The URL can be used to link to this page

075-22 - Ceccanti, Inc. - ContractCONTRACT CITY OF PORT ORCHARD McCormick Village Park Splash Pad Treatment Facility Installation CONTRACT NO. C075-22 THIS CONTRACT ("Contract") is made and entered into this 26th day of July, 2022, by and between the City of Port Orchard, a municipality incorporated and existing under the laws of the State of Washington, hereinafter called the "City," and Ceccanti, Inc., hereinafter called the "Contractor." WITNESSETH: I. General Provisions. A. Description of Work. The Contractor, in consideration of the covenants, agreements and payments to be performed and made by the City, hereby covenants and agrees to furnish all labor, tools, materials, equipment and supplies required for, and to execute, construct and finish in full compliance with the Contract Documents, McCormick Village Park Splash Pad Treatment Facility Installation. The Contractor further agrees to perform all such work for the Contract Price stated in the Contractor's Bid Proposal dated June 24, 2022, attached hereto and incorporated herein by this reference as if set forth in full. Contractor further represents that the services furnished under this Agreement will be performed in accordance with and as described in the attached plans and specifications and with the Port Orchard Municipal Code, the City's Public Works Standards, which includes (but is not limited to) the 2021 edition of the WSDOT Standard Specifications for Road, Bridge, and Municipal Construction (which shall apply except where noted otherwise). All of these standards are by this reference incorporated herein and made a part hereof. Contractor further represents that the services furnished under this Agreement will be performed in accordance with generally accepted professional practices within the Puget Sound region in effect at the time such services are performed. The Contract Documents include: Exhibit A -a confirmed copy of the Proposal made by the Contractor on June 24, 2022, together with the Instructions to Bidders. Exhibit B — The Project Manual for the McCormick Village Park Splash Pad Treatment Facility Installation. Exhibit C — Retainage Options All Exhibits to this Contract are by this reference incorporated herein and made a part hereof as if set forth in full. Rev 3118122 City of Port Orchard and Ceccanti, Inc. McCormick Village Park Splash Pad Treatment Facility Installation Project # PW2022-008 Contract #C075-22 Page 1 of 30 B. Time of Completion. Time is of the essence of this Contract. It is agreed that the Preconstruction Phase work covered by this Contract shall start within 14 calendar days after Notice to Proceed is issued and that Construction Phase shall begin after September 12, 2022. Construction shall be complete not later than March 31, 2023. C. Liquidated Damages. It is further agreed that the City will suffer damage and be put to additional expense in the event that the Contractor shall not have the specified portions of the work completed in all its parts in the time specified, and as it may be difficult to accurately compute the amount of such damage, the Contractor expressly covenants and agrees to pay to the City liquidated damages, the sum as calculated by the equation shown in Section 1-08.9 of the WSDOT Standard Specifications, for each and every working day said work is not complete beyond the time shown in the Proposal. II. Non -Discrimination. During the performance of this Contract, the Contractor, for itself, its assignees, and successors in interest agrees to comply with the following non-discrimination statutes and authorities; including but not limited to compliance with the following Pertinent Non -Discrimination Authorities: • Title VI of the Civil Rights Act of 1964 (42 U S.C. § 2000d et seq., 78 stat. 252), (prohibits discrimination on the basis of race, color, national origin); and 49 C.F.R. Part 21. • The Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970, (42 U.S.C. § 4601), (prohibits unfair treatment of persons displaced or whose property has been acquired because of Federal or Federal -aid programs and projects); Federal -Aid Highway Act of 1973, (23 U.S.C. § 324 et seq.), (prohibits discrimination on the basis of sex); • Section 504 of the Rehabilitation Act of 1973, (29 U.S.C. § 794 et seq.), as amended, (prohibits discrimination on the basis of disability); and 49 C.F.R. Part 27; The Age Discrimination Act of 1975, as amended, (42 U S.C. § 6101 et seq.), (prohibits discrimination on the basis of age); A Airport and Airway Improvement Act of 1982, (49 USC§ 471, Section 4 7123), as amended, (prohibits discrimination based on race, creed, color, national origin, or sex); The Civil Rights Restoration Act of 1987, (PL 100-209), (Broadened the scope, coverage and applicability of Title VI of the Civil Rights Act of 1964, The Age Discrimination Act of 1975 and Section 504 of the Rehabilitation Act of 1973, by expanding the definition of the terms "programs or activities" to include all of the programs or activities of the Federal -aid recipients, sub- recipients and contractors, whether such programs or activities are Federally funded or not); Titles II and III of the Americans with Disabilities Act, which prohibit discrimination on the basis of disability in the operation of public entities, public and private Rev 3118122 City of Port Orchard and Ceccanh, Inc. McCormick Village Park Splash Pad Treatment Facility Installation Project # PW2022-008 Contract #C075-22 Page 2 of 30 transportation systems, places of public accommodation, and certain testing entities (42 U.S.C. §§ 12131-12189) as implemented by Department of Transportation regulations at 49 C.P.R. parts 37 and 38; The Federal Aviation Administration's Non-discrimination statute (49 U.S.C. § 47123) (prohibits discrimination on the basis of race, color, national origin, and sex); • Executive Order 12898, Federal Actions to Address Environmental Justice in Minority Populations and Low-income Populations, which ensures discrimination against minority populations by discouraging programs, policies, and activities with disproportionately high and adverse human health or environmental effects on minority and low-income populations; • Executive Order 13166, Improving Access to Services for Persons with Limited English Proficiency, and resulting agency guidance, national origin discrimination includes discrimination because of limited English proficiency (LEP). To ensure compliance with Title VI, you must take reasonable steps to -ensure that LEP persons have meaningful access to your programs (70 Fed. Reg. at 74087 to 74100); • Title IX of the Education Amendments of 1972, as amended, which prohibits you from discriminating because of sex in education programs or activities (20 U.S.C. 1681 et seq). Title VI of the Civil Rights Act of 1964 The City of Port Orchard, in accordance with Title VI of the Civil Rights Act of 1964, 78 Stat. 252, 42 U.S.C. 2000d to 2000d-4 and Title 49, Code of Federal Regulations, Department of Transportation subtitle A, Office of the Secretary, Part 21, nondiscrimination in federally assisted programs of the Department of Transportation issued pursuant to such Act, must affirmatively ensure that its contracts comply with these regulations. Also, in accordance with Title VI, the City is required to include the following clauses in every contract subject to Title VI and its related regulations. Therefore, during the performance of this Contract, the Contractor, for itself, its assignees, and successors in interest agrees as follows: 1. Compliance with Regulations: The Contractor will comply with the Acts and the regulations relative to Nondiscrimination in Federally -assisted programs of the U.S. Department of Transportation, Federal Highway Administration (FHWA), as they may be amended from time to time, which are herein incorporated by reference and made a part of this Contract. 2. Nondiscrimination: The Contractor, with regard to the work performed by it during this Contract, will not discriminate on the grounds of race, color, national origin, sex, age, disability, income -level, or LEP in the selection and retention of subcontractors, including procurements of materials and leases of equipment. The Contractor will not participate directly or indirectly in the discrimination prohibited by the Acts and the Regulations as set forth in Appendix A, attached hereto and incorporated herein by this reference, Rev 3118122 City of Port Orchard and Ceccanli, Inc McCormick Village Park Splash Pad Treatment Facility Installation Project # PW2022-008 Contract 4CO75-22 Page 3 of 30 including employment practices when this Contract covers any activity, project, or program set forth in Appendix B of 49 C.F.R. part 21. 3. Solicitations for Subcontracts, Including Procurements of Materials and Equipment: In all solicitations, either by competitive bidding, or negotiation made by the Contractor for work to be performed under a subcontract, including procurements of materials, or leases of equipment, each potential subcontractor or supplier will be notified by the Contractor of the Contractor's obligations under this Contract and the Acts and the Regulations relative to Non-discrimination on the grounds of race, color, national origin, sex, age, disability, income -level, or LEP. 4. Information and Reports: The Contractor will provide all information and reports required by the Acts, the Regulations and directives issued pursuant thereto and will permit access to its books, records, accounts, other sources of information, and its facilities as may be determined by the City or the FHWA to be pertinent to ascertain compliance with such Acts, Regulations, and instructions. Where any information required of the Contractor is in the exclusive possession of another who fails or refuses to furnish the information, the Contractor will so certify to the City or the FHWA, as appropriate, and will set forth what efforts it has made to obtain the information. 5. Sanctions for Noncompliance: In the event of the Contractor's noncompliance with the Non-discrimination provisions of this Contract, the City will impose such contract sanctions as it or the FHWA may determine to be appropriate, including, but not limited to: 1. withholding payments to the Contractor under the Contract until the Contractor complies; and/or 2. cancelling, terminating, or suspending the Contract, in whole or in part. 6. Incorporation of Provisions: The Contractor will include the provisions of paragraphs one through six in every subcontract, including procurements of materials and leases of equipment, unless exempt by the Acts, the Regulations and directives issued pursuant thereto. The Contractor will take action with respect to any subcontract or procurement as the City or the FHWA may direct as a means of enforcing such provisions including sanctions for noncompliance. Provided, that if the Contractor becomes involved in, or is threatened with litigation by a subcontractor, or supplier because of such direction, the Contractor may request the City to enter into any litigation to protect the interests of the City. In addition, the Contractor may request the United States to enter into the litigation to protect the interests of the United States. III. Public Records Act Chapter 42.56 RCW Contractor understands that her/his bid response documents, and any contract documents may be subject to release under the Public Records Act Chapter 42.56 RCW and the City may be required to disclose such documents upon a request. Contractor acknowledges that s/he has Rev 3118122 City of Port Orchard and Ceccanti, Inc McCormick Village Park Splash Pad Treatment Facility Installation Project # PW2022-008 Contract #C075-22 Page 4 of 30 been advised to mark any records believed to be trade secrets or confidential in nature as "confidential." If records marked as "confidential' are found to be responsive to the request for records, the City as a courtesy to the Contractor, may elect to give notice to Contractor of the request so as to allow Contractor to seek a protective order from a Court. Contractor acknowledges and agrees that any records deemed responsive to a public records request may be released at the sole discretion of, and without notice by, the City. IV. Termination The City may terminate this contract for cause or for convenience. 1. Termination for Cause. The City may, upon 7 days written notice to Contractor and to its surety, terminate (without prejudice to any right or remedy of the City) the contract, or any part of it, for cause upon the occurrence of any one or more of the following events: Contractor fails to complete the work or any portion thereof with sufficient diligence to ensure substantial completion of the work within the contract time; Contractor is adjudged bankrupt, makes a general assignment for the benefit of its creditors, or a receiver is appointed on account of its insolvency; Contractor fails in a material way to replace or correct work not in conformance with the Contract Documents, Contractor repeatedly fails to supply skilled workers or proper materials or equipment; Contractor materially disregards or fails to comply with laws, ordinances, rules, regulations, or orders of any public authority having jurisdiction; or Contractor is otherwise in material breach of any provision of the contract. Upon termination, the City may, at its option, take possession of or use all documents, materials, equipment, tools, and construction equipment and machinery thereon owned by Contractor to maintain the orderly progress of, and to finish, the work, and finish the work by whatever other reasonable method it deems expedient. 2. Termination for Convenience. The City may, upon written notice, terminate (without prejudice to any right or remedy of the City) the contract, or any part of it, for the convenience of the City. 3. Settlement of Costs. If the City terminates for convenience, Contractor shall be entitled to make a request for an equitable adjustment for its reasonable direct costs incurred prior to the effective date of the termination, plus a reasonable allowance for overhead and profit on work performed prior to termination, plus the reasonable administrative costs of the termination, but shall not be entitled to any other costs or damages, whatsoever, provided however, the total sum payable upon termination shall not exceed the Contract Sum reduced by prior payments. Rev 3118122 City of Port Orchard and Ceccanti, Inc. McCormick Village Park Splash Pad Treatment Facility Installation Project # PW2022-008 Contract 9C075-22 Page 5 of 30 V. Corporate Surety Bond With this Contract, Contractor is furnishing a Corporate Surety Bond in the amount of Ekaht+a 1;m A xw% ' fr,Nu ,x(=l ollars as Surety, to ensure full compliance, execution and performance of this Contract by the Contractor in accordance with all its terms and provisions. VI. Independent Contractor. The parties intend that an Independent Contractor -Employer Relationship will be created by this Agreement and that the Contractor has the ability to control and direct the performance and details of its work, the City being interested only in the results obtained under this Agreement. VII. Employment of State Retirees. The City is a "DRS-covered employer" which is an organization that employs one or more members of any retirement system administered by the Washington State Department of Retirement Systems (DRS). Pursuant to RCW 41.50.139(1) and WAC 415-02-325(1), the City is required to elicit on a written form if any of the Contractor's employees providing services to the City retired using the 2008 Early Retirement Factors (ERFs), or if the Contractor is owned by an individual who retired using the 2008 ERFs, and whether the nature of the service and compensation would result in a retirement benefit being suspended. Failure to make this determination exposes the City to significant liability for pension overpayments. As a result, before commencing work under this Agreement, Contractor shall determine whether any of its employees providing services to the City or any of the Contractor's owners retired using the 2008 ERFs, and shall immediately notify the City and shall promptly complete the form provided by the City after this notification is made. This notification to DRS could impact the payment of retirement benefits to employees and owners of Contractor. Contractor shall indemnify, defend, and hold harmless the City from any and all claims, damages, or other liability, including attorneys' fees and costs, relating to a claim by DRS of a pension overpayment caused by or resulting from Contractor's failure to comply with the terms of this provision. This provision shall survive termination of this Agreement. Rev 3118122 City of Port Orchard and Ceccanti, Inc. McCormick Village Park Splash Pad Treatment Facility Installation Project # PW2022-008 Contract 9C075-22 Page 6 of 30 Vill. Changes. The City may issue a written change order for any change in the Contract work during the performance of this Agreement. If the Contractor determines, for any reason, that a change order is necessary, Contractor must submit a written change order request to the person listed in the Notice provision section of this Agreement, within fourteen (14) calendar days of the date Contractor knew or should have known of the facts and events giving rise to the requested change. If the City determines that the change increases or decreases the Contractor's costs or time for performance, the City will make an equitable adjustment. The City will attempt, in good faith, to reach agreement with the Contractor on all equitable adjustments. However, if the parties are unable to agree, the City will determine the equitable adjustment as it deems appropriate. The Contractor shall proceed with the change order work upon receiving either a written change order from the City or an oral order from the City before actually receiving the written change order. If the Contractor fails to require a change order within the time specified in this paragraph, the Contractor waives its right to make any claim or submit subsequent change order requests for that portion of the contract work. If the Contractor disagrees with the equitable adjustment, the Contractor must complete the change order work; however, the Contractor may elect to protest the adjustment as provided in subsections A through E of Section IX entitled, "Claims," below. The Contractor accepts all requirements of a change order by: (1) endorsing it, (2) writing a separate acceptance, or (3) not protesting in the way this section provides. A change order that is accepted by Contractor as provided in this section shall constitute full payment and final settlement of all claims for contract time and for direct, indirect and consequential costs, including costs of delays related to any work, either covered or affected by the change. IX. Claims. If the Contractor disagrees with anything required by a change order, another written order, or an oral order from the City, including any direction, instruction, interpretation, or determination by the City, the Contractor may file a claim as provided in this section. The Contractor shall give written notice to the City of all claims within fourteen (14) calendar days of the occurrence of the events giving rise to the claims, or within fourteen (14) calendar days of the date the Contractor knew or should have known of the facts or events giving rise to the claim, whichever occurs first. Any claim for damages, additional payment for any reason, or extension of time, whether under this Agreement or otherwise, shall be conclusively deemed to have been waived by the Contractor unless a timely written claim is made in strict accordance with the applicable provisions of this Agreement. At a minimum, a Contractor's written claim shall include the information set forth in subsections A, items 1 through 5 below. FAILURE TO PROVIDE A COMPLETE, WRITTEN NOTIFICATION OF CLAIM WITHIN THE TIME ALLOWED SHALL BE AN ABSOLUTE WAIVER OF ANY CLAIMS ARISING IN ANY WAY FROM THE FACTS OR EVENTS SURROUNDING THAT CLAIM OR CAUSED BY THAT DELAY. Rev 3118122 City of Port Orchard and Ceccanti, Inc McCormick village Park Splash Pad Treatment Facility Installation Project # PW2022-008 Contract 4CO75-22 Page 7 of 30 A. Notice of Claim. Provide a signed written notice of claim that provides the following information: 1. The date of the Contractor's claim; 2. The nature and circumstances that caused the claim; 3. The provisions in this Agreement that support the claim; 4. The estimated dollar cost, if any, of the claimed work and how that estimate was determined; and 5. An analysis of the progress schedule showing the schedule change or disruption if the Contractor is asserting a schedule change or disruption. B. Records. The Contractor shall keep complete records of extra costs and time incurred as a result of the asserted events giving rise to the claim. The City shall have access to any of the Contractor's records needed for evaluating the protest. The City will evaluate all claims, provided the procedures in this section are followed. If the City determines that a claim is valid, the City will adjust payment for work or time by an equitable adjustment. No adjustment will be made for an invalid protest. C. Contractor's Duty to Complete Protested Work. In spite of any claim, the Contractor shall proceed promptly to provide the goods, materials and services required by the City under this Agreement. D. Failure to Protest Constitutes Waiver. By not protesting as this section provides, the Contractor also waives any additional entitlement and accepts from the City any written or oral order (including directions, instructions, interpretations, and determination). E. Failure to Follow Procedures Constitutes Waiver. By failing to follow the procedures of this section, the Contractor completely waives any claims for protested work and accepts from the City any written or oral order (including directions, instructions, interpretations, and determination). X. Limitation Of Actions. CONTRACTOR MUST, IN ANY EVENT, FILE ANY LAWSUIT ARISING FROM OR CONNECTED WITH THIS AGREEMENT WITHIN 120 CALENDAR DAYS FROM THE DATE THE CONTRACT WORK IS COMPLETE OR CONTRACTOR'S ABILITY TO FILE THAT CLAIM OR SUIT SHALL BE FOREVER BARRED. THIS SECTION FURTHER LIMITS ANY APPLICABLE STATUTORY LIMITATIONS PERIOD. Rev 3118122 City of Port Orchard and Ceccanti, Inc. McCormick Village Park Splash Pad Treatment Facility Installation Project # PW2022-008 Contract 9C075-22 Page 8 of 30 XI. Warranty. Upon acceptance of the contract work, Contractor must provide the City a two-year warranty bond in the amount of twenty percent (20%) of the contract price a form and amount acceptable to the City. The Contractor shall correct all defects in workmanship and materials within two (2) years from the date of the City's acceptance of the Contract work, including replacing vegetation that fails to thrive. In the event any parts are repaired or replaced, only original replacement parts shall be used —rebuilt or used parts will not be acceptable. When defects are corrected, the warranty for that portion of the work shall extend for one (1) additional year from the date such correction is completed and accepted by the City. The Contractor shall begin to correct any defects within seven (7) calendar days of its receipt of notice from the City of the defect. If the Contractor does not accomplish the corrections within a reasonable time as determined by the City, the City may complete the corrections and the Contractor shall pay all costs incurred by the City in order to accomplish the correction. XII. Indemnification. Contractor shall defend, indemnify, and hold the City, its officers, officials, employees, agents and volunteers harmless from any and all claims, injuries, damages, losses or suits, including all legal costs and attorney fees, arising out of or in connection with the Contractor's performance of this Agreement, except for that portion of the injuries and damages caused by the sole negligence of the City. The City's inspection or acceptance of any of Contractor's work when completed shall not be grounds to avoid any of these covenants of indemnification. Should a court of competent jurisdiction determine that this Agreement is subject to RCW 4.24.115, then, in the event of liability for damages arising out of bodily injury to persons or damages to property caused by or resulting from the concurrent negligence of the Contractor and the City, its officers, officials, employees, agents and volunteers, the Contractor's liability hereunder shall be only to the extent of the Contractor's negligence. It is further specifically and expressly understood that the indemnification provided herein constitutes the contractor's waiver of immunity under Industrial Insurance, Title 51 RCW, solely for the purposes of this indemnification. The parties further acknowledge that they have mutually negotiated this waiver. THE PROVISIONS OF THIS SECTION SHALL SURVIVE THE EXPIRATION OR TERMINATION OF THIS AGREEMENT. XIII. Insurance. The Contractor shall procure and maintain for the duration of the Agreement, insurance against claims for injuries to persons or damage to property which may arise from or in connection with Rev 3118122 City of Port Orchard and Ceccanti, Inc. McCormick Village Park Splash Pad Treatment Facility Installation Project # PW2022-008 Contract #C075-22 Page 9 of 30 the performance of the work hereunder by the Contractor, its agents, representative, employees or subcontractors. No Limitation. Contractor's maintenance of insurance as required by the agreement shall not be construed to limit the liability of the Contractor to the coverage provided by such insurance, or otherwise limit the City's recourse to any remedy available at law or in equity. A. Minimum Scope of Insurance. Contractor shall obtain insurance of the types described below: 1. Automobile Liability insurance covering all owned, non -owned, hired and leased vehicles. Coverage shall be written on Insurance Services Office (ISO) form CA 00 01 or a substitute form providing equivalent liability coverage. If necessary, the policy shall be endorsed to provide contractual liability coverage. 2. Commercial General Liability insurance shall be written on ISO occurrence form CG 00 01 and shall cover liability arising from premises, operations, stop gap liability, independent contractors, products -completed operations, personal injury and advertising injury, and liability assumed under an insured contract. The Commercial General Liability insurance shall be endorsed to provide the Aggregate Per Project Endorsement ISO form CG 25 03 1185. There shall be no endorsement or modification of the Commercial General Liability insurance for liability arising from explosion, collapse or underground property damage. The City shall be named as an insured under the Contractor's Commercial General Liability insurance policy with respect to the work performed for the City using ISO Additional Insured endorsement CG 20 10 10 01 and Additional Insured -Completed Operations endorsement CG 20 37 10 01 or substitute endorsements providing equivalent coverage. 3. Workers' Compensation coverage as required by the Industrial Insurance laws of the State of Washington. 4. Builders Risk insurance covering interests of the City, the Contractor, Subcontractors, and Sub -subcontractors in the work. Builders Risk insurance shall be on a all-risk policy form and shall insure against the perils of fire and extended coverage and physical loss or damage including flood and earthquake, theft, vandalism, malicious mischief, collapse, temporary buildings and debris removal. This Builders Risk insurance covering the work will have a deductible of $5,000 for each occurrence, which will be the responsibility of the Contractor. Higher deductibles for flood and earthquake perils may be accepted by the City upon written request by the Contractor and written acceptance by the City. Any increased deductibles accepted by the City will remain the responsibility of the Contractor. The Builders Risk insurance shall be maintained until final acceptance of the work by the City. Rev 3118122 City of Port Orchard and Ceccanti, Ina McCormick Village Park Splash Pad Treatment Facility Installation Project # PW2022-008 Contract #C075-22 Page 10 of 30 B. Minimum Amounts of Insurance. Contractor shall maintain the following insurance limits: 1. Automobile Liability insurance with a minimum combined single limit for bodily injury and property damage of $1,000,000 per accident. 2. Commercial General Liability insurance shall be written with limits no less than $1,000,000 each occurrence, $2,000,000 general aggregate and a $2,000,000 products - completed operations aggregate limit. 3. Builders Risk insurance shall be written in the amount of the completed value of the project with no coinsurance provisions. C. Other Insurance Provisions. The insurance policies are to contain, or be endorsed to contain, the following provisions for Automobile Liability, Commercial General Liability and Builders Risk insurance: 1. The Contractor's insurance coverage shall be primary insurance as respect the City. Any insurance, self-insurance, or insurance pool coverage maintained by the City shall be excess of the Contractor's insurance and shall not contribute with it. 2. The Contractor's insurance shall be endorsed to state that coverage shall not be cancelled by either party, except after thirty (30) days prior written notice by certified mail, return receipt requested, has been given to the City. D. Contractor's Insurance for Other Losses. The Contractor shall assume full responsibility for all loss or damage from any cause whatsoever to any tools, Contractor's employee -owned tools, machinery, equipment, or motor vehicles owned or rented by the Contractor, or the Contractor's agents, suppliers or contractors as well as to any temporary structures, scaffolding and protective fences. E. Waiver of Subrogation. The Contractor and the City waive all rights against each other any of their Subcontractors, Sub -subcontractors, agents and employees, each of the other, for damages caused by fire or other perils to the extend covered by Builders Risk insurance or other property insurance obtained pursuant to the Insurance Requirements Section of this Contract or other property insurance applicable to the work. The policies shall provide such waivers by endorsement or otherwise. F. Acceptability of Insurers. Insurance is to be placed with insurers with a current A.M. Best rating of not less than ANIL G. Verification of Coverage. Contractor shall furnish the City with original certificates and a copy of the amendatory endorsements, including but not necessarily limited to the additional insured endorsement, evidencing the Automobile Liability and Commercial General Liability insurance of the Contractor before commencement of the work. Before any exposure to loss may occur, the Contractor shall file with the City a copy of the Builders Risk insurance policy that Rev 3118122 City of Port Orchard and Ceccanti, Inc McCormick Village Park Splash Pad Treatment Facility Installation Project # PW2022-008 Contract #C075-22 Page 11 of 30 includes all applicable conditions, exclusions, definitions, terms and endorsements related to this Project. H. Subcontractors. Contractor shall ensure that each subcontractor of every tier obtain at a minimum the same insurance coverage and limits as stated herein for the Contractor (with the exception of Builders Risk insurance). Upon request the City, the Contractor shall provide evidence of such insurance. XIV. WORK PERFORMED AT CONTRACTOR'S RISK. Contractor shall take all necessary precautions and shall be responsible for the safety of its employees, agents, and subcontractors in the performance of the contract work and shall utilize all protection necessary for that purpose. All work shall be done at Contractor's own risk, and Contractor shall be responsible for any loss of or damage to materials, tools, or other articles used or held for use in connection with the work. XV. Miscellaneous Provisions. A. Non -Waiver of Breach. The failure of the City to insist upon strict performance of any of the covenants and agreements contained in this Agreement, or to exercise any option conferred by this Agreement in one or more instances shall not be construed to be a waiver or relinquishment of those covenants, agreements or options, and the same shall be and remain in full force and effect. B. Resolution of Disputes and Governing Law. This Agreement shall be governed by and construed in accordance with the laws of the State of Washington. If the parties are unable to settle any dispute, difference or claim arising from the parties' performance of this Agreement, the exclusive means of resolving that dispute, difference or claim, shall only be by filing suit exclusively under the venue, rules and jurisdiction of the Kitsap County Superior Court, Kitsap County, Washington, unless the parties agree in writing to an alternative dispute resolution process. In any claim or lawsuit for damages arising from the parties' performance of this Agreement, each party shall pay all its legal costs and attorney's fees incurred in defending or bringing such claim or lawsuit, including all appeals, in addition to any other recovery or award provided by law; provided, however, nothing in this paragraph shall be construed to limit the City's right to indemnification under Section XII of this Agreement. C. Written Notice. All communications regarding this Agreement shall be sent to the parties at the addresses listed on the signature page of the Agreement, unless notified to the contrary. Any written notice hereunder shall become effective three (3) business days after the date of mailing by registered or certified mail, and shall be deemed sufficiently given if sent to the addressee at the address stated in this Agreement or such other address as may be hereafter specified in writing. D. Assignment. Any assignment of this Agreement by either party without the written consent of the non -assigning party shall be void. If the non -assigning party gives its consent to Rev 3118122 City of Port Orchard and Ceccanti, Inc. McCormick Village Park Splash Pad Treatment Facility Installation Project # PW2022-008 Contract 4CO75-22 Page 12 of 30 DocuSign Envelope ID: B2579A07-6DDC-43BA-A76F-7604D5420902 any assignment, the terms of this Agreement shall continue in full force and effect and no further assignment shall be made without additional written consent. E. Modification. No waiver, alteration, or modification of any of the provisions of this Agreement shall be binding unless in writing and signed by a duly authorized representative of the City and Contractor. F. Entire Agreement. The written provisions and terms of this Agreement, together with any Exhibits attached hereto, shall supersede all prior verbal statements of any officer or other representative of the City, and such statements shall not be effective or be construed as entering into or forming a part of or altering in any manner this Agreement. All of the above documents are hereby made a part of this Agreement. However, should any language in any of the Exhibits to this Agreement conflict with any language contained in this Agreement, the terms of this Agreement shall prevail. G. Compliance with Laws. The Contractor agrees to comply with all federal, state, and municipal laws, rules, and regulations that are now effective or in the future become applicable to Contractor's business, equipment, and personnel engaged in operations covered by this Agreement or accruing out of the performance of those operations. H. Counterparts. This Agreement may be executed in any number of counterparts, each of which shall constitute an original, and all of which will together constitute this one Agreement.IN WITNESS WHEREOF the parties hereto have caused these presents to be duly executed. CITY OF PORT ORCHARD C. ;� By: Fned by: �p rZ Naaw Smt = SEAL Robert Putaansuu, Mayor f ;: r.,qT • . �eF, . CONTRACTOR r By: seder Ciriend Title: ,n..�:.�..., Address: L} k P�rn�l�da�a. 1�aQd, EaS� TALUMC% U-,a A u$fgned by: i ''JU Brandy Wallace, MMC, City Clerk Rev 3 18 22 0(11 of f'or( Orchard and Coccuw(i, hic McCormick Village Purk JjYlash Peed Trcuonciw Feledi(v lns(uFluhow Project r 111V202 -008 Cow) -act '( V-5-22 Pgee /3 0 f 30 DocuSign Envelope ID: B2579A07-6DDC-,43BA-A76F-7604D5420902 APPROVED AS TO FORM: ❑ocu5igned by. �• _ .. Charlotte Archer, City Attorney NOTICES TO BE SENT TO: CONTRACTOR: CITY INSERT NAME C. or-\}•,VIL• City of Port Orchard Public Works Department ADDRESS` Vp 1hnn Ciwl�Rc► E 216 Prospect Street, Port Orchard, WA 98366 TELEPHONE (360) 876-4991 TELEPHDNE Q FAX: 360 876-4980 Email (2 ti' ty-) Email: publicworks@cityofportorchard,us With a copy to the City Clerk at the same address Re 18,,22 ( Y{r ol'Porl Orelabel and Cec•c•unii, lnc Vc('onnlck I'Mage Pau•k,tijeler.clr Pad )-robnew lvacllar ha.elollolfoil Prolru a 11II'20224MS ('onrrarl .('0 Pugs 14 of 30 We, Ceccanti, Inc. (Principal) PERFORMANCE AND PAYMENT BOND CITY OF PORT ORCHARD MCCORMICK VILLAGE PARK SPLASH PAD TREATMENT FACILITY INSTALLATION PROJECT PW PROJECT NO. PW2022-008 Bond to City of Port Orchard, Washington Bond No. WAC54784 and Merchants Bonding Company (Mutual) (Surety) a Iowa Corporation, and as a surety corporation authorized to become a surety upon Bonds of Contractors with municipal corporations in Washington State, are jointly and severally bound to the City of Port Orchard, Washington ("Owner"), in the penal sum of ***Five Hundred Ninety Thousand Three Hundred Eighty Six Doll ars'and Fifty Two Cents*** Dollars ($59D,386.52*******" ), the payment of which sum, on demand, we bind ourselves and our successors, heirs, administrators, executors, or personal representatives, as the case may be. This Performance Bond is provided to secure the performance of Principal in contract dated July 26 20 22 , between Principal and Owner for MCCORMICK VILLAGE PARK SPLASH PAD rr n TkGOTIUGNT GACII ITY IIU CTSIIOTJnIl ("Project") — Public Works Project No. ("Contract"). The initial penal sum shall equal 100 percent of the Total Bid applicable state sales tax, as specified in the Proposal submitted by Principal. connection with a a project entitled PW2022-008 Price, including all NOW, THEREFORE, this Performance and Payment Bond shall be satisfied and released only upon the condition that Principal: Faithfully performs all provisions of the Contract and changes authorized by Owner in the manner and within the time specified as may be extended under the Contract; Pays all laborers, mechanics, subcontractors, lower tier subcontractors, material -persons, and all other persons or agents who supply labor, equipment, or materials to the Project; Pays the taxes, increases and penalties incurred on the Project under Titles 50, 51 and 82 RCW on: (A) Projects referred to in RCW 60.28.011(1)(b); and/or (B) Projects for which the bond is conditioned on the payment of such taxes, increases and penalties; and Posts a two-year warranty/maintenance bond to secure the project. Such bond shall be in the amount of twenty percent (20%) of the project costs. Provided, further that this bond shall remain in full force and effect until released in writing by the City at the request of the Surety or Principal. The surety shall indemnify, defend, and protect the Owner against any claim of direct or indirect Rev 3118122 City of Port Orchard and Ceccanti, Inc. McCormick Village Park Splash Pad Treatment Facility Installation Project # PW2022-008 Contract #C075-22 Page 21 of 30 loss resulting from the failure: Of the Principal (or any of the employees, subcontractors, or lower tier subcontractors of the Principal) to faithfully perform the Contract, or Of the Principal (or any subcontractor or lower tier subcontractor of the Principal) to pay all laborers, mechanics, subcontractors, lower tier subcontractors, material person, or any other person who provides supplies or provisions for carrying out the work. The liability of Surety shall be limited to the penal sum of this Performance and Payment Bond. No change, extension of time, alteration, or addition to the terms of the Contract or to the Work to be performed under the Contract shall in any way affect Surety's obligation on the Performance Bond. Surety hereby waives notice of any change, extension of time, alteration, or addition to the terms of the Contract or the Work, with the exception that Surety shall be notified if the Contract time is extended by more than twenty percent (20%). If any modification or change increases the total amount to be paid under the Contract, Surety's obligation under this Performance and Payment Bond shall automatically increase in a like amount. Any such increase shall not exceed twenty-five percent (25%) of the original amount of the Performance and Payment Bond without the prior written consent of Surety, This Performance and Payment Bond shall be governed and construed by the laws of the State of Washington, and venue shall be in Kitsap County, Washington. IN WITNESS WHEREOF, the parties have executed this instrument in two (2) identical counterparts this 26th day of July , 20 22 . Ceccanti Inc. Merchants Bonding Company, (Mutual) _ Principal „��,Surety %�,�cicPNCTI, Mv. ' 1 ure of Authors ff8a drgnatre of Authorized ffieial Vice President = 1978 gyc Nicolas W. Paget Printed Name and Title �� * A t rr ey in Fact (Attach Power of Attorney) Name and address of local office of r''•10•.■��iiill�tia�SHIhI��Qli7ant Insurance Services, Inc. Agent and/or Surety Company: 818 W. Riverside Avenue, Suite 800 Spokane, WA 99201 Surety companies executing bonds must appear on the current Authorized Insurance List in the State of Washington per Section 1-02.7 of the Standard Specifications. Rev 3118122 Citv of Port Orchard and Ceccanti, Inc. McCormick Village Park Splash Pad Treatment Facility Installation Project # PW2022-008 Contract #C075-22 Page 22 of 30 ACKNOWLEDGEMENT Corporation, Partnership, or Individual STATE OF )ss. COUNTY OF CI�rC� y On this ao day of , 20a, before me, the undersigned, a Notary Public in and for the State �,of Washington, duly commissioned and sworn, personally appeared�'(1 \/& )AU (-1Y_Vb& to me known to be the (check one of the following boxes @rc5�der�k- corporation, partnership, O individual, of i1L the of the that executed the foregoing instrument to be the free and voluntary act and deed of said 4 corporation, O partnership, O individual for the uses and purposes therein mentioned, and on oath stated that he Oshe was authorized to execute said instrument. WITNESS my hand and official seal hereto affixed the day and year first above written. `�titit��,P1STiE n ""aI °t • pGBLIC •N.s.. a. Notary Seal with Ink Stamp Print or type ndAe NOTARY PUBLIC, in and for the State of Washington Residing at 'i�40U 4 My Commission expires; - Rev 3118122 City of Port Orchard and Ceccanti, Inc McCormick Village Park Splash Pad Treatment Facility Installation Project # PW2022-008 Contract #C075-22 Page 23 of 30 STATE OF Washington COUNTY OF Spokane SURETY ACKNOWLEDGEMENT } )ss. J On this 26th day of July , 20 22 , before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared Nicholas W. Paget , to me known to be the Attorney -in -Fact of Merchants Bonding Company (Mutual) , the corporation that executed the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that in he n she was authorized to execute said instrument. WITNESS my hand and official seal hereto affixed the da and year first above written. Shawn M. Wilson Print or type name �. .0MEpr 0 ►s 0 TA;? PUBLIC � Notary Seal With Ink Stamp NOTARY PUBLIC, in and for the State of Washington Residing in Spokane. WA My Commission expires: March 26, 2023 Rev 3118122 City of Port Orchard and Ceccanli, Inc. McCormick Village Park Splash Pad Treatment Facility Installation Project # PW2022-008 Contract #C075-22 Page 24 of 30 ,q" MERCHANTS � BONDING COMPANY.M POWER OF ATTORNEY Know All Persons By These Presents, that MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., both being corporations of the State of Iowa (herein collectively called the "Companies") do hereby make, constitute and appoint, individually, George C Schroeder; Jeffrey F O'Neill; Jennifer Mendenhall; Lauren E Richardson; Mark Roff; Nicholas W Paget; Patricia M Wachter; Shawn M Wilson; Shelly Donovan their true and lawful Attorney(s)-in-Fact, to sign its name as surety(ies) and to execute, seal and acknowledge any and all bonds, undertakings, contracts and other written instruments in the nature thereof, on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. This Power -of -Attorney is granted and is signed and sealed by facsimile under and by authority of the following By -Laws adopted by the Board of Directors of Merchants Bonding Company (Mutual) on April 23, 2011 and amended August 14, 2015 and adopted by the Board of Directors of Merchants National Bonding, Inc., on October 16, 2015. "The President, Secretary, Treasurer, or any Assistant Treasurer or any Assistant Secretary or any Vice President shall have power and authority to appoint Attorneys -in -Fact, and to authorize them to execute on behalf of the Company, and attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof." "The signature of any authorized officer and the seal of the Company may be affixed by facsimile or electronic transmission to any Power of Attorney or Certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligations of the Company, and such signature and seal when so used shall have the same force and effect as though manually fixed." In connection with obligations in favor of the Florida Department of Transportation only, it is agreed that the power and aut hority hereby given to the Attorney -in -Fact includes any and all consents for the release of retained percentages and/or final estimates on engineering and construction contracts required by the State of Florida Department of Transportation. It is fully understood that consenting to the State of Florida Department of Transportation making payment of the final estimate to the Contractor and/or its assignee, shall not relieve this surety company of any of its obligations under its bond. In connection with obligations in favor of the Kentucky Department of Highways only, it is agreed that the power and authority hereby given to the Attorney -in -Fact cannot be modified or revoked unless prior written personal notice of such intent has been given to the Commissioner - Department of Highways of the Commonwealth of Kentucky at least thirty (30) days prior to the modification or revocation. In Witness Whereof, the Companies have caused this instrument to be signed and sealed this 11th day of February 2020 RPaR Q O ........9 . MERCHANTS BONDING COMPANY (MUTUAL) 9� MERCHANTS NATIONAL BONDING, INC. 1933 2003 c; By c� •ry''' �•' ,+.• •�• �•' President STATE OF IOWA •�''�.,.....•''• •�••.... •• COUNTY OF DALLAS ss. On this 11th day of February 2020 before me appeared Larry Taylor, to me personally known, who being by me duly sworn did say that he is President of MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC.; and that the seals affixed to the foregoing instrument are the Corporate Seals of the Companies; and that the said instrument was signed and sealed in behalf of the Companies by authority of their respective Boards of Directors. Ap'?OA40 POLLY MASON o y Commission Number 750576A' My Commission Expires + �a P • January07, 2023 Notary Public (Expiration of notary's commission does not invalidate this instrument) I, William Warner, Jr., Secretary of MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., do hereby certify that the above and foregoing is a true and correct copy of the POWER -OF -ATTORNEY executed by said Companies, which is still in full force and effect and has not been amended or revoked. In Witness Whereof, I have hereunto set my hand and affixed the _seal of the Companies on this 26th day of July , 2022 +a. .Rpe3Rq.