads and structures, (2) Plant Establishment including maintenance on vegetation installed for final stabilization, and (3) Suspension where work activities are suspended and areas are inactive.
CSMP: Construction Site Monitoring Program.
NAL: Numeric Action Level.
NEL: Numeric Effluent Limit.
NPDES: National Pollutant Discharge Elimination System.
NOI: Notice of Intent.
Normal working hours: The hours you normally work on this project.
Preparation Manual: The Department's "Storm Water Pollution Prevention Plan and Water Pollution Control Program Preparation Manual."
QSD: Qualified SWPPP Developer.
QSP: Qualified SWPPP Practitioner.
Qualified rain event: A qualified rain event is a storm that produces at least 0.5 inch of precipitation with a 48 hour or greater period between storms.
REAP: Rain Event Action Plan.
RWQCB: Regional Water Quality Control Board.
SAP: Sampling and Analysis Plan.
SSC: Suspended Sediment Concentration.
SWRCB: State Water Resources Control Board. SWPPP: Storm Water Pollution Prevention Plan. WDID: Waste Discharge Identification Number. WPC: Water Pollution Control.
WPC Manager: Water Pollution Control Manager. The WPC Manager implements water pollution control work described in the SWPPP and oversees revisions and amendments to the SWPPP.
Submittals
Within 20 days after contract approval, start the following process for SWPPP approval:
1. Submit 3 copies of the SWPPP and allow 20 days for the Engineer's review. If revisions are required, the Engineer provides comments and specifies the date that the review stopped.
2. Change and resubmit the SWPPP within 15 days of receipt of the Engineer's comments.
The Engineer's review resumes when the complete SWPPP is resubmitted.
3. When the Engineer approves the SWPPP, submit an electronic and 4 printed copies of the approved SWPPP.
4. If the RWQCB reviews the approved SWPPP, the Engineer submits one copy of the approved SWPPP to the RWQCB for their review and comment. RWQCBs requiring time to review SWPPPs include:
5. If the Engineer requests changes to the SWPPP based on RWQCB comments, amend the SWPPP within 10 days.
Submit:
1. Storm water training records including training dates and subjects for employees and subcontractors. Include dates and subjects for ongoing training, including tailgate meetings.
2. Employee training records.
2.1. Within 5 days of SWPPP approval for existing employees
2.2. Within 5 days of training for new employees
2.3. At least 5 days before subcontractors start work for subcontractor's employees Prepare a Storm Water Annual Report for the reporting period from July 1st to June 30th. For the prior reporting period, submit the report no later than July 15th if construction occurs from July 1st through June 30th or within 15 days after contract acceptance if construction ends before June 30th.
Submit the Storm Water Annual Report as follows:
1. Submit 2 copies of the Storm Water Annual Report and allow 10 days for the Engineer's review. If revisions are required, the Engineer provides comments and specifies the date that the review stopped.
2. Change and resubmit the Storm Water Annual Report within 5 days of receipt of the Engineer's comments. The Engineer's review resumes when the complete Storm Water Annual Report is resubmitted.
3. When the Engineer accepts the Storm Water Annual Report, insert the WPC Manager's signed certification and the Engineer's signed certification.
Submit one electronic copy and 2 printed copies of the accepted Storm Water Annual Report.
Submit as required:
1. NAL Exceedance Reports
2. NEL Exceedance Reports
3. Visual Monitoring Reports
4. Inspection Reports
5. BMP Status Report
At least 5 days before operating any construction support facility, submit:
1. A plan showing the location and quantity of WPC practices associated with the construction support facility
2. A copy of the NOI approved by the RWQCB and the SWPPP approved by the RWQCB if you will be operating a batch plant or a crushing plant under the General Industrial Permit Quality Control and Assurance Training
Provide storm water training for:
1. Project managers
2. Supervisory personnel
3. Employees involved with WPC work
Train all employees, including subcontractor's employees, in the following subjects:
1. WPC rules and regulations
2. Implementation and maintenance for:
2.1. Temporary Soil Stabilization
2.2. Temporary Sediment Control
2.3. Tracking Control
2.4. Wind Erosion Control
2.5. Material pollution prevention and control
2.6. Waste management
2.7. Non-storm water management
2.8. Identifying and handling hazardous substances
2.9. Potential dangers to humans and the environment from spills and leaks or exposure to toxic or hazardous substances
Employees must receive initial WPC training before working on the job site. Conduct weekly training meetings covering:
1. WPC BMP deficiencies and corrective actions
2. BMPs that are required for work activities during the week
3. Spill prevention and control
4. Material delivery, storage, use, and disposal
5. Waste management
6. Non-storm water management procedures
Training for personnel to collect water quality samples must include:
1. SAP review
2. Health and safety review
3. Sampling simulations
A Storm Water Information Handout has been prepared for this contract and is available as described in "Supplemental Project Information" of these special provisions.
If you operate construction support facilities, protect storm water systems or receiving waters from the discharge of potential pollutants by using WPC practices.
Construction support facilities include:
1. Staging areas
2. Storage yards for equipment and materials
3. Mobile operations
4. Batch plants for PCC and HMA
5. Crushing plants for rock and aggregate
6. Other facilities installed for your convenience such as haul roads If you operate a batch plant to manufacture PCC, HMA, or other material; or a crushing plant to produce rock or aggregate; obtain coverage under the General Industrial General Permit. You must be covered under the General Industrial Permit for batch plants and crushing plants located:
1. Outside of the job site
2. Within the job site that serve one or more contracts Discharges from manufacturing facilities such as batch plants must comply with the general waste discharge requirements for Order No. 97-03-DWQ, NPDES General Permit No. CAS000001, issued by the SWRCB for "Discharge of Stormwater Associated with Industrial Activities Excluding Construction Activities." For the General Industrial Permit, go to:
http://www.waterboards.ca.gov/
You may obtain copies of the Preparation Manual from the Publication Distribution Unit. The mailing address for the Publication Distribution Unit is:
State of California
Department of Transportation
Publication Distribution Unit
1900 Royal Oaks Drive
Sacramento, California 95815
Telephone: (916) 445-3520
The Preparation Manual and other WPC references are available at the Department's "Construction Storm Water and Water Pollution Control" Web site. For the Web site, go to:
http://www.dot.ca.gov/hq/construc/stormwater/stormwater1.htm Water Pollution Control Manager
Assign one WPC Manager to implement the SWPPP. The WPC Manager must comply with the Permit qualifications for a QSP and a QSD. You may assign a different QSD to prepare the SWPPP.
The QSD must have the following qualifications:
1. Department approved storm water management training described in the Department's "Construction Storm Water and Water Pollution Control" web site
2. Registration or certification described in the Permit The QSP must meet the qualifications of the QSD or have the following certifications:
1. Department approved storm water management training described in the Department's "Construction Storm Water and Water Pollution Control" web site
2. Certification described in the Permit
At the job site, the WPC Manager must:
1. Be responsible for WPC work
2. Be the primary contact for WPC work
3. Oversee the maintenance of WPC practices
4. Oversee and enforce hazardous waste management practices
5. Have the authority to mobilize crews to make immediate repairs to WPC practices
6. Ensure that all employees have current water pollution control training
7. Implement the approved SWPPP and amend the SWPPP when required WPC Manager must oversee:
1. Inspections of WPC practices identified in the SWPPP
2. Inspections and reports for visual monitoring
3. Preparation and implementation of REAPs
4. Sampling and analysis
5. Preparation and submittal of:
5.1. NAL exceedance reports
5.2. NEL exceedance reports
5.3. SWPPP annual certification
5.4. Annual reports
5.5. BMP status reports
STORM WATER POLLUTION PREVENTION PLAN (SWPPP)
General
SWPPP work includes preparing a SWPPP including a CSMP, obtaining SWPPP approval, amending the SWPPP, inspecting and reporting on WPC practices at the job site. The SWPPP must comply with the Preparation Manual and the Permit. The SWPPP must be submitted in place of the water pollution control program under Section 13-2, "Water Pollution Control Program," of the Standard Specifications.
Additional WPC work will be paid for as extra work under Section 4-1.05, "Changes and Extra Work," of the Standard Specifications.
The SWPPP must include sections as specified for the project risk level as follows:
1. For risk level 1:
1.1. Schedule
1.2. CSMP
2. For risk level 2:
2.1. Schedule
2.2. CSMP
2.3. Adherence to Effluent Standards for NALs
2.4. REAP
3. For risk level 3:
3.1. Schedule
3.2. CSMP
3.3. Adherence to Effluent Standards for NALs and NELs
3.4. REAP
The SWPPP must include WPC practices for:
1. Storm water and non-stormwater from areas outside of the job site related to project work activities such as:
1.1. Staging areas
1.2. Storage yards
1.3. Access roads
2. Activities or mobile operations related to contractor obtained NPDES permits
3. Construction support facilities
The SWPPP must include a copy of permits obtained by the Department such as Fish & Game permits, US Army Corps of Engineers permits, RWQCB 401 Certifications, and RWQCB Waste Discharge Requirements for Aerially Deposited Lead Reuse.
Amend the SWPPP annually and resubmit it by July 15th. Amend the SWPPP if:
1. Changes in work activities could affect the discharge of pollutants
2. WPC practices are added by change order work
3. WPC practices are added at your discretion
4. Changes in the amount of disturbed soil are substantial
5. Objectives for reducing or eliminating pollutants in storm water discharges have not been achieved
6. There is a Permit violation
Whenever you amend the SWPPP, follow the same process specified for SWPPP approval.
Retain a printed copy of the approved SWPPP at the job site.
SWPPP Schedule
The SWPPP schedule must:
1. Describe when work activities will be performed that could cause the discharge of pollutants into storm water
2. Describe WPC practices associated with each construction phase
3. Identify soil stabilization and sediment control practices for disturbed soil areas Construction Site Monitoring Program (CSMP)
General
The QSD must prepare a CSMP as part of the SWPPP. The CSMP must be developed before starting work and be revised to reflect current construction activities as necessary.
The CSMP must include sections for the project risk level as follows:
1. For risk level 1:
1.1. Visual Monitoring
1.2. SAP for Non-Visible Pollutants
2. For risk level 2:
2.1. Visual Monitoring
2.2. SAP for Non-Visible Pollutants
2.3. SAP for sediment and turbidity
2.4. SAP for pH
3. For risk level 3:
3.1. Visual Monitoring
3.2. SAP for Non-Visible Pollutants
3.3. SAP for sediment and turbidity
3.4. SAP for pH
3.5. SAP for receiving waters
3.6. SAP for temporary active treatment systems
Visual Monitoring
The WPC Manager must oversee the performance of visual inspections for qualifying rain events.
For each qualifying rain event, perform visual inspections and record observations during normal working hours as follows:
1. Record the time, date, and rain gauge reading
2. Observe:
2.1. Within 2 days before the storm:
2.1.1 Drainage areas for spills, leaks, or uncontrolled pollutants
2.1.2 Proper implementation of WPC practices
2.1.3 Storm water storage areas for leaks and adequate freeboard
2.2. Every 24 hours during the storm:
2.2.1 WPC practices for effective operation
2.2.2 WPC practices needing maintenance and repair
2.3. Within 2 days after the storm event:
2.3.1. Discharge locations
2.3.2. WPC practices to evaluate the design, implementation, and effectiveness
2.3.3. To identify where additional WPC practices may be needed.
Perform non-stormwater discharge visual inspections as follows:
1. At least once during each of the following periods:
1.1. January through March
1.2. April through June
1.3. July through September
1.4. October through December
2. Observe flowing and contained storm water for the presence of floating and suspended materials, sheen on the surface, discoloration, turbidity, odors, and sources of observed pollutants
3. Observe the job site for the presence of authorized and unauthorized non-stormwater discharges and their sources
The WPC Manager must prepare visual inspection reports that include the following:
1. Name of personnel performing the inspection, inspection date, and date inspection report completed
2. Storm and weather conditions
3. Locations and observations
4. Corrective actions taken
Maintain visual inspections reports at the job site as part of the SWPPP.
Sampling and Analysis Plan (SAP)
General
Include a SAP in the CSMP to monitor the effectiveness of WPC practices. The SAP must comply with the Preparation Manual.
Assign trained personnel to collect water quality samples. Document their training in the SAP.
Describe the following water quality sampling procedures in the SAP:
1. Sampling equipment
2. Sample preparation
3. Collection
4. Field measurement methods
5. Analytical methods
6. Quality assurance and quality control
7. Sample preservation and labeling
8. Collection documentation
9. Sample shipping
10. Chain of custody
11. Data management and reporting
12. Precautions from the construction site health and safety plan
13. Laboratory selection and certifications
Whenever assigned field personnel take samples, comply with the equipment manufacturer's recommendation for collection, analysis methods, and equipment calibration.