�Qs :�O�ap�PU,gq'O9y•• G.' c)' At `" G n''•'� �►�e Cam% . _p �:�: 'Q•'� 2003 1933 �•�' Secretary •. d�;% `yc POA 0018 (1 /20) EXHIBIT C 5% RETAINAGE INVESTMENT OPTION' Contractor: NA—L Sri ,v- Project Name: C C Zo< i\\ L_1L. V ��QIz� [ ti %SC1o5� �6. A Tl CA�MQ �C1�" \ Date:�� Project Number: IZM 15-!9 Pursuant to RCW 60.28.010, as amended, you may exercise an option as to how the 5% retainage under this contract will be invested. Please complete and sign this form indication your preference. If you fail to do so you will miss the benefit of any interest earned. Select one of the following options: F-1 1. Savings Account. Money will be placed in an interest -bearing account. The interest will be paid to you directly, rather than kept on deposit. If this is your choice, then please complete attached SAVINGS ACCOUNT AGREEMENT. Please state the name of your bank. Bank: F-1 2. Escrow/investments: The City will deliver retainage checks to a selected bank, pursuant to an escrow agreement. The bank will then invest the funds in securities or bonds selected by you, and interest will be paid to you as it accrues. If this is your choice then please complete attached ESCROW AGREEMNT. Preferred Bank: Securities/Bonds: w' 3. Guarantee Deposit:. Retainage will be held by the City. No interest is payable to the Contractor Retainage is normally released 45 days after final acceptance of the work or following receipt of Labor and Industries/Department of Revenue clearance, whichever date is the later. Retainage on landscaping work may be longer, due to its seasonal nature. However, if this project is subject to grant funding, then the retainage may also be held until such time as the Contractor meets its obligations to the City to provide required information and documentation for compliance with the grant funding requirements. State law allows for limited early release of retainage in certain circumstance Title Vice P+re Wkmm If the Contractor opts to post a retainage bond under RCW 60.28.011, such bond shall be in a form acceptable to the City, shall be with a surety with a minimum of A.M. Best financial strength rating of a minimum of A-. Rev 3118122 City of Port Orchard and Ceccanti, Inc. McCormick Village Park Splash Pad Treatment Facility Installation Project # PW2022-008 Contract #C075-22 Page 15 of 30 Exhibit A PROPOSAL CITY OF PORT ORCHARD MCCORMICK VILLAGE PARK SPLASH PAD TREATMENT FACILITY INSTALLATION CONTRACT NO.0046-22 To: Mayor and City Council City of Port Orchard, Washington Contractor: C,\ �_- State License No.: QF—CLAI*a7�ck� Date: `D � I aj4� o Q;L9, Month/Day/Year Bidder's Declaration and Understanding The Bidder declares that s/he has carefully examined the Contract Documents for the construction of the project, that s/he has personally inspected the site, that s/he has satisfied her/himself as to the quantities involved, including materials and equipment, and conditions of work involved, including the fact that the description of the quantities of work and materials, as included herein, is brief and is intended only to indicate the general nature of the work and to identify the said quantities with the detailed requirements of the Contract Documents, and that this Proposal is made according the provisions and under the terms of the Contract Documents, which Documents are hereby made a part of this Proposal. The Bidder further declares that s/he has exercised her/his own judgment regarding the interpretation, of subsurface information and has utilized all data, which s/he believes pertinent from City and other sources and has made such independent investigations asthe Bidder deems necessary in arriving at her/his conclusions. Bidder understands that any bid response documents may be subject to release underthe Public Records Act Chapter 42.56 RCW and the City may be required to disclose bid responses upon a request. Bidder acknowledges that s/he has been advised to mark any records believed to be trade secrets or confidential in nature as "confidential." If records marked as "confidential" are found to be responsive to the request for records, the City as a courtesy to the Bidder may elect to give notice to Bidder of the request so as to allow Bidder to seek a protective order from a Court. Bidder acknowledges and agrees that any records deemed responsive to a public records request may be released at the sole discretion of, and without notice by, the City. Contract Execution The Bidder agrees that if this Proposal is accepted, s/he will, within fourteen (14) calendar days after Notice of Award, complete and sign the Contract in the form annexed hereto, and will at that time deliver to the City executed copies of the Performance Bond, Labor and Material Payment bond, the Certificate of Insurance, and other documentation required by the Contract Documents, and will, to the extent of her/his Proposal, furnish all machinery, tools, apparatus and other means of construction and do the work and furnish all the materials or services necessary to complete all work as specified or indicated in the Contract Documents. Rev 1129118 by SEC City of Part Orchard McCormick 1 illage Park Splash Pad Treatment Facility Installation, Project # PTV2022-008, Contract #C075-22 LD-13 Bid Documents Start of Construction and Contract Completion The Bidder further agrees that within fourteen (14) calendar days of CONTRACT START DATE, s/he will meet with engineering personnel and begin Preconstruction Phase work no later than five (5) days after the CONTRACT START DATE, and complete the construction within sixty (60) working days of the Construction Phase START DATE that shall begin after September 12, 2022. Lump Sum and Unit Price Work The Bidder further proposes to accept as full payment for the work proposed herein the amounts computed under the provisions of the Contract Documents and based on lump sum and unit price amounts, it being expressly understood that the unit prices are independent of the exact quantities involved. The Bidder agrees that the lump sum prices, and the unit prices represent a true measure of the labor, services, and materials required to perform the work, including all allowances for overhead and profit for each type and unit of work called for in these Contract Documents. If any material, item, or service required by the Contract Documents has not been mentioned specifically, the same shall be furnished and placed with the understanding that the full cost to the City has been merged with prices named in the proposal. Rev 1129118 by SEC Cily of Port Orchard McCormick Village Park Splash Pad Treatment Facility Installation, Project # PYV2022-008, Contract #C075-22 LD-14 Bid Documents SCHEDULE OF CONTRACT PRICES MCCORMICK VILLAGE PARK SPLASH PAD TREATMENT FACILITY INSTALLATION NOTE: Unit prices for all items and the total amount bid must be shown. The Project must be bid in its entirety, including all bid items as specifically listed in the Proposal, in orderto be considered a responsive bid. Where conflict occurs between the unit price and the total amount named for any items, the unit price typed or printed and entered in ink shall prevail. The Contracting Agency reserves the right to award all work bid accordingto the lowest qualified responsive bid tendered, available funds, and as it best serves the interest of the Contracting Agency. All work awarded will be made to the same Contractor/bidder. Item Estimated SP or Unit No. Quantity Description of Items priceTAmounSTDt 1 1 STD Mobilization ?JP �D�[ $ LS $ i3a Mobilization consists of preconstruction expenses and the costs of preparatory Work and operations performed by the Contractor which occur before 10 percent of the total original Contract amount is earned from other Contract items. Items which are not to be included in the item of Mobilization include but are not limited to: any portion of the Work covered by the specific Contract item or incidental Work which is to be included in a Contract item or items; profit, interest on borrowed money, overhead, or management costs; any costs of mobilizing equipment for force account Work. Based on the lump sum Contract price for "Mobilization", partial payments will be made as follows: when 5 percent of the total original Contract amount is earned from other Contract items, excluding amounts paid for materials on hand, 50 percent of the amount Bid for mobilization, or 5 percent of the total original Contract amount, whichever is the least, will be paid. 2; when 10 percent of the total original Contract amount is earned from other Contract items, excluding amounts paid for materials on hand, 100 percent of the amount Bid for mobilization, or 10 percent of the total original Contract amount, whichever is the least, will be paid; when the Substantial Completion Date has been established for the project, payment of any amount Bid for mobilization in excess of 10 percent of the total original Contract amount will be paid. (1-09) Per Lump Sum Al 1 SP Demolition and Removals $ vu' v LS 011� Demolition and Removals ump sum will be full payment for all Work associated with the preparation for and implementation of demolition and removal, as indicated on the plans, except included in or incidental to other bid items (See Drawings) A2 1 1 STD I Erosion Control , 6V 1 LS I$ Rev 1129118 b v SEC Cih° ofAortOrchard McCormick Tillage Park Splash Pad Treatment Facility Installation, Project 4 PYV2022-008, Contract #C075-22 LD-1 5 BidDocnments Item Estimated SP or Unit Description of Items Amount No. Quantity STD Price Erosion control lump sum shall be full payment for the work, materials, tools, labor, and equipment required to install, maintain, and remove all erosion control measures, except Stabilized Construction Entrance (Bid Item A3) or Temporary Fence (Bid Item A4), (See Drawings) A3 1 STD Construction Entrance $ , (] o EA $ Stabilized construction entrances will be measured by each entrance constructed. The unit price will include all work, materials, tools, labor, and equipment required to install, maintain, and remove the Construction Entrance. (See Drawings) STD Temporary Fence A4 1 $ LS $ Temporary Fence wilf be measured by linear foot of completed fence. The unit price for temporary fence shall include all work, materials, tools, labor, and equipment required to install, maintain, and remove Temporary Fence. (See Drawings) SP Excavation Export Excess Materials A5 1 Full payment for all Work associated with transport of excess materials. (See SP Drawings) Gravel 7-Inch Per Lump Sum A6 551 $ SF The unit price per square foot shall include hauling, furnishing, placing, and compacting base rock as shown on the Plans and specified in the Contract Documents. The unit price shall also include the removal and proper disposal of material being replaced by the gravel. No additional or separate payment shall be made for sub -grade preparation. (See Drawings) �/fl A7 315 STD Base Rock 4-Inch ,tom The unit price per ton shall include hauling, furnishing, placing, a d compacting base rock as shown on the Plans and specified in the Contract Documents. The unit price shall also include the removal and proper disposal of material being replaced by Rev 1129118 by SEC City of Port Orchard McCormick Pillage Park Splash Pcrd Ti-eatmentFacility Installation, Project 4 PTV2022-008, Contract #C075-22 LD-1 G Bid Documents �94s.w Item No. Estimated SIP or Quantity STD Description of Items Unit Price Amount the base rock. No additional or separate payment shall be made for sub - grade preparation. (See Drawings) A8 10 STD Concrete $ CY $ Cement co ncretd pavement will be measured by the cubic yard for the completed pavement. The volume will be determined from measurements taken as listed: the width measurement will be the width of the pavement shown on the typical cross-section in the Plans, additional widening where called for, or as otherwise specified in writing by the Engineer; the length will be measured along the center of each Roadway or ramp; the depth shall be determined by magnetic pulse induction thickness testing. The depth utilized to calculate the volume shall not exceed the Plan depth plus 0.04 feet. The unit Contract price per cubic yard for "Cement Conc. Pavement" shall be full compensation for all costs incurred to carry out the Work. All costs associated with performing the magnetic pulse induction thickness testing shall be included in the unit Contract price per cubic yard for "Cement Conc. Pavement" (See Drawings) n STD Asphalt Paving 3-inch A9 236 $ �L).CO n The unit price per ton shall include all work, materials, tools, labor, and equipment required for installation of temporary and permanent asphalt as shown on the Plans and specified in the Contract Documents. The unit price shall also include sawcutting existing asphalt, removal and proper disposal of subgrade and all existing asphalt being replaced by the new asphalt, preparing the sub -grade for paving; cleaning of existing asphalt; joint sealing; grinding at transitions; placing tack coat; furnishing, hauling, placing, and compacting the temporary and permanent asphalt pavement; adjusting all utility covers and monument case covers to the new grade as necessary; replacing all disturbed pavement striping and markings; and all other incidental work to complete the asphalt pavement. No pay factors will be used for temporary or permanent asphalt pavement. The Contractor is hereby advised that existing asphalt pavement varies by depth and material and no additional compensation shall be made for these variances. The unit price per ton shall include all work, materials, tools, labor, and equipment required for installation of temporary and permanent asphalt trench patch, as shown on the Plans, including but not limited to, subgrade preparation, cleaning of existing asphalt, joint sealing, placing tack coat, furnishing, hauling, placing, and compacting the temporary and permanent asphalt pavement, adjusting utility covers and monument case covers to the new grade as necessary, Rev 1129118 by SEC Cib, of Port orchard McConnick Village Park Splash Pad TreatmentFacility Installation, Project#PYV2022-008, Contr-actYC075-22 LD-17 Bid Documents Item Estimated SP or Unit No. Quantity STD Description of Items Price Amount and replacing disturbed pavement striping and markings. The amount of asphalt is determined by the surface area shown on the drawings. (See 1 Drawings) A10 SP Landscaping The Landscaping lump sum a I work, materials, tools, labor, and equipment required to complete landscaping activities as determined in the Contract Drawings, including but not limited to seeding, mulching, planting, and tree pruning (See Drawings) A11 466 SP Overexcavation $ J CY $ (Words) (See Drawings) Per Cubic Yard Al2 1 STD Pre -Cast Structure $ FA $ D The unit cost for each Pre -Cast Structure shall include all work, materials, tools, labor, and equipment required for installation of the pre -cast structure. (See Drawings) A13 1 STD I Site Piping Is 13d, M. LS $TV,. D The site piping lump sum for site pipe of the kind and size specified in the contract drawings shall be full pay for furnishing, hauling, and assembling in place the completed installation including all wyes, tees, special fittings, joint materials, and bedding and backfill material for the completion of the installation to the required lines and grades (See Drawings) per° B1 252 STD New Building $A $ SF l New building will be measured per square foot for the completed building. The unit price per square foot shall include all work, materials, tools, labor, and equipment required for installation of the new building, as shown in the Contract Drawings, except as included in Building Foundation.(See Drawings) C1 3 STD Building Foundation $ Cy I $ Building Foundation will be measured by the cubic yard for the completed building foundation. The unit price per cubic yard of building foundation shall be full payment for all costs to perform the Work in Rev 1129118 by SEC Cih, ofporl Orchard McCormick Village Park Splash Pad Treatment Facility Installation, Project # PYV2022-008, Contract #C075-22 LD-18 BidDocnmenls r3n Item No. Estimated Quantity SP or STD Description of Items Unit Price Amount connection with constructing building foundation. (Words) (See Drawings) D1 1 SP Grinder Pump Package $ LS $ The Grinder Pump Package lump sum price shall include all work material, tools, labor, and equipment required for installation, testing, and final set up of Grinder Pump Package. (See Drawings) SP Media Filter D2 1 $ LS $ The Media Filter lump sum price shall include all work, materials, tools, labor, and equipment required to furnish and install the media filter. (See Drawings) SP Chemical Feed Tanks 7•n �$,cx-�O P. D3 1 _ $ f0- LS i4�R The Chemical Feed tanks lump sum price shall include all work, materials, tools, labor, and equipment required to furnish and install the chemical feed tanks. (See Drawings) D4 1 SP Chemical Feed Pumps $ LS The Chemical Feed Pumps lump sum price shall include all work, materials, tools, labor, and equipment required to furnish and install the chemical feed pumps. (See Drawings) D5 1 SP Miscellaneous Chemical Equipment 0 LS The Miscellaneous Chemical Equipment lump sum price shall include all work, materials, tools, labor, and equipment required to furnish and install the miscellaneous chemical equipment as indicated on the Contract Drawings. (See Drawings) D6 1 SP Interior Mechanic I Piping $ 4h 02, 00 LS $ The interior mechanical piping lump sum for kind and size pipe specified in the contract drawings shall be full pay for furnishing, hauling, and assembling in place the completed installation including all wyes, tees, special fittings, joint materials, and appurtenances for the completion of the installation as indicated on the Contract Drawings. (See Drawings) E1 1 SP HVAC Equipment Rev 1129118 b y SEC ON of Port Orcha rd McCormick Village Park Splash Pad Treatment Facility Installation, Pi oject # PYV2022-008, Contract #C075-22 LD-19 V R, o BidDocimenis Item Estimated SP or Unit No. Quantity STD Description of Items Price Amount The HVAC Equipment lump sum price shall include all work, materials, tools, labor, and equipment required to furnish and install the HVAC equipment as indicated on the Contract Drawings (See Drawings) F1 1 SP 200 Amp Breaker Sub Panel $ LS 00 The 200 Amp Breaker Sub Panel lump sum price shall include al work, materials, tools, labor, and equipment required to furnish and install the 200 amp breaker sub panel as indicated on the Contract Drawings(See Drawings) Sub -Total $ 'S�-Xjo &i1 Washington State Sales Tax (9.2%) $ Llq ,39 . Sa TOTAL $ , 5-2- SALES TAX Retailing/Retail Sales Tax Rule WAC 458-20-170: Washington State Retail sales tax added as percent (%) in addition to contract bid price; sales tax shown as separate line item. Rev 1129118 by SEC Cih° of Port Orchard McCormick Village Park Splash Pad Treatment Facility Installation, Pi oject # PVV2022-008, Contract NC075-22 LD-20 Bid Documents The undersigned Bidder hereby agrees to start construction on this project, if awarded, no later than fourteen (14) calendar days after Notice to Proceed and to complete the project within the time stipulated in the Contract. By signing below, Bidder acknowledges receipt of the following Addenda to the Bid Documents: CITY OF PORT ORCHARD MCCORMICK VILLAGE PARK SPLASH PAD TREATMENT FACILITY INSTALLATION J* CONTRACT NO. C075-22 6 Addendum No. Date i _50 1�1_2_ _ ipt Addendum No W Addendum No. Datelof Receipt Addendum No Date of Receipt Date of Receipt NOTE: Failure to acknowledge receipt of Addenda may be considered as an irregularity in the Bid Proposal and Owner reserves the right to determine whether the bid will be disqualified. By signing below, Bidder certifies that s/he has reviewed the insurance provisions of the Bid Documents and will provide the required coverage. The undersigned Bidder hereby certifies that, within the three-year period immediately preceding the bid solicitation date for this Project, the Bidder is not a "willful" violator, as defined in RCW 49.48.082, of any provision of chapters 49.46, 49.48, or 49.52 RCW, as determined by a final and binding citation and notice of assessment issued by the Department of Labor and Industries or through a civil judgment entered by a court of limited or general jurisdiction. OFFICIAL AUTHORIZED TO SIGN FOR BIDDER: "I certify (or declare) under penalty of perjury under the laws of the State of Washington that the foregoing is true and correct," Signature; Prim Name d Title: e)eJ Business Addfess: v WUL bf00L� Q.� Gas�- Date: Ula�laoaa Location or Place Executed (City, State): fV4. k G1-0 o__, v� Business Telephone: C,gs5:) —a°no NOTES: If the Bidder is a co -partnership, give firm name under which business is transacted; proposal must be executed by a partner. If the Bidder is a corporation, proposal must be executed in the corporate name by the president or vice-president (or any other corporate officer accompanied by evidence of authority to sign). Rev 1.29/1 S by SEC Cily of Port Orchard McCormici; Tillage Park Splash Pad TreahnentFacihld Installation, Project # MV2022-008, Conh•act 9CO75-22 LD-21 BidDocnments STATE OF )ss. COUNTY OF I certify that I know or have satisfactory evidence that av\ Vaigned this proposal, on oath stated that h&/she was authorized to execute the proposal and acknowledged it as the \fLLt PfCfpk1ef*-- (title) of _ �CCc0.�\nc-- (name of party on behalf of whom proposal was executed) and acknowledged it to be his/her free and voluntary act for the uses and purposes mentioned in this proposal. Dated this day of -J-11_ML , 20aa. dwYrs. ;•.. �' ' 100TAq 'w Notary Public — ' � • ' C Q YT , J� Qi j\� c PUBLIC ; y,,a�:b' �,•'� '',��''►►�w��►►►''`��,`` Printed Name +rillllll+ M Commission Expires: Y p b �15- - Rev 1129118 by SEC City of Port Orchard McCormick Tillage Park Splash Pad Treatment Facility Installation, Project # PYV2022-008, Contract 9C075-22 LD-22 Bid Documents BIDDER'S QUALIFICATION FORM CITY OF PORT ORCHARD MCCORMICK VILLAGE PARK SPLASH PAD TREATMENT FACILITY INSTALLATION CONTRACT NO. C075-22 1. Name of Anc- Address: 4lkk �. o-d Can't azsarr-a 7 R�yc� Contractor: 2. Telephone No. ( ) r,J��l- A4Z3 Fax No.: (alb) 55-1-9-i1❑ 3. Washington State Dept. of Labor and Industries Worker's Compensation Account No.: M 4. Washington State Dept. of Licensing Contractor's Registration No.: Expiration Date: U 34 a` ) 5. Washington State Uniform Business Identifier No.: \ �C10 al°1 aot (Must have UBI number before the contract is awarded.) 6. Number of years engaged in contracting business under above name: 7. At the time of bid submittal, did the contractor have a certificate of registration in compliance with Chapter 18.27 RCW? 8. Does the contractor have industrial insurance coverage for its employees working in Washington as required in Title 51 RCW? 9. Does the contractor have an employment security department number as required in Title 50 RCW? (provide number):�'a��a �-�- 10. Does the contractor have a state excise tax registration number as required in Title 82 RCW? (provide number): ��,- ��❑ 'o l k CkGA 11. Has the contractor been disqualified from bidding on any public works contract under RCW 39.06.010 or 39.12.065(3)? �,3o 12. Has the contractor received training on the requirements related to public works and prevailing wage under chapters 39.04 and 39.12 RCW, as required in RCW 39.04.350(1)(f) Rev 1129118 by SEC ON of Port Orchard McCormick Village Park Splash Pad Treatment Facility Installation, Project # PYV2022-008, Contract 9C075-22 LD-23 Bid Documents 13. Within the three-year period immediately preceding the date of the bid solicitation, was the contractor (determined by a final and binding citation and notice of assessment issued by the department of labor and industries or through a civil judgment entered by a court of limited or general jurisdiction) to have willfully violated, as defined in RCW 49.48.082, any provision of chapter 49.46, 49.48, or 49.52 RCW? 3 p 14. Has the contractor violated the "Off -site Prefabricated Non -Standard Project Specific Items" reporting requirements more than one time as determined by the department of labor and industries? V)C 15. Particular types of construction performed by your company: (AbW N_ 1C. % A� AA QnD 16. Gross amount of contracts now on hand: $ IbCJ 17. List similar recent construction projects that your firm has done in the last 5 years (i.e., water and storm and sanitary sewer main construction, road reconstruction, excavations, extensive dewatering, etc.): Amount Type Owner's Phone C Name Rev 1129118 by SEC Cily of Port Orchard McCormick Tillage Park Splash Pad Treatment Facility Installation, Project # PYV2022-008, Contract 9C075-22 LD-24 BidDocitmenls 06-24-22 Ceccanti, Inc. Completed Projects Start/Complete Project I Owner/General Contractor Contract Amount Contact Person Phone # 2008- April 2009 SR 16 Burley Olalla Interchange WSDOT $ 15,864,309.00 Brenden Clarke 360-874-3020 2008- December 2010 94th Avenue East / 116th Street Pierce County 244th Avenue Bride City of Sammamish Belfair WWC Mason County $ 7,375,214.00 Jer . B. ant 253-798-7172 2009- November 2011 $ 9,986,246.00 Jed Ireland 425-295-0563 2009- June 2012 11,920,549.53 Brian Matthews 360-427-9670 2011- May 2013 South Central Forcemain Kitsap County $ 4,992,368.00 Barbara Zaroff 360-337-5777 2012- December 2014 Stadium Way City of Tacoma $ 13,664,775.44 Lynn DeLorenzo 253-594-7919 2014- August 2015 Calisto a Setback Levee City of Ortin _ $ 14,045,012.00 Matt Kastber 253-604-6735 206-684-5903 2014- June 2016 Delrid e CSO Retrofit -City of Seattle $ 5,605,863.00 Tara Wong Esteban 2015- September 2017 North Base Vikin.. Park & Ride Kitsap Transit $ 13,303,909.00 Stephanie Edwards 206-436-0515 2016- October 2018 SeaTac - Connecting 28/24th City of SeaTac $ 12,610,395.00 Hein Nguyen 206-973-4720 2017 - December 2019 Harbor Hill Drive CiV of Gig. Harbor $ 9,455,924.00 Trent Ward 253-853-7553 2019 - September 2020 South 216th Street City of Des Moines $ 6,058,709.00 Scott Romano 206-870-6522 2019- September 2021 SR410 Traffic Avenue City of Sumner $ 11 433 146.00 Tammy Seymour 253-604-6737 18. What is the construction experience of the principal individuals to be assigned to this project? Years of Construction Name Title Experience Availabil Pursuantto RCW 39.06.020, the contractor further agrees to verify responsibility criteria for each of its subcontractors and to require each of its subcontractors to both verify responsibility criteria as described herein for its subcontractors and include instant condition for verification requirement. By: ..— (Auox5rizecl Signature) Title: to VanderGyiend �I r� Vice President Date: (_jam NOTE: Any bidder having current outstanding litigation with the City will not be considered responsible and will be rejected by the City. Rev 1129118 by SEC Ctly ofPort Orchard McCormick Village Park Splash Pad Treatment Facility Installation, Project # PYV2022-008, Contract 9C075-22 LD-25 Bid Documents BID SECURITY CITY OF PORT ORCHARD MCCORMICK VILLAGE PARK SPLASH PAD TREATMENT FACILITY INSTALLATION CONTRACT NO. C075-22 Bid Deposit: The undersigned Principal hereby submits a Bid Deposit with the City of Port Orchard in the form of a cash deposit, certified or cashier's check, or postal money order in the amount of N/A ($ J Bid Bond: Dollars KNOW ALL MEN BYTHESE PRESENTS: That we, Ceccanti, Inc. , as Principal and Merchants Bonding Company (Mutual) as Surety, are held firmly bound unto the City of Port Orchard, Washington, as Obligee, in the penal sum of ***Five Percent of Bid Amount*** (5%) Dollars, for the payment of which the Principal and the Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally by these presents. The conditions of this obligation are such that if the Obligee shall make any award to the Principal for MCCORMICK VILLAGE PARK SPLASH PAC) TREAiMENT fg�•jJ ITY INSTA" ATi9N ,Port Orchard, Washington, according to the terms of the Proposal or Bid made by the Principal therefore, and the Principal shall duly make and enter into a contract with the Obligee in accordance with the terms of said Proposal or Bid and award and shall give bond for the faithful performance thereof, with Surety or Sureties approved by the Obligee, or if the Principal shall, in case of failure to do so, pay and forfeit to the Obligee the penal amount of the deposit specified in the call for bids, then this obligation shall be null and void; otherwise it shall be and remain in full force and effect and the Surety shall forthwith pay and forfeit to the Obligee, as penalty and liquidated damages, the amount of this Bond. Signed, Sealed and Dated this 24th day of June 2022 Ceccanti, Inc. ,,�tu+i Merchants Bonding Company (Mutual) Principal ■G CG N7-/ ";Surety r �PPOR. �0 Si Ton V uthorize ❑fficE ; +'A r 5ig"ature of Authorized Official ofiew L yI,yp r.� ._•_ : 7976 : B'�c Shawn M. Wilson Printed Name rind Tine $torney-in-Fact (Attach Power of Attorney) Name and address of local office of `'+�.,'++��►►►,►■' Agent and/or Surety Company: Alliant Insurance Services, Inc. 818 W Riverside Avenue, Suite 800 okane, WA 99201 Surety companies executing bonds must appear on the current Authorized Insurance List in the State of Washington per Section 1-02.7 of the Standard Specification. Rev 1129118 br SEC Cily of Port OI Cha lla ATcConvickVillage Park Splash Pad Treatment Facility Installation, Project#PW2022-008, Contract#C075-22 LD-26 Did Documents Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal -40 .MERCHANTS� BONDING COMPANY,. POWER OF ATTORNEY Know All Persons By These Presents, that MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., both being corporations of the State of Iowa (herein collectively called the "Companies") do hereby make, constitute and appoint, individually, George C Schroeder; Jeffrey F O'Neill; Jennifer Mendenhall; Lauren E Richardson; Mark Roff; Nicholas W Paget; Patricia M Wachter; Shawn M Wilson; Shelly Donovan their true and lawful Attorney(s)-in-Fact, to sign its name as surety(ies) and to execute, seal and acknowledge any and all bonds, undertakings, contracts and other written instruments in the nature thereof, on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. This Power -of -Attorney is granted and is signed and sealed by facsimile under and by authority of the following By -Laws adopted by the Board of Directors of Merchants Bonding Company (Mutual) on April 23, 2011 and amended August 14, 2015 and adopted by the Board of Directors of Merchants National Bonding, Inc., on October 16, 2015. "The President, Secretary, Treasurer, or any Assistant Treasurer or any Assistant Secretary or any Vice President shall have power and authority to appoint Attorneys -in -Fact, and to authorize them to execute on behalf of the Company, and attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof." "The signature of any authorized officer and the seal of the Company may be affixed by facsimile or electronic transmission to any Power of Attorney or Certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligations of the Company, and such signature and seal when so used shall have the same force and effect as though manually fixed." In connection with obligations in favor of the Florida Department of Transportation only, it is agreed that the power and aut hority hereby given to the Attorney -in -Fact includes any and all consents for the release of retained percentages and/or final estimates on engineering and construction contracts required by the State of Florida Department of Transportation. It is fully understood that consenting to the State of Florida Department of Transportation making payment of the final estimate to the Contractor and/or its assignee, shall not relieve this surety company of any of its obligations under its bond. In connection with obligations in favor of the Kentucky Department of Highways only, it is agreed that the power and authority hereby given to the Attorney -in -Fact cannot be modified or revoked unless prior written personal notice of such intent has been given to the Commissioner - Department of Highways of the Commonwealth of Kentucky at least thirty (30) days prior to the modification or revocation. In Witness Whereof, the Companies have caused this instrument to be signed and sealed this 11th day of February 2020 ��k0A` ; : •��,H CQA�■ MERCHANTS BONDING COMPANY (MUTUAL) ��RPO'�9r'°y : : c°o�'�og9 MERCHANTS NATIONAL BONDING, INC. eQi2 '0- G; x �ti:� -o- v .v ~ 2003 ;'y47; . y 1933 'C: By� ..NO ........ . ,��i , .. • • •`1.� President STATE OF IOWA COUNTY OF DALLAS ss. On this 11th day of February 2020 , before me appeared Larry Taylor, to me personally known, who being by me duly sworn did say that he is President of MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC.; and that the seals affixed to the foregoing instrument are the Corporate Seals of the Companies; and that the said instrument was signed and sealed in behalf of the Companies by authority of their respective Boards of Directors. ,�,o L 0 POLLY MASON 0 Commission Number 750576 My Commission Expires /O,t,lp January 07, 2023 Notary Public (Expiration of notary's commission does not invalidate this instrument) I, William Warner, Jr., Secretary of MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., do hereby certify that the above and foregoing is a true and correct copy of the POWER -OF -ATTORNEY executed by said Companies, which is still ir. full force and effect and has not been amended or revoked. In Witness Whereof, I have hereunto set my hand and affixed the seal of the Companies on this 24th day of June 2022 • G C •. —0- .1� Z 2QQ3 1933 c' secretary . >k..... • '�'1 . POA 0018 (1/20) """` Failure to return this Declaration as part of the bid proposal package will make the bid nonresponsive and ineligible for award. NON -COLLUSION DECLARATION I, by signing the proposal, hereby declare, under penalty of perjury under the laws of the United States that the following statements are true and correct: That the undersigned persons, firm_ association or corporation has (have) not, either directly or indirectly, entered into any agreement, oarticipated in any collusion, or otherwise taken any action in restrain: of free competitive bidding in connection with the project for which this proposal is submitted. 2. That by signing the signature page of this proposal, I am deemed to have signed and to have agreed to the provisions of this declaration. To report rigging ac_ivities call. 1-800-424-9071 The U S. Department of Transportation (USDOT) operates the above toll -free "hotline" Monday through Friday, a 00 a.m. to 5:00 p m. eastern time anyone with knowledge of possible bid rigging, bidder collusion or other fraudulent activities should use the "hotline" to report such activities. The hotline' is cart of USDOT's continuing effort to identify and investigate highway construction contract fraud and abuse and is operated under the direction of the USDOT Inspector General All information will be treated confidentially and caller anonymity will be respected. DOT Fcrm 036�4 E= i?ev?_: 170 Ci(r of Port Orchard McCormick Village Park Splash Pad Treatment Facility Installation, Project # PYV2022-008, Contract HC075-22 LD-27 BidDocnments CERTIFICATION OF COMPLIANCE WITH WAGE PAYMENT STATUTES The bidder hereby certifies that, within the three-year period immediately preceding the bid solicitation date Friday, May 20th, 2022, the bidder is not a "willful" violator, as defined in RCW 49.48.082, of any provision of chapters 49.46, 49.48, or 49.52 RCW, as determined by a final and binding citation and notice of assessment issued by the Department of Labor and Industries or through a civil judgment entered by a court of limited or general jurisdiction. I certify under penalty of perjury under the laws of the State of Washington that the foregoing is true and correct. presentative* 1111111111A■ ■ Printed Name Title Ala as s� ZT w�- Date City State Check One: Sole Proprietorship ❑ Partnership ❑ Joint Venture ❑ Corporation/LL411� State of Incorporation, or if not a corporation, State where business entity was formed: If a co -partnership, give firm name under which business is transacted: *If a corporation or limited liability company, this certificate must be executed in the entity's name by the president or vice-president (or any other corporate officer accompanied by evidence of authority to sign). If a co -partnership, this certificate must be executed by a partner. Rev 1129118 b y SEC Cihv of Port Orchard McCormick Village Park Splash Pad Treatment Facility Installation, Project # PYV2022-008, Contract 9C075-22 LD-28 Bid Documents SUPPLEMENTAL CRITERIA INFORMATION FORM As evidence that the Bidder meets the mandatory and supplemental responsibility criteria, the apparent two lowest Bidders must submit to the Owner by 12:00 p.m. (noon) of the second business day following the bid submittal deadline, this Supplemental Criteria Information Form verifying that the Bidder meets the Mandatory Criteria under RCW 39.04.350(1) and the Supplemental Bidder Criteria stated below. The two lowest Bidders shall also submit supporting documentation including but not limited to that detailed below (sufficient in the sole judgment of the Owner) demonstrating compliance with all mandatory and supplemental responsibility criteria. The Owner reserves the right to request such documentation from other Bidders as well, and to request further documentation as needed to assess Bidder responsibility. The Owner also reserves the right to obtain information from third parties and independent sources of information concerning a Bidder's compliance with the mandatory and supplemental criteria, and to use that information in their evaluation. The Owner may (but is not required to) consider mitigating factors in determining whether the Bidder complies with the requirements of the supplemental criteria. The basis for evaluation of Bidder compliance with these mandatory and supplemental criteria shall include any documents or facts obtained by Owner (whether from the Bidder or third parties) including but not limited to: (i) financial, historical, or operational data from the Bidder; (ii) information obtained directly by the Owner from others for whom the Bidder has worked, or other public agencies or private enterprises; and (iii) any additional information obtained by the Owner which is believed to be relevant to the matter. If the Owner determines the Bidder does not meet the bidder responsibility criteria and is therefore not a responsible Bidder or the bid is not responsive, the Owner shall notify the Bidder in writing, with the reasons for its determination. If the Bidder disagrees with this determination, it may appeal the determination within two (2) business days of the Owner's determination by presenting its appeal and any additional information to the Owner. The Owner will consider the appeal and any additional information before issuing its final determination. If the final determination affirms that the Bidder is not responsible (or the bid is not responsive), the Owner will not execute a contract with any other Bidder until at least two (2) business days after the Bidder determined to be not responsible (or the bid not responsive) has received the Owner's final determination. Request to Change Supplemental Bidder Responsibility Criteria Prior to Bid: Bidders with concerns about the relevancy or restrictiveness of the Supplemental Bidder Responsibility Criteria may make or submit requests to the Owner to modify the criteria. Such requests shall be in writing, describe the nature of the concerns, and propose specific modifications to the criteria. Bidders shall submit such requests to the Owner no later than five (5) business days prior to the bid submittal deadline and address the request to the Project Engineer or such other person designated by the Owner in the Bid Documents. Rev 1129118 br SEC Cil , of Port Orchard McCormick Village Park Splash Pad TreatmentFacility Installation, Project # PPV2022-008, Contract HC075-22 LD-29 Bid Documents For criteria with check boxes, the bidder will check either "Yes" or "No." For each "Yes" answer on the form, the Bidder shall provide a signed and dated statement providing the project information requested and exolaininR the extenuating circumstances. Project Name: %LCCt7tt�C��C� �( l C t)A, L S )Tp 1 Part A. General Company Information Company Name: Lquu_tl� Address: U Contact Phone:( n n q Contact E-mail: rjf\_p Cf(LaJJ�6 %J\C .LOT Years in business as a Prime Contractor:. Years in business as a subcontractor: Years in business under Present Name: List any former company names under which the company, its owners, and/or its principals has operated in the past five (5) years. Explain reason for name change(s) in the past five (5 years) Part B. Delinquent State Taxes Is the bidder listed on the Washington State Department of Revenue's "Delinquent Taxpayer List" website: http://dor.wa.gov/content/fileandpaytaxes/latefiling/dtlwest.aspx Yes ❑ No If "Yes" attach a copy of the written payment plan approved by the Department of Revenue. Part C. Federal Debarment The bidder shall not be listed as a current debarred or suspended bidder on the Federal "System For Award Management" website www.sam.gov. Is the bidder listed as debarred orsuspended? Yes ❑ No Rev 1129118 by SEC Cil.v of Port Orchard McCormick Pillage Park Splash Pad TreatmentFacih4t Installation, Project # PYV2022-008, Contract ftC075-22 LD40 Bi d Doct iments n Part D. Subcontractor Responsibility Does the bidder's standard subcontract form include the subcontractor language required by RCW 39.06.020? Does the bidder have an established procedure which it uses to validate the responsibility of each of its subcontractors? Does the subcontract form require that each of the bidder's subcontractors have and document a similar procedure for sub - tier subcontractors? Yes No ❑ If "Yes" or "No", provide a copy of its standard subcontract form and a copy of the procedures used to validate the responsibility of subcontractors. Part E. Prevailing Wages In the last five (5) years, has the bidder had prevailing wage complaints filed against it or received violations as determined by the applicable state or federal government agency monitoring prevailing and/or Davis -Bacon wage compliance? Yes ❑ No 9, If "Yes," attach a separate signed/dated statement listing the prevailing wage violations, along with an explanation of each violation and how it was resolved. The City shall evaluate these explanations and the resolution of each violation to determine whether the violations demonstrate a pattern of failure to pay prevailing wages to workers unless there are extenuating circumstances acceptable to the City. Part F. Claims Against Retainage and Bonds Does the bidder have a record of any claims filed against the retainage or payment bonds for public works projects during the previous three (3) years? Yes ❑ No If "Yes", attach a separate signed / dated statement for each project with claims which includes the following: 1) Owner and contact information for the owner; 2) a list of claims filed against the retainage and/or payment bond for the project; and 3) a written explanation of the circumstances surrounding the claim and the ultimate resolution of the claim. The City may contact previous owners to validate the information provided by the Bidder. The City shall evaluate the information to determine if it demonstrates a lack of effective management by the bidder of making timely and appropriate payments, unless there are extenuating circumstances acceptable to the City in its sole discretion. Rev 1129118 by SEC Cih, of Port Orchard McCormick Village Park Splash Pad Treatment Facility Installation, Project # PYV2022-008, Contract #C075-22 LD-31 Bid Documents Part G. Public Bidding Crime Has the bidder been convicted of a crime involving bidding on a public works contract within the last five (5) years? Yes ❑ No Part H. Termination for Cause/Termination for Default Has the bidder had any public works contract terminated for cause by any government agency during the previous five (5) years? Yes ❑ No If "Yes", attach a separate signed / dated statement listing each contract terminated, the government agency terminating the contract and the circumstances involving the termination for cause. The City will determine if there are extenuating circumstances acceptable to the City in its sole discretion. Part I. Lawsuits Has the bidder been involved in lawsuits (or arbitrations for those instances where arbitration is completed in lieu of a lawsuit) with judgments entered against the bidder for failure to meet terns din contracts in the previous five (5) years? Yes ❑ No If "Yes", attach a list of lawsuits and/or arbitrations with judgments / arbitration awards entered against the bidder along with a written explanation of the circumstances surrounding each lawsuit and/or arbitration. Part J. Work Experience List at least three construction projects on the attached Work Experience Form, each of which meet all of the following criteria: O Successfully completed pavement repairs of arterial classified streets and/ or highways, in the past 7 years. Work includes grinding and patching. Contract value exceeding $100,000.00. Rev 1129118 by SEC Cily of Pwrt Orchard McCormick Tillage Park Splash Pad Treatment Facility Installation, Project Y PTV2022-008, Contract 9C075-22 LD-32 Bid Documents Part K. Signature I hereby certify, warrant and declare under penalty of perjury that the information included herein is correct and complete. Failure to disclose requested information or submitting false or misleading information may result in rejection of my bid, termination of my contract, and may impact my firm-s ability to bid op future projects. Signature of Authorized Represeny.. Live Name of Authorized Representative Jov\ Vmld2r Date -I,Iaa, Title V \L2 P1- n, - Rev 1129118 by SEC City ofportOrchard McCormick Village Park Splash Pad TreatmentFacili4, Installation, Project # PYV2022-008, Contract #C075-22 LD-M BidDocnments SUBCONTRACTOR LIST Per RCW 39.30.060, the bidder is required to submit as part of the bid the names of the subcontractors with whom the bidder will subcontract for performance of the work of HVAC (heating, ventilation, and air conditioning), plumbing as described in chapter 18.106 RCW, and electrical as described in chapter 19.28 RCW, or to name itself for the work and is also required to list the names of subcontractors with whom the bidder will subcontract for performance of the work of structural steel installation and rebar installation. The bidder shall not list more than one subcontractor for each category of work identified, unless subcontractors vary with bid alternates, in which case the bidder must indicate which subcontractor will be used for which alternate. The work to be performed is to be listed below the subcontractor(s) name. The requirement to name the bidder's proposed HVAC, plumbing, electrical, structural steel installation, and rebar installation subcontractors applies only to proposed HVAC, plumbing, electrical, structural steel installation, and rebar installation subcontractors who will contract directly with the bidder submitting the bid to the public entity. Failure to list subcontractors who are proposed to perform the work of HVAC (heating, ventilation and air conditioning), plumbing, and electrical, or to name itself to perform such work, or failing to name subcontractors who are proposed to perform structural steel installation or rebar installation, or naming more than one subcontractor to perform the same work will result in your bid being non -responsive and therefore void. Subcontractor Name Work to be Performed Subcontractor Name f1 Work to be Performed I?eL Subcontractor Name Work to be Performed Rev 1/29118 by SEC Ciiv of Port Orchard McCormick Village Park Splash Pad TreatinentFacility Installation, Project # PYV2022-008, Contract 9C075-22 LD-34 Bi d Dricument s Subcontractor Name Work to be Performed Subcontractor Name Work to be Performed Rev 1129118 by SEC City ofportOrchard McCormick Village Park Splash Pad Treatment Facility Installation, Project # PW2022-008, Contract #C075-22 LD-35 Bid Documents Addendum #1 CITY OF PORT ORCHARD MCCORMICK VILLAGE PARK SPLASH PAD TREATMENT FACILITY INSTALLATION CONTRACT NO. C075-22 Notice is hereby given that the deadline for sealed bids for construction of the McCormick Village Park Splash Pad Treatment Facility Installation has been extended to Friday July 1, 2022, at 1:00 PM. Sealed bids will be received at the office of the City Clerk for the City of Port Orchard, 216 Prospect Street, Port Orchard, WA 98366, for construction of the McCormick Village Park Splash Pad Treatment Facility Installation, Contract No C075-22. No proposals will be accepted after the above -stated time. Immediately following the above -stated time, the proposals will be publicly opened and read. Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale ADVERTISEMENT FOR BIDS CITY OF PORT ORCHARD MCCORMICK VILLAGE PARK SPLASH PAD TREATMENT FACILITY INSTALLATION CONTRACT NO. C075-22 Notice is hereby given that sealed bids will be received at the office of the City Clerk for the City of Port Orchard, 216 Prospect Street, Port Orchard, WA 98366 until 1:00 PM on Friday, 1.Lute 24t", 2022, for construction of the McCormick Village Park Splash Pad Treatment Facility Installation, Contract No C075-22. No proposals will be accepted after the above -stated time. Immediately following the above -stated time, the proposals will be publicly opened and read. The project includes: a new package pump station and treatment building that will treat water recycled from the existing McCormick Woods Splash Pad. The project will be completed in two phases: Preconstruction Phase and Construction Phase. The Preconstruction Phase shall begin within five (5) days of the CONTRACT START DATE and include submittals review, equipment procurement, requests for information, and work directives, if needed. The Construction Phase includes the installation of the treatment equipment and shall begin no earlier than September 12, 2022, after the summer season for the splash pad has concluded. The total anticipated duration of both phases is seven (7) months from the CONTRACT START DATE. Work is shown on the drawings and described in the specifications but, in part, includes: o Construct a 20'-4" x 11'-0" building * Furnish and install one duplex package grinder pump station Furnish and install a new solenoid control panel Furnish and install one booster pump Furnish and install one media filter Furnish and install six hydro pneumatic tanks ® Furnish and install one sodium hypochlorite (chlorine solution) feed system, Furnish and install one peracetic acid (pH adjustment solution) feed system, * Furnish and install piping Relocated the existing solenoid valve control system * Furnish and install electrical equipment, Furnish and install landscaping and fencing, • Furnish and install sitework. The Engineer's construction estimate for this project is $472,000. Rev 1129118 by SEC City of Port Orchard McCormick Tillage Park Splash Pad TreatmentFacilily Installation, Project 9 PW-9022-008, Contract #C075-22 LD-1 Advertisement Exhibit B /_1»R]EIe1 CONTRACT PROVISIONS AND SPECIFICATIONS Rev 1129118 by SEC City of Port Orchard McCormick Village Park Splash Pad Treatment Facility Installation, Project # PW2022-008, Contract #C075-22 LD-66 Contract Documents PROJECT MANUAL FOR City of Port Orchard WA McCormick Woods Splash Pad Treatment Equipment Installation Signed 6/3/2022 Lee H. Odell, PE WA #29695 Prepared by: Murraysmith, Inc Wilsonville, OR June 2022 TABLE OF CONTENTS DIVISION 0— Documents 00-700 Standard General Conditions 00-800 Supplementary Conditions DIVISION 01—GENERAL REQUIREMENTS 01-010 Summary of Project 01-027 Application for Payment 01-028 Change Order Procedures 01-030 Alternatives 01-090 Reference Standards 01-300 Submittals 01-400 Quality Control 01-500 Construction Facilities and Temporary Controls 01-600 Material and Equipment 01-650 Starting of Systems 01-700 Contract Closeout 01-730 Operation and Maintenance Data 01-740 Warranties and Bonds McCormick Woods Splash Pad Water Treatment Facility Table of Contents SECTION 00700 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT JCDC= ENGINEERS JOINT CONTRACT DOCUMENTS COMMITTEE ACEC AMERICAN COUNCIL OF ENGINEERING COMPANIES Endorsed By A. CE AMERICAN SOCIETY OF CIVIL ENGINEERS ® NATIONAL SOCIETY OF PROFESSIONAL ENGINEERS VCSI@. NuP A� Building Knowledge �i�nae�cc� Improving Project Delivery EJCDCO C-700, Standard General Conditions of the Construction Contract. Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Copyright° 2018 National Society of Professional Engineers 1420 King Street, Alexandria, VA 22314-2794 (703) 684-2882 www.nspe.org American Council of Engineering Companies 1015 15th Street N.W., Washington, DC 20005 (202) 347-7474 www.acec.org American Society of Civil Engineers 1801 Alexander Bell Drive, Reston, VA 20191-4400 (800) 548-2723 www.asce.org The copyright for this EJCDC document is owned jointly by the three sponsoring organizations listed above. The National Society of Professional Engineers is the Copyright Administrator for the EJCDC documents; please direct all inquiries regarding EJCDC copyrights to NSPE. NOTE: EJCDC publications may be purchased at www.emcdc.org, or from any of the sponsoring organizations above. EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. GUIDELINES FOR USE OF EJCDC° C-700, STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT 1.0 PURPOSE AND INTENDED USE OF THE DOCUMENT EJCDC° C-700, Standard General Conditions of the Construction Contract (2018), is the foundation document for the EJCDC Construction Series. The General Conditions define the basic rights, responsibilities, risk allocations, and contractual relationship of the Owner and Contractor, and establish how the Contract is to be administered. 2.0 OTHER DOCUMENTS EJCDC documents are intended to be used as a system and changes in one EJCDC document may require a corresponding change in other documents. Other EJCDC documents may also serve as a reference to provide insight or guidance for the preparation of this document. These General Conditions have been prepared for use with either EJCDC® C-520, Agreement Between Owner and Contractor for Construction Contract (Stipulated Price), or EJCDC° C-525, Agreement Between Owner and Contractor for Construction Contract (Cost -Plus -Fee) (2018 Editions). The provisions of the General Conditions and the Agreement are interrelated, and a change in one may necessitate a change in the other. To prepare supplementary conditions that are coordinated with the General Conditions, use EJCDC° C-800, Supplementary Conditions of the Construction Contract (2018). The full EJCDC Construction series of documents is discussed in the EJCDC® C-001, Commentary on the 2018 EJCDC Construction Documents (2018). 3.0 ORGANIZATION OF INFORMATION All parties involved in a construction project benefit significantly from a standardized approach in the location of subject matter throughout the documents. Experience confirms the danger of addressing the same subject matter in more than one location; doing so frequently leads to confusion and unanticipated legal consequences. Careful attention should be given to the guidance provided in EJCDC° N-122/AIA° A521, Uniform Location of Subject Matter (2012 Edition) when preparing documents. EJCDC° N-122/AIA° A521 is available at no charge from the EJCDC website, www.emcdc.org, and from the websites of EJCDC's sponsoring organizations. If CSI MasterFormat"' is used for organizing the Project Manual, consult CSI MasterFormatTM for the appropriate document number (e.g., under 00 1100, Advertisements and Invitations), and accordingly number the document and its pages. EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Guidelines Page 1 of 2 4.0 EDITING THIS DOCUMENT Remove these Guidelines for Use. Some users may also prefer to remove the two cover pages. Although it is permissible to revise the Standard EJCDC Text of C-700 (the content beginning at page 1 and continuing to the end), it is common practice to leave the Standard EJCDC Text of C-700 intact and unaltered, with modifications and supplementation of C-700's provisions set forth in EJCDC° C-800, Supplementary Conditions of the Construction Contract (2018). If the Standard Text itself is revised, the user must comply with the terms of the License Agreement, Paragraph 4.0, Document -Specific Provisions, concerning the tracking or highlighting of revisions. The following is a summary of the relevant License Agreement provisions: 1. The term "Standard EJCDC Text" for C-700 refers to all text prepared by EJCDC in the main body of the document. Document covers, logos, footers, instructions, or copyright notices are not Standard EJCDC Text for this purpose. 2. During the drafting or negotiating process for C-700, it is important that the two contracting parties are both aware of any changes that have been made to the Standard EJCDC Text. Thus, if a draft or version of C-700 purports to be or appears to be an EJCDC document, the user must plainly show all changes to the Standard EJCDC Text, using "Track Changes" (redline/strikeout), highlighting, or other means of clearly indicating additions and deletions. 3. If C-700 has been revised or altered and is subsequently presented to third parties (such as potential bidders, grant agencies, lenders, or sureties) as an EJCDC document, then the changes to the Standard EJCDC Text must be shown, or the third parties must receive access to a version that shows the changes. 4. Once the document is ready to be finalized (and if applicable executed by the contracting parties), it is no longer necessary to continue to show changes to the Standard EJCDC Text. The user may produce a final version of the document in a format in which all changes are accepted, and the document at that point does not need to include any "Track Changes," redline/strikeout, highlighting, or other indication of additions and deletions to the Standard EJCDC Text. 5.0 LICENSE AGREEMENT This document is subject to the terms and conditions of the License Agreement, 2018 EJCDC® Construction Series Documents. A copy of the License Agreement was furnished at the time of purchase of this document, and is available for review at www.emcdc.org and the websites of EJCDC's sponsoring organizations. EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Guidelines Page 2 of 2 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT TABLE OF CONTENTS Page Article 1—Definitions and Terminology 1 1.01 Defined Terms 1 1.02 Terminology 6 Article 2—Preliminary Matters 7 2.01 Delivery of Performance and Payment Bonds; Evidence of Insurance 7 2.02 Copies of Documents 7 2.03 Before Starting Construction 7 2.04 Preconstruction Conference; Designation of Authorized Representatives 8 2.05 Acceptance of Schedules 8 2.06 Electronic Transmittals 8 Article 3—Contract Documents: Intent, Requirements, Reuse 9 3.01 Intent 9 3.02 Reference Standards 9 3.03 Reporting and Resolving Discrepancies 10 3.04 Requirements of the Contract Documents 10 3.05 Reuse of Documents 11 Article 4—Commencement and Progress of the Work 11 4.01 Commencement of Contract Times; Notice to Proceed 11 4.02 Starting the Work 11 4.03 Reference Points 11 EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. TOC Page 1 of 6 4.04 Progress Schedule 12 4.05 Delays in Contractor's Progress 12 Article 5—Site; Subsurface and Physical Conditions; Hazardous Environmental Conditions 13 5.01 Availability of Lands 13 5.02 Use of Site and Other Areas 14 5.03 Subsurface and Physical Conditions 15 5.04 Differing Subsurface or Physical Conditions 16 5.05 Underground Facilities 17 5.06 Hazardous Environmental Conditions at Site 19 Article 6—Bonds and Insurance 21 6.01 Performance, Payment, and Other Bonds 21 6.02 Insurance —General Provisions 22 6.03 Contractor's Insurance 24 6.04 Builder's Risk and Other Property Insurance 25 6.05 Property Losses; Subrogation 25 6.06 Receipt and Application of Property Insurance Proceeds 27 Article 7—Contractor's Responsibilities 27 7.01 Contractor's Means and Methods of Construction 27 7.02 Supervision and Superintendence 27 7.03 Labor; Working Hours 27 7.04 Services, Materials, and Equipment 28 7.05 "Or Equals" 28 7.06 Substitutes 29 7.07 Concerning Subcontractors and Suppliers 31 7.08 Patent Fees and Royalties 32 EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. TOC Page 2 of 6 7.09 Permits 33 7.10 Taxes 33 7.11 Laws and Regulations 33 7.12 Record Documents 33 7.13 Safety and Protection 34 7.14 Hazard Communication Programs 35 7.15 Emergencies 35 7.16 Submittals 35 7.17 Contractor's General Warranty and Guarantee 38 7.18 Indemnification 39 7.19 Delegation of Professional Design Services 39 Article 8—Other Work at the Site 40 8.01 Other Work 40 8.02 Coordination 41 8.03 Legal Relationships 41 Article 9—Owner's Responsibilities 42 9.01 Communications to Contractor 42 9.02 Replacement of Engineer 42 9.03 Furnish Data 42 9.04 Pay When Due 42 9.05 Lands and Easements; Reports, Tests, and Drawings 43 9.06 Insurance 43 9.07 Change Orders 43 9.08 Inspections, Tests, and Approvals 43 9.09 Limitations on Owner's Responsibilities 43 EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. TOC Page 3 of 6 9.10 Undisclosed Hazardous Environmental Condition 43 9.11 Evidence of Financial Arrangements 43 9.12 Safety Programs 43 Article 10—Engineer's Status During Construction 44 10.01 Owner's Representative44 10.02 Visits to Site 44 10.03 Resident Project Representative44 10.04 Engineer's Authority 44 10.05 Determinations for Unit Price Work 45 10.06 Decisions on Requirements of Contract Documents and Acceptability of Work 45 10.07 Limitations on Engineer's Authority and Responsibilities 45 10.08 Compliance with Safety Program 45 Article 11—Changes to the Contract 46 11.01 Amending and Supplementing the Contract 46 11.02 Change Orders 46 11.03 Work Change Directives 46 11.04 Field Orders 47 11.05 Owner -Authorized Changes in the Work 47 11.06 Unauthorized Changes in the Work 47 11.07 Change of Contract Price 47 11.08 Change of Contract Times 49 11.09 Change Proposals 49 11.10 Notification to Surety 50 Article 12—Claims 50 12.01 Claims 50 EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. TOC Page 4 of 6 Article 13—Cost of the Work; Allowances; Unit Price Work 51 13.01 Cost of the Work 51 13.02 Allowances 55 13.03 Unit Price Work55 Article 14—Tests and Inspections; Correction, Removal, or Acceptance of Defective Work 56 14.01 Access to Work 56 14.02 Tests, Inspections, and Approvals 56 14.03 Defective Work 57 14.04 Acceptance of Defective Work 58 14.05 Uncovering Work 58 14.06 Owner May Stop the Work 58 14.07 Owner May Correct Defective Work 59 Article 15—Payments to Contractor; Setoffs; Completion; Correction Period 59 15.01 Progress Payments 59 15.02 Contractor's Warranty of Title 62 15.03 Substantial Completion 62 15.04 Partial Use or Occupancy 63 15.05 Final Inspection 64 15.06 Final Payment 64 15.07 Waiver of Claims 65 15.08 Correction Period 66 Article 16—Suspension of Work and Termination 67 16.01 Owner May Suspend Work 67 16.02 Owner May Terminate for Cause 67 16.03 Owner May Terminate for Convenience 68 EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. TOC Page 5 of 6 16.04 Contractor May Stop Work or Terminate 68 Article 17—Final Resolution of Disputes 69 17.01 Methods and Procedures 69 Article 18—Miscellaneous 69 18.01 Giving Notice 69 18.02 Computation of Times 69 18.03 Cumulative Remedies 70 18.04 Limitation of Damages 70 18.05 No Waiver 70 18.06 Survival of Obligations 70 18.07 Controlling Law 70 18.08 Assignment of Contract 70 18.09 Successors and Assigns 70 18.10 Headings 70 EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. TOC Page 6 of 6 STANDARD GENERAL CONDITIONS 4. Bid —The offer ofa Bidder submitted OF THE CONSTRUCTION on the prescribed form setting forth the prices for the Work to be CONTRACT performed. 5. Bidder —An individual or entity that submits a Bid to Owner. ARTICLE 1—DEFINITIONS AND TERMINOLOGY 6. Bidding Documents —The Bidding Requirements, the proposed 1.01 Defined Terms Contract Documents, and all A. Wherever used in the Bidding Addenda. Requirements or Contract Documents, a 7. Bidding Requirements —The term printed with initial capital letters, Advertisement or invitation to bid, including the term's singular and plural Instructions to Bidders, Bid Bond or forms, will have the meaning indicated other Bid security, if any, the Bid in the definitions below. In addition to Form, and the Bid with any terms specifically defined, terms with attachments. initial capital letters in the Contract Documents include references to g. Change Order —A document which identified articles and paragraphs, and is signed by Contractor and Owner the titles of other documents or forms. and authorizes an addition, deletion, 1. Addenda —Written or graphic or revision in the Work or an adjustment in the Contract Price or instruments issued prior to the the Contract Times, or other revision opening of Bids which clarify, to the Contract, issued on or after correct, or change the Bidding the Effective Date of the Contract. Requirements or the proposed Contract Documents. 9. Change Proposal —A written request by Contractor, duly submitted in 2. Agreement —The written compliance with the procedural instrument, executed by Owner and requirements set forth herein, Contractor, that sets forth the seeking an adjustment in Contract Contract Price and Contract Times, Price or Contract Times; contesting identifies the parties and the an initial decision by Engineer Engineer, and designates the concerning the requirements of the specific items that are Contract Contract Documents or the Documents. acceptability of Work under the Contract Documents; challenging a 3. Application for Payment —The document prepared by Contractor, set-off against payments due; or seeking other relief with respect to in a form acceptable to Engineer, to the terms of the Contract. request progress or final payments, and which is to be accompanied by 10. Claim such supporting documentation as is required by the Contract a. A demand or assertion by Documents. Owner directly to Contractor, duly submitted in compliance Port OrchardMcCormick Woods Splash Pad Water Treatment Facility 00700-7 Standard General Conditions with the procedural waste, or other material of any requirements set forth herein, nature whatsoever that is or seeking an adjustment of becomes listed, regulated, or Contract Price or Contract addressed pursuant to Laws and Times; contesting an initial Regulations regulating, relating to, decision by Engineer concerning or imposing liability or standards of the requirements of the conduct concerning, any hazardous, Contract Documents or the toxic, or dangerous waste, acceptability of Work under the substance, or material. Contract Documents; contesting Engineer's decision regarding a 12. Contract —The entire and integrated Change Proposal; seeking written contract between Owner resolution of a contractual issue and Contractor concerning the that Engineer has declined to Work. address; or seeking other relief with respect to the terms of the 13. Contract Documents —Those items Contract. so designated in the Agreement, and which together comprise the b. A demand or assertion by Contract. Contractor directly to Owner, duly submitted in compliance 14. Contract Price —The money that with the procedural Owner has agreed to pay Contractor requirements set forth herein, for completion of the Work in contesting Engineer's decision accordance with the Contract regarding a Change Proposal, or Documents. seeking resolution of a contractual issue that Engineer 15. Contract Times —The number of has declined to address. days or the dates by which Contractor shall: (a) achieve c. A demand or assertion by Milestones, if any; (b) achieve Owner or Contractor, duly Substantial Completion; and (c) submitted in compliance with complete the Work. the procedural requirements set forth herein, made pursuant to 16. Contractor —The individual or entity Paragraph 12.01.A.4, with which Owner has contracted concerning disputes arising after for performance of the Work. Engineer has issued a recommendation of final 17. Cost of the Work —See Paragraph 13.01 for definition. payment. d. A demand for money or services by a third party is not a Claim. 11. Constituent of Concern —Asbestos, petroleum, radioactive materials, polychlorinated biphenyls (PCBs), lead -based paint (as defined by the HUD/EPA standard), hazardous waste, and any substance, product, 18. Drawings —The part of the Contract that graphically shows the scope, extent, and character of the Work to be performed by Contractor. 19. Effective Date of the Contract —The date, indicated in the Agreement, on which the Contract becomes effective. Port OrchardMcCormick Woods Splash Pad Water Treatment Facility 00700-8 Standard General Conditions 20. Electronic Document —Any Project- a. The presence at the Site of related correspondence, materials that are necessary for attachments to correspondence, the execution of the Work, or data, documents, drawings, that are to be incorporated into information, or graphics, including the Work, and that are but not limited to Shop Drawings controlled and contained and other Submittals, that are in an pursuant to industry practices, electronic or digital format. Laws and Regulations, and the requirements of the Contract, is 21. Electronic Means —Electronic mail not a Hazardous Environmental (email), upload/download from a Condition. secure Project website, or other communications methods that b. The presence of Constituents of allow: (a) the transmission or Concern that are to be removed communication of Electronic or remediated as part of the Documents; (b) the documentation Work is not a Hazardous of transmissions, including sending Environmental Condition. and receipt; (c) printing of the transmitted Electronic Document by c. The presence of Constituents of the recipient; (d) the storage and Concern as part of the routine, archiving of the Electronic anticipated, and obvious Document by sender and recipient; working conditions at the Site, is and (e) the use by recipient of the not a Hazardous Environmental Electronic Document for purposes Condition. permitted by this Contract. Electronic Means does not include 25. Laws and Regulations, Laws or the use of text messaging, or of Regulations —Any and all applicable Facebook, Twitter, Instagram, or laws, statutes, rules, regulations, similar social media services for ordinances, codes, and binding transmission of Electronic decrees, resolutions, and orders of Documents. any and all governmental bodies, agencies, authorities, and courts 22. Engineer —The individual or entity having jurisdiction. named as such in the Agreement. 23. Field Order —A written order issued by Engineer which requires minor changes in the Work but does not change the Contract Price or the Contract Times. 24. Hazardous Environmental Condition —The presence at the Site of Constituents of Concern in such quantities or circumstances that may present a danger to persons or property exposed thereto. 26. Liens —Charges, security interests, or encumbrances upon Contract - related funds, real property, or personal property. 27. Milestone —A principal event in the performance of the Work that the Contract requires Contractor to achieve by an intermediate completion date, or by a time prior to Substantial Completion of all the Work. Port OrchardMcCormick Woods Splash Pad Water Treatment Facility 00700-9 Standard General Conditions 28. Notice of Award —The written notice by Owner to a Bidder of Owner's acceptance of the Bid. 29. Notice to Proceed —A written notice by Owner to Contractor fixing the date on which the Contract Times will commence to run and on which Contractor shall start to perform the Work. 30. Owner —The individual or entity with which Contractor has contracted regarding the Work, and which has agreed to pay Contractor for the performance of the Work, pursuant to the terms of the Contract. 31. Progress Schedule —A schedule, prepared and maintained by Contractor, describing the sequence and duration of the activities comprising Contractor's plan to accomplish the Work within the Contract Times. 32. Project —The total undertaking to be accomplished for Owner by engineers, contractors, and others, including planning, study, design, construction, testing, commissioning, and start-up, and of which the Work to be performed under the Contract Documents is a part. 33. Resident Project Representative — The authorized representative of Engineer assigned to assist Engineer at the Site. As used herein, the term Resident Project Representative (RPR) includes any assistants or field staff of Resident Project Representative. 34. Samples —Physical examples of materials, equipment, or workmanship that are representative of some portion of the Work and that establish the standards by which such portion of the Work will be judged. 35. Schedule of Submittals —A schedule, prepared and maintained by Contractor, of required submittals and the time requirements for Engineer's review of the submittals. 36. Schedule of Values —A schedule, prepared and maintained by Contractor, allocating portions of the Contract Price to various portions of the Work and used as the basis for reviewing Contractor's Applications for Payment. 37. Shop Drawings —All drawings, diagrams, illustrations, schedules, and other data or information that are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the Work. Shop Drawings, whether approved or not, are not Drawings and are not Contract Documents. 38. Site —Lands or areas indicated in the Contract Documents as being furnished by Owner upon which the Work is to be performed, including rights -of -way and easements, and such other lands or areas furnished by Owner which are designated for the use of Contractor. 39. Specifications —The part of the Contract that consists of written requirements for materials, equipment, systems, standards, and workmanship as applied to the Work, and certain administrative requirements and procedural matters applicable to the Work. Port OrchardMcCormick Woods Splash Pad Water Treatment Facility 00700-10 Standard General Conditions 40. Subcontractor —An individual or can be utilized for the purposes for entity having a direct contract with which it is intended. The terms Contractor or with any other "substantially complete" and Subcontractor for the performance "substantially completed" as applied of a part of the Work. to all or part of the Work refer to Substantial Completion of such 41. Submittal —A written or graphic Work. document, prepared by or for Contractor, which the Contract 43. Successful Bidder —The Bidder to Documents require Contractor to which the Owner makes an award of submit to Engineer, or that is contract. indicated as a Submittal in the Schedule of Submittals accepted by 44. Supplementary Conditions —The Engineer. Submittals may include part of the Contract that amends or Shop Drawings and Samples; supplements these General schedules; product data; Owner- Conditions. delegated designs; sustainable design information; information on 45. Supplier —A manufacturer, special procedures; testing plans; fabricator, supplier, distributor, or results of tests and evaluations, vendor having a direct contract with source quality -control testing and Contractor or with any inspections, and field or Site quality- Subcontractor to furnish materials control testing and inspections; or equipment to be incorporated in warranties and certifications; the Work by Contractor or a Suppliers' instructions and reports; Subcontractor. records of delivery of spare parts and tools; operations and 46. Technical Data maintenance data; Project photographic documentation; a. Those items expressly identified record documents; and other such as Technical Data in the documents required by the Contract Supplementary Conditions, with Documents. Submittals, whether or respect to either (1) existing not approved or accepted by subsurface conditions at or Engineer, are not Contract adjacent to the Site, or existing Documents. Change Proposals, physical conditions at or Change Orders, Claims, notices, adjacent to the Site including Applications for Payment, and existing surface or subsurface requests for interpretation or structures (except Underground clarification are not Submittals. Facilities) or (2) Hazardous Environmental Conditions at the 42. Substantial Completion —The time Site. at which the Work (or a specified part thereof) has progressed to the b. If no such express identifications point where, in the opinion of of Technical Data have been Engineer, the Work (or a specified made with respect to conditions part thereof) is sufficiently at the Site, then Technical Data complete, in accordance with the is defined, with respect to Contract Documents, so that the conditions at the Site under Work (or a specified part thereof) Paragraphs 5.03, 5.04, and 5.06, Port OrchardMcCormick Woods Splash Pad Water Treatment Facility 00700-11 Standard General Conditions as the data contained in boring 49. Work —The entire construction or logs, recorded measurements of the various separately identifiable subsurface water levels, parts thereof required to be assessments of the condition of provided under the Contract subsurface facilities, laboratory Documents. Work includes and is test results, and other factual, the result of performing or providing objective information regarding all labor, services, and conditions at the Site that are documentation necessary to set forth in any geotechnical, produce such construction; environmental, or other Site or furnishing, installing, and facilities conditions report incorporating all materials and prepared for the Project and equipment into such construction; made available to Contractor. and may include related services such as testing, start-up, and c. Information and data regarding commissioning, all as required by the presence or location of the Contract Documents. Underground Facilities are not intended to be categorized, 50. Work Change Directive —A written identified, or defined as directive to Contractor issued on or Technical Data, and instead after the Effective Date of the Underground Facilities are Contract, signed by Owner and shown or indicated on the recommended by Engineer, Drawings. ordering an addition, deletion, or revision in the Work. 47. Underground Facilities —All active or not -in-service underground lines, 1.02 Terminology pipelines, conduits, ducts, encasements, cables, wires, A. The words and terms discussed in manholes, vaults, tanks, tunnels, or Paragraphs 1.02.13, C, D, and E are not other such facilities or systems at defined terms that require initial capital the Site, including but not limited to letters, but, when used in the Bidding those facilities or systems that Requirements or Contract Documents, produce, transmit, distribute, or have the indicated meaning. convey telephone or other communications, cable television, B. Intent of Certain Terms or Adjectives: fiber optic transmissions, power, The Contract Documents include the electricity, light, heat, gases, oil, terms "as allowed," "as approved," "as crude oil products, liquid petroleum ordered," "as directed" or terms of like products, water, steam, waste, effect or import to authorize an exercise wastewater, storm water, other of professional judgment by Engineer. In liquids or chemicals, or traffic or addition, the adjectives "reasonable," other control systems. An "suitable," "acceptable," "proper," abandoned facility or system is not "satisfactory," or adjectives of like effect an Underground Facility. or import are used to describe an action or determination of Engineer as to the 48. Unit Price Work —Work to be paid Work. It is intended that such exercise of for on the basis of unit prices. professional judgment, action, or determination will be solely to evaluate, in general, the Work for compliance with Port OrchardMcCormick Woods Splash Pad Water Treatment Facility 00700-12 Standard General Conditions the information in the Contract use or installation and in usable or Documents and with the design concept operable condition. of the Project as a functioning whole as shown or indicated in the Contract 2. The word "install," when used in Documents (unless there is a specific connection with services, materials, statement indicating otherwise). The or equipment, means to put into use use of any such term or adjective is not or place in final position said intended to and shall not be effective to services, materials, or equipment assign to Engineer any duty or authority complete and ready for intended to supervise or direct the performance use. of the Work, or any duty or authority to undertake responsibility contrary to the 3. The words "perform" or "provide," provisions of Article 10 or any other when used in connection with provision of the Contract Documents. services, materials, or equipment, means to furnish and install said C. Day: The word "day" means a calendar services, materials, or equipment day of 24 hours measured from midnight complete and ready for intended to the next midnight. use. D. Defective: The word "defective," when 4. If the Contract Documents establish modifying the word "Work," refers to an obligation of Contractor with Work that is unsatisfactory, faulty, or respect to specific services, deficient in that it: materials, or equipment, but do not expressly use any of the four words 1. does not conform to the Contract "furnish," "install," "perform," or Documents; "provide," then Contractor shall furnish and install said services, 2. does not meet the requirements of materials, or equipment complete any applicable inspection, reference and ready for intended use. standard, test, or approval referred to in the Contract Documents; or F. Contract Price or Contract Times: References to a change in "Contract 3. has been damaged prior to Price or Contract Times" or "Contract Engineer's recommendation of final Times or Contract Price" or similar, payment (unless responsibility for indicate that such change applies to the protection thereof has been (1) Contract Price, (2) Contract Times, or assumed by Owner at Substantial (3) both Contract Price and Contract Completion in accordance with Times, as warranted, even if the term "or Paragraph 15.03 or both" is not expressed. Paragraph 15.04). G. Unless stated otherwise in the Contract E. Furnish, Install, Perform, Provide Documents, words or phrases that have a well-known technical or construction 1. The word "furnish," when used in industry or trade meaning are used in connection with services, materials, the Contract Documents in accordance or equipment, means to supply and with such recognized meaning. deliver said services, materials, or equipment to the Site (or some other specified location) ready for Port OrchardMcCormick Woods Splash Pad Water Treatment Facility 00700-13 Standard General Conditions ARTICLE 2—PRELIMINARY MATTERS B. Owner shall maintain and safeguard at least one original printed record version 2.01 Delivery of Performance and Payment of the Contract, including Drawings and Bonds, Evidence of Insurance Specifications signed and sealed by Engineer and other design professionals. A. Performance and Payment Bonds: When Owner shall make such original printed Contractor delivers the signed record version of the Contract available counterparts of the Agreement to to Contractor for review. Owner may Owner, Contractor shall also deliver to delegate the responsibilities under this Owner the performance bond and provision to Engineer. payment bond (if the Contract requires Contractor to furnish such bonds). 2.03 Before Starting Construction B. Evidence of Contractor's Insurance: A. Preliminary Schedules: Within 10 days When Contractor delivers the signed after the Effective Date of the Contract counterparts of the Agreement to (or as otherwise required by the Owner, Contractor shall also deliver to Contract Documents), Contractor shall Owner, with copies to each additional submit to Engineer for timely review: insured (as identified in the Contract), the certificates, endorsements, and 1. a preliminary Progress Schedule other evidence of insurance required to indicating the times (numbers of be provided by Contractor in accordance days or dates) for starting and with Article 6, except to the extent the completing the various stages of the Supplementary Conditions expressly Work, including any Milestones establish other dates for delivery of specified in the Contract; specific insurance policies. 2. a preliminary Schedule of C. Evidence of Owner's Insurance: After Submittals; and receipt of the signed counterparts of the 3. a preliminary Schedule of Values for Agreement and all required bonds and all of the Work which includes insurance documentation, Owner shall quantities and prices of items which promptly deliver to Contractor, with when added together equal the copies to each additional insured (as Contract Price and subdivides the identified in the Contract), the Work into component parts in certificates and other evidence of sufficient detail to serve as the basis insurance required to be provided by for progress payments during Owner under Article 6. performance of the Work. Such 2.02 Copies of Documents prices will include an appropriate amount of overhead and profit A. Owner shall furnish to Contractor four applicable to each item of Work. printed copies of the Contract (including one fully signed counterpart of the 2.04 Preconstruction Conference; Designation of Agreement), and one copy in electronic Authorized Representatives portable document format (PDF). A. Before any Work at the Site is started, a Additional printed copies will be conference attended by Owner, furnished upon request at the cost of Contractor, Engineer, and others as reproduction. appropriate will be held to establish a Port OrchardMcCormick Woods Splash Pad Water Treatment Facility 00700-14 Standard General Conditions working understanding among the parties as to the Work, and to discuss the schedules referred to in Paragraph 2.03.A, procedures for handling Shop Drawings, Samples, and other Submittals, processing Applications for Payment, electronic or digital transmittals, and maintaining required records. B. At this conference Owner and Contractor each shall designate, in writing, a specific individual to act as its authorized representative with respect to the services and responsibilities under the Contract. Such individuals shall have the authority to transmit and receive information, render decisions relative to the Contract, and otherwise act on behalf of each respective party. 2.05 Acceptance of Schedules A. At least 10 days before submission of the first Application for Payment a conference, attended by Contractor, Engineer, and others as appropriate, will be held to review the schedules submitted in accordance with Paragraph 2.03.A. No progress payment will be made to Contractor until acceptable schedules are submitted to Engineer. 1. The Progress Schedule will be acceptable to Engineer if it provides an orderly progression of the Work to completion within the Contract Times. Such acceptance will not impose on Engineer responsibility for the Progress Schedule, for sequencing, scheduling, or progress of the Work, nor interfere with or relieve Contractor from Contractor's full responsibility therefor. for reviewing and processing the required submittals. 3. Contractor's Schedule of Values will be acceptable to Engineer as to form and substance if it provides a reasonable allocation of the Contract Price to the component parts of the Work. 4. If a schedule is not acceptable, Contractor will have an additional 10 days to revise and resubmit the schedule. 2.06 Electronic Transmittals A. Except as otherwise stated elsewhere in the Contract, the Owner, Engineer, and Contractor may send, and shall accept, Electronic Documents transmitted by Electronic Means. B. If the Contract does not establish protocols for Electronic Means, then Owner, Engineer, and Contractor shall jointly develop such protocols. C. Subject to any governing protocols for Electronic Means, when transmitting Electronic Documents by Electronic Means, the transmitting party makes no representations as to long-term compatibility, usability, or readability of the Electronic Documents resulting from the recipient's use of software application packages, operating systems, or computer hardware differing from those used in the drafting or transmittal of the Electronic Documents. ARTICLE 3—CONTRACT DOCUMENTS: INTENT, REQUIREMENTS, REUSE 2. Contractor's Schedule of Submittals 3.01 Intent will be acceptable to Engineer if it A. The Contract Documents are provides a workable arrangement complementary; what is required by one Port OrchardMcCormick Woods Splash Pad Water Treatment Facility 00700-15 Standard General Conditions Contract Document is as binding as if required by all. Supplier, or other individual or entity; or B. It is the intent of the Contract 2. any obligation on the part of Owner Documents to describe a functionally or Engineer to pay or to see to the complete Project (or part thereof) to be payment of any money due any such constructed in accordance with the Subcontractor, Supplier, or other Contract Documents. individual or entity, except as may otherwise be required by Laws and C. Unless otherwise stated in the Contract Regulations. Documents, if there is a discrepancy between the electronic versions of the 3.02 Reference Standards Contract Documents (including any printed copies derived from such A. Standards Specifications, Codes, Laws electronic versions) and the printed and Regulations record version, the printed record version will govern. 1. Reference in the Contract Documents to standard D. The Contract supersedes prior specifications, manuals, reference negotiations, representations, and standards, or codes of any technical agreements, whether written or oral. society, organization, or association, or to Laws or Regulations, whether E. Engineer will issue clarifications and such reference be specific or by interpretations of the Contract implication, means the standard Documents as provided herein. specification, manual, reference standard, code, or Laws or F. Any provision or part of the Contract Regulations in effect at the time of Documents held to be void or opening of Bids (or on the Effective unenforceable under any Law or Date of the Contract if there were no Regulation will be deemed stricken, and Bids), except as may be otherwise all remaining provisions will continue to specifically stated in the Contract be valid and binding upon Owner and Documents. Contractor, which agree that the Contract Documents will be reformed to 2. No provision of any such standard replace such stricken provision or part specification, manual, reference thereof with a valid and enforceable standard, or code, and no provision that comes as close as possible instruction of a Supplier, will be to expressing the intention of the effective to change the duties or stricken provision. responsibilities of Owner, Contractor, or Engineer from those G. Nothing in the Contract Documents set forth in the part of the Contract creates: Documents prepared by or for Engineer. No such provision or 1. any contractual relationship instruction shall be effective to between Owner or Engineer and any assign to Owner or Engineer any Subcontractor, Supplier, or other duty or authority to supervise or individual or entity performing or direct the performance of the Work, furnishing any of the Work, for the or any duty or authority to benefit of such Subcontractor, undertake responsibility Port OrchardMcCormick Woods Splash Pad Water Treatment Facility Standard General Conditions 00700-16 inconsistent with the provisions of error, ambiguity, or discrepancy is the part of the Contract Documents resolved, by a clarification or prepared by or for Engineer. interpretation by Engineer, or by an amendment or supplement to the 3.03 Reporting and Resolving Discrepancies Contract issued pursuant to Paragraph 11.01. A. Reporting Discrepancies 3. Contractor shall not be liable to 1. Contractor's Verification of Figures Owner or Engineer for failure to and Field Measurements: Before report any conflict, error, ambiguity, undertaking each part of the Work, or discrepancy in the Contract Contractor shall carefully study the Documents unless Contractor had Contract Documents, and check and actual knowledge thereof. verify pertinent figures and dimensions therein, particularly B. Resolving Discrepancies with respect to applicable field measurements. Contractor shall 1. Except as may be otherwise promptly report in writing to specifically stated in the Contract Engineer any conflict, error, Documents, the provisions of the ambiguity, or discrepancy that part of the Contract Documents Contractor discovers, or has actual prepared by or for Engineer take knowledge of, and shall not proceed precedence in resolving any conflict, with any Work affected thereby until error, ambiguity, or discrepancy the conflict, error, ambiguity, or between such provisions of the discrepancy is resolved by a Contract Documents and: clarification or interpretation by Engineer, or by an amendment or a. the provisions of any standard supplement to the Contract issued specification, manual, reference pursuant to Paragraph 11.01. standard, or code, or the instruction of any Supplier 2. Contractor's Review of Contract (whether or not specifically Documents: If, before or during the incorporated by reference as a performance of the Work, Contract Document); or Contractor discovers any conflict, error, ambiguity, or discrepancy b. the provisions of any Laws or within the Contract Documents, or Regulations applicable to the between the Contract Documents performance of the Work and (a) any applicable Law or (unless such an interpretation of Regulation, (b) actual field the provisions of the Contract conditions, (c) any standard Documents would result in specification, manual, reference violation of such Law or standard, or code, or (d) any Regulation). instruction of any Supplier, then Contractor shall promptly report it 3.04 Requirements of the Contract Documents to Engineer in writing. Contractor shall not proceed with the Work A. During the performance of the Work and affected thereby (except in an until final payment, Contractor and emergency as required by Owner shall submit to the Engineer in Paragraph 7.15) until the conflict, writing all matters in question Port OrchardMcCormick Woods Splash Pad Water Treatment Facility 00700-17 Standard General Conditions concerning the requirements of the Contract Documents (sometimes referred to as requests for information or interpretation —RFIs), or relating to the acceptability of the Work under the Contract Documents, as soon as possible after such matters arise. Engineer will be the initial interpreter of the requirements of the Contract Documents, and judge of the acceptability of the Work. documents (or copies of any thereof) prepared by or bearing the seal of Engineer or its consultants, including electronic media versions, or reuse any such Drawings, Specifications, other documents, or copies thereof on extensions of the Project or any other project without written consent of Owner and Engineer and specific written verification or adaptation by Engineer; or B. Engineer will, with reasonable promptness, render a written 2. have or acquire any title or clarification, interpretation, or decision ownership rights in any other on the issue submitted, or initiate an Contract Documents, reuse any such amendment or supplement to the Contract Documents for any Contract Documents. Engineer's written purpose without Owner's express clarification, interpretation, or decision written consent, or violate any will be final and binding on Contractor, copyrights pertaining to such unless it appeals by submitting a Change Contract Documents. Proposal, and on Owner, unless it appeals by filing a Claim. B. The prohibitions of this Paragraph 3.05 will survive final payment, or C. If a submitted matter in question termination of the Contract. Nothing concerns terms and conditions of the herein precludes Contractor from Contract Documents that do not involve retaining copies of the Contract (1) the performance or acceptability of Documents for record purposes. the Work under the Contract Documents, (2) the design (as set forth ARTICLE 4—COMMENCEMENT AND PROGRESS OF in the Drawings, Specifications, or THE WORK otherwise), or (3) other engineering or technical matters, then Engineer will promptly notify Owner and Contractor 4.01 Commencement of Contract Times; Notice to in writing that Engineer is unable to Proceed provide a decision or interpretation. If Owner and Contractor are unable to A. The Contract Times will commence to agree on resolution of such a matter in run on the 30th day after the Effective question, either party may pursue Date of the Contract or, if a Notice to resolution as provided in Article 12. Proceed is given, on the day indicated in the Notice to Proceed. A Notice to 3.05 Reuse of Documents Proceed may be given at any time within 30 days after the Effective Date of the A. Contractor and its Subcontractors and Contract. In no event will the Contract Suppliers shall not: Times commence to run later than the 60th day after the day of Bid opening or 1. have or acquire any title to or the 30th day after the Effective Date of ownership rights in any of the the Contract, whichever date is earlier. Drawings, Specifications, or other Port OrchardMcCormick Woods Splash Pad Water Treatment Facility Standard General Conditions 00700-18 4.02 Starting the Work submitted in accordance with the requirements of Article 11. A. Contractor shall start to perform the Work on the date when the Contract B. Contractor shall carry on the Work and Times commence to run. No Work may adhere to the Progress Schedule during be done at the Site prior to such date. all disputes or disagreements with Owner. No Work will be delayed or 4.03 Reference Points postponed pending resolution of any disputes or disagreements, or during any A. Owner shall provide engineering surveys appeal process, except as permitted by to establish reference points for Paragraph 16.04, or as Owner and construction which in Engineer's Contractor may otherwise agree in judgment are necessary to enable writing. Contractor to proceed with the Work. Contractor shall be responsible for 4.05 Delays in Contractor's Progress laying out the Work, shall protect and preserve the established reference A. If Owner, Engineer, or anyone for whom points and property monuments, and Owner is responsible, delays, disrupts, shall make no changes or relocations or interferes with the performance or without the prior written approval of progress of the Work, then Contractor Owner. Contractor shall report to shall be entitled to an equitable Engineer whenever any reference point adjustment in Contract Price or Contract or property monument is lost or Times. destroyed or requires relocation because of necessary changes in grades B. Contractor shall not be entitled to an or locations, and shall be responsible for adjustment in Contract Price or Contract the accurate replacement or relocation Times for delay, disruption, or of such reference points or property interference caused by or within the monuments by professionally qualified control of Contractor. Delay, disruption, personnel. and interference attributable to and within the control of a Subcontractor or 4.04 Progress Schedule Supplier shall be deemed to be within the control of Contractor. A. Contractor shall adhere to the Progress Schedule established in accordance with C. If Contractor's performance or progress Paragraph 2.05 as it may be adjusted is delayed, disrupted, or interfered with from time to time as provided below. by unanticipated causes not the fault of and beyond the control of Owner, 1. Contractor shall submit to Engineer Contractor, and those for which they are for acceptance (to the extent responsible, then Contractor shall be indicated in Paragraph 2.05) entitled to an equitable adjustment in proposed adjustments in the Contract Times. Such an adjustment will Progress Schedule that will not be Contractor's sole and exclusive result in changing the Contract remedy for the delays, disruption, and Times. interference described in this paragraph. Causes of delay, disruption, or 2. Proposed adjustments in the interference that may give rise to an Progress Schedule that will change adjustment in Contract Times under this the Contract Times must be Port OrchardMcCormick Woods Splash Pad Water Treatment Facility 00700-19 Standard General Conditions paragraph include but are not limited to the following: 1. Severe and unavoidable natural catastrophes such as fires, floods, epidemics, and earthquakes; 2. Abnormal weather conditions; E. Each Contractor request or Change Proposal seeking an increase in Contract Times or Contract Price must be supplemented by supporting data that sets forth in detail the following: 1. The circumstances that form the basis for the requested adjustment; 3. Acts or failures to act of third -party 2. The date upon which each cause of utility owners or other third -party delay, disruption, or interference entities (other than those third- began to affect the progress of the party utility owners or other third- Work; party entities performing other work at or adjacent to the Site as arranged 3. The date upon which each cause of by or under contract with Owner, as delay, disruption, or interference contemplated in Article 8); and ceased to affect the progress of the Work; 4. Acts of war or terrorism. 