Samples taken for laboratory analysis must follow water quality sampling procedures and be analyzed by a State-certified laboratory under 40 CFR Part 136, "Guidelines Establishing Test Procedures for the Analysis of Pollutants."
The SAP must identify the State-certified laboratory, sample containers, preservation requirements, holding times, and analysis method. For a list of State-certified laboratories, go to:
http://www.cdph.ca.gov/certlic/labs/Pages/ELAP.aspx
Include procedure for sample collection during precipitation.
Retain water quality sampling documentation and analytical results with the SWPPP at the job site.
Show pollutant sampling locations on SWPPP drawings.
If discharges or sampling locations change because of changed work activities or knowledge of site conditions, amend the SAP.
If the project is risk level 2 or risk level 3, include procedures for collecting and analyzing at least 3 samples for each day of each qualifying rain event. Describe the collection of effluent samples at all locations where the storm water is discharged off-site.
Analytical Results and Evaluation
Submit an electronic copy (in file format .xls, .txt, .csv, .dbs, or .mdb) and a printed copy of water quality analytical results, and quality assurance and quality control within 48 hours of field analysis sampling, and within 30 days for laboratory analysis. Also provide an evaluation of whether the downstream samples show levels of the tested parameter that are higher than the control sample.
Electronic water quality analysis results must have the following information:
1. Sample identification number
2. Contract number
3. Constituent
4. Reported value
5. Analytical method
6. Method detection limit
7. Reported limit
SAP for Non-Visible Pollutants
The SAP must include a description of the sampling and analysis strategy for monitoring non- visible pollutants.
The SAP must identify potential non-visible pollutants present at the job site associated with any of the following:
1. Construction materials and waste
2. Existing contamination due to historical site usage
3. Application of soil amendments, including soil stabilization materials, with the potential to change pH or contribute toxic pollutants to storm water SWPPP drawings must show the locations planned for storage and use of potential non-visible pollutants.
The SAP must include sampling procedures for the following conditions when observed during a storm water visual inspection. For each of the following, collect at least one sample for each qualifying storm event:
1. Materials or waste containing potential non-visible pollutants that are not stored under watertight conditions
2. Materials or waste containing potential non-visible pollutants that are stored under watertight conditions, but a breach, leakage, malfunction, or spill is observed; the leak
or spill has not been cleaned up before precipitation; and material or waste could discharge non-visible pollutants to surface waters or drainage system
3. Chemical applications, including fertilizer, pesticide, herbicide, methyl methacrylate concrete sealant, or non-pigmented curing compound used during precipitation or within 24 hours preceding precipitation, and could discharge pollutants to surface waters or drainage system
4. Applied soil amendments, including soil stabilization materials that could change pH levels or contribute toxic pollutants to storm water runoff and discharge pollutants to surface waters or drainage system, unless available independent test data indicates acceptable concentrations of non-visible pollutants in the soil amendment
5. Storm water runoff from an area contaminated by historical usage of the site that could discharge pollutants to surface waters or drainage systems The SAP must provide sampling procedures and schedule for:
1. Sample collection during the first 2 hours of each rain event that generate runoff
2. Sample collection during normal working hours
3. Each non-visible pollutant source
4. Uncontaminated control sample
The SAP must identify locations for sampling downstream and control samples, and reasons for selecting those locations. Select control sample locations where the sample will not come in contact with materials, waste, or areas associated with potential non-visible pollutants or disturbed soil areas.
SAP for Sediment and Turbidity
If the project is risk level 2 or risk level 3, sample and analyze for turbidity:
Parameter Test Method Detection Limit
(Min)
Unit
Turbidity Field test with calibrated
portable instrument
1 NTU
If the project is risk level 3 and the turbidity NEL has been exceeded, sample and analyze for SSC:
Parameter Test Method Detection Limit
(Min)
Unit
SSC ASTM Method D3977-97 5 Mg/L
SAP for pH
If the project is risk level 2 or risk level 3, sample and analyze for pH:
Parameter Test Method Detection Limit
(Min)
Unit
pH Field test with calibrated
portable instrument
0.2 pH units
SAP for Receiving Waters
If the project is risk level 3, describe procedures for obtaining samples from representative and accessible locations:
1. Upstream of the discharge point
2. Downstream of the discharge point
Show receiving water sampling locations on SWPPP drawings.
If there are several discharge points, describe procedures for obtaining samples from a single upstream and a single downstream location.
Rain Event Action Plan (REAP)
REAP work includes preparing and submitting REAP forms and monitoring weather forecasts. The WPC Manager must submit a REAP to protect the job site at least 48 hours before a predicted rain event.
Prepare a REAP when the National Weather Service is predicting at least a 50 percent probability of precipitation within 72 hours.
For the REAP, use approved forms and include:
1. Site location
2. Risk level
3. Contact information including 24-hour emergency phone numbers for:
3.1. WPC Manager
3.2. Erosion and sediment control providers or subcontractors
3.3. Storm water sampling providers or subcontractors
4. Storm Information
5. Construction phase information for:
5.1. Highway Construction including active and inactive areas for work activities for building roads and structures
5.2. Plant Establishment including maintenance on vegetation installed for final stabilization where areas are inactive
5.3. Suspension where work activities are suspended and areas are inactive
6. Construction phase information including:
6.1. Construction activities
6.2. Subcontractors and trades on the job site
6.3. Pre-storm activities including:
6.3.1. Responsibilities of the WPC Manager
6.3.2. Responsibilities of the crew and crew size
6.3.3. Stabilization for active and inactive disturbed soil areas
6.3.4. Stockpile management
6.3.5. Corrective actions taken for deficiencies identified during pre-storm visual inspection
6.4. Activities to be performed during storm events including:
6.4.1. Responsibilities of the WPC Manager
6.4.2. Responsibilities of the crew and crew size
6.4.3. BMP maintenance and repair
6.5. Description of flood contingency measures
You must have the REAP onsite at least 24 hours before a predicted rain event. A printed copy of each REAP must be at the job site as part of the SWPPP
Implement the REAP including mobilizing crews to complete activities no later than 24 hours before precipitation occurs.
IMPLEMENTATION REQUIREMENTS
SWPPP Implementation
Obtain, install, and maintain a rain gauge at the job site. Observe and record daily precipitation.
Monitor the National Weather Service Forecast Office on a daily basis. For forecasts, go to:
http://www.srh.noaa.gov/forecast
Whenever you or the Engineer identifies a deficiency in the implementation of the approved SWPPP:
1. Correct the deficiency immediately, unless the Engineer agrees to a later date for making the correction
2. Correct the deficiency before precipitation occurs
If you fail to correct the deficiency by the agreed date or before the onset of precipitation, the Department may correct the deficiency and deduct the cost of correcting the deficiency from payment.
Continue SWPPP implementation during any temporary suspension of work activities.
Install WPC practices within 15 days or before predicted precipitation, whichever occurs first.
Numeric Action Levels (NALs)
If the project is risk level 2 or risk level 3, then it is subject to NALs:
Parameter Test Method Detection
Limit (Min)
Unit Numeric Action Limit
pH Field test calibrated
with portable
instrument
0.2 pH units Lower NAL = 6.5 Upper
NAL = 8.5
Turbidity Field test calibrated
with portable
instrument
1 NTU 250 NTU
Numeric Effluent Limits (NELs)
If the project is risk level 3, then it is subject to NELs:
Parameter Test Method Detection
Limit (Min)
Unit Numeric Effluent Limit
pH Field test calibrated
with portable
instrument
0.2 pH units Lower NEL = 6.0 Upper
NEL = 9.0
Turbidity Field test calibrated
with portable
instrument
1 NTU 500 NTU
The storm event daily average for storms up to the 5-year, 24-hour storm, must not exceed the NEL for turbidity.
The daily average sampling results must not exceed the NEL for pH.
Storm Water Sampling and Analysis Day
Storm Water Sampling and Analysis Day work includes preparation, collection, analysis, and reporting of storm water samples for turbidity, pH, and other constituents. If the project is risk level 2 or risk level 3, and there is a qualified rain event that produces runoff, comply with the project's SAP for preparation, collection, analysis, and reporting of storm water samples. Collect:
1. Samples for each non-visible pollutant source and a corresponding uncontaminated control sample
2. Samples for turbidity, pH, and other constituents as specified
3. At least 3 samples for each day of each qualifying rain event
4. Samples for all locations where the storm water is discharged off-site Perform sample collection during:
1. First 2 hours of each qualified rain event that produces runoff
2. Normal working hours
If the project is risk level 3, obtain receiving water samples.
You are not required to physically collect samples during dangerous weather conditions such as flooding or electrical storms.
If downstream samples show increased levels, assess WPC practices, site conditions, and surrounding influences to determine the probable cause for the increase.
Inspection
The WPC Manager must oversee inspections for WPC practices identified in the SWPPP:
1. Before a forecasted storm
2. After precipitation that causes site runoff
3. At 24-hour intervals during extended precipitation
4. On a predetermined schedule, a minimum of once a week The WPC Manager must oversee daily inspections of:
1. Storage areas for hazardous materials and waste
2. Hazardous waste disposal and transporting activities
3. Hazardous material delivery and storage activities
4. WPC practices specified under "Construction Site Management" of these special provisions
The WPC Manager must use the Storm Water Site Inspection Report provided in the Preparation Manual.
The WPC Manager must prepare BMP status reports that include the following:
1. Location and quantity of installed WPC practices
2. Location and quantity of disturbed soil for the active or inactive areas Within 24 hours of finishing the weekly inspection, the WPC Manager must submit:
1. Copy of the completed site inspection report
2. Copy of the BMP status report
REPORTING REQUIREMENTS
Storm Water Annual Report
Storm Water Annual Report work includes certifications, monitoring and inspection results, and obtaining Storm Water Annual Report acceptance. The WPC Manager must prepare a Storm Water Annual Report. The report must:
1. Use an approved report format
2. Include project information including description and location
3. Include storm water monitoring information including:
3.1. Summary and evaluation of sampling and analysis results including laboratory reports
3.2. Analytical methods, reporting units, detections limits for analytical parameters
3.3. Summary of corrective actions
3.4. Identification of corrective actions or compliance activities that were not implemented
3.5. Summary of violations
3.6. Names of individuals performing storm water inspections and sampling
3.7. Logistical information for inspections and sampling including location, date, time, and precipitation
3.8. Visual observations and sample collection records
4. Include documentation on training for:
4.1. Individuals responsible for NPDES permit compliance
4.2. Individuals responsible for BMP installation, inspection, maintenance, and repair
4.3. Individuals responsible for preparing, revising, and amending the SWPPP NAL Exceedance Report
If the project is risk level 2 or risk level 3 and an effluent sample exceeds a NAL, notify the Engineer and submit a NAL Exceedance Report no later than 48 hours after the conclusion of the storm event. The report must:
1. Include the following field sampling results and inspections:
1.1. Analytical methods, reporting units, and detection limits
1.2. Date, location, time of sampling, visual observation and measurements
1.3. Quantity of precipitation of the storm event
2. Description of BMPs and corrective actions taken to manage NAL exceedance NEL Violation Report
If the project is risk level 3 and an NEL is exceeded, notify the Engineer and submit a NEL Violation Report within 6 hours. The report must:
1. Include the following field sampling results and inspections:
1.1. Analytical methods, reporting units, and detection limits
1.2. Date, location, time of sampling, visual observations and measurements
1.3. Quantity of precipitation of the storm event
2. Description of BMPs and corrective actions taken to manage NEL exceedance If the project is risk level 2 or risk level 3, submit all sampling results to the Engineer no later than 48 hours after the conclusion of a storm event.
PAYMENT
The contract lump sum price paid for “Water Pollution Control” includes full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all the work involved in street sweeping, including disposal of collected material, as shown on the plans, as specified in the Standard Specifications, these special provisions, and as directed by the Engineer.
The contract lump sum price paid for prepare storm water pollution prevention plan includes full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all the work involved in preparing, obtaining approval of, and amending the SWPPP and CSMP, inspecting water pollution control practices, as specified in the Standard Specifications and these special provisions, and as directed by the Engineer.
The City does not adjust payment for an increase or decrease in the quantity of storm water sampling and analysis day.
You may request or the Engineer may order laboratory analysis of storm water samples. Laboratory analysis of storm water samples will be paid for as extra work under Section 4- 1.05D, "Extra Work," of the State Standard Specifications.
The City does not pay for the preparation, collection, laboratory analysis, and reporting of storm water samples for non-visible pollutants if WPC practices are not implemented before precipitation or if a failure of a WPC practice is not corrected before precipitation.
The City does not pay for implementation of WPC practices in areas outside the highway right- ofway not specifically provided for in the plans or in the special provisions.