4. The number of days' increase in D. Contractor's entitlement to an Contract Times claimed as a adjustment of Contract Times or consequence of each such cause of Contract Price is limited as follows: delay, disruption, or interference; and 1. Contractor's entitlement to an adjustment of the Contract Times is 5. The impact on Contract Price, in conditioned on the delay, accordance with the provisions of disruption, or interference adversely Paragraph 11.07. affecting an activity on the critical path to completion of the Work, as Contractor shall also furnish such of the time of the delay, disruption, additional supporting documentation as or interference. Owner or Engineer may require including, where appropriate, a revised 2. Contractor shall not be entitled to an progress schedule indicating all the adjustment in Contract Price for any activities affected by the delay, delay, disruption, or interference if disruption, or interference, and an such delay is concurrent with a explanation of the effect of the delay, delay, disruption, or interference disruption, or interference on the critical caused by or within the control of path to completion of the Work. Contractor. Such a concurrent delay by Contractor shall not preclude an F. Delays, disruption, and interference to adjustment of Contract Times to the performance or progress of the which Contractor is otherwise Work resulting from the existence of a entitled. differing subsurface or physical condition, an Underground Facility that 3. Adjustments of Contract Times or was not shown or indicated by the Contract Price are subject to the Contract Documents, or not shown or provisions of Article 11. indicated with reasonable accuracy, and those resulting from Hazardous Port OrchardMcCormick Woods Splash Pad Water Treatment Facility 00700-20 Standard General Conditions Environmental Conditions, are governed materials and equipment, and the by Article 5, together with the provisions operations of workers to the Site, of Paragraphs 4.05.1) and 4.05.E. adjacent areas that Contractor has arranged to use through G. Paragraph 8.03 addresses delays, construction easements or disruption, and interference to the otherwise, and other adjacent areas performance or progress of the Work permitted by Laws and Regulations, resulting from the performance of and shall not unreasonably certain other work at or adjacent to the encumber the Site and such other Site. adjacent areas with construction equipment or other materials or ARTICLE 5—SITE; SUBSURFACE AND PHYSICAL equipment. Contractor shall assume CONDITIONS; HAZARDOUS ENVIRONMENTAL full responsibility for (a) damage to CONDITIONS the Site; (b) damage to any such other adjacent areas used for Contractor's operations; (c) damage 5.01 Availability of Lands to any other adjacent land or areas, A. Owner shall furnish the Site. Owner shall or to improvements, structures, notify Contractor in writing of any utilities, or similar facilities located encumbrances or restrictions not of at such adjacent lands or areas; and general application but specifically (d) for injuries and losses sustained related to use of the Site with which by the owners or occupants of any Contractor must comply in performing such land or areas; provided that the Work. such damage or injuries result from the performance of the Work or B. Upon reasonable written request, from other actions or conduct of the Owner shall furnish Contractor with a Contractor or those for which current statement of record legal title Contractor is responsible. and legal description of the lands upon which permanent improvements are to 2. If a damage or injury claim is made be made and Owner's interest therein as by the owner or occupant of any necessary for giving notice of or filing a such land or area because of the mechanic's or construction lien against performance of the Work, or such lands in accordance with applicable because of other actions or conduct Laws and Regulations. of the Contractor or those for which Contractor is responsible, C. Contractor shall provide for all Contractor shall (a) take immediate additional lands and access thereto that corrective or remedial action as may be required for temporary required by Paragraph 7.13, or construction facilities or storage of otherwise; (b) promptly attempt to materials and equipment. settle the claim as to all parties through negotiations with such 5.02 Use of Site and Other Areas owner or occupant, or otherwise resolve the claim by arbitration or A. Limitation on Use of Site and Other Areas other dispute resolution proceeding, or in a court of 1. Contractor shall confine competent jurisdiction; and (c) to construction equipment, temporary the fullest extent permitted by Laws construction facilities, the storage of and Regulations, indemnify and hold Port OrchardMcCormick Woods Splash Pad Water Treatment Facility 00700-21 Standard General Conditions harmless Owner and Engineer, and the officers, directors, members, partners, employees, agents, consultants and subcontractors of each and any of them, from and against any such claim, and against all costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any claim or action, legal or equitable, brought by any such owner or occupant against Owner, Engineer, or any other party indemnified hereunder to the extent caused directly or indirectly, in whole or in part by, or based upon, Contractor's performance of the Work, or because of other actions or conduct of the Contractor or those for which Contractor is responsible. B. Removal of Debris During Performance of the Work: During the progress of the Work the Contractor shall keep the Site and other adjacent areas free from accumulations of waste materials, rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other debris will conform to applicable Laws and Regulations. C. Cleaning: Prior to Substantial Completion of the Work Contractor shall clean the Site and the Work and make it ready for utilization by Owner. At the completion of the Work Contractor shall remove from the Site and adjacent areas all tools, appliances, construction equipment and machinery, and surplus materials and shall restore to original condition all property not designated for alteration by the Contract Documents. D. Loading of Structures: Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall Contractor subject any part of the Work or adjacent structures or land to stresses or pressures that will endanger them. 5.03 Subsurface and Physical Conditions A. Reports and Drawings: The Supplementary Conditions identify: 1. Those reports of explorations and tests of subsurface conditions at or adjacent to the Site that contain Technical Data; 2. Those drawings of existing physical conditions at or adjacent to the Site, including those drawings depicting existing surface or subsurface structures at or adjacent to the Site (except Underground Facilities), that contain Technical Data; and 3. Technical Data contained in such reports and drawings. B. Underground Facilities: Underground Facilities are shown or indicated on the Drawings, pursuant to Paragraph 5.05, and not in the drawings referred to in Paragraph 5.03.A. Information and data regarding the presence or location of Underground Facilities are not intended to be categorized, identified, or defined as Technical Data. C. Reliance by Contractor on Technical Data: Contractor may rely upon the accuracy of the Technical Data expressly identified in the Supplementary Conditions with respect to such reports and drawings, but such reports and drawings are not Contract Documents. If no such express identification has been made, then Contractor may rely upon the accuracy of the Technical Data as defined in Paragraph 1.01.A.46.b. Port OrchardMcCormick Woods Splash Pad Water Treatment Facility 00700-22 Standard General Conditions D. Limitations of Other Data and Documents: Except for such reliance on Technical Data, Contractor may not rely upon or make any claim against Owner or Engineer, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors, with respect to: 1. the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor, and safety precautions and programs incident thereto; 2. other data, interpretations, opinions, and information contained in such reports or shown or indicated in such drawings; 3. the contents of other Site -related documents made available to Contractor, such as record drawings from other projects at or adjacent to the Site, or Owner's archival documents concerning the Site; or 4. any Contractor interpretation of or conclusion drawn from any Technical Data or any such other data, interpretations, opinions, or information. 5.04 Differing Subsurface or Physical Conditions A. Notice by Contractor: If Contractor believes that any subsurface or physical condition that is uncovered or revealed at the Site: 1. is of such a nature as to establish that any Technical Data on which Contractor is entitled to rely as provided in Paragraph 5.03 is materially inaccurate; 2. is of such a nature as to require a change in the Drawings or Specifications; 3. differs materially from that shown or indicated in the Contract Documents; or 4. is of an unusual nature, and differs materially from conditions ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract Documents; then Contractor shall, promptly after becoming aware thereof and before further disturbing the subsurface or physical conditions or performing any Work in connection therewith (except in an emergency as required by Paragraph 7.15), notify Owner and Engineer in writing about such condition. Contractor shall not further disturb such condition or perform any Work in connection therewith (except with respect to an emergency) until receipt of a written statement permitting Contractor to do so. B. Engineer's Review: After receipt of written notice as required by the preceding paragraph, Engineer will promptly review the subsurface or physical condition in question; determine whether it is necessary for Owner to obtain additional exploration or tests with respect to the condition; conclude whether the condition falls within any one or more of the differing site condition categories in Paragraph 5.04.A; obtain any pertinent cost or schedule information from Contractor; prepare recommendations to Owner regarding the Contractor's resumption of Work in connection with the subsurface or physical condition in question and the need for any change in the Drawings or Specifications; and Port OrchardMcCormick Woods Splash Pad Water Treatment Facility 00700-23 Standard General Conditions advise Owner in writing of Engineer's Work; subject, however, to the findings, conclusions, and following: recommendations. a. Such condition must fall within C. Owner's Statement to Contractor any one or more of the Regarding Site Condition: After receipt categories described in of Engineer's written findings, Paragraph 5.04.A; conclusions, and recommendations, Owner shall issue a written statement to b. With respect to Work that is Contractor (with a copy to Engineer) paid for on a unit price basis, any regarding the subsurface or physical adjustment in Contract Price will condition in question, addressing the be subject to the provisions of resumption of Work in connection with Paragraph 13.03; and, such condition, indicating whether any change in the Drawings or Specifications c. Contractor's entitlement to an will be made, and adopting or rejecting adjustment of the Contract Engineer's written findings, conclusions, Times is subject to the and recommendations, in whole or in provisions of Paragraphs 4.05.D part. and 4.05.E. D. Early Resumption of Work: If at any time 2. Contractor shall not be entitled to Engineer determines that Work in any adjustment in the Contract Price connection with the subsurface or or Contract Times with respect to a physical condition in question may subsurface or physical condition if: resume prior to completion of Engineer's review or Owner's issuance a. Contractor knew of the of its statement to Contractor, because existence of such condition at the condition in question has been the time Contractor made a adequately documented, and analyzed commitment to Owner with on a preliminary basis, then the Engineer respect to Contract Price and may at its discretion instruct Contractor Contract Times by the to resume such Work. submission of a Bid or becoming bound under a negotiated E. Possible Price and Times Adjustments contract, or otherwise; 1. Contractor shall be entitled to an b. The existence of such condition equitable adjustment in Contract reasonably could have been Price or Contract Times, to the discovered or revealed as a extent that the existence of a result of any examination, differing subsurface or physical investigation, exploration, test, condition, or any related delay, or study of the Site and disruption, or interference, causes contiguous areas expressly an increase or decrease in required by the Bidding Contractor's cost of, or time Requirements or Contract required for, performance of the Documents to be conducted by or for Contractor prior to Contractor's making such commitment; or Port OrchardMcCormick Woods Splash Pad Water Treatment Facility 00700-24 Standard General Conditions c. Contractor failed to give the 2. complying with applicable state and written notice required by local utility damage prevention Laws Paragraph 5.04.A. and Regulations; 3. If Owner and Contractor agree 3. verifying the actual location of those regarding Contractor's entitlement Underground Facilities shown or to and the amount or extent of any indicated in the Contract Documents adjustment in the Contract Price or as being within the area affected by Contract Times, then any such the Work, by exposing such adjustment will be set forth in a Underground Facilities during the Change Order. course of construction; 4. Contractor may submit a Change 4. coordination of the Work with the Proposal regarding its entitlement owners (including Owner) of such to or the amount or extent of any Underground Facilities, during adjustment in the Contract Price or construction; and Contract Times, no later than 30 days after Owner's issuance of the 5. the safety and protection of all Owner's written statement to existing Underground Facilities at Contractor regarding the subsurface the Site, and repairing any damage or physical condition in question. thereto resulting from the Work. F. Underground Facilities, Hazardous B. Notice by Contractor: If Contractor Environmental Conditions: believes that an Underground Facility Paragraph 5.05 governs rights and that is uncovered or revealed at the Site responsibilities regarding the presence was not shown or indicated on the or location of Underground Facilities. Drawings, or was not shown or indicated Paragraph 5.06 governs rights and on the Drawings with reasonable responsibilities regarding Hazardous accuracy, then Contractor shall, Environmental Conditions. The promptly after becoming aware thereof provisions of Paragraphs 5.03 and 5.04 and before further disturbing conditions are not applicable to the presence or affected thereby or performing any location of Underground Facilities, or to Work in connection therewith (except in Hazardous Environmental Conditions. an emergency as required by Paragraph 7.15), notify Owner and 5.05 Underground Facilities Engineer in writing regarding such Underground Facility. A. Contractor's Responsibilities: Unless it is otherwise expressly provided in the C. Engineer's Review: Engineer will: Supplementary Conditions, the cost of all of the following are included in the 1. promptly review the Underground Contract Price, and Contractor shall have Facility and conclude whether such full responsibility for: Underground Facility was not shown or indicated on the Drawings, or was 1. reviewing and checking all not shown or indicated with information and data regarding reasonable accuracy; existing Underground Facilities at the Site; 2. identify and communicate with the owner of the Underground Facility; Port OrchardMcCormick Woods Splash Pad Water Treatment Facility 00700-25 Standard General Conditions prepare recommendations to question and conditions affected by its Owner (and if necessary issue any presence have been adequately preliminary instructions to documented, and analyzed on a Contractor) regarding the preliminary basis, then the Engineer may Contractor's resumption of Work in at its discretion instruct Contractor to connection with the Underground resume such Work. Facility in question; F. Possible Price and Times Adjustments 3. obtain any pertinent cost or schedule information from 1. Contractor shall be entitled to an Contractor; determine the extent, if equitable adjustment in the any, to which a change is required in Contract Price or Contract Times, to the Drawings or Specifications to the extent that any existing reflect and document the Underground Facility at the Site that consequences of the existence or was not shown or indicated on the location of the Underground Facility; Drawings, or was not shown or and indicated with reasonable accuracy, or any related delay, disruption, or 4. advise Owner in writing of interference, causes an increase or Engineer's findings, conclusions, and decrease in Contractor's cost of, or recommendations. time required for, performance of the Work; subject, however, to the During such time, Contractor shall be following: responsible for the safety and protection of such Underground Facility. a. With respect to Work that is paid for on a unit price basis, any D. Owner's Statement to Contractor adjustment in Contract Price will Regarding Underground Facility: After be subject to the provisions of receipt of Engineer's written findings, Paragraph 13.03; conclusions, and recommendations, Owner shall issue a written statement to b. Contractor's entitlement to an Contractor (with a copy to Engineer) adjustment of the Contract regarding the Underground Facility in Times is subject to the question addressing the resumption of provisions of Paragraphs 4.05.D Work in connection with such and 4.05.E; and Underground Facility, indicating whether any change in the Drawings or c. Contractor gave the notice Specifications will be made, and required in Paragraph 5.05.13. adopting or rejecting Engineer's written findings, conclusions, and 2. If Owner and Contractor agree recommendations in whole or in part. regarding Contractor's entitlement to and the amount or extent of any E. Early Resumption of Work: If at any time adjustment in the Contract Price or Engineer determines that Work in Contract Times, then any such connection with the Underground adjustment will be set forth in a Facility may resume prior to completion Change Order. of Engineer's review or Owner's issuance of its statement to Contractor, 3. Contractor may submit a Change because the Underground Facility in Proposal regarding its entitlement Port OrchardMcCormick Woods Splash Pad Water Treatment Facility 00700-26 Standard General Conditions to or the amount or extent of any adjustment in the Contract Price or Contract Times, no later than 30 days after Owner's issuance of the Owner's written statement to Contractor regarding the Underground Facility in question. 4. The information and data shown or indicated on the Drawings with respect to existing Underground Facilities at the Site is based on information and data (a) furnished by the owners of such Underground Facilities, or by others, (b) obtained from available records, or (c) gathered in an investigation conducted in accordance with the current edition of ASCE 38, Standard Guideline for the Collection and Depiction of Existing Subsurface Utility Data, by the American Society of Civil Engineers. If such information or data is incorrect or incomplete, Contractor's remedies are limited to those set forth in this Paragraph 5.05.F. 5.06 Hazardous Environmental Conditions at Site A. Reports and Drawings: The Supplementary Conditions identify: 1. those reports known to Owner relating to Hazardous Environmental Conditions that have been identified at or adjacent to the Site; 2. drawings known to Owner relating to Hazardous Environmental Conditions that have been identified at or adjacent to the Site; and 3. Technical Data contained in such reports and drawings. B. Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the accuracy of the Technical Data expressly identified in the Supplementary Conditions with respect to such reports and drawings, but such reports and drawings are not Contract Documents. If no such express identification has been made, then Contractor may rely on the accuracy of the Technical Data as defined in Paragraph 1.01.A.46.b. Except for such reliance on Technical Data, Contractor may not rely upon or make any claim against Owner or Engineer, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors, with respect to: 1. the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences and procedures of construction to be employed by Contractor, and safety precautions and programs incident thereto; 2. other data, interpretations, opinions, and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any Technical Data or any such other data, interpretations, opinions or information. C. Contractor shall not be responsible for removing or remediating any Hazardous Environmental Condition encountered, uncovered, or revealed at the Site unless such removal or remediation is expressly identified in the Contract Documents to be within the scope of the Work. D. Contractor shall be responsible for controlling, containing, and duly Port OrchardMcCormick Woods Splash Pad Water Treatment Facility 00700-27 Standard General Conditions removing all Constituents of Concern brought to the Site by Contractor, Subcontractors, Suppliers, or anyone else for whom Contractor is responsible, and for any associated costs; and for the costs of removing and remediating any Hazardous Environmental Condition created by the presence of any such Constituents of Concern. E. If Contractor encounters, uncovers, or reveals a Hazardous Environmental Condition whose removal or remediation is not expressly identified in the Contract Documents as being within the scope of the Work, or if Contractor or anyone for whom Contractor is responsible creates a Hazardous Environmental Condition, then Contractor shall immediately: (1) secure or otherwise isolate such condition; (2) stop all Work in connection with such condition and in any area affected thereby (except in an emergency as required by Paragraph 7.15); and (3) notify Owner and Engineer (and promptly thereafter confirm such notice in writing). Owner shall promptly consult with Engineer concerning the necessity for Owner to retain a qualified expert to evaluate such condition or take corrective action, if any. Promptly after consulting with Engineer, Owner shall take such actions as are necessary to permit Owner to timely obtain required permits and provide Contractor the written notice required by Paragraph 5.06.F. If Contractor or anyone for whom Contractor is responsible created the Hazardous Environmental Condition in question, then Owner may remove and remediate the Hazardous Environmental Condition, and impose a set-off against payments to account for the associated costs. F. Contractor shall not resume Work in connection with such Hazardous Environmental Condition or in any affected area until after Owner has obtained any required permits related thereto, and delivered written notice to Contractor either (1) specifying that such condition and any affected area is or has been rendered safe for the resumption of Work, or (2) specifying any special conditions under which such Work may be resumed safely. G. If Owner and Contractor cannot agree as to entitlement to or on the amount or extent, if any, of any adjustment in Contract Price or Contract Times, as a result of such Work stoppage, such special conditions under which Work is agreed to be resumed by Contractor, or any costs or expenses incurred in response to the Hazardous Environmental Condition, then within 30 days of Owner's written notice regarding the resumption of Work, Contractor may submit a Change Proposal, or Owner may impose a set-off. Entitlement to any such adjustment is subject to the provisions of Paragraphs 4.05.D, 4.05.E, 11.07, and 11.08. H. If, after receipt of such written notice, Contractor does not agree to resume such Work based on a reasonable belief it is unsafe, or does not agree to resume such Work under such special conditions, then Owner may order the portion of the Work that is in the area affected by such condition to be deleted from the Work, following the contractual change procedures in Article 11. Owner may have such deleted portion of the Work performed by Owner's own forces or others in accordance with Article 8. To the fullest extent permitted by Laws and Regulations, Owner shall indemnify and hold harmless Contractor, Subcontractors, and Engineer, and the officers, directors, members, partners, employees, agents, consultants, and Port OrchardMcCormick Woods Splash Pad Water Treatment Facility 00700-28 Standard General Conditions subcontractors of each and any of them, and against the consequences of that from and against all claims, costs, losses, individual's or entity's own negligence. and damages (including but not limited to all fees and charges of engineers, K. The provisions of Paragraphs 5.03, 5.04, architects, attorneys, and other and 5.05 do not apply to the presence of professionals, and all court, arbitration, Constituents of Concern or to a or other dispute resolution costs) arising Hazardous Environmental Condition out of or relating to a Hazardous uncovered or revealed at the Site. Environmental Condition, provided that such Hazardous Environmental ARTICLE 6-130NDS AND INSURANCE Condition (1) was not shown or indicated in the Drawings, Specifications, or other Contract 6.01 Performance, Payment, and Other Bonds Documents, identified as Technical Data A. Contractor shall furnish a performance entitled to limited reliance pursuant to bond and a payment bond, each in an Paragraph 5.06.6, or identified in the amount at least equal to the Contract Contract Documents to be included Price, as security for the faithful within the scope of the Work, and (2) performance and payment of was not created by Contractor or by Contractor's obligations under the anyone for whom Contractor is Contract. These bonds must remain in responsible. Nothing in this effect until one year after the date when Paragraph 5.06.1 obligates Owner to final payment becomes due or until indemnify any individual or entity from completion of the correction period and against the consequences of that specified in Paragraph 15.08, whichever individual's or entity's own negligence. is later, except as provided otherwise by To the fullest extent permitted by Laws Laws or Regulations, the terms of a and Regulations, Contractor shall prescribed bond form, the indemnify and hold harmless Owner and Supplementary Conditions, or other Engineer, and the officers, directors, provisions of the Contract. members, partners, employees, agents, B. Contractor shall also furnish such other consultants, and subcontractors of each bonds (if any) as are required by the and any of them, from and against all Supplementary Conditions or other claims, costs, losses, and damages provisions of the Contract. (including but not limited to all fees and charges of engineers, architects, C. All bonds must be in the form included attorneys, and other professionals and in the Bidding Documents or otherwise all court or arbitration or other dispute specified by Owner prior to execution of resolution costs) arising out of or the Contract, except as provided relating to the failure to control, contain, otherwise by Laws or Regulations, and or remove a Constituent of Concern must be issued and signed by a surety brought to the Site by Contractor or by named in "Companies Holding anyone for whom Contractor is Certificates of Authority as Acceptable responsible, or to a Hazardous Sureties on Federal Bonds and as Environmental Condition created by Acceptable Reinsuring Companies" as Contractor or by anyone for whom published in Department Circular 570 (as Contractor is responsible. Nothing in this amended and supplemented) by the Paragraph 5.06.J obligates Contractor to Bureau of the Fiscal Service, U.S. indemnify any individual or entity from Port OrchardMcCormick Woods Splash Pad Water Treatment Facility 00700-29 Standard General Conditions Department of the Treasury. A bond signed by an agent or attorney -in -fact must be accompanied by a certified copy of that individual's authority to bind the surety. The evidence of authority must show that it is effective on the date the agent or attorney -in -fact signed the accompanying bond. D. Contractor shall obtain the required bonds from surety companies that are duly licensed or authorized, in the state or jurisdiction in which the Project is located, to issue bonds in the required amounts. E. If the surety on a bond furnished by Contractor is declared bankrupt or becomes insolvent, or the surety ceases to meet the requirements above, then Contractor shall promptly notify Owner and Engineer in writing and shall, within 20 days after the event giving rise to such notification, provide another bond and surety, both of which must comply with the bond and surety requirements above. F. If Contractor has failed to obtain a required bond, Owner may exclude the Contractor from the Site and exercise Owner's termination rights under Article 16. G. Upon request to Owner from any Subcontractor, Supplier, or other person or entity claiming to have furnished labor, services, materials, or equipment used in the performance of the Work, Owner shall provide a copy of the payment bond to such person or entity. H. Upon request to Contractor from any Subcontractor, Supplier, or other person or entity claiming to have furnished labor, services, materials, or equipment used in the performance of the Work, Contractor shall provide a copy of the payment bond to such person or entity. 6.02 Insurance —General Provisions A. Owner and Contractor shall obtain and maintain insurance as required in this article and in the Supplementary Conditions. B. All insurance required by the Contract to be purchased and maintained by Owner or Contractor shall be obtained from insurance companies that are duly licensed or authorized in the state or jurisdiction in which the Project is located to issue insurance policies for the required limits and coverages. Unless a different standard is indicated in the Supplementary Conditions, all companies that provide insurance policies required under this Contract shall have an A.M. Best rating of A-VII or better. C. Alternative forms of insurance coverage, including but not limited to self- insurance and "Occupational Accident and Excess Employer's Indemnity Policies," are not sufficient to meet the insurance requirements of this Contract, unless expressly allowed in the Supplementary Conditions. D. Contractor shall deliver to Owner, with copies to each additional insured identified in the Contract, certificates of insurance and endorsements establishing that Contractor has obtained and is maintaining the policies and coverages required by the Contract. Upon request by Owner or any other insured, Contractor shall also furnish other evidence of such required insurance, including but not limited to copies of policies, documentation of applicable self -insured retentions (if allowed) and deductibles, full disclosure of all relevant exclusions, and evidence of insurance required to be purchased and maintained by Subcontractors or Suppliers. In any documentation Port OrchardMcCormick Woods Splash Pad Water Treatment Facility 00700-30 Standard General Conditions furnished under this provision, Contractor, Subcontractors, and Suppliers may block out (redact) (1) any confidential premium or pricing information and (2) any wording specific to a project or jurisdiction other than those applicable to this Contract. be provided by Contractor, and Contractor cannot rely upon Owner's liability policies for any of Contractor's obligations to the Owner, Engineer, or third parties. H. Contractor shall require: E. Owner shall deliver to Contractor, with 1. Subcontractors to purchase and copies to each additional insured maintain worker's compensation, identified in the Contract, certificates of commercial general liability, and insurance and endorsements other insurance that is appropriate establishing that Owner has obtained for their participation in the Project, and is maintaining the policies and and to name as additional insureds coverages required of Owner by the Owner and Engineer (and any other Contract (if any). Upon request by individuals or entities identified in Contractor or any other insured, Owner the Supplementary Conditions as shall also provide other evidence of such additional insureds on Contractor's required insurance (if any), including but liability policies) on each not limited to copies of policies, Subcontractor's commercial general documentation of applicable self- liability insurance policy; and insured retentions (if allowed) and deductibles, and full disclosure of all 2. Suppliers to purchase and maintain relevant exclusions. In any insurance that is appropriate for documentation furnished under this their participation in the Project. provision, Owner may block out (redact) (1) any confidential premium or pricing I. If either party does not purchase or information and (2) any wording specific maintain the insurance required of such to a project or jurisdiction other than party by the Contract, such party shall those relevant to this Contract. notify the other party in writing of such failure to purchase prior to the start of F. Failure of Owner or Contractor to the Work, or of such failure to maintain demand such certificates or other prior to any change in the required evidence of the other party's full coverage. compliance with these insurance requirements, or failure of Owner or J. If Contractor has failed to obtain and Contractor to identify a deficiency in maintain required insurance, compliance from the evidence provided, Contractor's entitlement to enter or will not be construed as a waiver of the remain at the Site will end immediately, other party's obligation to obtain and and Owner may impose an appropriate maintain such insurance. set-off against payment for any associated costs (including but not G. In addition to the liability insurance limited to the cost of purchasing required to be provided by Contractor, necessary insurance coverage), and the Owner, at Owner's option, may exercise Owner's termination rights purchase and maintain Owner's own under Article 16. liability insurance. Owner's liability policies, if any, operate separately and K. Without prejudice to any other right or independently from policies required to remedy, if a party has failed to obtain Port OrchardMcCormick Woods Splash Pad Water Treatment Facility 00700-31 Standard General Conditions required insurance, the other party may elect (but is in no way obligated) to obtain equivalent insurance to protect such other party's interests at the expense of the party who was required to provide such coverage, and the Contract Price will be adjusted accordingly. to the specific requirements of the Supplementary Conditions. B. General Provisions: The policies of insurance required by this Paragraph 6.03 as supplemented must: 1. include at least the specific coverages required; L. Owner does not represent that insurance coverage and limits 2. be written for not less than the limits established in this Contract necessarily provided, or those required by Laws will be adequate to protect Contractor or Regulations, whichever is greater; or Contractor's interests. Contractor is responsible for determining whether 3. remain in effect at least until the such coverage and limits are adequate Work is complete (as set forth in to protect its interests, and for obtaining Paragraph 15.06.D), and longer if and maintaining any additional expressly required elsewhere in this insurance that Contractor deems Contract, and at all times thereafter when Contractor may be correcting, necessary. removing, or replacing defective M. The insurance and insurance limits Work as a warranty or correction required herein will not be deemed as a obligation, or otherwise, or limitation on Contractor's liability, or returning to the Site to conduct that of its Subcontractors or Suppliers, other tasks arising from the under the indemnities granted to Owner Contract; and other individuals and entities in the Contract or otherwise. 4. apply with respect to the performance of the Work, whether N. All the policies of insurance required to such performance is by Contractor, be purchased and maintained under this any Subcontractor or Supplier, or by Contract will contain a provision or anyone directly or indirectly endorsement that the coverage employed by any of them to perform afforded will not be canceled, or renewal any of the Work, or by anyone for refused, until at least 10 days prior whose acts any of them may be written notice has been given to the liable; and purchasing policyholder. Within three days of receipt of any such written 5. include all necessary endorsements notice, the purchasing policyholder shall to support the stated requirements. provide a copy of the notice to each other insured and Engineer. C. Additional Insureds: The Contractor's commercial general liability, automobile 6.03 Contractor's Insurance liability, employer's liability, umbrella or excess, pollution liability, and unmanned A. Required Insurance: Contractor shall aerial vehicle liability policies, if required purchase and maintain Worker's by this Contract, must: Compensation, Commercial General Liability, and other insurance pursuant 1. include and list as additional insureds Owner and Engineer, and Port OrchardMcCormick Woods Splash Pad Water Treatment Facility 00700-32 Standard General Conditions any individuals or entities identified as additional insureds in the Supplementary Conditions; 2. include coverage for the respective officers, directors, members, partners, employees, and consultants of all such additional insureds; 3. afford primary coverage to these additional insureds for all claims covered thereby (including as applicable those arising from both ongoing and completed operations); 4. not seek contribution from insurance maintained by the additional insured; and 5. as to commercial general liability insurance, apply to additional insureds with respect to liability caused in whole or in part by Contractor's acts or omissions, or the acts and omissions of those working on Contractor's behalf, in the performance of Contractor's operations. 6.04 Builder's Risk and Other Property Insurance A. Builder's Risk: Unless otherwise provided in the Supplementary Conditions, Contractor shall purchase and maintain builder's risk insurance upon the Work on a completed value basis, in the amount of the Work's full insurable replacement cost (subject to such deductible amounts as may be provided in the Supplementary Conditions or required by Laws and Regulations). The specific requirements applicable to the builder's risk insurance are set forth in the Supplementary Conditions. B. Property Insurance for Facilities of Owner Where Work Will Occur: Owner is responsible for obtaining and maintaining property insurance covering each existing structure, building, or facility in which any part of the Work will occur, or to which any part of the Work will attach or be adjoined. Such property insurance will be written on a special perils (all-risk) form, on a replacement cost basis, providing coverage consistent with that required for the builder's risk insurance, and will be maintained until the Work is complete, as set forth in Paragraph 15.06.D. C. Property Insurance for Substantially Complete Facilities: Promptly after Substantial Completion, and before actual occupancy or use of the substantially completed Work, Owner will obtain property insurance for such substantially completed Work, and maintain such property insurance at least until the Work is complete, as set forth in Paragraph 15.06.D. Such property insurance will be written on a special perils (all-risk) form, on a replacement cost basis, and provide coverage consistent with that required for the builder's risk insurance. The builder's risk insurance may terminate upon written confirmation of Owner's procurement of such property insurance. D. Partial Occupancy or Use by Owner: If Owner will occupy or use a portion or portions of the Work prior to Substantial Completion of all the Work, as provided in Paragraph 15.04, then Owner (directly, if it is the purchaser of the builder's risk policy, or through Contractor) will provide advance notice of such occupancy or use to the builder's risk insurer, and obtain an endorsement consenting to the continuation of coverage prior to commencing such partial occupancy or use. Port OrchardMcCormick Woods Splash Pad Water Treatment Facility 00700-33 Standard General Conditions E. Insurance of Other Property, Additional agents, consultants, and Insurance: If the express insurance subcontractors of each and any of provisions of the Contract do not require them, under such policies for losses or address the insurance of a property and damages so caused. item or interest, then the entity or individual owning such property item 2. None of the above waivers extends will be responsible for insuring it. If to the rights that any party making Contractor elects to obtain other special such waiver may have to the insurance to be included in or proceeds of insurance held by supplement the builder's risk or Owner or Contractor as trustee or property insurance policies provided fiduciary, or otherwise payable under this Paragraph 6.04, it may do so under any policy so issued. at Contractor's expense. B. Any property insurance policy 6.05 Property Losses; Subrogation maintained by Owner covering any loss, damage, or consequential loss to A. The builder's risk insurance policy Owner's existing structures, buildings, or purchased and maintained in facilities in which any part of the Work accordance with Paragraph 6.04 (or an will occur, or to which any part of the installation floater policy if authorized Work will attach or adjoin; to adjacent by the Supplementary Conditions), will structures, buildings, or facilities of contain provisions to the effect that in Owner; or to part or all of the completed the event of payment of any loss or or substantially completed Work, during damage the insurer will have no rights of partial occupancy or use pursuant to recovery against any insureds Paragraph 15.04, after Substantial thereunder, or against Engineer or its Completion pursuant to consultants, or their officers, directors, Paragraph 15.03, or after final payment members, partners, employees, agents, pursuant to Paragraph 15.06, will consultants, or subcontractors. contain provisions to the effect that in the event of payment of any loss or 1. Owner and Contractor waive all damage the insurer will have no rights of rights against each other and the recovery against any insureds respective officers, directors, thereunder, or against Contractor, members, partners, employees, Subcontractors, or Engineer, or the agents, consultants, and officers, directors, members, partners, subcontractors of each and any of employees, agents, consultants, or them, for all losses and damages subcontractors of each and any of them, caused by, arising out of, or resulting and that the insured is allowed to waive from any of the perils, risks, or the insurer's rights of subrogation in a causes of loss covered by such written contract executed prior to the policies and any other property loss, damage, or consequential loss. insurance applicable to the Work; and, in addition, waive all such rights 1. Owner waives all rights against against Engineer, its consultants, all Contractor, Subcontractors, and individuals or entities identified in Engineer, and the officers, directors, the Supplementary Conditions as members, partners, employees, builder's risk or installation floater agents, consultants and insureds, and the officers, directors, subcontractors of each and any of members, partners, employees, them, for all losses and damages Port OrchardMcCormick Woods Splash Pad Water Treatment Facility 00700-34 Standard General Conditions caused by, arising out of, or resulting from fire or any of the perils, risks, or causes of loss covered by such policies. C. The waivers in this Paragraph 6.05 include the waiver of rights due to business interruption, loss of use, or other consequential loss extending beyond direct physical loss or damage to Owner's property or the Work caused by, arising out of, or resulting from fire or other insured peril, risk, or cause of loss. D. Contractor shall be responsible for assuring that each Subcontract contains provisions whereby the Subcontractor waives all rights against Owner, Contractor, all individuals or entities identified in the Supplementary Conditions as insureds, the Engineer and its consultants, and the officers, directors, members, partners, employees, agents, consultants, and subcontractors of each and any of them, for all losses and damages caused by, arising out of, relating to, or resulting from fire or other peril, risk, or cause of loss covered by builder's risk insurance, installation floater, and any other property insurance applicable to the Work. 6.06 Receipt and Application of Property Insurance Proceeds A. Any insured loss under the builder's risk and other policies of property insurance required by Paragraph 6.04 will be adjusted and settled with the named insured that purchased the policy. Such named insured shall act as fiduciary for the other insureds, and give notice to such other insureds that adjustment and settlement of a claim is in progress. Any other insured may state its position regarding a claim for insured loss in writing within 15 days after notice of such claim. B. Proceeds for such insured losses may be made payable by the insurer either jointly to multiple insureds, or to the named insured that purchased the policy in its own right and as fiduciary for other insureds, subject to the requirements of any applicable mortgage clause. A named insured receiving insurance proceeds under the builder's risk and other policies of insurance required by Paragraph 6.04 shall maintain such proceeds in a segregated account, and distribute such proceeds in accordance with such agreement as the parties in interest may reach, or as otherwise required under the dispute resolution provisions of this Contract or applicable Laws and Regulations. C. If no other special agreement is reached, Contractor shall repair or replace the damaged Work, using allocated insurance proceeds. ARTICLE 7—CONTRACTOR'S RESPONSIBILITIES 7.01 Contractor's Means and Methods of Construction A. Contractor shall be solely responsible for the means, methods, techniques, sequences, and procedures of construction. B. If the Contract Documents note, or Contractor determines, that professional engineering or other design services are needed to carry out Contractor's responsibilities for construction means, methods, techniques, sequences, and procedures, or for Site safety, then Contractor shall cause such services to be provided by a properly licensed design professional, at Port OrchardMcCormick Woods Splash Pad Water Treatment Facility 00700-35 Standard General Conditions Contractor's expense. Such services are C. Except as otherwise required for the not Owner -delegated professional safety or protection of persons or the design services under this Contract, and Work or property at the Site or adjacent neither Owner nor Engineer has any thereto, and except as otherwise stated responsibility with respect to (1) in the Contract Documents, all Work at Contractor's determination of the need the Site will be performed during regular for such services, (2) the qualifications or working hours, Monday through Friday. licensing of the design professionals Contractor will not perform Work on a retained or employed by Contractor, (3) Saturday, Sunday, or any legal holiday. the performance of such services, or (4) Contractor may perform Work outside any errors, omissions, or defects in such regular working hours or on Saturdays, services. Sundays, or legal holidays only with Owner's written consent, which will not 7.02 Supervision and Superintendence be unreasonably withheld. A. Contractor shall supervise, inspect, and 7.04 Services, Materials, and Equipment direct the Work competently and efficiently, devoting such attention A. Unless otherwise specified in the thereto and applying such skills and Contract Documents, Contractor shall expertise as may be necessary to provide and assume full responsibility perform the Work in accordance with for all services, materials, equipment, the Contract Documents. labor, transportation, construction equipment and machinery, tools, B. At all times during the progress of the appliances, fuel, power, light, heat, Work, Contractor shall assign a telephone, water, sanitary facilities, competent resident superintendent temporary facilities, and all other who will not be replaced without written facilities and incidentals necessary for notice to Owner and Engineer except the performance, testing, start up, and under extraordinary circumstances. completion of the Work, whether or not such items are specifically called for in 7.03 Labor; Working Hours the Contract Documents. A. Contractor shall provide competent, B. All materials and equipment suitably qualified personnel to survey incorporated into the Work must be new and lay out the Work and perform and of good quality, except as otherwise construction as required by the Contract provided in the Contract Documents. All Documents. Contractor shall maintain special warranties and guarantees good discipline and order at the Site. required by the Specifications will expressly run to the benefit of Owner. If B. Contractor shall be fully responsible to required by Engineer, Contractor shall Owner and Engineer for all acts and furnish satisfactory evidence (including omissions of Contractor's employees; of reports of required tests) as to the Suppliers and Subcontractors, and their source, kind, and quality of materials employees; and of any other individuals and equipment. or entities performing or furnishing any of the Work, just as Contractor is C. All materials and equipment must be responsible for Contractor's own acts stored, applied, installed, connected, and omissions. erected, protected, used, cleaned, and conditioned in accordance with Port OrchardMcCormick Woods Splash Pad Water Treatment Facility 00700-36 Standard General Conditions instructions of the applicable Supplier, strength, and design except as otherwise may be provided in characteristics; the Contract Documents. 2) will reliably perform at least 7.05 "Or Equals" equally well the function and achieve the results A. Contractor's Request; Governing imposed by the design Criteria: Whenever an item of concept of the completed equipment or material is specified or Project as a functioning described in the Contract Documents by whole; using the names of one or more proprietary items or specific Suppliers, 3) has a proven record of the Contract Price has been based upon performance and Contractor furnishing such item as availability of responsive specified. The specification or service; and description of such an item is intended to establish the type, function, 4) is not objectionable to appearance, and quality required. Owner. Unless the specification or description contains or is followed by words reading b. Contractor certifies that, if the that no like, equivalent, or "or equal" proposed item is approved and item is permitted, Contractor may incorporated into the Work: request that Engineer authorize the use of other items of equipment or material, 1) there will be no increase in or items from other proposed Suppliers, cost to the Owner or under the circumstances described increase in Contract Times; below. and 1. If Engineer in its sole discretion 2) the item will conform determines that an item of substantially to the detailed equipment or material proposed by requirements of the item Contractor is functionally equal to named in the Contract that named and sufficiently similar Documents. so that no change in related Work will be required, Engineer will deem B. Contractor's Expense: Contractor shall it an "or equal" item. For the provide all data in support of any purposes of this paragraph, a proposed "or equal" item at proposed item of equipment or Contractor s expense. material will be considered C. Engineer's Evaluation and functionally equal to an item so Determination: Engineer will be allowed named if: a reasonable time to evaluate each "or - a. in the exercise of reasonable equal" request. Engineer may require judgment Engineer determines Contractor to furnish additional data that the proposed item: about the proposed "or -equal" item. Engineer will be the sole judge of 1) is at least equal in materials acceptability. No "or -equal" item will be of construction, quality, ordered, furnished, installed, or utilized durability, appearance, until Engineer's review is complete and Port OrchardMcCormick Woods Splash Pad Water Treatment Facility 00700-37 Standard General Conditions Engineer determines that the proposed not accept requests for review of item is an "or -equal," which will be proposed substitute items of evidenced by an approved Shop Drawing equipment or material from anyone or other written communication. other than Contractor. Engineer will advise Contractor in writing of any negative determination. 2. The requirements for review by Engineer will be as set forth in D. Effect of Engineer's Determination: Paragraph 7.06.13, as supplemented Neither approval nor denial of an "or- by the Specifications, and as equal" request will result in any change Engineer may decide is appropriate in Contract Price. The Engineer's denial under the circumstances. of an "or -equal" request will be final and binding, and may not be reversed 3. Contractor shall make written through an appeal under any provision application to Engineer for review of of the Contract. a proposed substitute item of equipment or material that E. Treatment as a Substitution Request: If Contractor seeks to furnish or use. Engineer determines that an item of The application: equipment or material proposed by Contractor does not qualify as an "or- a. will certify that the proposed equal" item, Contractor may request substitute item will: that Engineer consider the item a proposed substitute pursuant to 1) perform adequately the Paragraph 7.06. functions and achieve the results called for by the 7.06 Substitutes general design; A. Contractor's Request; Governing 2) be similar in substance to Criteria: Unless the specification or the item specified; and description of an item of equipment or material required to be furnished under 3) be suited to the same use as the Contract Documents contains or is the item specified. followed by words reading that no substitution is permitted, Contractor b. will state: may request that Engineer authorize the use of other items of equipment or 1) the extent, if any, to which material under the circumstances the use of the proposed described below. To the extent possible substitute item will such requests must be made before necessitate a change in commencement of related construction Contract Times; at the Site. 2) whether use of the 1. Contractor shall submit sufficient proposed substitute item in information as provided below to the Work will require a allow Engineer to determine if the change in any of the item of material or equipment Contract Documents (or in proposed is functionally equivalent the provisions of any other to that named and an acceptable direct contract with Owner substitute therefor. Engineer will for other work on the Project) to adapt the design Port OrchardMcCormick Woods Splash Pad Water Treatment Facility 00700-38 Standard General Conditions to the proposed substitute item; and 3) whether incorporation or use of the proposed substitute item in connection with the Work is subject to payment of any license fee or royalty. c. will identify: 1) all variations of the proposed substitute item from the item specified; and 2) available engineering, sales, maintenance, repair, and replacement services. d. will contain an itemized estimate of all costs or credits that will result directly or indirectly from use of such substitute item, including but not limited to changes in Contract Price, shared savings, costs of redesign, and claims of other contractors affected by any resulting change. B. Engineer's Evaluation and Determination: Engineer will be allowed a reasonable time to evaluate each substitute request, and to obtain comments and direction from Owner. Engineer may require Contractor to furnish additional data about the proposed substitute item. Engineer will be the sole judge of acceptability. No substitute will be ordered, furnished, installed, or utilized until Engineer's review is complete and Engineer determines that the proposed item is an acceptable substitute. Engineer's determination will be evidenced by a Field Order or a proposed Change Order accounting for the substitution itself and all related impacts, including changes in Contract Price or Contract Times. Engineer will advise Contractor in writing of any negative determination. C. Special Guarantee: Owner may require Contractor to furnish at Contractor's expense a special performance guarantee or other surety with respect to any substitute. D. Reimbursement of Engineer's Cost: Engineer will record Engineer's costs in evaluating a substitute proposed or submitted by Contractor. Whether or not Engineer approves a substitute so proposed or submitted by Contractor, Contractor shall reimburse Owner for the reasonable charges of Engineer for evaluating each such proposed substitute. Contractor shall also reimburse Owner for the reasonable charges of Engineer for making changes in the Contract Documents (or in the provisions of any other direct contract with Owner) resulting from the acceptance of each proposed substitute. E. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute at Contractor's expense. F. Effect of Engineer's Determination: If Engineer approves the substitution request, Contractor shall execute the proposed Change Order and proceed with the substitution. The Engineer's denial of a substitution request will be final and binding, and may not be reversed through an appeal under any provision of the Contract. Contractor may challenge the scope of reimbursement costs imposed under Paragraph 7.06.1), by timely submittal of a Change Proposal. Port OrchardMcCormick Woods Splash Pad Water Treatment Facility 00700-39 Standard General Conditions 7.07 Concerning Subcontractors and Suppliers A. Contractor may retain Subcontractors and Suppliers for the performance of parts of the Work. Such Subcontractors and Suppliers must be acceptable to Owner. The Contractor's retention of a Subcontractor or Supplier for the performance of parts of the Work will not relieve Contractor's obligation to Owner to perform and complete the Work in accordance with the Contract Documents. B. Contractor shall retain specific Subcontractors and Suppliers for the performance of designated parts of the Work if required by the Contract to do so. C. Subsequent to the submittal of Contractor's Bid or final negotiation of the terms of the Contract, Owner may not require Contractor to retain any Subcontractor or Supplier to furnish or perform any of the Work against which Contractor has reasonable objection. D. Prior to entry into any binding subcontract or purchase order, Contractor shall submit to Owner the identity of the proposed Subcontractor or Supplier (unless Owner has already deemed such proposed Subcontractor or Supplier acceptable during the bidding process or otherwise). Such proposed Subcontractor or Supplier shall be deemed acceptable to Owner unless Owner raises a substantive, reasonable objection within 5 days. E. Owner may require the replacement of any Subcontractor or Supplier. Owner also may require Contractor to retain specific replacements; provided, however, that Owner may not require a replacement to which Contractor has a reasonable objection. If Contractor has submitted the identity of certain Subcontractors or Suppliers for acceptance by Owner, and Owner has accepted it (either in writing or by failing to make written objection thereto), then Owner may subsequently revoke the acceptance of any such Subcontractor or Supplier so identified solely on the basis of substantive, reasonable objection after due investigation. Contractor shall submit an acceptable replacement for the rejected Subcontractor or Supplier. F. If Owner requires the replacement of any Subcontractor or Supplier retained by Contractor to perform any part of the Work, then Contractor shall be entitled to an adjustment in Contract Price or Contract Times, with respect to the replacement; and Contractor shall initiate a Change Proposal for such adjustment within 30 days of Owner's requirement of replacement. G. No acceptance by Owner of any such Subcontractor or Supplier, whether initially or as a replacement, will constitute a waiver of the right of Owner to the completion of the Work in accordance with the Contract Documents. H. On a monthly basis, Contractor shall submit to Engineer a complete list of all Subcontractors and Suppliers having a direct contract with Contractor, and of all other Subcontractors and Suppliers known to Contractor at the time of submittal. I. Contractor shall be solely responsible for scheduling and coordinating the work of Subcontractors and Suppliers. J. The divisions and sections of the Specifications and the identifications of any Drawings do not control Contractor in dividing the Work among Subcontractors or Suppliers, or in Port OrchardMcCormick Woods Splash Pad Water Treatment Facility 00700-40 Standard General Conditions delineating the Work to be performed by any specific trade. K. All Work performed for Contractor by a Subcontractor or Supplier must be pursuant to an appropriate contractual agreement that specifically binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract for the benefit of Owner and Engineer. L. Owner may furnish to any Subcontractor or Supplier, to the extent practicable, information about amounts paid to Contractor for Work performed for Contractor by the Subcontractor or Supplier. M. Contractor shall restrict all Subcontractors and Suppliers from communicating with Engineer or Owner, except through Contractor or in case of an emergency, or as otherwise expressly allowed in this Contract. 7.08 Patent Fees and Royalties A. Contractor shall pay all license fees and royalties and assume all costs incident to the use in the performance of the Work or the incorporation in the Work of any invention, design, process, product, or device which is the subject of patent rights or copyrights held by others. If an invention, design, process, product, or device is specified in the Contract Documents for use in the performance of the Work and if, to the actual knowledge of Owner or Engineer, its use is subject to patent rights or copyrights calling for the payment of any license fee or royalty to others, the existence of such rights will be disclosed in the Contract Documents. B. To the fullest extent permitted by Laws and Regulations, Owner shall indemnify and hold harmless Contractor, and its officers, directors, members, partners, employees, agents, consultants, and subcontractors, from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals, and all court or arbitration or other dispute resolution costs) arising out of or relating to any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from the incorporation in the Work of any invention, design, process, product, or device specified in the Contract Documents, but not identified as being subject to payment of any license fee or royalty to others required by patent rights or copyrights. C. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless Owner and Engineer, and the officers, directors, members, partners, employees, agents, consultants and subcontractors of each and any of them, from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from the incorporation in the Work of any invention, design, process, product, or device not specified in the Contract Documents. 7.09 Permits A. Unless otherwise provided in the Contract Documents, Contractor shall obtain and pay for all construction permits, licenses, and certificates of occupancy. Owner shall assist Contractor, when necessary, in Port OrchardMcCormick Woods Splash Pad Water Treatment Facility 00700-41 Standard General Conditions obtaining such permits and licenses. Contractor shall pay all governmental charges and inspection fees necessary for the prosecution of the Work which are applicable at the time of the submission of Contractor's Bid (or when Contractor became bound under a negotiated contract). Owner shall pay all charges of utility owners for connections for providing permanent service to the Work. 7.10 Taxes A. Contractor shall pay all sales, consumer, use, and other similar taxes required to be paid by Contractor in accordance with the Laws and Regulations of the place of the Project which are applicable during the performance of the Work. 7.11 Laws and Regulations A. Contractor shall give all notices required by and shall comply with all Laws and Regulations applicable to the performance of the Work. Neither Owner nor Engineer shall be responsible for monitoring Contractor's compliance with any Laws or Regulations. B. If Contractor performs any Work or takes any other action knowing or having reason to know that it is contrary to Laws or Regulations, Contractor shall bear all resulting costs and losses, and shall indemnify and hold harmless Owner and Engineer, and the officers, directors, members, partners, employees, agents, consultants, and subcontractors of each and any of them, from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such Work or other action. It is not Contractor's responsibility to make certain that the Work described in the Contract Documents is in accordance with Laws and Regulations, but this does not relieve Contractor of its obligations under Paragraph 3.03. C. Owner or Contractor may give written notice to the other party of any changes after the submission of Contractor's Bid (or after the date when Contractor became bound under a negotiated contract) in Laws or Regulations having an effect on the cost or time of performance of the Work, including but not limited to changes in Laws or Regulations having an effect on procuring permits and on sales, use, value-added, consumption, and other similar taxes. If Owner and Contractor are unable to agree on entitlement to or on the amount or extent, if any, of any adjustment in Contract Price or Contract Times resulting from such changes, then within 30 days of such written notice Contractor may submit a Change Proposal, or Owner may initiate a Claim. 7.12 Record Documents A. Contractor shall maintain in a safe place at the Site one printed record copy of all Drawings, Specifications, Addenda, Change Orders, Work Change Directives, Field Orders, written interpretations and clarifications, and approved Shop Drawings. Contractor shall keep such record documents in good order and annotate them to show changes made during construction. These record documents, together with all approved Samples, will be available to Engineer for reference. Upon completion of the Work, Contractor shall deliver these record documents to Engineer. Port OrchardMcCormick Woods Splash Pad Water Treatment Facility 00700-42 Standard General Conditions 7.13 Safety and Protection any of them to perform any of the Work, or anyone for whose acts any of them A. Contractor shall be solely responsible for may be liable, shall be remedied by initiating, maintaining, and supervising Contractor at its expense (except all safety precautions and programs in damage or loss attributable to the fault connection with the Work. Such of Drawings or Specifications or to the responsibility does not relieve acts or omissions of Owner or Engineer Subcontractors of their responsibility for or anyone employed by any of them, or the safety of persons or property in the anyone for whose acts any of them may performance of their work, nor for be liable, and not attributable, directly compliance with applicable safety Laws or indirectly, in whole or in part, to the and Regulations. fault or negligence of Contractor or any Subcontractor, Supplier, or other B. Contractor shall designate a qualified individual or entity directly or indirectly and experienced safety representative employed by any of them). whose duties and responsibilities are the prevention of Work -related accidents E. Contractor shall comply with all and the maintenance and supervision of applicable Laws and Regulations relating safety precautions and programs. to the safety of persons or property, or to the protection of persons or property C. Contractor shall take all necessary from damage, injury, or loss; and shall precautions for the safety of, and shall erect and maintain all necessary provide the necessary protection to safeguards for such safety and prevent damage, injury, or loss to: protection. 1. all persons on the Site or who may F. Contractor shall notify Owner; the be affected by the Work; owners of adjacent property; the owners of Underground Facilities and 2. all the Work and materials and other utilities (if the identity of such equipment to be incorporated owners is known to Contractor); and therein, whether in storage on or off other contractors and utility owners the Site; and performing work at or adjacent to the Site, in writing, when Contractor knows 3. other property at the Site or that prosecution of the Work may affect adjacent thereto, including trees, them, and shall cooperate with them in shrubs, lawns, walks, pavements, the protection, removal, relocation, and roadways, structures, other work in replacement of their property or work in progress, utilities, and Underground Facilities not designated for progress. removal, relocation, or replacement G. Contractor shall comply with the in the course of construction. applicable requirements of Owner's safety programs, if any. Any Owner's D. All damage, injury, or loss to any safety programs that are applicable to property referred to in the Work are identified or included in Paragraph 7.13.C.2 or 7.13.C.3 caused, the Supplementary Conditions or directly or indirectly, in whole or in part, Specifications. by Contractor, any Subcontractor, Supplier, or any other individual or H. Contractor shall inform Owner and entity directly or indirectly employed by Engineer of the specific requirements of Port OrchardMcCormick Woods Splash Pad Water Treatment Facility 00700-43 Standard General Conditions Contractor's safety program with which Owner's and Engineer's employees and representatives must comply while at the Site. a change in the Contract Documents is required because of an emergency or Contractor's response, a Work Change Directive or Change Order will be issued. I. Contractor's duties and responsibilities 7.16 Submittals for safety and protection will continue until all the Work is completed, Engineer A. Shop Drawing and Sample Requirements has issued a written notice to Owner and Contractor in accordance with 1. Before submitting a Shop Drawing or Paragraph 15.06.0 that the Work is Sample, Contractor shall: acceptable, and Contractor has left the Site (except as otherwise expressly a. review and coordinate the Shop provided in connection with Substantial Drawing or Sample with other Completion). Shop Drawings and Samples and with the requirements of the J. Contractor's duties and responsibilities Work and the Contract for safety and protection will resume Documents; whenever Contractor or any Subcontractor or Supplier returns to the b. determine and verify: Site to fulfill warranty or correction 1) all field measurements, obligations, or to conduct other tasks arising from the Contract Documents. quantities, dimensions, specified performance and 7.14 Hazard Communication Programs design criteria, installation requirements, materials, A. Contractor shall be responsible for catalog numbers, and coordinating any exchange of safety similar information with data sheets (formerly known as material respect to the Submittal; safety data sheets) or other hazard communication information required to 2) the suitability of all be made available to or exchanged materials and equipment between or among employers at the Site offered with respect to the in accordance with Laws or Regulations. indicated application, fabrication, shipping, 7.15 Emergencies handling, storage, assembly, and installation pertaining A. In emergencies affecting the safety or to the performance of the protection of persons or the Work or Work; and property at the Site or adjacent thereto, Contractor is obligated to act to prevent 3) all information relative to damage, injury, or loss. Contractor shall Contractor's responsibilities give Engineer prompt written notice if for means, methods, Contractor believes that any significant techniques, sequences, and changes in the Work or variations from procedures of construction, the Contract Documents have been and safety precautions and caused by an emergency, or are required programs incident thereto; as a result of Contractor's response to an emergency. If Engineer determines that c. confirm that the Submittal is complete with respect to all Port OrchardMcCormick Woods Splash Pad Water Treatment Facility 00700-44 Standard General Conditions related data included in the information for the limited Submittal. purposes required by Paragraph 7.16.C. 2. Each Shop Drawing or Sample must bear a stamp or specific written 2. Samples certification that Contractor has satisfied Contractor's obligations a. Contractor shall submit the under the Contract Documents with number of Samples required in respect to Contractor's review of the Specifications. that Submittal, and that Contractor approves the Submittal. b. Contractor shall clearly identify each Sample as to material, 3. With each Shop Drawing or Sample, Supplier, pertinent data such as Contractor shall give Engineer catalog numbers, the use for specific written notice of any which intended and other data variations that the Submittal may as Engineer may require to have from the requirements of the enable Engineer to review the Contract Documents. This notice Submittal for the limited must be set forth in a written purposes required by communication separate from the Paragraph 7.16.C. Submittal; and, in addition, in the case of a Shop Drawing by a specific 3. Where a Shop Drawing or Sample is notation made on the Shop Drawing required by the Contract Documents itself. or the Schedule of Submittals, any related Work performed prior to B. Submittal Procedures for Shop Drawings Engineer's review and approval of and Samples: Contractor shall label and the pertinent submittal will be at the submit Shop Drawings and Samples to sole expense and responsibility of Engineer for review and approval in Contractor. accordance with the accepted Schedule of Submittals. C. Engineer's Review of Shop Drawings and Samples 1. Shop Drawings 1. Engineer will provide timely review a. Contractor shall submit the of Shop Drawings and Samples in number of copies required in accordance with the accepted the Specifications. Schedule of Submittals. Engineer's review and approval will be only to b. Data shown on the Shop determine if the items covered by Drawings must be complete the Submittals will, after installation with respect to quantities, or incorporation in the Work, dimensions, specified comply with the requirements of the performance and design Contract Documents, and be criteria, materials, and similar compatible with the design concept data to show Engineer the of the completed Project as a services, materials, and functioning whole as indicated by equipment Contractor proposes the Contract Documents. to provide, and to enable Engineer to review the Port OrchardMcCormick Woods Splash Pad Water Treatment Facility 00700-45 Standard General Conditions 2. Engineer's review and approval will not extend to means, methods, techniques, sequences, or procedures of construction, or to safety precautions or programs incident thereto. 3. Engineer's review and approval of a separate item as such will not indicate approval of the assembly in which the item functions. 4. Engineer's review and approval of a Shop Drawing or Sample will not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has complied with the requirements of Paragraph 7.16.A.3 and Engineer has given written approval of each such variation by specific written notation thereof incorporated in or accompanying the Shop Drawing or Sample. Engineer will document any such approved variation from the requirements of the Contract Documents in a Field Order or other appropriate Contract modification. S. Engineer's review and approval of a Shop Drawing or Sample will not relieve Contractor from responsibility for complying with the requirements of Paragraphs 7.16.A and B. 6. Engineer's review and approval of a Shop Drawing or Sample, or of a variation from the requirements of the Contract Documents, will not, under any circumstances, change the Contract Times or Contract Price, unless such changes are included in a Change Order. 7. Neither Engineer's receipt, review, acceptance, or approval of a Shop Drawing or Sample will result in such item becoming a Contract Document. 8. Contractor shall perform the Work in compliance with the requirements and commitments set forth in approved Shop Drawings and Samples, subject to the provisions of Paragraph 7.16.C.4. D. Resubmittal Procedures for Shop Drawings and Samples 1. Contractor shall make corrections required by Engineer and shall return the required number of corrected copies of Shop Drawings and submit, as required, new Samples for review and approval. Contractor shall direct specific attention in writing to revisions other than the corrections called for by Engineer on previous Submittals. 2. Contractor shall furnish required Shop Drawing and Sample submittals with sufficient information and accuracy to obtain required approval of an item with no more than two resubmittals. Engineer will record Engineer's time for reviewing a third or subsequent resubmittal of a Shop Drawing or Sample, and Contractor shall be responsible for Engineer's charges to Owner for such time. Owner may impose a set-off against payments due Contractor to secure reimbursement for such charges. 3. If Contractor requests a change of a previously approved Shop Drawing or Sample, Contractor shall be responsible for Engineer's charges to Owner for its review time, and Owner may impose a set-off against payments due Contractor to secure reimbursement for such charges, Port OrchardMcCormick Woods Splash Pad Water Treatment Facility 00700-46 Standard General Conditions unless the need for such change is Values are set forth in beyond the control of Contractor. Paragraphs 2.03. 2.04, and 2.05. E. Submittals Other than Shop Drawings, F. Owner -delegated Designs: Submittals Samples, and Owner -Delegated Designs pursuant to Owner -delegated designs are governed by the provisions of 1. The following provisions apply to all Paragraph 7.19. Submittals other than Shop Drawings, Samples, and Owner- 7.17 Contractor's General Warranty and delegated designs: Guarantee a. Contractor shall submit all such A. Contractor warrants and guarantees to Submittals to the Engineer in Owner that all Work will be in accordance with the Schedule of accordance with the Contract Submittals and pursuant to the Documents and will not be defective. applicable terms of the Contract Engineer is entitled to rely on Documents. Contractor's warranty and guarantee. b. Engineer will provide timely B. Owner's rights under this warranty and review of all such Submittals in guarantee are in addition to, and are not accordance with the Schedule of limited by, Owner's rights under the Submittals and return such correction period provisions of Submittals with a notation of Paragraph 15.08. The time in which either Accepted or Not Owner may enforce its warranty and Accepted. Any such Submittal guarantee rights under this that is not returned within the Paragraph 7.17 is limited only by time established in the Schedule applicable Laws and Regulations of Submittals will be deemed restricting actions to enforce such rights; accepted. provided, however, that after the end of the correction period under c. Engineer's review will be only to Paragraph 15.08: determine if the Submittal is acceptable under the 1. Owner shall give Contractor written requirements of the Contract notice of any defective Work within Documents as to general form 60 days of the discovery that such and content of the Submittal. Work is defective; and d. If any such Submittal is not 2. Such notice will be deemed the start accepted, Contractor shall of an event giving rise to a Claim confer with Engineer regarding under Paragraph 12.01.13, such that the reason for the non- any related Claim must be brought acceptance, and resubmit an within 30 days of the notice. acceptable document. C. Contractor's warranty and guarantee 2. Procedures for the submittal and hereunder excludes defects or damage acceptance of the Progress caused by: Schedule, the Schedule of Submittals, and the Schedule of 1. abuse, or improper modification, maintenance, or operation, by Port OrchardMcCormick Woods Splash Pad Water Treatment Facility 00700-47 Standard General Conditions persons other than Contractor, Subcontractors, Suppliers, or any other individual or entity for whom Contractor is responsible; or 2. normal wear and tear under normal usage. D. Contractor's obligation to perform and complete the Work in accordance with the Contract Documents is absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents, a release of Contractor's obligation to perform the Work in accordance with the Contract Documents, or a release of Owner's warranty and guarantee rights under this Paragraph 7.17: 1. Observations by Engineer; 2. Recommendation by Engineer or payment by Owner of any progress or final payment; 3. The issuance of a certificate of Substantial Completion by Engineer or any payment related thereto by Owner; 4. Use or occupancy of the Work or any part thereof by Owner; 5. Any review and approval of a Shop Drawing or Sample submittal; 6. The issuance of a notice of acceptability by Engineer; 7. The end of the correction period established in Paragraph 15.08; 8. Any inspection, test, or approval by others; or 9. Any correction of defective Work by Owner. E. If the Contract requires the Contractor to accept the assignment of a contract entered into by Owner, then the specific warranties, guarantees, and correction obligations contained in the assigned contract will govern with respect to Contractor's performance obligations to Owner for the Work described in the assigned contract. 7.18 Indemnification A. To the fullest extent permitted by Laws and Regulations, and in addition to any other obligations of Contractor under the Contract or otherwise, Contractor shall indemnify and hold harmless Owner and Engineer, and the officers, directors, members, partners, employees, agents, consultants and subcontractors of each and any of them, from losses, damages, costs, and judgments (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals, and all court or arbitration or other dispute resolution costs) arising from third -party claims or actions relating to or resulting from the performance or furnishing of the Work, provided that any such claim, action, loss, cost, judgment or damage is attributable to bodily injury, sickness, disease, or death, or to damage to or destruction of tangible property (other than the Work itself), including the loss of use resulting therefrom, but only to the extent caused by any negligent act or omission of Contractor, any Subcontractor, any Supplier, or any individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable. B. In any and all claims against Owner or Engineer, or any of their officers, directors, members, partners, employees, agents, consultants, or Port OrchardMcCormick Woods Splash Pad Water Treatment Facility 00700-48 Standard General Conditions subcontractors, by any employee (or the other Submittal must bear the written survivor or personal representative of approval of Contractor's design such employee) of Contractor, any professional when submitted by Subcontractor, any Supplier, or any Contractor to Engineer. individual or entity directly or indirectly employed by any of them to perform any D. Owner and Engineer shall be entitled to of the Work, or anyone for whose acts rely upon the adequacy, accuracy, and any of them may be liable, the completeness of the services, indemnification obligation under certifications, and approvals performed Paragraph 7.18.A will not be limited in or provided by the design professionals any way by any limitation on the amount retained or employed by Contractor or type of damages, compensation, or under an Owner -delegated design, benefits payable by or for Contractor or subject to the professional standard of any such Subcontractor, Supplier, or care and the performance and design other individual or entity under workers' criteria stated in the Contract compensation acts, disability benefit Documents. acts, or other employee benefit acts. E. Pursuant to this Paragraph 7.19, 7.19 Delegation of Professional Design Services Engineer's review, approval, and other determinations regarding design A. Owner may require Contractor to drawings, calculations, specifications, provide professional design services for certifications, and other Submittals a portion of the Work by express furnished by Contractor pursuant to an delegation in the Contract Documents. Owner -delegated design will be only for Such delegation will specify the the following limited purposes: performance and design criteria that such services must satisfy, and the 1. Checking for conformance with the Submittals that Contractor must furnish requirements of this to Engineer with respect to the Owner- Paragraph 7.19; delegated design. 2. Confirming that Contractor (through B. Contractor shall cause such Owner- its design professionals) has used delegated professional design services the performance and design criteria to be provided pursuant to the specified in the Contract professional standard of care by a Documents; and properly licensed design professional, whose signature and seal must appear 3. Establishing that the design on all drawings, calculations, furnished by Contractor is consistent specifications, certifications, and with the design concept expressed Submittals prepared by such design in the Contract Documents. professional. Such design professional must issue all certifications of design F. Contractor shall not be responsible for required by Laws and Regulations. the adequacy of performance or design criteria specified by Owner or Engineer. C. If a Shop Drawing or other Submittal related to the Owner -delegated design is G. Contractor is not required to provide prepared by Contractor, a professional services in violation of Subcontractor, or others for submittal to applicable Laws and Regulations. Engineer, then such Shop Drawing or Port OrchardMcCormick Woods Splash Pad Water Treatment Facility 00700-49 Standard General Conditions ARTICLE 8—OTHER WORK AT THE SITE 8.01 Other Work A. In addition to and apart from the Work under the Contract Documents, the Owner may perform other work at or adjacent to the Site. Such other work may be performed by Owner's employees, or through contracts between the Owner and third parties. Owner may also arrange to have third - party utility owners perform work on their utilities and facilities at or adjacent to the Site. B. If Owner performs other work at or adjacent to the Site with Owner's employees, or through contracts for such other work, then Owner shall give Contractor written notice thereof prior to starting any such other work. If Owner has advance information regarding the start of any third -party utility work that Owner has arranged to take place at or adjacent to the Site, Owner shall provide such information to Contractor. C. Contractor shall afford proper and safe access to the Site to each contractor that performs such other work, each utility owner performing other work, and Owner, if Owner is performing other work with Owner's employees, and provide a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work. D. Contractor shall do all cutting, fitting, and patching of the Work that may be required to properly connect or otherwise make its several parts come together and properly integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating, or otherwise altering such work; provided, however, that Contractor may cut or alter others' work with the written consent of Engineer and the others whose work will be affected. E. If the proper execution or results of any part of Contractor's Work depends upon work performed by others, Contractor shall inspect such other work and promptly report to Engineer in writing any delays, defects, or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of Contractor's Work. Contractor's failure to so report will constitute an acceptance of such other work as fit and proper for integration with Contractor's Work except for latent defects and deficiencies in such other work. F. The provisions of this article are not applicable to work that is performed by third -party utilities or other third -party entities without a contract with Owner, or that is performed without having been arranged by Owner. If such work occurs, then any related delay, disruption, or interference incurred by Contractor is governed by the provisions of Paragraph 4.05.C.3. 8.02 Coordination A. If Owner intends to contract with others for the performance of other work at or adjacent to the Site, to perform other work at or adjacent to the Site with Owner's employees, or to arrange to have utility owners perform work at or adjacent to the Site, the following will be set forth in the Supplementary Conditions or provided to Contractor prior to the start of any such other work: 1. The identity of the individual or entity that will have authority and responsibility for coordination of the activities among the various contractors; Port OrchardMcCormick Woods Splash Pad Water Treatment Facility 00700-50 Standard General Conditions 2. An itemization of the specific matters to be covered by such authority and responsibility; and 3. The extent of such authority and responsibilities. with respect to the damage, delay, disruption, or interference that is the subject of the adjustment. Contractor's entitlement to an adjustment of the Contract Times or Contract Price is subject to the provisions of Paragraphs 4.05.D and 4.05.E. B. Unless otherwise provided in the Supplementary Conditions, Owner shall B. Contractor shall take reasonable and have sole authority and responsibility for customary measures to avoid damaging, such coordination. delaying, disrupting, or interfering with the work of Owner, any other 8.03 Legal Relationships contractor, or any utility owner performing other work at or adjacent to A. If, in the course of performing other the Site. work for Owner at or adjacent to the Site, the Owner's employees, any other 1. If Contractor fails to take such contractor working for Owner, or any measures and as a result damages, utility owner that Owner has arranged to delays, disrupts, or interferes with perform work, causes damage to the the work of any such other Work or to the property of Contractor or contractor or utility owner, then its Subcontractors, or delays, disrupts, Owner may impose a set-off against interferes with, or increases the scope or payments due Contractor, and cost of the performance of the Work, assign to such other contractor or through actions or inaction, then utility owner the Owner's Contractor shall be entitled to an contractual rights against equitable adjustment in the Contract Contractor with respect to the Price or the Contract Times. Contractor breach of the obligations set forth in must submit any Change Proposal this Paragraph 8.03.13. seeking an equitable adjustment in the Contract Price or the Contract Times 2. When Owner is performing other under this paragraph within 30 days of work at or adjacent to the Site with the damaging, delaying, disrupting, or Owner's employees, Contractor interfering event. The entitlement to, shall be liable to Owner for damage and extent of, any such equitable to such other work, and for the adjustment will take into account reasonable direct delay, disruption, information (if any) regarding such other and interference costs incurred by work that was provided to Contractor in Owner as a result of Contractor's the Contract Documents prior to the failure to take reasonable and submittal of the Bid or the final customary measures with respect to negotiation of the terms of the Contract, Owner's other work. In response to and any remedies available to such damage, delay, disruption, or Contractor under Laws or Regulations interference, Owner may impose a concerning utility action or inaction. set-off against payments due When applicable, any such equitable Contractor. adjustment in Contract Price will be conditioned on Contractor assigning to C. If Contractor damages, delays, disrupts, Owner all Contractor's rights against or interferes with the work of any other such other contractor or utility owner contractor, or any utility owner Port OrchardMcCormick Woods Splash Pad Water Treatment Facility 00700-51 Standard General Conditions performing other work at or adjacent to the Site, through Contractor's failure to take reasonable and customary measures to avoid such impacts, or if any claim arising out of Contractor's actions, inactions, or negligence in performance of the Work at or adjacent to the Site is made by any such other contractor or utility owner against Contractor, Owner, or Engineer, then Contractor shall (1) promptly attempt to settle the claim as to all parties through negotiations with such other contractor or utility owner, or otherwise resolve the claim by arbitration or other dispute resolution proceeding or at law, and (2) indemnify and hold harmless Owner and Engineer, and the officers, directors, members, partners, employees, agents, consultants and subcontractors of each and any of them from and against any such claims, and against all costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such damage, delay, disruption, or interference. ARTICLE 9—OWNER'S RESPONSIBILITIES 9.01 Communications to Contractor A. Except as otherwise provided in these General Conditions, Owner shall issue all communications to Contractor through Engineer. 9.02 Replacement of Engineer A. Owner may at its discretion appoint an engineer to replace Engineer, provided Contractor makes no reasonable objection to the replacement engineer. The replacement engineer's status under the Contract Documents will be that of the former Engineer. 9.03 Furnish Data A. Owner shall promptly furnish the data required of Owner under the Contract Documents. 9.04 Pay When Due A. Owner shall make payments to Contractor when they are due as provided in the Agreement. 9.05 Lands and Easements; Reports, Tests, and Drawings A. Owner's duties with respect to providing lands and easements are set forth in Paragraph 5.01. B. Owner's duties with respect to providing engineering surveys to establish reference points are set forth in Paragraph 4.03. C. Article 5 refers to Owner's identifying and making available to Contractor copies of reports of explorations and tests of conditions at the Site, and drawings of physical conditions relating to existing surface or subsurface structures at the Site. 9.06 Insurance A. Owner's responsibilities, if any, with respect to purchasing and maintaining liability and property insurance are set forth in Article 6. 9.07 Change Orders A. Owner's responsibilities with respect to Change Orders are set forth in Article 11. 9.08 Inspections, Tests, and Approvals A. Owner's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph 14.02.13. Port OrchardMcCormick Woods Splash Pad Water Treatment Facility 00700-52 Standard General Conditions 9.09 Limitations on Owner's Responsibilities ARTICLE 10—ENGINEER'S STATUS DURING CONSTRUCTION A. The Owner shall not supervise, direct, or have control or authority over, nor be 10.01 Owner's Representative responsible for, Contractor's means, methods, techniques, sequences, or A. Engineer will be Owner's representative procedures of construction, orthe safety during the construction period. The precautions and programs incident duties and responsibilities and the thereto, or for any failure of Contractor limitations of authority of Engineer as to comply with Laws and Regulations Owner's representative during applicable to the performance of the construction are set forth in the Work. Owner will not be responsible for Contract. Contractor's failure to perform the Work in accordance with the Contract 10.02 Visits to Site Documents. A. Engineer will make visits to the Site at 9.10 Undisclosed Hazardous Environmental intervals appropriate to the various Condition stages of construction as Engineer deems necessary in order to observe, as A. Owner's responsibility in respect to an an experienced and qualified design undisclosed Hazardous Environmental professional, the progress that has been Condition is set forth in Paragraph 5.06. made and the quality of the various aspects of Contractor's executed Work. 9.11 Evidence of Financial Arrangements Based on information obtained during A. Upon request of Contractor, Owner shall such visits and observations, Engineer, furnish Contractor reasonable evidence for the benefit of Owner, will determine, that financial arrangements have been in general, if the Work is proceeding in made to satisfy Owners obligations accordance with the Contract under the Contract (including Documents. Engineer will not be obligations under proposed changes in required to make exhaustive or the Work). continuous inspections on the Site to check the quality or quantity of the 9.12 Safety Programs Work. Engineer's efforts will be directed toward providing for Owner a greater A. While at the Site, Owner's employees degree of confidence that the and representatives shall comply with completed Work will conform generally the specific applicable requirements of to the Contract Documents. On the basis Contractor's safety programs of which of such visits and observations, Engineer Owner has been informed. will keep Owner informed of the progress of the Work and will endeavor B. Owner shall furnish copies of any to guard Owner against defective Work. applicable Owner safety programs to Contractor. B. Engineer's visits and observations are subject to all the limitations on Engineer's authority and responsibility set forth in Paragraph 10.07. Particularly, but without limitation, during or as a result of Engineer's visits or observations of Contractor's Work, Port OrchardMcCormick Woods Splash Pad Water Treatment Facility 00700-53 Standard General Conditions Engineer will not supervise, direct, control, or have authority over or be responsible for Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. 10.03 Resident Project Representative A. If Owner and Engineer have agreed that Engineer will furnish a Resident Project Representative to represent Engineer at the Site and assist Engineer in observing the progress and quality of the Work, then the authority and responsibilities of any such Resident Project Representative will be as provided in the Supplementary Conditions, and limitations on the responsibilities thereof will be as provided in the Supplementary Conditions and in Paragraph 10.07. B. If Owner designates an individual or entity who is not Engineer's consultant, agent, or employee to represent Owner at the Site, then the responsibilities and authority of such individual or entity will be as provided in the Supplementary Conditions. 10.04 Engineer's Authority A. Engineer has the authority to reject Work in accordance with Article 14. B. Engineer's authority as to Submittals is set forth in Paragraph 7.16. C. Engineer's authority as to design drawings, calculations, specifications, certifications and other Submittals from Contractor in response to Owner's delegation (if any) to Contractor of professional design services, is set forth in Paragraph 7.19. D. Engineer's authority as to changes in the Work is set forth in Article 11. E. Engineer's authority as to Applications for Payment is set forth in Article 15. 10.05 Determinations for Unit Price Work A. Engineer will determine the actual quantities and classifications of Unit Price Work performed by Contractor as set forth in Paragraph 13.03. 10.06 Decisions on Requirements of Contract Documents and Acceptability of Work A. Engineer will render decisions regarding the requirements of the Contract Documents, and judge the acceptability of the Work, pursuant to the specific procedures set forth herein for initial interpretations, Change Proposals, and acceptance of the Work. In rendering such decisions and judgments, Engineer will not show partiality to Owner or Contractor, and will not be liable to Owner, Contractor, or others in connection with any proceedings, interpretations, decisions, or judgments conducted or rendered in good faith. 