The City does not pay for WPC practices installed at your construction support facilities.
WPC practices for which there are separate bid items of work are measured and paid for as those bid items of work.
AS-BUILT DRAWINGS
Record Drawings shall be submitted before the notice of completion is filed and must include the following:
• Shall be submitted on Mylar, at least 24”x 36”, and shall bear the name, address, telephone number of the firm preparing the drawings and in electronic (AutoCAD) format. • Surveyor’s/Engineers statement (with embossed or wet seal and with and original signature on each sheet) shall verify the as-built drawings reflect the true conditions in the field. • Contractor’s statement (with original signature on each sheet) shall verify all construction specifications and product qualities have been met or exceeded. • “AS-BUILT DRAWINGS” or “RECORD DRAWINGS” shall be clearly labeled on each sheet. • The location and elevation of the benchmark referenced will be shown on the drawing. • Corrected placement, grade, elevation and alignment of roads, water system, sewer and storm system, lighting system and appurtenances, pipe sizes, material changes, shall all be shown on as-built drawing.
• All horizontal distances shall be shown to the nearest tenth of a foot (0.1’). All elevations shall be shown to the nearest five hundredths of a foot (0.05’).
Full compensation for conforming to the requirements of this section shall be considered as included in the price paid for the various contract items of work involved and no additional compensation will be made.
TABLE OF CONTENTS
GENERAL VANG PAO PARK TECHNICAL SPECIFICATIONS
DIVISION 01 GENERAL REQUIREMENTS
ADMINISTRATIVE REQUREMENTS 01300
QUALITY REQUIREMENTS 01400
TEMPORARY FACILITIES AND CONTROLS 01500
TEMPORARY UTILITIES 01510
VEHICULAR ACCESS AND PARKING 01550
ENVIRONMENTAL PROTECTION 01570
PRODUCT REQUIREMENTS 01600
EXECUTION REQUIREMENTS 01700
CLOSEOUT PROCEDURES 01770
CLOSEOUT SUBMITTALS 01780
OPERATIONS AND MAINTENANCE DATA 01782
DIVISION 02 EXISTING CONDITIONS
DEMOLITION 02100
SITE CLEARING 02230
LANDSCAPE GRADING 02260
FILL AND BACKFILL 02316
AGGREGATE BASE COURSE 02721
PAVEMENT JOINT SEALANTS 02764
LANDSCAPE INSTALLATION 02905
DIVISION 03 CONCRETE
CONCRETE 30000
CONCRETE FORMING AND ACCESSORIES 31000
TABLE OF CONTENTS
GENERAL VANG PAO PARK TECHNICAL SPECIFICATIONS
DIVISION 10 SPECIALTIES
SIGNS AND SIGNPOSTS 10430
DIVISION 11 EQUIPMENT
PLAYGROUND EQUIPMENT 11 68 00
DIVISION 16 ELECTRICAL (PRE-2004 FORMAT)
ELECTRICAL GENERAL REQUIREMENTS 16050
BASIC ELECTRICAL MATERIALS AND METHODS 16100
LIGHTING 16500
DIVISION 26 ELECTRICAL
EXTERIOR LIGHTING 25 56 00
SOLAR LIGHTING 25 56 70
DIVISION 31 EARTHWORK
SITE PREPARATION 31 10 00
EARTHWORK 31 20 00
STRUCTURAL EXCAVATION AND FILL 31 23 00
TRENCHING, BACKFILLING, AND COMPACTION 31 23 16
HYDROSEED 31 25 14.13
DIVISION 32 EXTERIOR IMPROVEMENTS
EXTERIOR IMPROVEMENTS LANDSCAPE MAINTENANCE 32 01 90.13
TABLE OF CONTENTS
GENERAL VANG PAO PARK TECHNICAL SPECIFICATIONS
ASPHALT PAVING AND BASE 32 12 16
PAVEMENT MARKING AND SIGNS 32 12 23
DECOMPOSED GRANITE PAVING 32 15 41.10
CONCRETE SIDEWALK AND CURBS 32 16 00
PLAYGROUND RESILIENT SURFACING POURED-IN-PLACE 32 18 16.13 DECORATIVE METAL FENCES AND GATES 32 31 19
SITE FURNISHINGS AND EQUIPMENT 32 33 00
PLANTING IRRIGATION 32 84 00
DIVISION 33 UTILITIES
WATER UTILITY DISTRIBUTION PIPING 33 11 00
SANITARY SEWERAGE UTILITIES 33 30 00
SITE DRAINAGE 33 40 00
General Vang Pao Park Section 01300
February 2026 Administrative Requirements
01300-1
SECTION 01300
ADMINISTRATIVE REQUIREMENTS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Preconstruction meeting.
B. Site mobilization meeting.
C. Progress meetings.
D. Construction progress schedule.
E. Submittals for review, information, and project closeout.
F. Number of copies of submittals.
G. Submittal procedures.
1.02 RELATED SECTIONS
A. Project General Conditions.
PART 2 PRODUCTS
NOT USED
PART 3 EXECUTION
3.01 PRECONSTRUCTION MEETING
A. The Owner will schedule a meeting after Notice of Award.
B. Attendance Required:
1. The Owner
2. Landscape Architect
4. Contractor
5. Landscape Contractor
6. Sub-contractors as requested by the Owner
C. Agenda
1. Submission of list of Subcontractors, list of Products and schedule of values.
2. Designation of personnel representing the parties to Contract, The Owner, Contractor, Construction Management firm and Landscape Architect.
3. Procedures and processing of field decisions, submittals, substitutions, applications for payments, proposal request, Change Orders, and Contract closeout procedures.
General Vang Pao Park Section 01300
February 2026 Administrative Requirements
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4. Critical Path Scheduling.
D. The Landscape Architect will record minutes and distribute copies after meeting to participants.
3.02 SITE MOBILIZATION MEETING
A. The Owner’s Representative will schedule a meeting at the Project site prior to Contractor occupancy.
B. Attendance Required:
1. Contractor
2. The Owner
3. Landscape Architect
4. Contractor's Superintendent
5. Major Subcontractors
C. Agenda:
1. Use of premises by The Owner and Contractor.
2. The Owner's requirements and occupancy prior to completion.
3. Permit requirements.
4. Construction facilities and controls provided by Owner.
5. Temporary utilities.
6. Survey and park layout.
7. Security and housekeeping procedures.
8. Critical Path Schedules.
9. Application for payment procedures.
10. Procedures for testing.
11. Procedures for maintaining record documents.
12. Requirements for start-up of equipment.
13. Inspection and acceptance of equipment put into service during construction period.
3.03 PROGRESS MEETINGS
A. Schedule and administer meetings throughout progress of the Work at maximum oneweek intervals.
B. The Owner will make arrangements for meetings, prepare agenda with copies for participants, and preside at meetings.
C. Attendance Required: Job superintendent, major Subcontractors and suppliers, the Owner and others, as appropriate to agenda topics for each meeting.
D. Agenda:
1. Review minutes of previous meetings.
General Vang Pao Park Section 01300
February 2026 Administrative Requirements
01300-3
2. Review of Critical Path Work progress.
3. Field observations, problems, and decisions.
4. Identification of problems that may impede planned progress.
5. Review of submittals schedule and status of submittals.
6. Review of off-site fabrication and delivery schedules.
7. Submit updated schedule and critical path items.
8. Corrective measures to regain projected schedules.
9. Planned progress during succeeding work period.
10. Maintenance of quality and work standards.
11. Effect of proposed changes on progress schedule and coordination.
12. Other business relating to Work.
E. The Architect will record minutes and distribute copies after meeting to participants.
3.04 CONSTRUCTION PROGRESS SCHEDULE
A. See Contract General Conditions for Schedules Required of Contractor B. Construction Timeline Priorities – Contract shall coordinate schedule with Owner’s prefabricated restroom contractor to have utilities stubbed out and restroom pad ready for restroom contractor to install restroom.
3.05 SUBMITTALS FOR REVIEW
A. When the following are specified in individual sections, submit them for review:
1. Product data.
2. Shop drawings.
3. Samples for selection.
4. Samples for verification.
5. Ten (10) days before scheduled work, provide mock-up samples onsite for inspection of samples over 50 pounds.
B. Submit to the Owner’s Representative for the limited purpose of checking with information given and the design concept expressed in the contract documents.
C. Samples will be reviewed only for aesthetic, color, or finish selection.
D. After review, provide copies and distribute in accordance with SUBMITTAL PROCEDURES article below and for record documents purposes described in Section 01780 - CLOSEOUT SUBMITTALS.
3.06 SUBMITTALS FOR INFORMATION
A. When the following are specified in individual sections, submit them for information:
1. Design data.
General Vang Pao Park Section 01300
February 2026 Administrative Requirements
01300-4
2. Certificates.
3. Test reports.
4. Inspection reports.
5. Manufacturer's instructions.
6. Manufacturer's field reports.
6. Other types indicated.
B. Small size sheets, not larger than 8-1/2 x 11; submit the number of copies which the Contractor requires, plus three copies for the Owner, plus one copy for Landscape Architect.
3.07 SUBMITTALS FOR PROJECT CLOSEOUT
A. When the following are specified in individual sections, submit them at project closeout:
1. Project record documents.
2. Operation and maintenance data.
3. Warranties.
4. As-built documents.
5. Other types as indicated.
B. Submit for the Owner's benefit during and after project completion.
3.08 NUMBER OF COPIES OF SUBMITTALS
A. Documents for Review: Submit the number of copies which the Contractor requires, plus three copies for the Owner, plus one copy for the Landscape Architect.
1. Small size sheets, not larger than 8-1/2 x 11 inches: Submit the number of copies the Contractor requires, plus two copies, which will be retained by the Landscape Architect.
2. Larger Sheets, Not Larger Than 11 x 17 inches: Submit to the Owner the number of opaque reproductions which Contractor requires, plus two copies which will be retained by the Landscape Architect.
B. Documents for Information: Submit two copies.
C. Documents for Project Closeout: Make one copy of submittal originally reviewed.
D. Samples: Submit the number specified in individual specification sections, one of which will be retained by the Landscape Architect.
1. Retained samples will not be returned to Contractor unless specifically so stated.
3.09 SUBMITTAL PROCEDURES
General Vang Pao Park Section 01300
February 2026 Administrative Requirements
01300-5
A. Transmit each submittal with AIA Form G810.
B. Sequentially number the transmittal form. Revise submittals with original number and a sequential alphabetic suffix.
C. Identify Project, Contractor, Subcontractor or supplier; pertinent drawing and detail number; and specification section number, as appropriate on each copy.
D. Apply Contractor's stamp, signed or initialed certifying that review, approval, verification of Products required, field dimensions, adjacent construction Work, and coordination of information is in accordance with the requirements of the Work and Contract Documents.
E. Submit three (3) copies of each submittal for the landscape architect to retain plus the number of copies the Contractor would like returned for their use.
F. Deliver submittals to the Landscape Architect’s business address.
G. Schedule submittals to expedite the Project, and coordinate submission of related items.
H. Make submissions within the following number of days from issuance of Notice to Proceed:
1. Items needed in initial stages of work, or requiring long lead-time for ordering: 15 days.
2. All electrical equipment items: 21 calendar days
3. All other items including all samples: 30 calendar days I. For each submittal for review, allow 15 days excluding delivery time to and from the Contractor.
J. Identify variations from Contract Documents and Product or system limitations that may be detrimental to successful performance of the completed Work.
K. Provide space for Contractor and Landscape Architects review stamps.
L. When revised for resubmission, identify all changes made since previous submission.
M. Distribute copies of reviewed submittals as appropriate. Instruct parties to promptly report any Inability to comply with requirements.
N. Submittals not requested will not be recognized or processed.
END OF SECTION
General Vang Pao Park Section 01400
February 2026 Quality Requirements
01400-1
SECTION 01400
QUALITY REQUIREMENTS
PART1 GENERAL
1.01 SECTION INCLUDES
A. Control of installation.
B. Testing and inspection services.
1.02 RELATED SECTIONS
A. General Conditions
B. Section 01300 Submittals
C. Section 01700 Contract Closeout
D. Individual Specifications Section: Submittals, inspection and testing required, and standards for testing.
1.03 REFERENCES
A. Title 24, California Building Code, current edition.
B. ASTM C 1077 - Standard Practice for Laboratories Testing Concrete and Concrete Aggregates for Use in Construction and Criteria for Laboratory Evaluation.
1.04 TESTING AND INSPECTION AGENCIES
A. The respective Sections of these specifications contain detailed requirements for materials testing and inspections to be performed by an approved testing laboratory.
B. All costs incurred for testing laboratory services shall be paid for by the Owner.
However, should re-testing be required due to contractor’s failure to comply with the Contract Document requirements, the Contractor shall pay costs of re-testing.