10.07 Limitations on Engineer's Authority and Responsibilities A. Neither Engineer's authority or responsibility under this Article 10 or under any other provision of the Contract, nor any decision made by Engineer in good faith either to exercise or not exercise such authority or responsibility or the undertaking, exercise, or performance of any authority or responsibility by Engineer, will create, impose, or give rise to any duty in contract, tort, or otherwise owed by Engineer to Contractor, any Port OrchardMcCormick Woods Splash Pad Water Treatment Facility 00700-54 Standard General Conditions Subcontractor, any Supplier, any other specific applicable requirements of individual or entity, or to any surety for Owner's and Contractor's safety or employee or agent of any of them. programs of which Engineer has been informed. B. Engineer will not supervise, direct, control, or have authority over or be ARTICLE 11—CHANGES TO THE CONTRACT responsible for Contractor's means, methods, techniques, sequences, or procedures of construction, orthe safety 11.01 Amending and Supplementing the Contract precautions and programs incident thereto, or for any failure of Contractor A. The Contract may be amended or to comply with Laws and Regulations supplemented by a Change Order, a applicable to the performance of the Work Change Directive, or a Field Order. Work. Engineer will not be responsible for Contractor's failure to perform the B. If an amendment or supplement to the Work in accordance with the Contract Contract includes a change in the Documents. Contract Price or the Contract Times, such amendment or supplement must C. Engineer will not be responsible for the be set forth in a Change Order. acts or omissions of Contractor or of any Subcontractor, any Supplier, or of any C. All changes to the Contract that involve other individual or entity performing any (1) the performance or acceptability of of the Work. the Work, (2) the design (as set forth in the Drawings, Specifications, or D. Engineer's review of the final otherwise), or (3) other engineering or Application for Payment and technical matters, must be supported by accompanying documentation, and all Engineer's recommendation. Owner and maintenance and operating instructions, Contractor may amend other terms and schedules, guarantees, bonds, conditions of the Contract without the certificates of inspection, tests and recommendation of the Engineer. approvals, and other documentation required to be delivered by Contractor 11.02 Change Orders under Paragraph 15.06.A, will only be to A. Owner and Contractor shall execute determine generally that their content appropriate Change Orders covering: complies with the requirements of, and in the case of certificates of inspections, 1. Changes in Contract Price or tests, and approvals, that the results Contract Times which are agreed to certified indicate compliance with the by the parties, including any Contract Documents. undisputed sum or amount of time for Work actually performed in E. The limitations upon authority and accordance with a Work Change responsibility set forth in this Directive; Paragraph 10.07 also apply to the Resident Project Representative, if any. 2. Changes in Contract Price resulting from an Owner set-off, unless 10.08 Compliance with Safety Program Contractor has duly contested such A. While at the Site, Engineer's employees set-off; and representatives will comply with the Port OrchardMcCormick Woods Splash Pad Water Treatment Facility 00700-55 Standard General Conditions 3. Changes in the Work which are: (a) ordered by Owner pursuant to Paragraph 11.05, (b) required because of Owner's acceptance of defective Work under Paragraph 14.04 or Owner's correction of defective Work under Paragraph 14.07, or (c) agreed to by the parties, subject to the need for Engineer's recommendation if the change in the Work involves the design (as set forth in the Drawings, Specifications, or otherwise) or other engineering or technical matters; and 4. Changes that embody the substance of any final and binding results under: Paragraph 11.03.B, resolving the impact of a Work Change Directive; Paragraph 11.09, concerning Change Proposals; Article 12, Claims; Paragraph 13.02.D, final adjustments resulting from allowances; Paragraph 13.03.D, final adjustments relating to determination of quantities for Unit Price Work; and similar provisions. B. If Owner or Contractor refuses to execute a Change Order that is required to be executed under the terms of Paragraph 11.02.A, it will be deemed to be of full force and effect, as if fully executed. 11.03 Work Change Directives A. A Work Change Directive will not change the Contract Price or the Contract Times but is evidence that the parties expect that the modification ordered or documented by a Work Change Directive will be incorporated in a subsequently issued Change Order, following negotiations by the parties as to the Work Change Directive's effect, if any, on the Contract Price and Contract Times; or, if negotiations are unsuccessful, by a determination under the terms of the Contract Documents governing adjustments, expressly including Paragraph 11.07 regarding change of Contract Price. B. If Owner has issued a Work Change Directive and: 1. Contractor believes that an adjustment in Contract Times or Contract Price is necessary, then Contractor shall submit any Change Proposal seeking such an adjustment no later than 30 days after the completion of the Work set out in the Work Change Directive. 2. Owner believes that an adjustment in Contract Times or Contract Price is necessary, then Owner shall submit any Claim seeking such an adjustment no later than 60 days after issuance of the Work Change Directive. 11.04 Field Orders A. Engineer may authorize minor changes in the Work if the changes do not involve an adjustment in the Contract Price or the Contract Times and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. Such changes will be accomplished by a Field Order and will be binding on Owner and also on Contractor, which shall perform the Work involved promptly. B. If Contractor believes that a Field Order justifies an adjustment in the Contract Price or Contract Times, then before proceeding with the Work at issue, Contractor shall submit a Change Proposal as provided herein. Port OrchardMcCormick Woods Splash Pad Water Treatment Facility 00700-56 Standard General Conditions 11.05 Owner -Authorized Changes in the Work 11.07 Change of Contract Price A. Without invalidating the Contract and A. The Contract Price may only be changed without notice to any surety, Owner by a Change Order. Any Change Proposal may, at any time or from time to time, for an adjustment in the Contract Price order additions, deletions, or revisions in must comply with the provisions of the Work. Changes involving the design Paragraph 11.09. Any Claim for an (as set forth in the Drawings, adjustment of Contract Price must Specifications, or otherwise) or other comply with the provisions of Article 12. engineering or technical matters will be supported by Engineer's B. An adjustment in the Contract Price will recommendation. be determined as follows: B. Such changes in the Work may be 1. Where the Work involved is covered accomplished by a Change Order, if by unit prices contained in the Owner and Contractor have agreed as to Contract Documents, then by the effect, if any, of the changes on application of such unit prices to the Contract Times or Contract Price; or by a quantities of the items involved Work Change Directive. Upon receipt of (subject to the provisions of any such document, Contractor shall Paragraph 13.03); promptly proceed with the Work involved; or, in the case of a deletion in 2. Where the Work involved is not the Work, promptly cease construction covered by unit prices contained in activities with respect to such deleted the Contract Documents, then by a Work. Added or revised Work must be mutually agreed lump sum (which performed under the applicable may include an allowance for conditions of the Contract Documents. overhead and profit not necessarily in accordance with C. Nothing in this Paragraph 11.05 Paragraph 11.07.C.2); or obligates Contractor to undertake work that Contractor reasonably concludes 3. Where the Work involved is not cannot be performed in a manner covered by unit prices contained in consistent with Contractor's safety the Contract Documents and the obligations under the Contract parties do not reach mutual Documents or Laws and Regulations. agreement to a lump sum, then on the basis of the Cost of the Work 11.06 Unauthorized Changes in the Work (determined as provided in Paragraph 13.01) plus a Contractor's A. Contractor shall not be entitled to an fee for overhead and profit increase in the Contract Price or an (determined as provided in extension of the Contract Times with Paragraph 11.07.C). respect to any work performed that is not required by the Contract C. Contractor's Fee: When applicable, the Documents, as amended, modified, or Contractor's fee for overhead and profit supplemented, except in the case of an will be determined as follows: emergency as provided in Paragraph 7.15 or in the case of 1. A mutually acceptable fixed fee; or uncovering Work as provided in Paragraph 14.05.C.2. Port OrchardMcCormick Woods Splash Pad Water Treatment Facility 00700-57 Standard General Conditions 2. If a fixed fee is not agreed upon, e. The amount of credit to be then a fee based on the following allowed by Contractor to Owner percentages of the various portions for any change which results in a of the Cost of the Work: net decrease in Cost of the Work will be the amount of the actual a. For costs incurred under net decrease in Cost of the Work Paragraphs 13.01.13.1 and and a deduction of an additional 13.01.13.2, the Contractor's fee amount equal to 5 percent of will be 15 percent; such actual net decrease in Cost of the Work; and b. For costs incurred under Paragraph 13.01.13.3, the f. When both additions and credits Contractor's fee will be 5 are involved in any one change percent; or Change Proposal, the adjustment in Contractor's fee c. Where one or more tiers of will be computed by subcontracts are on the basis of determining the sum of the Cost of the Work plus a fee and costs in each of the cost no fixed fee is agreed upon, the categories in Paragraph 13.01.E intent of Paragraphs 11.07.C.2.a (specifically, payroll costs, and 11.07.C.2.b is that the Paragraph 13.01.13.1; Contractor's fee will be based incorporated materials and on: (1) a fee of 15 percent of the equipment costs, costs incurred under Paragraph 13.01.13.2; Paragraphs 13.01.13.1 and Subcontract costs, 13.01.13.2 by the Subcontractor Paragraph 13.01.13.3; special that actually performs the Work, consultants costs, at whatever tier, and (2) with Paragraph 13.01.13.4; and other respect to Contractor itself and costs, Paragraph 13.01.13.5) and to any Subcontractors of a tier applying to each such cost higher than that of the category sum the appropriate Subcontractor that actually fee from Paragraphs 11.07.C.2.a performs the Work, a fee of 5 through 11.07.C.2.e, inclusive. percent of the amount (fee plus underlying costs incurred) 11.08 Change of Contract Times attributable to the next lower tier Subcontractor; provided, A. The Contract Times may only be however, that for any such changed by a Change Order. Any Change subcontracted Work the Proposal for an adjustment in the maximum total fee to be paid by Contract Times must comply with the Owner will be no greater than provisions of Paragraph 11.09. Any 27 percent of the costs incurred Claim for an adjustment in the Contract by the Subcontractor that Times must comply with the provisions actually performs the Work; of Article 12. d. No fee will be payable on the B. Delay, disruption, and interference in basis of costs itemized under the Work, and any related changes in Paragraphs 13.01.13.4, Contract Times, are addressed in and 13.01.13.5, and 13.01.C; governed by Paragraph 4.05. Port OrchardMcCormick Woods Splash Pad Water Treatment Facility 00700-58 Standard General Conditions 11.09 Change Proposals incorporated into the Work and labor and equipment used for A. Purpose and Content: Contractor shall the subject Work. submit a Change Proposal to Engineer to request an adjustment in the Contract The supporting data must be Times or Contract Price; contest an accompanied by a written initial decision by Engineer concerning statement that the supporting data the requirements of the Contract are accurate and complete, and that Documents or relating to the any requested time or price acceptability of the Work under the adjustment is the entire adjustment Contract Documents; challenge a set-off to which Contractor believes it is against payment due; or seek other entitled as a result of said event. relief under the Contract. The Change Proposal will specify any proposed 3. Engineer's Initial Review: Engineer change in Contract Times or Contract will advise Owner regarding the Price, or other proposed relief, and Change Proposal, and consider any explain the reason for the proposed comments or response from Owner change, with citations to any governing regarding the Change Proposal. If in or applicable provisions of the Contract its discretion Engineer concludes Documents. Each Change Proposal will that additional supporting data is address only one issue, or a set of closely needed before conducting a full related issues. review and making a decision regarding the Change Proposal, then B. Change Proposal Procedures Engineer may request that Contractor submit such additional 1. Submittal: Contractor shall submit supporting data by a date specified each Change Proposal to Engineer by Engineer, prior to Engineer within 30 days after the start of the beginning its full review of the event giving rise thereto, or after Change Proposal. such initial decision. 4. Engineer's Full Review and Action on 2. Supporting Data: The Contractor the Change Proposal: Upon receipt shall submit supporting data, of Contractor's supporting data including the proposed change in (including any additional data Contract Price or Contract Time (if requested by Engineer), Engineer any), to the Engineer and Owner will conduct a full review of each within 15 days after the submittal of Change Proposal and, within 30 days the Change Proposal. after such receipt of the Contractor's supporting data, either a. Change Proposals based on or approve the Change Proposal in related to delay, interruption, or whole, deny it in whole, or approve interference must comply with it in part and deny it in part. Such the provisions of actions must be in writing, with a Paragraphs 4.05.1) and 4.05.E. copy provided to Owner and Contractor. If Engineer does not take b. Change proposals related to a action on the Change Proposal change of Contract Price must within 30 days, then either Owner or include full and detailed Contractor may at any time accounts of materials thereafter submit a letter to the Port OrchardMcCormick Woods Splash Pad Water Treatment Facility 00700-59 Standard General Conditions other party indicating that as a result ARTICLE 12—CLAIMS of Engineer's inaction the Change Proposal is deemed denied, thereby 12.01 Claims commencing the time for appeal of the denial under Article 12. A. Claims Process: The following disputes between Owner and Contractor are 5. Binding Decision: Engineer's subject to the Claims process set forth in decision is final and binding upon this article: Owner and Contractor, unless Owner or Contractor appeals the 1. Appeals by Owner or Contractor of decision by filing a Claim under Engineer's decisions regarding Article 12. Change Proposals; C. Resolution of Certain Change Proposals: 2. Owner demands for adjustments in If the Change Proposal does not involve the Contract Price or Contract the design (as set forth in the Drawings, Times, or other relief under the Specifications, or otherwise), the Contract Documents; acceptability of the Work, or other engineering or technical matters, then 3. Disputes that Engineer has been Engineer will notify the parties in writing unable to address because they do that the Engineer is unable to resolve not involve the design (as set forth in the Change Proposal. For purposes of the Drawings, Specifications, or further resolution of such a Change otherwise), the acceptability of the Proposal, such notice will be deemed a Work, or other engineering or denial, and Contractor may choose to technical matters; and seek resolution under the terms of Article 12. 4. Subject to the waiver provisions of Paragraph 15.07, any dispute arising D. Post -Completion: Contractor shall not after Engineer has issued a written submit any Change Proposals after recommendation of final payment Engineer issues a written pursuant to Paragraph 15.06.13. recommendation of final payment pursuant to Paragraph 15.06.13. B. Submittal of Claim: The party submitting a Claim shall deliver it directly to the 11.10 Notification to Surety other party to the Contract promptly (but in no event later than 30 days) after A. If the provisions of any bond require the start of the event giving rise thereto; notice to be given to a surety of any in the case of appeals regarding Change change affecting the general scope of Proposals within 30 days of the decision the Work or the provisions of the under appeal. The party submitting the Contract Documents (including, but not Claim shall also furnish a copy to the limited to, Contract Price or Contract Engineer, for its information only. The Times), the giving of any such notice will responsibility to substantiate a Claim be Contractor's responsibility. The rests with the party making the Claim. In amount of each applicable bond will be the case ofa Claim by Contractor seeking adjusted to reflect the effect of any such an increase in the Contract Times or change. Contract Price, Contractor shall certify that the Claim is made in good faith, that the supporting data are accurate and Port OrchardMcCormick Woods Splash Pad Water Treatment Facility 00700-60 Standard General Conditions complete, and that to the best of Contractor's knowledge and belief the amount of time or money requested accurately reflects the full amount to which Contractor is entitled. denies it in part, such action will be final and binding unless within 30 days of such action the other party invokes the procedure set forth in Article 17 for final resolution of disputes. C. Review and Resolution: The party F. Denial of Claim: If efforts to resolve a receiving a Claim shall review it Claim are not successful, the party thoroughly, giving full consideration to receiving the Claim may deny it by giving its merits. The two parties shall seek to written notice of denial to the other resolve the Claim through the exchange party. If the receiving party does not of information and direct negotiations. take action on the Claim within 90 days, The parties may extend the time for then either Owner or Contractor may at resolving the Claim by mutual any time thereafter submit a letter to agreement. All actions taken on a Claim the other party indicating that as a result will be stated in writing and submitted to of the inaction, the Claim is deemed the other party, with a copy to Engineer. denied, thereby commencing the time for appeal of the denial. A denial of the D. Mediation Claim will be final and binding unless within 30 days of the denial the other 1. At any time after initiation of a party invokes the procedure set forth in Claim, Owner and Contractor may Article 17 for the final resolution of mutually agree to mediation of the disputes. underlying dispute. The agreement to mediate will stay the Claim G. Final and Binding Results: If the parties submittal and response process. reach a mutual agreement regarding a Claim, whether through approval of the 2. If Owner and Contractor agree to Claim, direct negotiations, mediation, or mediation, then after 60 days from otherwise; or if a Claim is approved in such agreement, either Owner or part and denied in part, or denied in full, Contractor may unilaterally and such actions become final and terminate the mediation process, binding; then the results of the and the Claim submittal and agreement or action on the Claim will be decision process will resume as of incorporated in a Change Order or other the date of the termination. If the written document to the extent they mediation proceeds but is affect the Contract, including the Work, unsuccessful in resolving the the Contract Times, or the Contract dispute, the Claim submittal and Price. decision process will resume as of the date of the conclusion of the mediation, as determined by the ARTICLE 13—COST OF THE WORK; ALLOWANCES; mediator. UNIT PRICE WORK 3. Owner and Contractor shall each 13.01 Cost of the Work pay one-half of the mediator's fees and costs. A. Purposes for Determination of Cost of the Work: The term Cost of the Work E. Partial Approval: If the party receiving a means the sum of all costs necessary for Claim approves the Claim in part and the proper performance of the Work at Port OrchardMcCormick Woods Splash Pad Water Treatment Facility 00700-61 Standard General Conditions issue, as further defined below. The limited to, salaries and wages plus provisions of this Paragraph 13.01 are the cost of fringe benefits, which used for two distinct purposes: include social security contributions, unemployment, excise, and payroll 1. To determine Cost of the Work taxes, workers' compensation, when Cost of the Work is a health and retirement benefits, sick component of the Contract Price, leave, and vacation and holiday pay under cost -plus -fee, time -and- applicable thereto. The expenses of materials, or other cost -based performing Work outside of regular terms; or working hours, on Saturday, Sunday, or legal holidays, will be included in 2. When needed to determine the the above to the extent authorized value of a Change Order, Change by Owner. Proposal, Claim, set-off, or other adjustment in Contract Price. When 2. Cost of all materials and equipment the value of any such adjustment is furnished and incorporated in the determined on the basis of Cost of Work, including costs of the Work, Contractor is entitled only transportation and storage thereof, to those additional or incremental and Suppliers' field services required costs required because of the in connection therewith. All cash change in the Work or because of discounts accrue to Contractor the event giving rise to the unless Owner deposits funds with adjustment. Contractor with which to make payments, in which case the cash B. Costs Included: Except as otherwise may discounts will accrue to Owner. All be agreed to in writing by Owner, costs trade discounts, rebates, and included in the Cost of the Work will be refunds and returns from sale of in amounts no higher than those surplus materials and equipment commonly incurred in the locality of the will accrue to Owner, and Contractor Project, will not include any of the costs shall make provisions so that they itemized in Paragraph 13.01.C, and will may be obtained. include only the following items: 3. Payments made by Contractor to 1. Payroll costs for employees in the Subcontractors for Work performed direct employ of Contractor in the by Subcontractors. If required by performance of the Work under Owner, Contractor shall obtain schedules of job classifications competitive bids from agreed upon by Owner and subcontractors acceptable to Owner Contractor in advance of the subject and Contractor and shall deliver Work. Such employees include, such bids to Owner, which will then without limitation, superintendents, determine, with the advice of foremen, safety managers, safety Engineer, which bids, if any, will be representatives, and other acceptable. If any subcontract personnel employed full time on the provides that the Subcontractor is to Work. Payroll costs for employees be paid on the basis of Cost of the not employed full time on the Work Work plus a fee, the Subcontractor's will be apportioned on the basis of Cost of the Work and fee will be their time spent on the Work. determined in the same manner as Payroll costs include, but are not Contractor's Cost of the Work and Port OrchardMcCormick Woods Splash Pad Water Treatment Facility 00700-62 Standard General Conditions fee as provided in this c. Construction Equipment Rental Paragraph 13.01. 1) Rentals of all construction 4. Costs of special consultants equipment and machinery, (including but not limited to and the parts thereof, in engineers, architects, testing accordance with rental laboratories, surveyors, attorneys, agreements approved by and accountants) employed or Owner as to price (including retained for services specifically any surcharge or special related to the Work. rates applicable to overtime use of the construction 5. Other costs consisting of the equipment or machinery), following: and the costs of transportation, loading, a. The proportion of necessary unloading, assembly, transportation, travel, and dismantling, and removal subsistence expenses of thereof. All such costs will Contractor's employees be in accordance with the incurred in discharge of duties terms of said rental connected with the Work. agreements. The rental of any such equipment, b. Cost, including transportation machinery, or parts must and maintenance, of all cease when the use thereof materials, supplies, equipment, is no longer necessary for machinery, appliances, office, the Work. and temporary facilities at the Site, which are consumed in the 2) Costs for equipment and performance of the Work, and machinery owned by cost, less market value, of such Contractor or a Contractor - items used but not consumed related entity will be paid at which remain the property of a rate shown for such Contractor. equipment in the equipment rental rate book 1) In establishing included specified in the costs for materials such as Supplementary Conditions. scaffolding, plating, or An hourly rate will be sheeting, consideration will computed by dividing the be given to the actual or the monthly rates by 176. These estimated life of the computed rates will include material for use on other all operating costs. projects; or rental rates may be established on the basis 3) With respect to Work that is of purchase or salvage value the result of a Change of such items, whichever is Order, Change Proposal, less. Contractor will not be Claim, set-off, or other eligible for compensation adjustment in Contract Price for such items in an amount ("changed Work"), included that exceeds the purchase costs will be based on the cost of such item. time the equipment or Port OrchardMcCormick Woods Splash Pad Water Treatment Facility 00700-63 Standard General Conditions machinery is in use on the losses include settlements made changed Work and the costs with the written consent and of transportation, loading, approval of Owner. No such unloading, assembly, losses, damages, and expenses dismantling, and removal will be included in the Cost of when directly attributable the Work for the purpose of to the changed Work. The determining Contractor's fee. cost of any such equipment or machinery, or parts g. The cost of utilities, fuel, and thereof, must cease to sanitary facilities at the Site. accrue when the use thereof is no longer necessary for h. Minor expenses such as the changed Work. communication service at the Site, express and courier d. Sales, consumer, use, and other services, and similar petty cash similar taxes related to the items in connection with the Work, and for which Contractor Work. is liable, as imposed by Laws and Regulations. i. The costs of premiums for all bonds and insurance that e. Deposits lost for causes other Contractor is required by the than negligence of Contractor, Contract Documents to any Subcontractor, or anyone purchase and maintain. directly or indirectly employed by any of them or for whose acts C. Costs Excluded: The term Cost of the any of them may be liable, and Work does not include any of the royalty payments and fees for following items: permits and licenses. 1. Payroll costs and other f. Losses and damages (and compensation of Contractor's related expenses) caused by officers, executives, principals, damage to the Work, not general managers, engineers, compensated by insurance or architects, estimators, attorneys, otherwise, sustained by auditors, accountants, purchasing Contractor in connection with and contracting agents, expediters, the performance of the Work timekeepers, clerks, and other (except losses and damages personnel employed by Contractor, within the deductible amounts whether at the Site or in of builder's risk or other Contractor's principal or branch property insurance established office for general administration of in accordance with the Work and not specifically Paragraph 6.04), provided such included in the agreed upon losses and damages have schedule of job classifications resulted from causes other than referred to in Paragraph 13.01.6.1 the negligence of Contractor, or specifically covered by any Subcontractor, or anyone Paragraph 13.01.13.4. The payroll directly or indirectly employed costs and other compensation by any of them or for whose acts excluded here are to be considered any of them may be liable. Such Port OrchardMcCormick Woods Splash Pad Water Treatment Facility 00700-64 Standard General Conditions administrative costs covered by the b. for any Work covered by a Contractor's fee. Change Order, Change Proposal, Claim, set-off, or other 2. The cost of purchasing, renting, or adjustment in Contract Price on furnishing small tools and hand the basis of Cost of the Work, tools. Contractor's fee will be determined as follows: 3. Expenses of Contractor's principal and branch offices other than 1) When the fee for the Work Contractor's office at the Site. as a whole is a percentage of the Cost of the Work, the 4. Any part of Contractor's capital fee will automatically adjust expenses, including interest on as the Cost of the Work Contractor's capital employed for changes. the Work and charges against Contractor for delinquent 2) When the fee for the Work payments. as a whole is a fixed fee, the fee for any additions or 5. Costs due to the negligence of deletions will be Contractor, any Subcontractor, or determined in accordance anyone directly or indirectly with Paragraph 11.07.C.2. employed by any of them or for whose acts any of them may be 2. When the Work as a whole is liable, including but not limited to, performed on the basis of a the correction of defective Work, stipulated sum, or any other basis disposal of materials or equipment other than cost -plus -a -fee, then wrongly supplied, and making good Contractor's fee for any Work any damage to property. covered by a Change Order, Change Proposal, Claim, set-off, or other 6. Expenses incurred in preparing and adjustment in Contract Price on the advancing Claims. basis of Cost of the Work will be determined in accordance with 7. Other overhead or general expense Paragraph 11.07.C.2. costs of any kind and the costs of any item not specifically and expressly E. Documentation and Audit: Whenever included in Paragraph 13.01.13. the Cost of the Work for any purpose is to be determined pursuant to this D. Contractor's Fee Article 13 Contractor and pertinent Subcontractors will establish and 1. When the Work as a whole is maintain records of the costs in performed on the basis of cost-plus- accordance with generally accepted a -fee, then: accounting practices. Subject to prior a. Contractor's fee for the Work written notice, Owner will be afforded set forth in the Contract reasonable access, during normal Documents as of the Effective business hours, to all Contractor's Date of the Contract will be accounts, records, books, determined as set forth in the correspondence, instructions, drawings, receipts, vouchers, memoranda, and Agreement. similar data relating to the Cost of the Port OrchardMcCormick Woods Splash Pad Water Treatment Facility 00700-65 Standard General Conditions Work and Contractor's fee. Contractor covered by allowances, and the Contract shall preserve all such documents for a Price will be correspondingly adjusted. period of three years after the final payment by Owner. Pertinent 13.03 Unit Price Work Subcontractors will afford such access to Owner, and preserve such documents, A. Where the Contract Documents provide to the same extent required of that all or part of the Work is to be Unit Contractor. Price Work, initially the Contract Price will be deemed to include for all Unit 13.02 Allowances Price Work an amount equal to the sum of the unit price for each separately A. It is understood that Contractor has identified item of Unit Price Work times included in the Contract Price all the estimated quantity of each item as allowances so named in the Contract indicated in the Agreement. Documents and shall cause the Work so covered to be performed for such sums B. The estimated quantities of items of Unit and by such persons or entities as may Price Work are not guaranteed and are be acceptable to Owner and Engineer. solely for the purpose of comparison of Bids and determining an initial Contract B. Cash Allowances: Contractor agrees Price. Payments to Contractor for Unit that: Price Work will be based on actual quantities. 1. the cash allowances include the cost to Contractor (less any applicable C. Each unit price will be deemed to include trade discounts) of materials and an amount considered by Contractor to equipment required by the be adequate to cover Contractor's allowances to be delivered at the overhead and profit for each separately Site, and all applicable taxes; and identified item. 2. Contractor's costs for unloading and D. Engineer will determine the actual handling on the Site, labor, quantities and classifications of Unit installation, overhead, profit, and Price Work performed by Contractor. other expenses contemplated for Engineer will review with Contractor the the cash allowances have been Engineer's preliminary determinations included in the Contract Price and on such matters before rendering a not in the allowances, and no written decision thereon (by demand for additional payment for recommendation of an Application for any of the foregoing will be valid. Payment or otherwise). Engineer's written decision thereon will be final and C. Owner's Contingency Allowance: binding (except as modified by Engineer Contractor agrees that an Owner's to reflect changed factual conditions or contingency allowance, if any, is for the more accurate data) upon Owner and sole use of Owner to cover Contractor, and the final adjustment of unanticipated costs. Contract Price will be set forth in a Change Order, subject to the provisions D. Prior to final payment, an appropriate of the following paragraph. Change Order will be issued as recommended by Engineer to reflect actual amounts due Contractor for Work Port OrchardMcCormick Woods Splash Pad Water Treatment Facility 00700-66 Standard General Conditions E. Adjustments in Unit Price 1. Contractor or Owner shall be may comply with such procedures and programs as applicable. entitled to an adjustment in the unit 14.02 Tests, Inspections, and Approvals price with respect to an item of Unit Price Work if: A. Contractor shall give Engineer timely notice of readiness of the Work (or a. the quantity of the item of Unit specific parts thereof) for all required Price Work performed by inspections and tests, and shall Contractor differs materially cooperate with inspection and testing and significantly from the personnel to facilitate required estimated quantity of such item inspections and tests. indicated in the Agreement; and b. Contractor's unit costs to perform the item of Unit Price Work have changed materially and significantly as a result of the quantity change. 2. The adjustment in unit price will account for and be coordinated with any related changes in quantities of other items of Work, and in Contractor's costs to perform such other Work, such that the resulting overall change in Contract Price is equitable to Owner and Contractor. 3. Adjusted unit prices will apply to all units of that item. ARTICLE 14—TESTS CORRECTION, REMOVAL, DEFECTIVE WORK 14.01 Access to Work AND INSPECTIONS; OR ACCEPTANCE OF B. Owner shall retain and pay for the services of an independent inspector, testing laboratory, or other qualified individual or entity to perform all inspections and tests expressly required by the Contract Documents to be furnished and paid for by Owner, except that costs incurred in connection with tests or inspections of covered Work will be governed by the provisions of Paragraph 14.05. C. If Laws or Regulations of any public body having jurisdiction require any Work (or part thereof) specifically to be inspected, tested, or approved by an employee or other representative of such public body, Contractor shall assume full responsibility for arranging and obtaining such inspections, tests, or approvals, pay all costs in connection therewith, and furnish Engineer the required certificates of inspection or approval. D. Contractor shall be responsible for A. Owner, Engineer, their consultants and arranging, obtaining, and paying for all other representatives and personnel of inspections and tests required: Owner, independent testing laboratories, and authorities having 1. by the Contract Documents, unless jurisdiction have access to the Site and the Contract Documents expressly the Work at reasonable times for their allocate responsibility for a specific observation, inspection, and testing. inspection or test to Owner; Contractor shall provide them proper and safe conditions for such access and 2. to attain Owner's and Engineer's advise them of Contractor's safety acceptance of materials or procedures and programs so that they Port OrchardMcCormick Woods Splash Pad Water Treatment Facility 00700-67 Standard General Conditions equipment to be incorporated in the Work; 3. by manufacturers of equipment furnished under the Contract Documents; 4. for testing, adjusting, and balancing of mechanical, electrical, and other equipment to be incorporated into the Work; and 5. for acceptance of materials, mix designs, or equipment submitted for approval prior to Contractor's purchase thereof for incorporation in the Work. Such inspections and tests will be performed by independent inspectors, testing laboratories, or other qualified individuals or entities acceptable to Owner and Engineer. E. If the Contract Documents require the Work (or part thereof) to be approved by Owner, Engineer, or another designated individual or entity, then Contractor shall assume full responsibility for arranging and obtaining such approvals. F. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by Contractor without written concurrence of Engineer, Contractor shall, if requested by Engineer, uncover such Work for observation. Such uncovering will be at Contractor's expense unless Contractor had given Engineer timely notice of Contractor's intention to cover the same and Engineer had not acted with reasonable promptness in response to such notice. 14.03 Defective Work A. Contractor's Obligation: It is Contractor's obligation to assure that the Work is not defective. B. Engineer's Authority: Engineer has the authority to determine whether Work is defective, and to reject defective Work. C. Notice of Defects: Prompt written notice of all defective Work of which Owner or Engineer has actual knowledge will be given to Contractor. D. Correction, or Removal and Replacement: Promptly after receipt of written notice of defective Work, Contractor shall correct all such defective Work, whether or not fabricated, installed, or completed, or, if Engineer has rejected the defective Work, remove it from the Project and replace it with Work that is not defective. E. Preservation of Warranties: When correcting defective Work, Contractor shall take no action that would void or otherwise impair Owner's special warranty and guarantee, if any, on said Work. F. Costs and Damages: In addition to its correction, removal, and replacement obligations with respect to defective Work, Contractor shall pay all claims, costs, losses, and damages arising out of or relating to defective Work, including but not limited to the cost of the inspection, testing, correction, removal, replacement, or reconstruction of such defective Work, fines levied against Owner by governmental authorities because the Work is defective, and the costs of repair or replacement of work of others resulting from defective Work. Prior to final payment, if Owner and Contractor are unable to agree as to the measure of such claims, costs, losses, and damages resulting from defective Work, then Owner may impose a reasonable set-off against payments due under Article 15. Port OrchardMcCormick Woods Splash Pad Water Treatment Facility 00700-68 Standard General Conditions 14.04 Acceptance of Defective Work C. If Engineer considers it necessary or advisable that covered Work be A. If, instead of requiring correction or observed by Engineer or inspected or removal and replacement of defective tested by others, then Contractor, at Work, Owner prefers to accept it, Owner Engineer's request, shall uncover, may do so (subject, if such acceptance expose, or otherwise make available for occurs prior to final payment, to observation, inspection, or testing as Engineer's confirmation that such Engineer may require, that portion of acceptance is in general accord with the the Work in question, and provide all design intent and applicable engineering necessary labor, material, and principles, and will not endanger public equipment. safety). Contractor shall pay all claims, costs, losses, and damages attributable 1. If it is found that the uncovered to Owner's evaluation of and Work is defective, Contractor shall determination to accept such defective be responsible for all claims, costs, Work (such costs to be approved by losses, and damages arising out of or Engineer as to reasonableness), and for relating to such uncovering, the diminished value of the Work to the exposure, observation, inspection, extent not otherwise paid by Contractor. and testing, and of satisfactory If any such acceptance occurs prior to replacement or reconstruction final payment, the necessary revisions in (including but not limited to all costs the Contract Documents with respect to of repair or replacement of work of the Work will be incorporated in a others); and pending Contractor's Change Order. If the parties are unable full discharge of this responsibility to agree as to the decrease in the the Owner shall be entitled to Contract Price, reflecting the diminished impose a reasonable set-off against value of Work so accepted, then Owner payments due under Article 15. may impose a reasonable set-off against payments due under Article 15. If the 2. If the uncovered Work is not found acceptance of defective Work occurs to be defective, Contractor shall be after final payment, Contractor shall pay allowed an increase in the Contract an appropriate amount to Owner. Price or an extension of the Contract Times, directly attributable to such 14.05 Uncovering Work uncovering, exposure, observation, inspection, testing, replacement, A. Engineer has the authority to require and reconstruction. If the parties are additional inspection or testing of the unable to agree as to the amount or Work, whether or not the Work is extent thereof, then Contractor may fabricated, installed, or completed. submit a Change Proposal within 30 days of the determination that the B. If any Work is covered contrary to the Work is not defective. written request of Engineer, then Contractor shall, if requested by 14.06 Owner May Stop the Work Engineer, uncover such Work for Engineer's observation, and then A. If the Work is defective, or Contractor replace the covering, all at Contractor's fails to supply sufficient skilled workers expense. or suitable materials or equipment, or fails to perform the Work in such a way that the completed Work will conform to Port OrchardMcCormick Woods Splash Pad Water Treatment Facility 00700-69 Standard General Conditions the Contract Documents, then Owner include but not be limited to all costs of may order Contractor to stop the Work, repair, or replacement of work of others or any portion thereof, until the cause destroyed or damaged by correction, for such order has been eliminated; removal, or replacement of Contractor's however, this right of Owner to stop the defective Work. Work will not give rise to any duty on the part of Owner to exercise this right for D. Contractor shall not be allowed an the benefit of Contractor, any extension of the Contract Times because Subcontractor, any Supplier, any other of any delay in the performance of the individual or entity, or any surety for, or Work attributable to the exercise by employee or agent of any of them. Owner of Owner's rights and remedies under this Paragraph 14.07. 14.07 Owner May Correct Defective Work ARTICLE 15—PAYMENTS TO CONTRACTOR; SET- A. If Contractor fails within a reasonable OFFS; COMPLETION; CORRECTION PERIOD time after written notice from Engineer to correct defective Work, or to remove and replace defective Work as required 15.01 Progress Payments by Engineer, then Owner may, after 7 days' written notice to Contractor, A. Basis for Progress Payments: The corrector remedy any such deficiency. Schedule of Values established as provided in Article 2 will serve as the B. In exercising the rights and remedies basis for progress payments and will be under this Paragraph 14.07, Owner shall incorporated into a form of Application proceed expeditiously. In connection for Payment acceptable to Engineer. with such corrective or remedial action, Progress payments for Unit Price Work Owner may exclude Contractor from all will be based on the number of units or part of the Site, take possession of all completed during the pay period, as or part of the Work and suspend determined under the provisions of Contractor's services related thereto, Paragraph 13.03. Progress payments for and incorporate in the Work all cost -based Work will be based on Cost of materials and equipment stored at the the Work completed by Contractor Site or for which Owner has paid during the pay period. Contractor but which are stored elsewhere. Contractor shall allow B. Applications for Payments Owner, Owner's representatives, agents and employees, Owner's other 1. At least 20 days before the date contractors, and Engineer and established in the Agreement for Engineer's consultants access to the Site each progress payment (but not to enable Owner to exercise the rights more often than once a month), and remedies under this paragraph. Contractor shall submit to Engineer for review an Application for C. All claims, costs, losses, and damages Payment filled out and signed by incurred or sustained by Owner in Contractor covering the Work exercising the rights and remedies under completed as of the date of the this Paragraph 14.07 will be charged Application and accompanied by against Contractor as set -offs against such supporting documentation as is payments due under Article 15. Such required by the Contract claims, costs, losses and damages will Documents. Port OrchardMcCormick Woods Splash Pad Water Treatment Facility 00700-70 Standard General Conditions 2. If payment is requested on the basis in writing Engineer's reasons for of materials and equipment not refusing to recommend payment. In incorporated in the Work but the latter case, Contractor may delivered and suitably stored at the make the necessary corrections and Site or at another location agreed to resubmit the Application. in writing, the Application for Payment must also be accompanied 2. Engineer's recommendation of any by: (a) a bill of sale, invoice, copies of payment requested in an subcontract or purchase order Application for Payment will payments, or other documentation constitute a representation by establishing full payment by Engineer to Owner, based on Contractor for the materials and Engineer's observations of the equipment; (b) at Owner's request, executed Work as an experienced documentation warranting that and qualified design professional, Owner has received the materials and on Engineer's review of the and equipment free and clear of all Application for Payment and the Liens; and (c) evidence that the accompanying data and schedules, materials and equipment are that to the best of Engineer's covered by appropriate property knowledge, information and belief: insurance, a warehouse bond, or other arrangements to protect a. the Work has progressed to the Owner's interest therein, all of point indicated; which must be satisfactory to Owner. b. the quality of the Work is generally in accordance with the 3. Beginning with the second Contract Documents (subject to Application for Payment, each an evaluation of the Work as a Application must include an affidavit functioning whole prior to or of Contractor stating that all upon Substantial Completion, previous progress payments the results of any subsequent received by Contractor have been tests called for in the Contract applied to discharge Contractor's Documents, a final legitimate obligations associated determination of quantities and with prior Applications for Payment. classifications for Unit Price Work under Paragraph 13.03, 4. The amount of retainage with and any other qualifications respect to progress payments will be stated in the recommendation); as stipulated in the Agreement. and C. Review of Applications c. the conditions precedent to Contractor's being entitled to 1. Engineer will, within 10 days after such payment appear to have receipt of each Application for been fulfilled in so far as it is Payment, including each Engineer's responsibility to resubmittal, either indicate in observe the Work. writing a recommendation of payment and present the 3. By recommending any such Application to Owner, or return the payment Engineer will not thereby Application to Contractor indicating Port OrchardMcCormick Woods Splash Pad Water Treatment Facility 00700-71 Standard General Conditions be deemed to have represented e. to determine that title to any of that: the Work, materials, or equipment has passed to Owner a. inspections made to check the free and clear of any Liens. quality or the quantity of the Work as it has been performed S. Engineer may refuse to recommend have been exhaustive, extended the whole or any part of any to every aspect of the Work in payment if, in Engineer's opinion, it progress, or involved detailed would be incorrect to make the inspections of the Work beyond representations to Owner stated in the responsibilities specifically Paragraph 15.01.C.2. assigned to Engineer in the Contract; or 6. Engineer will recommend reductions in payment (set -offs) b. there may not be other matters necessary in Engineer's opinion to or issues between the parties protect Owner from loss because: that might entitle Contractor to be paid additionally by Owner or a. the Work is defective, requiring entitle Owner to withhold correction or replacement; payment to Contractor. b. the Contract Price has been 4. Neither Engineer's review of reduced by Change Orders; Contractor's Work for the purposes of recommending payments nor c. Owner has been required to Engineer's recommendation of any correct defective Work in payment, including final payment, accordance with will impose responsibility on Paragraph 14.07, or has Engineer: accepted defective Work pursuant to Paragraph 14.04; a. to supervise, direct, or control the Work; d. Owner has been required to remove or remediate a b. for the means, methods, Hazardous Environmental techniques, sequences, or Condition for which Contractor procedures of construction, or is responsible; or the safety precautions and programs incident thereto; e. Engineer has actual knowledge of the occurrence of any of the c. for Contractor's failure to events that would constitute a comply with Laws and default by Contractor and Regulations applicable to therefore justify termination for Contractor's performance of the cause under the Contract Work; Documents. d. to make any examination to D. Payment Becomes Due ascertain how or for what purposes Contractor has used 1. Ten days after presentation of the the money paid by Owner; or Application for Payment to Owner with Engineer's recommendation, the amount recommended (subject Port OrchardMcCormick Woods Splash Pad Water Treatment Facility 00700-72 Standard General Conditions to any Owner set -offs) will become substitutes, tests and due, and when due will be paid by inspections, or return visits to Owner to Contractor. manufacturing or assembly facilities; E. Reductions in Payment by Owner f. The Work is defective, requiring 1. In addition to any reductions in correction or replacement; payment (set -offs) recommended by Engineer, Owner is entitled to g. Owner has been required to impose a set-off against payment correct defective Work in based on any of the following: accordance with Paragraph 14.07, or has a. Claims have been made against accepted defective Work Owner based on Contractor's pursuant to Paragraph 14.04; conduct in the performance or furnishing of the Work, or h. The Contract Price has been Owner has incurred costs, reduced by Change Orders; losses, or damages resulting from Contractor's conduct in the i. An event has occurred that performance or furnishing of would constitute a default by the Work, including but not Contractor and therefore justify limited to claims, costs, losses, a termination for cause; or damages from workplace injuries, adjacent property j. Liquidated or other damages damage, non-compliance with have accrued as a result of Laws and Regulations, and Contractor's failure to achieve patent infringement; Milestones, Substantial Completion, or final completion b. Contractor has failed to take of the Work; reasonable and customary measures to avoid damage, k. Liens have been filed in delay, disruption, and connection with the Work, interference with other work at except where Contractor has or adjacent to the Site; delivered a specific bond satisfactory to Owner to secure c. Contractor has failed to provide the satisfaction and discharge of and maintain required bonds or such Liens; or insurance; I. Other items entitle Owner to a d. Owner has been required to set-off against the amount remove or remediate a recommended. Hazardous Environmental Condition for which Contractor 2. If Owner imposes any set-off against is responsible; payment, whether based on its own knowledge or on the written e. Owner has incurred extra recommendations of Engineer, charges or engineering costs Owner will give Contractor related to submittal reviews, immediate written notice (with a evaluations of proposed copy to Engineer) stating the Port OrchardMcCormick Woods Splash Pad Water Treatment Facility 00700-73 Standard General Conditions reasons for such action and the specific amount of the reduction, and promptly pay Contractor any amount remaining after deduction of the amount so withheld. Owner shall promptly pay Contractor the amount so withheld, or any adjustment thereto agreed to by Owner and Contractor, if Contractor remedies the reasons for such action. The reduction imposed will be binding on Contractor unless it duly submits a Change Proposal contesting the reduction. 