1.05 OWNER’S RESPONSIBILITIES
A. Owners will select and employ a pre-qualified, independent testing laboratory to perform inspections, sampling and testing of materials as specified in the individual Specifications Section.
B. Owner will pay for all initial testing laboratory services as described within the
General Vang Pao Park Section 01400
February 2026 Quality Requirements
01400-2
Contract Document or not normally required by codes and ordinances.
C. When the initial tests indicate non-compliance with the Contract Documents, the costs all subsequent re-testing occasioned by the non-compliance shall be deducted by the Owner from the Contract Sum.
1.06 CONTRACTOR’S RESPONSIBLITIES
A. Cooperate with laboratory personnel, provide access to work, arrange access to manufacturer’s operations.
B. Provide laboratory preliminary representative samples of materials to be tested, in required quantities.
C. Furnish copies of mill test reports.
D. Provide casual labor and facilities for access to work being tested; obtain and handle supplies at the site; facilitate inspections and tests; provide facilities for laboratory’s exclusive use for storage and curing of test samples.
E. Coordinate requests for testing by Owner-employed testing laboratory through the Owner’s Representative. Notify Owner’s Representative two (2) working days in advance of operations to allow for assignment of personnel and scheduling of tests.
F. Pay for additional laboratory inspections, sampling and testing required for Contractor’s convenience and when initial test indicate that work does not comply with Contract Documents.
G. Pay for inspections and tests required by code or ordinances or by a plan approval authority, and made by legally constituted authority (i.e., municipal deputy inspector), unless otherwise provided for the Contract Documents.
H. When required on individual Specifications Section, submit manufacturer’s certificate, executed by responsible officer, certifying that product meet or exceed specified requirements. Provide certification in duplicate.
1.07 TESTING LABORATORY RESPONSIBILITIES
A. Perform specified inspections, sampling and testing of materials and methods of construction, comply with specified standards. Ascertain compliance with requirements of Contract Documents.
B. Provide prompt notification of irregularities or deficiencies of work observed during performance of services.
C. Perform additional inspections and tests required by Owner’s Representative.
General Vang Pao Park Section 01400
February 2026 Quality Requirements
01400-3
D. After each inspection and test, promptly submit copies of laboratory report to the Owner. Reports are to include: Date issued, project title and number, name of inspector, date and time of sampling or inspection, identification of product and Specification Section(s), location in the project, type of inspection or test, date of test and results of test, When requested by Owner’s Representative provide interpretation of test results.
E. Testing Laboratory shall have no authority to: release, revoke, alter, or enlarge on requirements of Contract Documents; approve, accept or stop any portion of the work; perform any duties of the Contractor.
PART 2 PRODUCTS
NOT USED
PART 3 EXECUTION
NOT USED
END OF SECTION
General Vang Pao Park Section 01500
February 2026 Temporary Facilities and Controls
01500-1
SECTION 01500
TEMPORARY FACILITIES AND CONTROLS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Temporary Field Office.
B. Temporary utilities.
C. Temporary telephone service.
D. Temporary sanitary facilities.
E. Temporary Controls: Barriers and fencing.
F. Security requirements.
G. Waste removal facilities and services.
H. Project identification sign.
I. Dust control.
J. Erosion control
K. Existing Conditions verification.
1.02 RELATED SECTIONS
A. Section 01510 - Temporary Utilities.
B. Section 01550 - Vehicular Access and Parking.
C. County General Conditions Section 10.
1.03 TEMPORARY UTILITIES - See Section 01510
1.04 TEMPORARY SANITARY FACILITIES
A. Provide and maintain portable construction toilet facilities for Contractor's employees and Owner Representatives.
1. Toilet Facilities: Provide sufficient suitably enclosed toilets with urinal for use by all trades engaged on project. The Owner shall approve location.
2. Washing Facilities: Provide properly mounted and adequate wash sinks connected to water supply, in location approved by the Owner.
3. Drinking Water Facilities: Provide clean, sanitary, and adequate drinking water.
B. Maintain daily in clean and sanitary condition.
1.05 BARRIERS AND ACCESS
A. Provide barriers to prevent unauthorized entry to construction areas, to allow for owner and residents access to their property and to protect existing facilities and adjacent properties from damage from construction operations and demolition.
B. Provide barricades required by governing authorities for public rights-of-way.
General Vang Pao Park Section 01500
February 2026 Temporary Facilities and Controls
01500-2
C. Protect non-owned vehicular traffic, stored materials, site, and structures from damage.
1.06 SECURITY
A. Contractor is responsible for security of areas of his work during the entire time of the Contract. Within this responsibility, the Contractor will repair and/or replace all damages to the work and loss of materials due to vandalism or theft. This includes damages to existing facilities due to construction activities.
1.07 VEHICULAR ACCESS AND PARKING
A. Coordinate access and haul routes with governing authorities and the Owner.
B. Provide and maintain access to fire hydrants and the emergency vehicle access and access to adjacent residential housing for the public and the Owner, free of obstructions.
C. Provide means of removing mud from vehicle wheels before entering streets.
1.08 WASTE REMOVAL
A. Provide waste removal facilities and services as required to maintain the site in clean and orderly condition.
B. Provide containers with lids. Dispose of waste off-site weekly.
1.09 PROJECT IDENTIFICATION SIGN
A. Provide project identification sign to be posted in advance of construction. Provide painted plywood project identification sign, size to be 4' x 6' and must last the duration of the Project. Sign to read: Hewitt Park Renovation, date of construction, construction company name and contact phone number. Design approval of the sign by the Owner and shall be obtained prior to fabrication and construction.
B. Erect on site at location to be approved by the owner.
C. No other signs are allowed without Owner permission except those required by law.
1.10 FIELD OFFICE
Contractor may locate a field office trailer onsite. Size and location of trailer to be approved by Owner prior to placement.
1.11 DUST CONTROL
General Vang Pao Park Section 01500
February 2026 Temporary Facilities and Controls
01500-3
A. Use water wagons or spray from hoses to control dust created by work operations.
B. Comply with all local and state dust control ordinances.
1.12 EROSION CONTROL
A. Contractor is advised that the State of California has adopted National Pollution Discharge Elimination Requirements in accordance with the requirements of the Clean Water Act. This project is subject to all of the requirements contained in those acts. The contractor shall abide by all of the laws, ordinances, and regulations associated with the NPDES and the Clean Water Act.