3. Upon a subsequent determination that Owner's refusal of payment was not justified, the amount wrongfully withheld will be treated as an amount due as determined by Paragraph 15.01.D.1 and subject to interest as provided in the Agreement. 15.02 Contractor's Warranty of Title A. Contractor warrants and guarantees that title to all Work, materials, and equipment furnished under the Contract will pass to Owner free and clear of (1) all Liens and other title defects, and (2) all patent, licensing, copyright, or royalty obligations, no later than 7 days after the time of payment by Owner. 15.03 Substantial Completion A. When Contractor considers the entire Work ready for its intended use Contractor shall notify Owner and Engineer in writing that the entire Work is substantially complete and request that Engineer issue a certificate of Substantial Completion. Contractor shall at the same time submit to Owner and Engineer an initial draft of punch list items to be completed or corrected before final payment. B. Promptly after Contractor's notification, Owner, Contractor, and Engineer shall make an inspection of the Work to determine the status of completion. If Engineer does not consider the Work substantially complete, Engineer will notify Contractor in writing giving the reasons therefor. C. If Engineer considers the Work substantially complete, Engineer will deliver to Owner a preliminary certificate of Substantial Completion which will fix the date of Substantial Completion. Engineer shall attach to the certificate a punch list of items to be completed or corrected before final payment. Owner shall have 7 days after receipt of the preliminary certificate during which to make written objection to Engineer as to any provisions of the certificate or attached punch list. If, after considering the objections to the provisions of the preliminary certificate, Engineer concludes that the Work is not substantially complete, Engineer will, within 14 days after submission of the preliminary certificate to Owner, notify Contractor in writing that the Work is not substantially complete, stating the reasons therefor. If Owner does not object to the provisions of the certificate, or if despite consideration of Owner's objections Engineer concludes that the Work is substantially complete, then Engineer will, within said 14 days, execute and deliver to Owner and Contractor a final certificate of Substantial Completion (with a revised punch list of items to be completed or corrected) reflecting such changes from the preliminary certificate as Engineer believes justified after consideration of any objections from Owner. D. At the time of receipt of the preliminary certificate of Substantial Completion, Owner and Contractor will confer regarding Owner's use or occupancy of Port OrchardMcCormick Woods Splash Pad Water Treatment Facility 00700-74 Standard General Conditions the Work following Substantial Work, subject to the following Completion, review the builder's risk conditions: insurance policy with respect to the end of the builder's risk coverage, and 1. At any time, Owner may request in confirm the transition to coverage of the writing that Contractor permit Work under a permanent property Owner to use or occupy any such insurance policy held by Owner. Unless part of the Work that Owner Owner and Contractor agree otherwise believes to be substantially in writing, Owner shall bear complete. If and when Contractor responsibility for security, operation, agrees that such part of the Work is protection of the Work, property substantially complete, Contractor, insurance, maintenance, heat, and Owner, and Engineer will follow the utilities upon Owner's use or occupancy procedures of Paragraph 15.03.A of the Work. through 15.03.E for that part of the Work. E. After Substantial Completion the Contractor shall promptly begin work on 2. At any time, Contractor may notify the punch list of items to be completed Owner and Engineer in writing that or corrected prior to final payment. In Contractor considers any such part appropriate cases Contractor may of the Work substantially complete submit monthly Applications for and request Engineer to issue a Payment for completed punch list items, certificate of Substantial Completion following the progress payment for that part of the Work. procedures set forth above. 3. Within a reasonable time after F. Owner shall have the right to exclude either such request, Owner, Contractor from the Site after the date Contractor, and Engineer shall make of Substantial Completion subject to an inspection of that part of the allowing Contractor reasonable access Work to determine its status of to remove its property and complete or completion. If Engineer does not correct items on the punch list. consider that part of the Work to be substantially complete, Engineer will 15.04 Partial Use or Occupancy notify Owner and Contractor in writing giving the reasons therefor. A. Prior to Substantial Completion of all the If Engineer considers that part of the Work, Owner may use or occupy any Work to be substantially complete, substantially completed part of the the provisions of Paragraph 15.03 Work which has specifically been will apply with respect to identified in the Contract Documents, or certification of Substantial which Owner, Engineer, and Contractor Completion of that part of the Work agree constitutes a separately and the division of responsibility in functioning and usable part of the Work respect thereof and access thereto. that can be used by Owner for its intended purpose without significant 4. No use or occupancy or separate interference with Contractor's operation of part of the Work may performance of the remainder of the occur prior to compliance with the requirements of Paragraph 6.04 regarding builder's risk or other property insurance. Port OrchardMcCormick Woods Splash Pad Water Treatment Facility 00700-75 Standard General Conditions 15.05 Final Inspection of any Liens or other title defects, or will so pass upon A. Upon written notice from Contractor final payment. that the entire Work or an agreed portion thereof is complete, Engineer d. a list of all duly pending Change will promptly make a final inspection Proposals and Claims; and with Owner and Contractor and will notify Contractor in writing of all e. complete and legally effective particulars in which this inspection releases or waivers (satisfactory reveals that the Work, or agreed portion to Owner) of all Lien rights thereof, is incomplete or defective. arising out of the Work, and of Contractor shall immediately take such Liens filed in connection with measures as are necessary to complete the Work. such Work or remedy such deficiencies. 3. In lieu of the releases or waivers of 15.06 Final Payment Liens specified in Paragraph 15.06.A.2 and as A. Application for Payment approved by Owner, Contractor may furnish receipts or releases in full 1. After Contractor has, in the opinion and an affidavit of Contractor that: of Engineer, satisfactorily completed (a) the releases and receipts include all corrections identified during the all labor, services, material, and final inspection and has delivered, in equipment for which a Lien could be accordance with the Contract filed; and (b) all payrolls, material Documents, all maintenance and and equipment bills, and other operating instructions, schedules, indebtedness connected with the guarantees, bonds, certificates or Work for which Owner might in any other evidence of insurance, way be responsible, or which might certificates of inspection, annotated in any way result in liens or other record documents (as provided in burdens on Owner's property, have Paragraph 7.12), and other been paid or otherwise satisfied. If documents, Contractor may make any Subcontractor or Supplier fails application for final payment. to furnish such a release or receipt in full, Contractor may furnish a bond 2. The final Application for Payment or other collateral satisfactory to must be accompanied (except as Owner to indemnify Owner against previously delivered) by: any Lien, or Owner at its option may issue joint checks payable to a. all documentation called for in Contractor and specified the Contract Documents; Subcontractors and Suppliers. b. consent of the surety, if any, to B. Engineer's Review of Final Application final payment; and Recommendation of Payment: If, on the basis of Engineer's observation of c. satisfactory evidence that all the Work during construction and final title issues have been resolved inspection, and Engineer's review of the such that title to all Work, final Application for Payment and materials, and equipment has accompanying documentation as passed to Owner free and clear required by the Contract Documents, Port OrchardMcCormick Woods Splash Pad Water Treatment Facility 00700-76 Standard General Conditions Engineer is satisfied that the Work has been completed and Contractor's other obligations under the Contract have been fulfilled, Engineer will, within 10 days after receipt of the final Application for Payment, indicate in writing Engineer's recommendation of final payment and present the final Application for Payment to Owner for payment. Such recommendation will account for any set -offs against payment that are necessary in Engineer's opinion to protect Owner from loss for the reasons stated above with respect to progress payments. Otherwise, Engineer will return the Application for Payment to Contractor, indicating in writing the reasons for refusing to recommend final payment, in which case Contractor shall make the necessary corrections and resubmit the Application for Payment. C. Notice of Acceptability: In support of its recommendation of payment of the final Application for Payment, Engineer will also give written notice to Owner and Contractor that the Work is acceptable, subject to stated limitations in the notice and to the provisions of Paragraph 15.07. D. Completion of Work: The Work is complete (subject to surviving obligations) when it is ready for final payment as established by the Engineer's written recommendation of final payment and issuance of notice of the acceptability of the Work. E. Final Payment Becomes Due: Upon receipt from Engineer of the final Application for Payment and accompanying documentation, Owner shall set off against the amount recommended by Engineer for final payment any further sum to which Owner is entitled, including but not limited to set -offs for liquidated damages and set -offs allowed under the provisions of this Contract with respect to progress payments. Owner shall pay the resulting balance due to Contractor within 30 days of Owner's receipt of the final Application for Payment from Engineer. 15.07 Waiver of Claims A. By making final payment, Owner waives its claim or right to liquidated damages or other damages for late completion by Contractor, except as set forth in an outstanding Claim, appeal under the provisions of Article 17, set-off, or express reservation of rights by Owner. Owner reserves all other claims or rights after final payment. B. The acceptance of final payment by Contractor will constitute a waiver by Contractor of all claims and rights against Owner other than those pending matters that have been duly submitted as a Claim, or appealed under the provisions of Article 17. 15.08 Correction Period A. If within one year after the date of Substantial Completion (or such longer period of time as may be prescribed by the Supplementary Conditions or the terms of any applicable special guarantee required by the Contract Documents), Owner gives Contractor written notice that any Work has been found to be defective, or that Contractor's repair of any damages to the Site or adjacent areas has been found to be defective, then after receipt of such notice of defect Contractor shall promptly, without cost to Owner and in accordance with Owner's written instructions: 1. correct the defective repairs to the Site or such adjacent areas; Port OrchardMcCormick Woods Splash Pad Water Treatment Facility 00700-77 Standard General Conditions 2. correct such defective Work; 3. remove the defective Work from the Project and replace it with Work that is not defective, if the defective Work has been rejected by Owner, and 4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work of others, or to other land or areas resulting from the corrective measures. B. Owner shall give any such notice of defect within 60 days of the discovery that such Work or repairs is defective. If such notice is given within such 60 days but after the end of the correction period, the notice will be deemed a notice of defective Work under Paragraph 7.17.B. C. If, after receipt of a notice of defect within 60 days and within the correction period, Contractor does not promptly comply with the terms of Owner's written instructions, or in an emergency where delay would cause serious risk of loss or damage, Owner may have the defective Work corrected or repaired or may have the rejected Work removed and replaced. Contractor shall pay all costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or repair or such removal and replacement (including but not limited to all costs of repair or replacement of work of others). Contractor's failure to pay such costs, losses, and damages within 10 days of invoice from Owner will be deemed the start of an event giving rise to a Claim under Paragraph 12.01.13, such that any related Claim must be brought within 30 days of the failure to pay. D. In special circumstances where a particular item of equipment is placed in continuous service before Substantial Completion of all the Work, the correction period for that item may start to run from an earlier date if so provided in the Specifications. E. Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this paragraph, the correction period hereunder with respect to such Work will be extended for an additional period of one year after such correction or removal and replacement has been satisfactorily completed. F. Contractor's obligations under this paragraph are in addition to all other obligations and warranties. The provisions of this paragraph are not to be construed as a substitute for, or a waiver of, the provisions of any applicable statute of limitation or repose. ARTICLE 16—SUSPENSION OF WORK AND TERMINATION 16.01 Owner May Suspend Work A. At any time and without cause, Owner may suspend the Work or any portion thereof for a period of not more than 90 consecutive days by written notice to Contractor and Engineer. Such notice will fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. Contractor shall be entitled to an adjustment in the Contract Price or an extension of the Contract Times directly attributable to any such suspension. Any Change Port OrchardMcCormick Woods Splash Pad Water Treatment Facility 00700-78 Standard General Conditions Proposal seeking such adjustments must Owner has terminated the Contract for be submitted no later than 30 days after cause, Owner may exclude Contractor the date fixed for resumption of Work. from the Site, take possession of the Work, incorporate in the Work all 16.02 Owner May Terminate for Cause materials and equipment stored at the Site or for which Owner has paid A. The occurrence of any one or more of Contractor but which are stored the following events will constitute a elsewhere, and complete the Work as default by Contractor and justify Owner may deem expedient. termination for cause: D. Owner may not proceed with 1. Contractor's persistent failure to termination of the Contract under perform the Work in accordance Paragraph 16.02.13 if Contractor within 7 with the Contract Documents days of receipt of notice of intent to (including, but not limited to, failure terminate begins to correct its failure to to supply sufficient skilled workers perform and proceeds diligently to cure or suitable materials or equipment, such failure. or failure to adhere to the Progress Schedule); E. If Owner proceeds as provided in Paragraph 16.02.13, Contractor shall not 2. Failure of Contractor to perform or be entitled to receive any further otherwise to comply with a material payment until the Work is completed. If term of the Contract Documents; the unpaid balance of the Contract Price exceeds the cost to complete the Work, 3. Contractor's disregard of Laws or including all related claims, costs, losses, Regulations of any public body and damages (including but not limited having jurisdiction; or to all fees and charges of engineers, architects, attorneys, and other 4. Contractor's repeated disregard of professionals) sustained by Owner, such the authority of Owner or Engineer. excess will be paid to Contractor. If the B. If one or more of the events identified in cost to complete the Work including Paragraph 16.02.A occurs, then after such related claims, costs, losses, and giving Contractor (and any surety) 10 damages exceeds such unpaid balance, days' written notice that Owner is Contractor shall pay the difference to considering a declaration that Owner. Such claims, costs, losses, and Contractor is in default and termination damages incurred by Owner will be of the Contract, Owner may proceed to: reviewed by Engineer as to their reasonableness and, when so approved 1. declare Contractor to be in default, by Engineer, incorporated in a Change and give Contractor (and any surety) Order. When exercising any rights or written notice that the Contract is remedies under this paragraph, Owner terminated; and shall not be required to obtain the lowest price for the Work performed. 2. enforce the rights available to Owner under any applicable performance bond. C. Subject to the terms and operation of any applicable performance bond, if F. Where Contractor's services have been so terminated by Owner, the termination will not affect any rights or remedies of Owner against Contractor then existing or which may thereafter Port OrchardMcCormick Woods Splash Pad Water Treatment Facility 00700-79 Standard General Conditions accrue, or any rights or remedies of B. Contractor shall not be paid for any loss Owner against Contractor or any surety of anticipated profits or revenue, post - under any payment bond or termination overhead costs, or other performance bond. Any retention or economic loss arising out of or resulting payment of money due Contractor by from such termination. Owner will not release Contractor from liability. 16.04 Contractor May Stop Work or Terminate G. If and to the extent that Contractor has A. If, through no act or fault of Contractor, provided a performance bond under the (1) the Work is suspended for more than provisions of Paragraph 6.01.A, the 90 consecutive days by Owner or under provisions of that bond will govern over an order of court or other public any inconsistent provisions of authority, or (2) Engineer fails to act on Paragraphs 16.02.13 and 16.02.D. any Application for Payment within 30 days after it is submitted, or (3) Owner 16.03 Owner May Terminate for Convenience fails for 30 days to pay Contractor any sum finally determined to be due, then A. Upon 7 days' written notice to Contractor may, upon 7 days' written Contractor and Engineer, Owner may, notice to Owner and Engineer, and without cause and without prejudice to provided Owner or Engineer do not any other right or remedy of Owner, remedy such suspension or failure terminate the Contract. In such case, within that time, terminate the contract Contractor shall be paid for (without and recover from Owner payment on duplication of any items): the same terms as provided in Paragraph 16.03. 1. completed and acceptable Work executed in accordance with the B. In lieu of terminating the Contract and Contract Documents prior to the without prejudice to any other right or effective date of termination, remedy, if Engineer has failed to act on including fair and reasonable sums an Application for Payment within 30 for overhead and profit on such days after it is submitted, or Owner has Work; failed for 30 days to pay Contractor any sum finally determined to be due, 2. expenses sustained prior to the Contractor may, 7 days after written effective date of termination in notice to Owner and Engineer, stop the performing services and furnishing Work until payment is made of all such labor, materials, or equipment as amounts due Contractor, including required by the Contract Documents interest thereon. The provisions of this in connection with uncompleted paragraph are not intended to preclude Work, plus fair and reasonable sums Contractor from submitting a Change for overhead and profit on such Proposal for an adjustment in Contract expenses; and Price or Contract Times or otherwise for expenses or damage directly 3. other reasonable expenses directly attributable to Contractor's stopping the attributable to termination, Work as permitted by this paragraph. including costs incurred to prepare a termination for convenience cost proposal. Port OrchardMcCormick Woods Splash Pad Water Treatment Facility 00700-80 Standard General Conditions ARTICLE 17—FINAL RESOLUTION OF DISPUTES 17.01 Methods and Procedures A. Disputes Subject to Final Resolution: The following disputed matters are subject to final resolution under the provisions of this article: 1. A timely appeal of an approval in part and denial in part of a Claim, or of a denial in full, pursuant to Article 12; and 2. Disputes between Owner and Contractor concerning the Work, or obligations under the Contract Documents, that arise after final payment has been made. B. Final Resolution of Disputes: For any dispute subject to resolution under this article, Owner or Contractor may: 1. elect in writing to invoke the dispute resolution process provided for in the Supplementary Conditions; 2. agree with the other party to submit the dispute to another dispute resolution process; or 3. if no dispute resolution process is provided for in the Supplementary Conditions or mutually agreed to, give written notice to the other party of the intent to submit the dispute to a court of competent jurisdiction. ARTICLE 18—MISCELLANEOUS 18.01 Giving Notice A. Whenever any provision of the Contract requires the giving of written notice to Owner, Engineer, or Contractor, it will be deemed to have been validly given only if delivered: 1. in person, by a commercial courier service or otherwise, to the recipient's place of business; 2. by registered or certified mail, postage prepaid, to the recipient's place of business; or 3. by e-mail to the recipient, with the words "Formal Notice" or similar in the e-mail's subject line. 18.02 Computation of Times A. When any period of time is referred to in the Contract by days, it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday by the law of the applicable jurisdiction, such day will be omitted from the computation. 18.03 Cumulative Remedies A. The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the Contract. The provisions of this paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply. 18.04 Limitation of Damages A. With respect to any and all Change Proposals, Claims, disputes subject to Port OrchardMcCormick Woods Splash Pad Water Treatment Facility 00700-81 Standard General Conditions final resolution, and other matters at issue, neither Owner nor Engineer, nor any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors, shall be liable to Contractor for any claims, costs, losses, or damages sustained by Contractor on or in connection with any other project or anticipated project. 18.05 No Waiver A. A party's non -enforcement of any provision will not constitute a waiver of that provision, nor will it affect the enforceability of that provision or of the remainder of this Contract. 18.06 Survival of Obligations A. All representations, indemnifications, warranties, and guarantees made in, required by, or given in accordance with the Contract, as well as all continuing obligations indicated in the Contract, will survive final payment, completion, and acceptance of the Work or termination of the Contract or of the services of Contractor. 18.07 Controlling Law A. This Contract is to be governed by the law of the state in which the Project is located. 18.08 Assignment of Contract A. Unless expressly agreed to elsewhere in the Contract, no assignment by a party to this Contract of any rights under or interests in the Contract will be binding on the other party without the written consent of the party sought to be bound; and, specifically but without limitation, money that may become due and money that is due may not be assigned without such consent (except to the extent that the effect of this restriction may be limited by law), and unless specifically stated to the contrary in any written consent to an assignment, no assignment will release or discharge the assignor from any duty or responsibility under the Contract. 18.09 Successors and Assigns A. Owner and Contractor each binds itself, its successors, assigns, and legal representatives to the other party hereto, its successors, assigns, and legal representatives in respect to all covenants, agreements, and obligations contained in the Contract Documents. 18.10 Headings A. Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions. Port OrchardMcCormick Woods Splash Pad Water Treatment Facility 00700-82 Standard General Conditions SECTION 00800 SUPPLEMENTARY CONDITIONS PART 1- GENERAL 1.1 Additions, Deletions and Revisions The following supplements shall modify, change, delete from, and/or add to the "Standard General Conditions of the Construction Contract". Where any article, paragraph, or subparagraph in the General Conditions is supplemented by one of the following paragraphs, the provisions of such article, paragraph or subparagraph shall remain in effect and the supplementary provisions shall be considered as added thereto. Where any article, paragraph or subparagraph in the General Conditions is amended, voided, or superseded by any of the following paragraphs, the provisions of such article, paragraph or subparagraph so amended, voided, or superseded shall remain in effect. A. Article 1— Definitions 1. Contract Time: Amend paragraph defining "Contract Time" to read as follows: Contract time shall be the time period commencing on the date of issuance of "Notice to Proceed" and concluding after expiration of the dates specified in the Contract Documents by the Contractor for the satisfactory completion of the work. 2. Owner: Amend paragraph defining "Owner' to read as follows: Whenever the word "Owner' is used in the Contract Documents, it shall be understood to be the City of Port Orchard, WA and duly authorized representatives thereof. 3. Engineer: Amend paragraph defining "Engineer' to read as follows: Whenever the word "Engineer" is used in the Contract Documents, it shall be understood that Murraysmith, Inc, and duly authorized representative thereof. B. Article 2 — Preliminary Matters 1. SC 2.8: Pre -Construction Conference: Add new paragraphs immediately after Paragraph 2.8 of the General Conditions which are to read as follows: Port Orchard McCormick Woods Splash Pad Water Treatment Facility 00800-1 Supplementary Conditions 2.8.1 A pre -construction conference shall be held as soon as possible after Award of Contract and before Work is started. The conference will be held at a location selected by Owner. The conference will be attended by: a. Contractor's Office Representative b. Contractor's Resident Superintendent c. Any Subcontractor's or Supplier's representatives whom Contractor may desire to invite or Engineer may request d. Engineer's Representatives e. Owner's Representatives f. Local Utilities Representatives 2.8.2 A suggested format would include, but not be limited to the following subjects: a. Presentation of a proposed construction schedule by Contractor. b. Check of required bonds and insurance certifications prior to notice to proceed. c. Chain of command, direction of correspondence, and coordinating responsibility between Contractor. C. Article 5 — Bonds and Insurance 1. SC 5.2: Add the following language at the end of Paragraph 5.2 of the General Conditions. In addition, no further progress payments under the Agreement will be made by Owner until Contractor complies with the provisions of this Article. 2. SC 5.3: Contractor's Liability Insurance The Contractor agrees that he will before the time of beginning work hereunder, take out and keep in force at all times for the duration of all work agreed to be done hereunder, policies of insurance with minimum limits as required under this Article with an insurerapproved bythe [Owner]. This insurance shall cover all operations under this Contract, whether such operations be by himself or by any subcontractor or materialmen or anyone directly employed by them. 3. SC 5.3.1: The Contractor shall in all respects comply with any and all statutes and ordinances which impose any duty or obligation upon either the Contractor or the [Owner] with respect to the performance of any part of the work hereby undertaken by the Contractor and the Contractor agrees to do and perform any and all acts required by any statutes or ordinances to be performed Port Orchard McCormick Woods Splash Pad Water Treatment Facility 00800-2 Supplementary Conditions by either the Contractor or the [Owner] with respect to such work. The Contractor hereby agrees to hold the [Owner] its employees, agents and Murraysmith, Inc. harmless and to indemnify them against and to reimburse them for any loss, damage, costs or expenses, together with reasonable attorney's fees, which they might or may incur by reason of failure of the Contractor to observe and comply with any and all such statutes and ordinances. 4. SC 5.3.2: The Contractor shall also indemnify and hold harmless the [Owner] and agents and Murraysmith, Inc. from and against any and all claims and demands whatsoever, including cost, litigation expenses, counsel fees and liabilities incurred in connection therewith, arising out of injury to, or death of, any person or persons whatsoever, or damage to property of any kind by whomsoever owned, caused in whole or in part by the acts or omissions of the Contractor any Subcontractor, the Contractor's materialmen, or any other person directly or indirectly employed by them, or any of them, while engaged in the performance of the work or any activity associated therewith or relative thereto. 5. Applicable to All Policies All policies shall be written with insurance companies licensed to do business in the State of Washington and having a rating of not less than A VI, according to the latest edition of the A.M. Best Co. Certificate of insurance evidencing the required coverages shall be submitted to the Owner and Engineer prior to commencing work on the project. 6. Liability Insurance The limits of liability for the liability insurance required shall provide coverages for not less than the following amounts or greater where required by law and coverages shall be as follows: a. Workers Compensation i. State: Statutory ii. Applicable Federal: Statutory iii. Employer's Liability Bodily Injury by Accident (each accident) $500,000 Bodily Injury by Disease (policy limit) $500,000 Bodily Injury by Disease (each employee) $100,000 b. Commercial General Liability (including Premises -Operations; Independent Contractors' Protection; Products and Completed Operations, Broad Form Property Damage): i. Bodily Injury/Property Damage/Personal Injury (Combined Single Limit per Occurrence): $1,000,000 Port Orchard McCormick Woods Splash Pad Water Treatment Facility 00800-3 Supplementary Conditions ii. Property Damage liability insurance will provide Explosion, Collapse and Underground coverages C. Comprehensive Automobile Damage i. Bodily Injury/Property Damage (Combined Single Limit per Accident): $1,000,000 d. Additional liability coverage for Owner and Engineer will be provided: i. By endorsement as additional insureds on Contractor's General Liability policy. ii. Contractor's general liability carrier shall issue a separate Protective Liability policy covering Owner and Engineer. (Combined Single Limit): $1,000,000 e. Umbrella Liability Insurance in Contractor's name with Owner and Engineer as additional insureds — (Limit): $1,000,000 f. The deductible on the Contractor's Insurance Policy (as outlined above) will not exceed $5,000.00. g. ALL INSURANCE COVERAGE LIMITS PROVIDED THE VILLAGE (OWNER) ARE ON A PER LOCATION AGGREGATE LIMIT BASIS. h. All insurance provided to the Village (Owner) is primary and non- contributory with any insurance or self-insurance program maintained by the Village (Owner). i. The Contractor's insurance policies are to be endorsed to the (Owner) and at least 30 days advanced notice will be given to the (Owner) of cancellation, material reduction of insurance or non - renewal. 7. Property Insurance a. Property insurance to the full insurable value of the work will be provided by the Contractor. b. Such coverage shall be written on an "All Risk" Completed Value form. C. The deductible under this policy shall be the responsibility of the Contractor. d. The Named Insureds shall include the Owner and Engineer. D. Article 6 — Contractor's Responsibilities 1. SC 6.7.3: Substitutions: Comply with Section 01600 of the Specifications for specific methods of requesting approval of substitutions. 2. SC 6.19: Add the following language at the end of paragraph 6.19 of the General Conditions: Port Orchard McCormick Woods Splash Pad Water Treatment Facility 00800-4 Supplementary Conditions The Contractor shall also be responsible for maintaining a marked set of drawings showing all deviations in line and grade, additions, and/or deletions to the scope of work. All items and dimensions shall be specifically marked. The ends of all services shall be referenced to the front lot corners. The Contractor shall furnish the Owner with complete set of Record Drawings upon completion of the work. 3. SC 6.8.3: Add a new subparagraph immediately after Subparagraph 6.8.2 of the General Conditions which is to read as follows: Contractor shall not award Work to Subcontractor(s) in excess of 10% of the Contract Price without prior written approval of Owner. 4. SC 6.23: Submittals: Comply with Section 01300 of the Specifications for detailed requirements for submitting Shop Drawings, Samples, Operator's Instructions, Service and Parts Manuals. E. Article 14 — Payments to Contractor and Completion 1. Payments: Payments to the Contractor shall be made on the basis of monthly estimates equal to 90 percent of the value of the work completed and approved by the Engineer including materials and equipment delivered to the job, until the project is substantially complete. When the work is substantially complete, the retainage may be reduced to five percent of all the additional work satisfactorily completed. Provided that the Contractor is making satisfactory progress, and there is no specific cause for greater withholding. 2. Pay Request Submittals shall Include: a. Transmittal Form b. Pay Request Form EJCDC 190-8-E c. Schedule of Valves d. An updated construction schedule e. Current photographs of construction site f. Current payroll certification g. Current waivers of lien h. Contractor's Affidavit 3. After Substantial Completion, including Start-up, the withheld amount may be further reduced, below five percent, to that amount necessary to assure completion. 4. Waivers of Lien: Provide the Owner with all waivers of lien prior to receipt of any payments for work completed. PART 2 - PRODUCTS Not Used Port Orchard McCormick Woods Splash Pad Water Treatment Facility 00800-5 Supplementary Conditions PART 3 — EXECUTION Not Used END OF SECTION Port Orchard McCormick Woods Splash Pad Water Treatment Facility 00800-6 Supplementary Conditions SECTION 01110 SUMMARY OF PROJECT PART1— GENERAL 1.1 Section Includes: Project Summary; Outline of Work covered by Contract Documents. 1.2 General Conditions: Duties and responsibilities of the Construction Manager and other parties. 1.3 Project Summary — Work covered by Contract Documents includes the following major items plus additional work not mentioned below but specified elsewhere in the Contract Documents: The project was originally designed by Land Expressions and modified by Murraysmith as a result of a value Engineering project completed for the City of Port Orchard. Elements of the original design have been maintained in the revised design including the building structure, site work, and electrical panel design. The treatment system has been modified along with associated piping, fittings and controls. The project includes the construction of the treatment facilities: The project includes: a new package pump station and treatment building, which will treat water recycled from the existing McCormick Woods Splash Pad. Work is shown on the drawings and described in the specifications but, in part, includes: • Construct a 20'4" x 11' building • Furnish and install one duplex package grinder pump station • Furnish and install one booster pump • Furnish and install one media filter • Furnish and install six hydro pneumatic tanks • Furnish and install one sodium hypochlorite (chlorine solution) feed system, • Furnish and install one peracetic acid (pH adjustment solution) feed system, • Furnish and install piping • Relocated the existing solenoid valve control system • Furnish and install electrical equipment, • Furnish and install landscaping and fencing, • Furnish and install a new solenoid control panel • Furnish and install sitework. PART 2 - PRODUCTS Not Used PART 3- EXECUTION Not Used END OF SECTION Port OrchardMcCormick Woods Splash Pad Water Treatment Facility 01010-1 Summary of Project SECTION 01027 APPLICATION FOR PAYMENT PART 1— GENERAL 1.1 Section Includes Procedures for preparation and submittal of Applications for Payment. 1.2 Related Sections A. Document 00501 — Agreement: Contract Sum/Price B. Document 00700 — General Conditions: Progress Payments and Final Payment C. Document 01028 —Change Order Procedures: Procedures for changes to the Work D. Section 01300 —Submittals: Submittal procedures E. Section 01700 — Contract Closeout: Final Payment. 1.3 Format A. EJCDC 1910-8-E — Application for Payment including continuation sheets when required. B. For each item, provide a column for listing: Item Number, Description of work; Scheduled Value, Previous Applications: Work in Place under this Application: Authorized Change Orders; Total Completed to Date of Application; Percentage of Completion; Balance to Finish; and Retainage. 1.4 Preparation of Applications A. Present required information in typewritten form or on electronic media printout. B. Execute certification by signature of authorized officer. C. Use data from approved Schedule of Values. Provide dollar value in each column for each line item for portion of work performed. D. List each authorized Change Order as an extension on continuation sheet, listing Change Order number and dollar amount as for an original item of Work. E. Prepare Application for Final Payment as specified in Section 01700. 1.5 Submittal Procedures A. Submit three copies of each Application for Payment. B. Submit an updated construction schedule and construction photographs with each Application for Payment. C. Payment Period: Submit at intervals stipulated in the Agreement. D. Submit under transmittal letter specified in Section 01300. E. Submit all current waivers. Port OrchardMcCormick Woods Splash Pad Water Treatment Facility 01027-1 Application for Payment 1.6 Substantiating Data A. When Architect/Engineer requires substantiating information, submit data justifying dollar amounts in question. B. Provide one copy of data with cover letter for each copy of submittal. Show Application number and date and line item by number and description. PART 2 — PRODUCTS Not Used I�_1:i�C��:1��1��[�1►1 3.1 Sample Pay Request A sample pay request is shown on the following page: Port OrchardMcCormick Woods Splash Pad Water Treatment Facility 01027-2 Application for Payment SWORN STATEMENT FOR CONTRACTOR TO OWNER PAY REQUEST NO. Contractor: Contract Date: Pay Request Date: For Period Ending: Contracted for: [Owner] — McCormick Woods Splash Pad Water Treatment Facility Amount of Pay Request: The affiant, (Name) , being duly sworn, on oath deposes and says that he is the (Title) of (Company) I that he has contracted with the City of Port Orchard, WA, Owner for the McCormick Woods Splash Pad Water Treatment Facility, on the following described premises in Kitsap County, to -wit: Port Orchard, WA, Kitsap County That, for the purpose of said contract, the following persons have been contracted with, and have furnished, or are furnishing and preparing materials for, and have done or are doing labor on said improvement. That there is due and to become due them, respectively, the amounts set opposite their names for materials or labor as stated. That this statement is a full, true, and complete statement of all such persons, the amounts paid and the amounts due or to become due to each. STATEMENT OF WORK Original Contract Price Net Change Orders Work Deducted from Contract Current Contract Price Work to be Done Work to Date Amount Retained (10%) Subtotal Previous Payments Amount Due This Payment It is understood that the total amount paid to date plus the amount requested in this application shall not exceed 90% of the cost of work completed to date. I agree to furnish Waivers of Lien for all materials under my contract when demanded. Name, Title Port OrchardMcCormick Woods Splash Pad Water Treatment Facility 01027-3 Application for Payment Organization ATTESTED BY NOTARY PUBLIC Subscribed and sworn to before me this day of 2021. (notary seal) Notary Public My commission expires on END OF SECTION Port OrchardMcCormick Woods Splash Pad Water Treatment Facility 01027-4 Application for Payment SECTION 01028 CHANGE ORDER PROCEDURES I VTI 13 0me] a►1iI y_\I 1.1 Section Includes A. Submittals B. Documentation of change in Contract Sum/Price and Contract Time C. Change procedures D. Construction Change Directive E. Stipulated Price change order F. Unit price change order G. Time and material change order H. Execution of change orders I. Correlation of Contractor submittals 1.2 Related Sections A. Document 00501— Agreement Forms: Monetary values of established Unit Prices. B. Document 00700 — General Conditions: Governing requirements for changes in Work, in Contract Sum/Price, and Contract Time. C. Document 00800 — Supplementary Conditions: Percentage allowances for Contractor's overhead and profit. D. Section 01027 —Applications for Payment: Payment applications. E. Section 01300 —Submittals: Work Schedule F. Section 01600 — Material and Equipment: Product options and substitutions. G. Section 01700 — Contract Closeout: Project Record Documents. 1.3 Submittals A. Submit name of the individual authorized to receive change documents, and be responsible for informing others in Contractor's employ or Subcontractors of changes to the Work. B. Change Order Forms: EJCDC 1910-8-B Change Order. 1.4 Documentation of Change in Sum/Price and Contract Time A. The contract price or time may be changed only by a change order. When negotiations are required, they shall be conducted in accordance with this Section as well as the General Conditions. B. Maintain detailed records of work done on a time and material basis. Provide full information required for evaluation of proposed changes, and to substantiate costs of changes in the Work. Port Orchard McCormick Woods Splash Pad Water Treatment Facility 01028-1 Change Order Procedures C. Document each quotation for a change in cost or time with sufficient data to allow evaluation of the quotation. D. On request, provide additional data to support computations: 1. Quantities of products, labor, and equipment 2. Taxes, insurance and bonds 3. Overhead and profit 4. Justification for any change in Contract Time 5. Credit for deletions from Contract, similarly documented E. Support each claim for additional costs, and for work done on a time and material basis, with additional information: 1. Origin and date of claim 2. Dates and times work was performed, and by whom 3. Time records and wage rates paid 4. Invoices and receipts for products, equipment and subcontracts, similarly documented. F. For each change order the contractor shall submit the loan recipient for review sufficient cost and pricing data to enable the loan recipient to ascertain the necessity and reasonableness of costs and amounts proposed, and the allowability and eligibility of costs proposed. 1.5 Change Procedures A. The Engineer will advise of minor changes in the Work not involving an adjustment to Contract Sum/Price or Contract Time as authorized by EJCDC 1910-B Paragraph 9.5 by issuing supplemental instructions. B. The Engineer may issue a Proposal Request which includes a detailed description of a proposed change with supplementary or revised Drawings and specifications, a change in Contract Time for executing the change (with a stipulation of any overtime worked required). Contractor will prepare and submit an estimate within 5 days. C. The Contractor may propose a change by submitting a request for change to the Engineer, describing the proposed change and its full effect on the Work, with a statement describing the reason for the change, and the effect on the Contract Sum/Price and Contract Time with full documentation and a statement describing the effect on Work by separate or other contractors. 