B. The SWPPP must be maintained throughout the course of construction and be available at the construction site. The contractor is advised that he shall conform to this requirement and that he shall implement all of the measures required by the SWPPP, including maintenance of diligent record keeping and logs as required by the SWPPP.
C. The contractor shall provide copies of the updated SWPPP to the Owner prior to starting construction operations. The contractor shall provide copies of his SWPPP records and logs during the course of construction, on a monthly basis to the Owner.
The contractor shall also keep copies of these records and logs with the SWPPP at the construction site for potential viewing by the State of California Regional Water Quality Control Board.
1.13 EXISTING CONDITIONS VERIFICATION
A. Contractor shall record existing site conditions, either by photographs or video, to provide a record of pre-construction site conditions.
1.14 REMOVAL OF UTILITIES, FACILITIES, AND CONTROLS
A. Remove temporary field office, utilities, equipment, facilities, and materials prior to Final Application for Payment inspection.
B. Remove underground installations to a minimum depth of 2 feet.
C. Clean and repair damage caused by installation or use of temporary work.
D. Unless otherwise directed, restore existing and permanent facilities used during construction to original condition.
E. Maintenance and Removal:
1. Maintain all temporary facilities and controls as long as needed for safe and proper completion of work. Remove all such temporary facilities and controls as rapidly as progress of work will permit.
2. Non-compliance with requirements within this section may result in payment being withheld and/or deductive change orders for lack of proper facilities and controls. If necessary, the owner will provide such facilities and controls as required and back charge the Contractor.
General Vang Pao Park Section 01500
February 2026 Temporary Facilities and Controls
01500-4
PART 2 PRODUCTS
NOT USED
PART 3 EXECUTION
NOT USED
END OF SECTION
General Vang Pao Park Section 01510
February 2026 Temporary Utilities
01510-1
SECTION 01510
TEMPORARY UTILITIES
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Temporary Electricity.
B. Temporary Water.
1.02 RELATED SECTIONS
A. Section 01500 - Temporary Facilities and Controls: temporary sanitary facilities required by law.
1.03 TEMPORARY ELECTRICITY
A. Cost: By Contractor.
B. It is expected that electrical needs by the Contractor will only require their own generator. If additional electrical services are needed, then the following shall apply; C. Provide separate electrical source or metering and reimburse the Owner for cost of energy used. Exercise measures to conserve energy.
D. Provide temporary electric feeder from electrical service at location as directed.
E. Complement existing power service capacity and characteristics as required.
F. Provide power outlets for construction operations, with branch wiring and distribution boxes located as required. Provide flexible power cords as required.
G. Provide main service disconnect and over-current protection at convenient location and meter.
H. Permanent convenience receptacles may be utilized during construction.
I. Provide adequate distribution equipment, wiring, and outlets to provide single-phase branch circuits for power.
1.04 TEMPORARY WATER SERVICE
A. Cost of Water Used: By Contractor. Contractor to pay for water used for on-site work before irrigation system is connected.
B. Contractor to coordinate metering of water use with Owner.
C. Provide and maintain suitable quality water service for construction operations at time of project mobilization.
D. Extend branch piping with outlets located so water is available by hoses with threaded connections.
PART 2 PRODUCTS
NOT USED
PART 3 EXECUTION
NOT USED
END OF SECTION
General Vang Pao Park Section 01550
February 2026 Vehicular Access and Parking
01550-1
SECTION 01550
VEHICULAR ACCESS AND PARKING
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Parking.
B. Construction parking controls.
C. Haul routes.
1.02 RELATED SECTIONS
A. Section 01500 TEMPORARY FACILITIES AND CONTROLS
PART 2 – NOT USED
PART 3 EXECUTION
3.01 PARKING
A. Arrange for temporary parking at staging area to accommodate use of construction personnel.
B. Locate as approved by the Owner.
3.02 CONSTRUCTION PARKING CONTROL
A. Control vehicular parking to prevent interference with public traffic and parking, access by emergency vehicles, and Owner's operations.
3.03 HAUL ROUTES
A. Consult with authority having jurisdiction, establish public thoroughfares to be used for haul routes and site access.
B. Confine construction traffic to designated haul routes.
C. Maintain roads in satisfactory condition during the contract time. Repair damages attributable to work of the project at intervals as needed. At completion of Contract, roads and entryways shall be left in condition at least equal to that existing at start of Contract, except as may be otherwise required by Contract Documents.
D. Temporary access reads are to be provided by and completely removed by the Contractor upon completion of work.
END OF SECTION
General Vang Pao Park Section 01570
February 2026 Environmental Protection
01570 - 1
SECTION 01570
ENVIRONMENTAL PROTECTION
PART 1 GENERAL
1.01 DESCRIPTION
A. This section describes the requirements for the conservation and protection of environmental resources at the work site during and as the result of construction activities, except as otherwise specified. State and federal environmental statutes, rules, regulations, and policies have been enacted to protect environmental resources by ensuring that significant environmental impacts of projects are identified and adequate mitigation measures are incorporated into the project. Environmental protection affects several resource areas, including biological resources, cultural resources, air quality, and water quality. Potential impacts may occur through the generation of noise, dust emissions, discharges of pollutants, disturbances to terrestrial and aquatic areas, additional traffic, creation of traffic obstructions and other threats to public safety, and degradation of resources.
Construction activities shall be in accordance with environmental and regulatory permits issued for the project and the Contractor may be held responsible for any violations as prescribed by law. If the Contractor's actions cause infractions that require suspension of work, then the Engineer may, without limiting the City's other rights and remedies, suspend work as specified in the General Conditions.
B. The Contractor shall be responsible for the sequence and control of construction activities, selection and maintenance of equipment, and the conduct of the Contractor's employees at the work site to ensure that specific mitigation measures to reduce or eliminate identified environmental impacts are implemented.
C. Contractor's personnel failing or refusing to carry out requirements of this section in the opinion of the Engineer, shall be removed from the work site if ordered.
D. Construction equipment failing to produce the quality of work within the requirements of this section, in the opinion of the Engineer, shall be removed from the work site if ordered.
E. The Contractor shall minimize construction activities causing disturbances to vegetation, wildlife or cultural resources. Construction activities may be restricted in various ways that include, but are not limited to, the environmental protection and/or mitigation measures specified.
1.02 RELATED SECTIONS
A. Drawings, General Conditions, Supplementary General Conditions, Special Provisions and other Division 1 sections apply to this section. This section may require direct correlation with the following sections of the contract:
1. Section 02260 – Landscape Grading