1.6 Construction Change Directive A. Engineer may issue a document, signed by the Owner, instructing the Port Orchard McCormick Woods Splash Pad Water Treatment Facility 01028-2 Change Order Procedures Contractor to proceed with a change in the Work, for subsequent inclusion in a Change Order. B. Document will describe changes in the Work, and will designate method of determining any change in Contract Sum/Price or Contract Time. C. Promptly execute the change in Work. 1.7 Stipulated Price Change Order Based on Proposal Request and Contractor's price quotation or Contractor's request for a Change Order as approved by Engineer. 1.8 Unit Price Change Order A. For pre -determined unit prices and quantities, the Change Order will be executed on a fixed unit price basis. B. For unit costs or quantities of units of work which are not pre -determined, execute Work under a Construction Change Directive. C. Changes in Contract Sum/Price or Contract Time will be computed as specified for Time and Material Change Order. 1.9 Time and Material Change Order A. Submit itemized account and supporting data after completion of change, within time limits indicated in the Conditions of the Contract. B. Engineer will determine the change allowable in Contract Sum/Price and Contract Time as provided in the Contract Documents. C. Maintain detailed records of work done on Time and Material basis. D. Provide full information required for evaluation of proposed changes, and to substantiate costs for changes in the Work. 1.10 Execution of Change Orders Engineer will issue Change Orders for signatures of parties as provided in the Conditions of the Contract. 1.11 Correlation of Contractor Submittals Port Orchard McCormick Woods Splash Pad Water Treatment Facility 01028-3 Change Order Procedures A. Promptly revise Schedule of Values and Application for Payment forms to record each authorized Change Order as a separate line item and adjust the Contract Sum/Price. B. Promptly revise progress schedules to reflect any change in Contract Time, revise sub -schedules to adjust time for other items of work affected by the change, and resubmit. C. Promptly enter changes in Project Record Documents. PART 2 — PRODUCTS Not Used. PART 3 — EXUECTION Not Used. END OF SECTION Port Orchard McCormick Woods Splash Pad Water Treatment Facility 01028-4 Change Order Procedures SECTION 01030 ALTERNATES PART 1— GENERAL 1.1 Section Includes: A. Submission procedures B. Documentation of changes to Contract Sum/Price and Contract Time 1.2 Related Sections A. Document 00100 — Instructions to Bidders B. Document 00501— Agreement Form C. Section 01300 —Submittals D. Section 01600 — Material and Equipment 1.3 Requirements A. Submit Alternates with full description of the proposed Alternate and the effect on adjacent or related structures and components. B. Alternates quoted on Bid Forms will be reviewed and accepted or rejected at Owner's option. Accepted Alternates will be identified in the Owner -Contractor Agreement. C. Coordinate related work and modify surrounding work to integrate the Work of each Alternate. 1.4 Selection and Award of Alternatives A. Indicate variation of Bid Price for Alternates which requests a "difference" in Bid Price by a deduction from the base bid price. B. Bid may be evaluated on base bid price. After determination of preferred bidder, consideration will be given to Alternate and Bid Price adjustments. PART 2 — PRODUCTS - Not Used PART 3 — EXECUCTION - Not Used END OF SECTION Port OrchardMcCormick Woods Splash Pad Water Treatment Facility 01030-1 Alternates SECTION 01300 SUBMITTALS I�_1:iriQel�►1�:L11 1.1 Section Includes A. Submittal Procedures B. Construction Progress Schedules C. Proposed Products List D. Shop Drawings E. Product Data F. Samples G. Manufacturer's Instructions H. Manufacturer's Certificates I. Construction Photographs 1.2 Related Sections A. Section 01400 — Quality Control: Manufacturer's field services and reports B. Section 01700 — Contract Closeout: Contract closeout submittals C. Section 01730 — Operation and Maintenance Data D. Section 01740 —Warranties and Bonds 1.3 Submittal Procedures A. Transmit each submittal with AIA Form G810. B. Sequentially number the transmittal forms. Resubmittals to have original number with an alphabetic suffix. C. Identify Project, Contractor, Subcontractor or supplier; pertinent Drawing sheet and detail number(s) and specification Section number, as appropriate. D. Apply Contractor's stamp, signed or initialed certifying that review, 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. F. Schedule submittals to expedite the Project and deliver to Engineer at lee.odell@murraysmith.us and the City at jbrown@cityofportorchard.us G. Coordinate submission of related items. F. Identify variations from Contract Documents and Product or system limitations which may be detrimental to successful performance of the completed Work. Port Orchard McCormick Woods Splash Pad Water Treatment Facility 01300-1 Submittals G. Revise and resubmit submittals as required, identify all changes made since previous submittal. H. Distribute copies of reviewed submittals to concerned parties. Instruct parties to promptly report any inability to comply with provisions. 1.4 Construction Progress Schedules A. Submit initial progress schedule in duplicate within 15 days after date of Owner -Contractor Agreement for Engineer review. B. Revise and resubmit as required by Engineer. C. Submit revised schedules with each Application for Payment, identifying changes since previous version. D. Submit a horizontal bar chart with separate line for each major section of Work or Operation, identifying first work day of each week. E. Show complete sequence of construction by activity, identifying Work of separate stages and other logically grouped activities. Indicate the early and late start, early and late finish, float dates and duration. F. Indicate estimated percentage of completion for each item of Work at each submission. G. Indicate submittal dates required for shop drawings, product data, samples and product delivery dates, including those furnished by Owner and under Allowances. 1.5 Proposed Products List A. Within 15 days after date of Owner -Contractor Agreement, submit complete list of major products proposed for use, with name of manufacturer, trade name and model number of each product. B. For products specified only by reference standards, give manufacturer, trade name, model or catalog designation and reference standards. 1.6 Shop Drawings A. Submit the number of opaque reproductions which Contractor requires, plus four copies which will be retained by Engineer. Port Orchard McCormick Woods Splash Pad Water Treatment Facility 01300-2 Submittals B. After review, reproduce and distribute in accordance with Article on Procedures above and for Record Documents described in Section 01700- Contract Closeout. 1.7 Product Data A. Submit the number of copies which the Contractor requires, plus four copies which will be retained by the Engineer. B. Mark each copy to identify applicable products, models, options, and other data. Supplement manufacturer's standard data to provide information unique to this Project. C. After review, distribute in accordance with Article on Procedures above and provide copies for Record Documents described in Section 01700 — Contract Closeout. 1.8 Samples A. Submit samples to illustrate functional and aesthetic characteristics of the Product, with integral parts and attachment devices. Coordinate sample submittals for interfacing work. B. Submit samples of finishes from the full range of manufacturers' standard colors, textures, and patterns for Engineer's selection. C. Include identification on each sample, with full Project information. D. Submit the number of samples specified in individual specifications Sections; one of which will be retained by Engineer. E. Reviewed samples which may be used in the Work are indicated in individual specification Sections. 1.9 Manufacturer's Instructions A. When specified in individual specification Sections, submit manufacturers' printed instructions for delivery, storage, assembly, installation, start-up, adjusting and finishing, in quantities specified for Product Data. B. Identify conflicts between manufacturers' instructions and Contract Documents. 1.10 Manufacturer's Certificates Port Orchard McCormick Woods Splash Pad Water Treatment Facility 01300-3 Submittals A. When specified in individual specification Sections, submit manufacturers' certificate to Engineer for review, in quantities specified for Product Data. B. Indicate material or product conforms to or exceeds specified requirements. Submit supporting reference data, affidavits, and certifications as appropriate. C. Certificates may be recent or previous test results on material or Product, but must be acceptable to Engineer. 1.11 Schedule of submittals • Engineer may require further documentation or submittals on items not listed. • All equipment referenced by model or manufacturer on the drawings • All pumps, piping materials, tanks, filters, valves • All electrical equipment PART 2 — PRODUCTS Not Used PART 3 — EXECUTION Not Used END OF SECTION Port Orchard McCormick Woods Splash Pad Water Treatment Facility 01300-4 Submittals SECTION 01400 QUALITY CONTROL PART 1— GENERAL 1.1 Section Includes A. Quality Assurance and Control of Installation B. References C. Field Samples D. Mock-up E. Inspection and Testing Laboratory Services F. Manufacturer's Field Services and Reports 1.2 Related Sections A. Section 01090 — Reference Standards B. Section 01300—Submittals: Submission of Manufacturers' Instructions and Certificates. C. Section 01600 — Material and Equipment: Requirements for material and product quality. 1.3 Quality Assurance/Control of Installation A. Monitor quality control over suppliers, manufacturers, products, services, site conditions, and workmanship to produce Work of specified quality. B. Comply fully with manufacturers' instructions, including each step in sequence. C. Should manufacturers' instructions conflict with Contract Documents, request clarification from Engineer before proceeding. D. Comply with specified standards as a minimum quality for the Work except when more stringent tolerances, codes, or specified requirements indicate higher standards or more precise workmanship. E. Perform work by persons qualified to produce workmanship of specified quality. F. Secure Products in place with positive anchorage devices designed and sized to withstand stresses, vibration, physical distortion or disfigurement. Port Orchard McCormick Woods Splash Pad Water Treatment Facility 01400-1 Quality Control 1.4 References A. Conform to reference standard by date of issue current on date of Contract Documents. B. Obtain copies of standards when required by Contract Documents. C. Should specified reference standards conflict with Contract Documents, request clarification for Engineer before proceeding. D. The contractual relationship of the parties to the Contract shall not be altered from the Contract Documents by mention or inference otherwise in any reference document. 1.5 Manufacturer's Field Services and Reports A. Submit qualifications of observerto Engineer 30 days in advance of required observations. Observer subject to approval of Engineer. B. When specified in individual specification Sections, require material or Product suppliers or manufacturers to provide qualified stall personnel to observe site conditions, conditions of surfaces and installation, quality of workmanship, start-up of equipment, test, adjust and balance of equipment as applicable, and to initial instructions when necessary. C. Individuals to report observations and site decisions or instructions given to applicators or installers that are supplemental or contrary to manufacturers' written instructions. D. Submit report in duplicate within 10 days of observation to Engineer for review. PART 2 — PRODUCTS Not Used PART 3 — EXECUTION Not Used END OF SECTION Port Orchard McCormick Woods Splash Pad Water Treatment Facility 01400-2 Quality Control SECTION 01500 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS I�_1:i�i�e1�►1�:�_\� 1.1 Section Includes A. Temporary Utilities: Electricity, lighting, heat, air conditioning, ventilation telephone service, water, and sanitary facilities. B. Temporary Controls: Barriers, enclosures and fencing, protection of the Work and water control. C. Construction Facilities: Access roads, parking, progress cleaning, project signage and temporary buildings. 1.2 Related Sections Section 01700 — Contract Closeout: Final cleaning 1.3 Temporary Electricity A. Provide and pay for power service required from the Batavia Electric Department. B. Power Service Characteristics: 120-240 volt, 100 ampere, single phase. C. Provide power outlets for construction operations, with branch wiring and distribution boxes located as required. Provide flexible power cords as required. D. Provide main service disconnect/overcurrent protection at convenient location. E. Permanent convenience receptacles may be utilized during construction. F. Provide adequate distribution equipment, wiring, and outlets to provide single phase branch circuits for power and lighting. 1.4 Temporary Lighting A. Provide and maintain incandescent lighting for construction operations to achieve a minimum lighting level of 2 watt/sq.ft. B. Provide branch wiring from power source to distribution boxes with lighting conductors, pigtails, and lamps as required. C. Maintain lighting and provide routine repairs. Port Orchard McCormick Woods Splash Pad Water Treatment Facility 01500-1 Construction Facilities and Temporary Controls D. Permanent building lighting may be utilized during construction. 1.5 Temporary Heat A. Provide and pay for heat devices and heat as required to maintain specified conditions for construction operations. B. Prior to operation of permanent equipment for temporary heating purposes, verify that installation is approved for operation, equipment is lubricated and filters are in place. Provide and pay for operation, maintenance, and regular replacement of filters and worn or consumed parts. C. Maintain minimum ambient temperature of 50 degrees F in areas where construction is in progress, unless indicated otherwise in specifications. 1.6 Temporary Ventilation Ventilate enclosed areas to assist cure of materials, to dissipate humidity, and to prevent accumulation of dust, fumes, vapors or gases. 1.7 Telephone Services Provide, maintain and pay for telephone service to field office and Engineer's field office at time of project mobilization. 1.8 Temporary Water Services Provide bottled water for drinking 1.9 Temporary Sanitary Facilities Provide and maintain required facilities and enclosures 1.10 Barriers A. Provide barriers to prevent unauthorized entry to construction areas and to protect existing facilities and adjacent properties from damage from construction operations. B. Provide barricades and covered walkways required by governing authorities for public rights -of -way and for public access to existing building. C. Provide protection for plant life designated to remain. Replace damaged plant life. Port Orchard McCormick Woods Splash Pad Water Treatment Facility 01500-2 Construction Facilities and Temporary Controls D. Protect non -owned vehicular traffic, stored materials, site and structures from damage. 1.11 Fencing Construction: Contractor's option 1.12 Water Control A. Grade site to drain. Maintain excavations free of water. Provide, operate, and maintain pumping equipment. B. Protect site from puddling or running water. Provide water barriers as required to protect site from soil erosion. 1.13 Exterior Enclosures Provide temporary weather -tight closure of exterior openings to accommodate acceptable working conditions and protection for Products, to allow for temporary heating and maintenance of required ambient temperatures identified in individual specification Sections, and to prevent entry of unauthorized persons. Provide access doors with self - closing hardware and locks. 1.14 Protection of Installed Work A. Protect installed Work and provide special protection where specified in individual specifications Sections. B. Provide temporary and removable protection for installed Products. Control activity in immediate work area to minimize damage. C. Provide protective coverings at walls, projections, jambs, sills, and soffits of openings. D. Protect finished floors, stairs and other surfaces from traffic, dirt, wear, damage, or movement of heavy objects, by protecting with durable sheet materials. E. Prohibit traffic or storage upon waterproofed or roofed surfaces. If traffic or activity is necessary, obtain recommendations for protection from waterproofing or roofing material manufacturer. F. Prohibit traffic from landscaped areas. 1.15 Access Road Port Orchard McCormick Woods Splash Pad Water Treatment Facility 01500-3 Construction Facilities and Temporary Controls A. Construct and maintain temporary roads accessing public thoroughfares to serve construction areas. B. Extend and relocate as Work progress requires. Provide detours necessary for unimpeded traffic flow. C. Provide and maintain access to fire hydrants, free of obstructions. 1.16 Parking A. Construct temporary gravel surface parking areas to accommodate construction personnel. B. When site space is not adequate, provide additional off -site parking. C. Do not allow vehicle parking on existing pavement. D. Designate one parking space for the Owner and Engineer 1.17 Progress Cleaning A. Maintain areas free of waste materials, debris and rubbish. Maintain site in a clean and orderly condition. B. Remove debris and rubbish from pipe chases, plenums, attics, crawl spaces, and other closed or remote spaces, prior to enclosing the space. C. Broom and vacuum clean interior areas prior to start of surface finishing and continue cleaning to eliminate dust. D. Remove waste materials, debris and rubbish from site periodically and dispose off -site. 1.18 Project Identification No signs are allowed except those required by law. 1.19 Removal of Utilities, Facilities and Controls A. Removal temporary above grade or buried utilities, equipment, facilities, materials prior to Final Application for Payment inspection. B. Remove underground installations to a minimum depth of 2 feet. Grade site as indicated. Port Orchard McCormick Woods Splash Pad Water Treatment Facility 01500-4 Construction Facilities and Temporary Controls C. Clean and repair damage caused by installation or use of temporary work. D. Restore existing facilities used during construction to original condition. Restore permanent facilities used during construction to specified condition. PART 2 — PRODUCTS - Not Used PART 3 — EXECUTION - Not Used END OF SECTION Port Orchard McCormick Woods Splash Pad Water Treatment Facility 01500-5 Construction Facilities and Temporary Controls SECTION 01600 MATERIAL AND EQUIPMENT IJ_\:i��e1�►1�:L1� 1.1 Section Includes A. Products B. Transportation C. Storage and Protection D. Product Options E. Substitutions 1.2 Related Sections A. Document 00100 — Instructions to Bidders: Product options and substitution procedures B. Section 01400 — Quality Control: Product quality monitoring 1.3 Products A. Products: Means new material, machinery, components, equipment, fixtures and systems forming the Work. Does not include machinery and equipment used for preparation, fabrication, conveying and erection of the Work. Products may also include existing materials or components required for reuse. B. Do not use materials and equipment removed from existing premises, except as specifically permitted by the Contract Documents. C. Provide interchangeable components of the same manufacturer for similar components. 1.4 Transportation and Handling A. Transportation and handle products in accordance with manufacturer's instructions. B. Promptly inspect shipments to assure that products comply with requirements, quantities are correct and products are undamaged. C. Provide equipment and personnel to handle products by methods to prevent soiling, disfigurement or damage. 1.5 Storage and Protection Port OrchardMcCormick Woods Splash Pad Water Treatment Facility 01600-1 Material and Equipment A. Store and protect products in accordance with manufacturer's instructions, with seals and labels intact and legible. Store sensitive products in weather -tight, climate controlled enclosures. B. For exterior storage of fabricated products, place on sloped supports, above ground. C. Provide off -site storage and protection when site does not permit on -site storage or protection. D. Cover products subject to deterioration with impervious sheet covering. Provide ventilation to avoid condensation. E. Store loose granular materials on solid flat surfaces in a well -drained area. Provide mixing with foreign matter. F. Provide equipment and personnel to store products by methods to prevent soiling, disfigurement or damage. G. Arrange storage of products to permit access for inspection. Periodically inspect to assure products are undamaged and are maintained under specified conditions. 1.6 Product Options A. Products Specified by Reference Standards or by Description Only: Any product meeting those standards or description. B. Products Specified by Naming One or More Manufacturers: Products of manufacturers named and meeting specifications, no options or substitutions allowed. C. Products Specified by Naming One or More Manufacturers with a Provision for Substitutions: Submit a request for substitution for any manufacturer not named. 1.7 Substitutions A. Engineer will consider requests for Substitutions only within 15 days after date of Owner -Contractor Agreement. B. Substitutions may be considered when a product becomes unavailable through no fault of the Contractor. Port OrchardMcCormick Woods Splash Pad Water Treatment Facility 01600-2 Material and Equipment C. Document each request with complete data substantiating compliance of proposed Substitution with Contract Documents. D. A request constitutes a representation that the Contractor: 1. Has investigated proposed product and determined that it meets or exceeds the quality level of the specified product. 2. Will provide the same warranty for the Substitution as for the specified product. 3. Will coordinate installation and make changes to other Work which may be required for the Work to be complete with no additional cost to Owner. 4. Waives claims for additional costs or time extension which may subsequently become apparent. 5. Will reimburse Owner for review or redesign services associated with re -approval by authorities. E. Substitutions will not be considered when they are indicated or implied on shop drawing or product data submittals, without separate written request, or when acceptance will require revision to the Contract Documents. F. Substitution Submittal Procedure: 1. Submit three copies of request for Substitution for consideration. Limit each request to one proposed Substitution. 2. Submit shop drawings, product data and certified test results attesting to the proposed product equivalence. 3. The Engineer will notify Contractor, in writing, of decision to accept or reject request. END OF SECTION Port OrchardMcCormick Woods Splash Pad Water Treatment Facility 01600-3 Material and Equipment SECTION 01650 STARTING OF SYSTEMS I�_1:i�i�el�►1�:�_\I 1.1 Section Includes: A. Starting Systems B. Demonstration and Instructions C. Testing, Adjusting and Balancing 1.2 Related Sections A. Section 01400 — Quality Control: Manufacturers field report B. Section 01700 — Contract Closeout: System operation and maintenance data and extra materials. 1.3 Starting Systems A. Coordinate schedule for start-up of various equipment and systems. B. Notify Engineer 10 days prior to start-up of each item. C. Verify that each piece of equipment or system has been checked for proper lubrication, drive rotation, belt tension, control sequence, or other conditions which may cause damage. D. Verify that tests, meter readings, and specified electrical characteristics agree with those required by the equipment or system manufacturer. E. Verify wiring and support components for equipment are complete and tested. F. Execute start-up under supervision of responsible manufacturer's representative in accordance with manufacturers' instructions. G. When specified in individual specification Sections, require manufacturer to provide authorized representative to be present at site to inspect, check and approve equipment or system installation prior to start-up and to supervise placing equipment or system in operation. H. Submit a written report in accordance with Section 01400 that equipment or system has been properly installed and is functioning correctly. 1.4 Demonstration and Instructions Port OrchardMcCormick Woods Splash Pad Water Treatment Facility 01650-1 Starting of Systems A. Demonstrate operation and maintenance of Products to Owner's personnel 1 week prior to date of final inspection. B. Demonstrate project equipment, instruct in a classroom environment located at plant and instructed by a manufacturers' representative who is knowledgeable about the Project. C. Utilize operation and maintenance manuals as basis for instruction. Review contents of manual with Owners' personnel in detail to explain all aspects of operation and maintenance. D. Demonstrate start-up, operation, control, adjustment, trouble -shooting, servicing, maintenance and shutdown of each item of equipment at agreed -upon times, at designated location. E. Prepare and insert additional data in operations and maintenance manuals when need for additional data becomes apparent during instruction. F. The amount of time required for instruction on each item of equipment and system is specified in individual sections. PART 2 — PRODUCTS Not Used PART 3 — EXECUTION Not Used END OF SECTION Port OrchardMcCormick Woods Splash Pad Water Treatment Facility 01650-2 Starting of Systems SECTION 01700 CONTRACT CLOSEOUT I VTI 13 0me] a►1iI y_\I 1.1 Section Includes A. Close-out Procedures B. Final Cleaning C. Adjusting D. Project Record Documents E. Operation and Maintenance Data F. Warranties G. Spare Parts and Maintenance Materials 1.2 Related Sections A. Section 01650 — Starting of Systems: System start-up, testing, adjusting, and balancing. B. Section 01730—Operation and Maintenance Data C. Section 01740 — Warranties and Bonds 1.3 Closeout Procedures A. Submit written certification that Contract Documents have been reviewed, Work has been inspected and that Work is complete in accordance with Contract Documents and ready for Engineer's inspection. B. Provide submittals to Engineer that are required by governing or other authorities. C. Submit final Application for Payment identifying total adjusted Contract Sum, previous payments, and sum remaining due. 1.4 Final Cleaning A. Execute final cleaning prior to final inspection. B. Clean debris site and drainage systems. C. Clean each building. D. Clean site, sweep paved areas, rake clean landscaped surfaces. E. Remove waste and surplus materials, rubbish and construction facilities from the site. 1.5 Adjusting —Adjust all frames on structures. 1.6 Project Record Documents Port OrchardMcCormick Woods Splash Pad Water Treatment Facility 01700-1 Contract Closeouts A. Maintain on site, one set of the following record documents; record actual revisions to the Work 1. Contract Drawings 2. Specifications 3. Addenda 4. Change Orders and other Modifications to the Contract 5. Reviewed shop drawings, product data and samples B. Store Record Documents separate from documents used for construction. C. Record information concurrent with construction progress. D. Specifications: Legibly mark and record at each Product section description of actual Products installed, including the following: 1. Manufacturer's name and product model and number. 2. Product substitutions or alternate utilized. 3. Changes made by Addenda and Modification. E. Record Documents and Shop Drawings: Legibly mark each item to record actual construction including: 1. Measured depths of foundations in relation to finish first floor datum. 2. Measured horizontal and vertical locations of underground utilities and appurtenances, referenced to permanent surface improvements. 3. Measured locations of internal utilities and appurtenances concealed in construction, referenced to visible and accessible features of the Work. 4. Field changes of dimension and detail. 5. Submit documents to Engineer with claim for final Application for Payment. 1.7 Operation and Maintenance Data A. Submit two sets prior to final inspection, bound in 8-1/2 x 11 inch (216 x 279 mm) text pages, three D side ring capacity expansion binders with durable plastic covers. B. Prepare binder covers with printed title "OPERATION AND MAINTENANCE INSTRUCTIONS", title of project, and subject matter of binder when multiple binders are required. C. Internally subdivide the binder contents with permanent page dividers, logically organized as described below; the tab titling clearly printed under reinforced laminated plastic tabs. D. Contents: Prepare a Table of Contents for each volume, with each Product or system description identified, type on 30 pound white paper. Port OrchardMcCormick Woods Splash Pad Water Treatment Facility 01700-2 Contract Closeouts E. Part 1: Directory, listing names, addresses, and telephone numbers of Engineer, Contractor, Subcontractors and major equipment suppliers. F. Part 2: Operation and maintenance instructions, arranged by system process flow and subdivided by specification section. For each category, identify names, addresses and telephone numbers of Subcontractors and suppliers. Identify the following: 1. Significant design criteria 2. List of equipment 3. Parts list for each component 4. Operating instructions 5. Maintenance instructions for equipment and systems. 6. Maintenance instructions for special finishes, including recommended cleaning methods and materials and special precautions identifying detrimental agents. G. Part 3: Project documents and certificates, including the following: 1. Shop drawings and product data. 2. Air and water balance reports. 3. Certificates 4. Photocopies of warranties and bonds. H. Submit one copy of completed volumes in final form 15 days prior to final inspection. This copy will be returned after final inspection, with Engineer comments. Revised content of documents are required prior to final submittal. Submit final volumes revised, within ten days after final inspection. 1.8 Warranties A. Provide duplicate notarized copies B. Execute and assemble documents from Subcontractors, suppliers and manufacturers. C. Provide Table of Contents and assemble in three D side ring binder with durable plastic cover. D. Submit prior to final Application for Payment. E. For items for Work delayed beyond date of Substantial Completion, provide updated submittal within ten days after acceptance, listing date of acceptance as start of warranty period. F. Contractor shall give owner a 1-year warrantee on all work to start upon final acceptance. 1.9 Spare Parts and Maintenance Materials A. Provide products, spare parts, maintenance and extra materials in quantities specified in individual specification Sections. B. Deliver to and place in location as directed; obtain receipt prior to final payment. Port OrchardMcCormick Woods Splash Pad Water Treatment Facility 01700-3 Contract Closeouts PART 2 - PRODUCTS Not Used PART 3 — EXEUCTION Not Used END OF SECTION Port OrchardMcCormick Woods Splash Pad Water Treatment Facility 01700-4 Contract Closeouts SECTION 01730 OPERATION AND MAINTENANCE DATA I�_1:i�i�e1�►1�:�_\� 1.1 Section Includes A. Format and Content of Manuals. B. Instruction of Owner's Personnel. C. Schedule of Submittals. 1.2 Related Sections A. Section 01300 —Submittals: Submittals procedures B. Section 01400 — Quality Control: Manufacturer's instructions C. Section 01600 — Material and Equipment: Systems demonstration D. Section 01700 — Contract Close-out E. Section 01740 —Warranties and Bonds F. Individual Specifications Sections: Specific requirements for operation and maintenance data. 1.3 Quality Assurance Prepare instructions and data by personnel experienced in maintenance and operation of described products. 1.4 Format A. Prepare data in the form of an instructional manual. B. Binders: Commercial quality, 8-1/2 x 11 inch (219 x 279 mm) three-ring binders with hardback, cleanable plastic covers. When multiple binders are used, correlate data into related consistent groupings. C. Cover: Identify each binder with typed or printed title OPERATION AND MAINTENANCE INSTRUCTIONS; list title of Project. D. Arrange content by process flow under section numbers and sequence of Table of Contents of this Project Manual. E. Provide tabbed fly leaf for each separate product and system, with typed description of product and major component parts of equipment. F. Text: Manufacturer's printed data, or typewritten data on 30 pound paper. G. Drawings: Provide with reinforced punched binder tab. Bind in with text; fold larger drawings to size of text pages. 1.5 Contents, Each Volume Port OrchardMcCormick Woods Splash Pad Water Treatment Facility 01730-1 Operation and Maintenance Data A. Table of Contents: Provide title of Project; names, addresses and telephone numbers of Engineer, subconsultants and Contractor with name of responsible parties; schedule of products and systems, indexed to content of the volume. B. For Each Product or System: List names, address and telephone numbers of Subcontractors and suppliers, including local source of supplies and replacement parts. C. Product Data: Mark each sheet to clearly identify specific products and component parts, and data applicable to installation. Delete inapplicable information. D. Drawings: Supplement product data to illustrate relations of component parts of equipment and systems to show control and flow diagrams. (Do not use Project Record Documents as maintenance drawings). E. Type Text: As required to supplement product data. Provide logical sequence of instructions for each procedure, incorporating manufacturer's instructions specified in Section 01400. F. Warranties and Bonds: As specified in Section 01740. 1.6 Manual for Materials and Finishes A. Building Products, Applied Materials and Finishes: Include product data, with catalog number, size, composition and color and texture designations. Provide information for re -ordering customer manufactured products. B. Instructions for Care and Maintenance: Include manufacturer's recommendations for cleaning agents and methods, precautions against detrimental agents and methods, and recommended schedule for cleaning and maintenance. C. Moisture Protection and Weather Exposed Products: Include product data listing applicable reference standards, chemical composition and details of installation. Provide recommendations for inspections, maintenance and repair. D. Additional Requirements: As specified in individual product specification Sections. E. Provide a listing in Table of Contents for design data, with tabbed fly sheet and space for insertion of data. 1.7 Manual for Equipment and Systems A. Each Item of Equipment and Each System: Include description of unit or system and component parts. Identify function, normal operating characteristics, and limiting conditions. Include performance curves, with engineering data and tests and complete nomenclature and commercial number of replaceable parts. B. Panelboard Circuit Directories: Provide electrical service characteristics, controls and communications. C. Include color coded wiring diagrams as installed. D. Operating Procedures: Include start-up, break-in and routine normal operating instructions and sequences. Include regulation, control, stopping, shut - Port OrchardMcCormick Woods Splash Pad Water Treatment Facility 01730-2 Operation and Maintenance Data down and emergency instructions. Include summer, winter and any special operating instructions. E. Maintenance Requirements: Include routine procedures and guide for troubleshooting; disassembly, repair and reassembly instructions; and alignment, adjust, balancing and checking instructions. F. Provide servicing and lubrication schedule and list of lubricants required. G. Include manufacturer's printed operation and maintenance instructions. H. Include sequence of operation by controls manufacturer. I. Provide original manufacturer's parts list, illustrations, assembly drawings and diagrams required for maintenance. J. Provide control diagrams by controls manufacturer as installed. K. Provide Contractor's coordination drawings with color coded piping diagrams as installed. L. Provide charts of valve tag numbers, with location and function of each valve, keyed to flow and control diagrams. M. Provide list of original manufacturer's spare parts, current prices and recommended quantities to be maintained in storage. N. Include test and balancing reports as specified in Section 01400. O. Additional Requirements: As specified in individual product specification Sections. P. Provide a listing in Table of Contents for design data with tabbed fly sheet and space for insertion of data. 1.8 Instruction of Owner Personnel A. Before final inspection, instruct Owner's designated personnel in operation, adjustment, and maintenance of products, equipment, and systems, at agreed upon times. B. Use operation and maintenance manuals as basis for instruction. Review contents of manual with personnel in detail to explain all aspects of operation and maintenance. C. Prepare and insert additional data in Operation and Maintenance Manual when need for such data becomes apparent during instruction. 1.9 Submittals A. Submit two copies of preliminary draft or proposed formats and outlines of contents before start of Work. Engineer will review draft and return one copy with comments. B. For equipment, or component parts of equipment put into service during construction and operated by Owner, submit documents within ten days after acceptance. C. Submit one copy of completed volumes in final form 15 days prior to final inspection. Copy will be returned after final inspection, with Engineer comments. Revise content of documents a required prior to final submittal. Port OrchardMcCormick Woods Splash Pad Water Treatment Facility 01730-3 Operation and Maintenance Data D. Submit 4 copies of revised volumes of data in final form within ten days after final inspection. PART 2 - PRODUCTS Not Used PART 3 — EXECUTION Not Used END OF SECTION Port OrchardMcCormick Woods Splash Pad Water Treatment Facility 01730-4 Operation and Maintenance Data SECTION 01740 WARRANTIES AND BONDS I�_1:i�i�e1�►1�:�_\� 1.1 Section Includes A. Preparation and submittal. B. Time and schedule of submittals. 1.2 Related Sections A. Section 00100 — Instructions to Bidders: Bid Bonds. B. General Conditions: Performance Bond and Labor and Material Payment Bonds, Warranty and Correction of Work C. Section 01700 — Contract close-out: Contract close-out procedures. D. Section 01730 — Operation and Maintenance Data. E. Individual Specifications Sections: Warranties required for specific products or Work. 1.3 Form of Submittals A. Bind in commercial quality, 8-1/2 x 11 inch (216 - 279 mm) three-ring side binders with hardback, cleanable, plastic covers. B. Label cover of each binder with typed or printed title WARRANTIES AND BONDS, with title of Project; name, address and telephone number of Contractor and equipment supplier; and name of responsible principal. C. Table of Contents: Neatly typed, in the sequence of the Table of Contents of the Project Manual, with each item identified with the number and title of the specification Section in which specified, and the name of the product or work item. D. Separate each warranty or bond with index tab sheets keyed to the Table of Contents listing. Provide full information, using separate typed sheets as necessary. List Subcontractor, supplier, and manufacturer, with name, address and telephone number of responsible principal. 1.4 Preparation of Submittals A. Obtain warranties and bonds, executed in duplicate by responsible Subcontractors, suppliers, and manufacturers, within 10 days after completion of the applicable item or work. Except for items put into use with the owner's permission, leave date of beginning of time of warranty until the Date of Substantial Completion is determined. B. Verify that documents are in proper form, contain full information, and are notarized. Port OrchardMcCormick Woods Splash Pad Water Treatment Facility 01740-1 Warranties and Bonds C. Co -execute submittals when required. D. Retain warranties and bonds until time specified for submittal. 1.5 Time of Submittals A. For equipment or component of equipment put into service during construction with Owner's permission, submit documents within 10 days after acceptance. B. Make other submittals within 10 days after Date of Substantial Completion, prior to final Application for Payment. C. For items of Work when acceptance is delayed beyond Date of Substantial Completion, submit within 10 days after acceptance, listing the date of acceptance as the beginning of the warranty period. 1.6 WARRANTEES A. Contractor shall provide to Owner a one-year non -conditional warrantee on all work to begin upon final acceptance. B. Product warrantees are required as follows, but may be added to if owner deems necessary. Building materials and roofing Electrical equipment All pumps Hydro pneumatic tanks Media Filter PART 2 — PRODUCTS Not Used PART 3 — EXECUTION Not Used END OF SECTION Port OrchardMcCormick Woods Splash Pad Water Treatment Facility 01740-2 Warranties and Bonds ►0 . CONTRACT DRAWINGS Rev 1129118 by SEC City of Port Orchard McCormick Village Park Splash Pad Treatment Facility Installation, Project # PW2022-008, Contract #C075-22 LD-67 Contract Documents ORCHARD MCCORMICK VILLAGE PARK SPLASH PAD RETROFIT JAN ARY 2022 INDEX OF DRAWINGS GENERAL # CV.01 G1.0 G2.0 C1.0 C1.1 A1.0 L1.0 L2.0 L4.1 L4.2 L4.3 L4.4 E-1 E-2 E-3 E-4 E-5 E-6 S0.00 S0.01 S1.00 S4.00 S4.01 COVER SHEET EXISTING AS -BUILT PLAN EXISTING CONDITIONS TESC PLAN TESC DETAILS MECHANICAL BUILDING DEMOLITION PLAN SCHEMATIC PIPING PLAN DETAILS WATER TREATMENT WATER TREATMENT DETAILS GRINDER PUMP DETAILS ELECTRICAL GENERAL NOTES AND ABBREVIATIONS ELECTRICAL SYMBOLS LEGEND AND STANDARD DETAILS ELECTRICAL ONE LINE DIAGRAM AND PANEL SCHEDULE ELECTRICAL SITE PLAN ELECTRICAL BUILDING POWER AND LIGHTING PLAN ELECTRICAL CIRCUIT SCHEDULE STRUCTURAL NOTES STRUCTURAL NOTES STRUCTURAL PLANS STRUCTURAL DETAILS STRUCTURAL DETAILS OVERHEAD SERVICE ALERT ONE -CALL NUMBER 811 CALL TWO BUSINESS DAYS BEFORE YOU OVERHEAD ,V UNDERGROUND SERVICE ALERT ONE -CALL NUMBER 811 CALL TWO BUSINESS DAYS BEFORE YOU DIG GENERAL NOTES 1. CONTRACTOR SHALL HAVE BEEN IN BUSINESS UNDER THE SAME NAME THE LAST 5 CONTINUOUS YEARS AND SHALL PROVIDE A MINIMUM OR 3 CONSTRUCTION PROJECTS WHICH ARE SIMILAR IN TYPE, SIZE, AND SCOPE OR WORK REQUIRED FOR THIS PROJECT. 2. THE SCOPE OR WORK FOR THIS PROJECT CONSTITUTES AS PUBLIC WORK UNDER STATE LAW BIDDERS SHOULD TAKE INTO CONSIDERATION STATUTORY LEGAL REQUIREMENTS, PARTICULARLY, THE PAYMENT OR PREVAILING WAGES, PAYMENT/PERFORMANCE BONDS AND SALES TAX IMPLICATIONS IN MAKING THEIR BID. 3. CONTRACTOR IS RESPONSIBLE FOR VERIFYING CONDITIONS IN THE FIELD PRIOR TO BID SUBMISSION. ANY DISCREPANCIES BETWEEN FIELD CONDITIONS AND PROJECT INTENT/CONTRACT DOCUMENTS AFFECTING THE COST OR THE PROJECT SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE IMMEDIATELY. 4. IT IS THE RESPONSIBILITY OR THE CONTRACTOR TO LOCATE ALL UTILITIES PRIOR TO CONSTRUCTION COST OR LOCATES IS THE SOLE RESPONSIBILITY OR THE CONTRACTOR. 5. OWNER IS RESPONSIBLE FOR OBTAINING ALL PERMITS. 6. THESE CONSTRUCTION DOCUMENTS ARE NOT COMPLETE UNLESS ACCOMPANIED BY THE PROJECT MANUAL, SPECIFICATIONS, AND BID FORM PROVIDED BY THE CITY OR PORT ORCHARD THAT CONFORM TO WASHINGTON STATE REGULATIONS. 7. CONTRACTOR IS RESPONSIBLE FOR INCIDENTAL TRAFFIC CONTROL MEASURES AS REQUIRED IN ACCORDANCE WITH THE MANUAL ON TRAFFIC CONTROL DEVICES (MUTCD) AND WASHINGTON STATE MODIFICATIONS TO THE MUTCD. 8. AREAS DISTURBED OR DAMAGED BY CONSTRUCTION ACTIVITIES SHALL BE CONSTRUCTED OR RESTORED TO ORIGINAL CONDITIONS OR BETTER. THE CONTRACTOR IS RESPONSIBLE FOR DOCUMENTING CONDITIONS PRIOR TO CONSTRUCTION ACTIVITIES AND ANY DAMAGES THAT MAY OCCUR. 9. OWNER WILL FURNISH COMPACTION & MATERIAL TESTING. IF CONTRACTOR RAILS TESTING, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADDITIONAL TESTING UNTIL COMPACTION AND MATERIALS MEET SPECIFICATION. :9W. fig, o 1 � LOCATION MAP DESIGN MODIFIED BY: LEE H/ ODELL, PE MURRAYSMITH, INC PHONE: 971-285-7926 EMAIL: LEE.ODELL@MURRAYSMITH.US ELECTRICAL: INDUSTRIAL SYSTEMS STRUCTURAL: JACKOLA AnnRFgq- 3201 SW OLD CLIFTON ROAD PORT ORCHARD, WA 98367 n\NNFR CITY OF PORT ORCHARD 216 PROSPECT STREET PORT ORCHARD, WA 98366 00-0000.000 �--I X O X w m T: o U r-' z O w O = 2: w x X x X J 0 z z z X 0 w x Lu > w Q �n w Q cl� U = a O z o o v Q Lu � � 2 O wN O O = O = � w .. N w ��za u Q= F c F w F_ mao ~ > O _ g =Hz0 F- pwz o LL-zF- w J Q U 0 a a � a C J0� aW 00 Z M Lu 0 3 LL 1.4 J J�= W O w / V00 Lu ~Na > O M V ce O V V N O N P4N Q D Q r, w a - O O N O N N O M N U w r1 O a U J U) O M N z LLLL U Y z d 00 N N O N 00 O CD " N N O M i N / a-+ N / a 4-J U) V, C L Q) C 0) C Lu a) Z, ra ru _C U L O L. a N N O M rl N Ln U N O a XI a / v' ?L rK?i ' fib R IML'VE LFl S'L'AL1�i m IaG WI�V� " ppolm" T mWGm3A0 rKLW cf�w�Ic�E ��'iRY 1 .r."a ou #� KAY *lEA .1hpm"WrqlW i'lomm i' ptcnYE TwA�T 1'IL�,M[ Lam. Comm VENT Wr.�� Comm b xN3r2dr DWCP m PFRWT 'Pu AT IN" L cp r K)l POK mmmu 00024^Att mom r GbwrL m ftbowwrb PIN Eri�iEwdly km4kj*4wt. Rm 94r E K WJ0 b IL 0 W FAD F4 i bWd Wm� W E FAA j �.PLASM NO OWNMln t r 40E WATUI � MYLTtlr11�'�f91 " oe r FRE F Air IPATut rp L r Q�ppr 11 NEW KR - .* pm RWAN. FPOW51'�1>A1�'L�'I�F�NYA� UW @Lftolb# ro Fl" POWNT AM , to6W s& Loa ON1*$Ir NO& . , Ono ffillrWrI931TIATIr5 G+Q[K" MIT __j LmLmlEl hare. _ i Tl: MAU= L"W% PFOWTfIM CI W 6F rum u1' c OF WAU 490 WCO O:A. AIRM M1 "tM A Q=Nff AMMTE T1�LT LII�,FT *aAN is C l 1ft i Fl�Ci T7 M Ff *=MTBT 9=m Lit mown 'rft MR &,We= ID E IM 4 041, 'W woo � .� � _ _ IMG m ONGA" cowmoum 1 .GLOM" � Ear ON oft OF R,I�I m= kOW Ml IM.T�_ Imo' C A *& ONO M !1 0W ON � ILLS ILLFC1111t L IhE `G � A? L CCAtkQ%, 9ft9W LIT'Orrl'. " 'EMA"ron IF AWy Nq Oft PNXTYFL TW DIALu K p4rommW Rm UDW.r4 AIEruk L W rot �41� LQI�T�L � r1OMff MWr,� IIM.,I cWJIR T4 Woom"1omeD E.iC Ai 1 LE Flo"1' x r M" I IONVAVrLnc3 OF V=TW UFLPXL TFE COWTNACT13R 19U E DAM 0WlLrrG4 *0 FM PALI WdMQ OR NLMA ORMF sns RLf rs W4AAGU,+ rLff : JWU E Km ff T1; ONTRActok f" L`IFD vftr 1 ml V+IWtor VILE m _ j OF pm Chown Na 074RMjcnc% 9*4 W 1W ti A" T+# 0imm i �t�I L�A4'T1r:�E _ EIE�T Cs�IIAIrr AJ L.=Tft Cf VIUFF.AVa RA WAWW J10WJKft � DDT EMILII O EL�i"M U E Cpmpm CTTW� 9' �s PARILI 7M EAR# � 01hWUPff OF �nm IlNIK �srAT1dI mu of r4 +►A=L rftCF _ rm �� '� � mumm I III P t F9'I'n{--EI hip, L E 1 'no LM WW L4AmIiJL FOL iL11�mCILaI "TO ROM AMU" Qmwu �, � .. � S,1146cavc � f II i rMOL .i _ '� _ P ■ SFr �: S W L PA Mac W* ATO* S7CE rout ac Fa v" i mow #'F DO AA Vie? 'I UK 0= Arry hs%A"vW dip camp ._. r FEN SAiAI7A" lIL1ME -■ W'IM W "Lam, Woad u' �I,IIl.�LlEAM�EIN1} McCORMICK VILLAGE PARK �ms rrtM � E7 T co" cr »I7 OW -MAID ��Lwlfi► � ORCHARD an tp r 1lME OEM ■mm Wpm 1t.K_R +X 1 SWUM UTILITY PLAN SOUTH E rif W 4 � ' ilk ©s x woo SHMTNo, L41 J11 Aesi+N� Q '+ +M IIii o &*" �rl�rid ir'ad ;�~ - _ i++firil �1 isiE ��il� mil Wei ftm M &ka" %*Ms. a drhmi W"c" � Wmm 0 � ) X m w = o N z O w w X X J L Lu z z z x w x 0 Lu > w Q 0 U (n w �: Q cl� U Lu = O a a O Z 0 0 U Q ON C) Z �c L1J o o .N h O cn O cn � ww < cn Lu0�z¢ N u Q MD uun w - � m Q O ~ > O _ F- =�zo owz �zF- w0 J a U 0 Q a rr� Vl J0M a J W Z oo 01 a J LL. OO Jvo� a .J �mmilO 3: O V Lu �••� 00 N d M lie O V V N N O N a D )0 a No ,cz w a 0 toQl,,. O O N O N N O AmmnN U w O F- U a� (n U) O rYi N z 0 LaL U z a 00 N N N O N O \ Ln O N (? N N O M i N U) a� (3) / 0 a U / L N C c w (1) 73 ro L. ro U L O L. d i N N O M N U N O L X 0 a / LV 389.31 IE OF STORM/SEWER PIPE 389.12 TOP OF SEWER/STORM MANIFOLD �TT / To, � TT 389.44 FG / \ <\ F E E E----'� EXISTING CONDITIONS SCALE: 1"=10' 390.15 RIM 385.31 FG 386.19 FG 50' CATEGORY III WETLAND BUFFER KEY NOTES: EXISTING SPRAY SYSTEM MANIFOLDS/VAULTS. EXISTING SPRAY PARK CONTROL PANEL. EXISTING ISOLATION VALVE. 4 EXISTING 2" WATER LINE. 0EXISTING 1" BURIED ELECTRIC CONDUIT FROM RESTROOM BUILDING TO SPLASH 5 PAD CONTROLLER. OEXISTING 8" SANITARY SEWER CONNECTION. PIPE SIZE BASED ON AS -BUILT PROVIDED BY THE CITY. CONTRACTOR TO VERIFY SIZE ON SITE. OEXISTING 6" STORM DRAIN LINE. PIPE SIZE BASED ON AS -BUILT PROVIDED BY THE CITY. CONTRACTOR TO VERIFY SIZE ON SITE. 08 EXISTING 8" KNIFE VALVE ON SEWER AND 8" TO 6" WYE WITH 6" KNIFE VALVE TYING INTO STORM LINE. CONTRACTOR TO VERIFY SIZE ON SITE. 09 EXISTING 8" DRAIN LINE FROM SPRAY PAD. 10 EXISTING 2" WATER METER IN STANDARD METER BOX. 11 EXISTING 1-1/2" METER IN STANDARD METER BOX. 12 EXISTING 2" BRONZE GATE VALVE IN STANDARD VALVE BOX. 13 EXISTING 3" IN -GROUND DOUBLE CHECK VALVE ASSEMBLY IN POLYPROPYLENE VALVE BOX. 14 EXISTING CIRCUITS AND CONDUIT FROM ELECTRICAL PANEL BOX FOR SPLASH PAD CONTROLLER. 15 EXISTING ELECTRICAL SERVICE IN RESTROOM FACILITY. NOTES: 1. ALL INFORMATION OBTAINED FROM PREVIOUS DOCUMENTS AND PROVIDED AS -BUILT INFORMATION PROVIDED BY THE CITY. CONTRACTOR IS RESPONSIBLE FOR VERIFYING CONDITIONS AND SHALL NOTIFY OWNER OF DISCREPANCIES. �O x coo w - = (V 0 U) M z O U) w w X X J z z z x w x Ow > w I—0 Q 0 cn w Q rY U w = � a rz 0 z 0 0 U Q cr Lu O V�7b� O <u - S P� O U) O c=n ' wow Q< w z U H m Q < Lu O w > O _ U) g 0~ = F-- Lu z �=z o _ F- 0 w J Q U 0 a a G Z J CM a W 0 (AZm W03 � LL Z J V oG V a >30 Z Vi m V NNa x W ce 0 V V N N O N Q D z Q w tEd O O N O N N O M N U w rn O a L I U 0 cYi N z 0 CL G z Q rl N N 0 N 0 Ln J Lu 3 70 U N N 0 M i N i N U') i r) U 1 4-1 cn 0) C L Q) N C 0) c w N M L. cv U L. 0 L_ O a N N 0 c� i N V) 4-1 Q) O L X d i V 1 I 100' CATEGORY II ■� WETLAND BUFFER /TEMPORARY / CONSTRUCTION FENCE, SEE NOTE 3 ell 14 oe owl 00*1 tR: i Z 7 / '•r,, d e ° All e a I a� I �, ° d e a d d ° Qj d / � I a° ° i d e i ° d e° d d d ° ° d INLET PROTECTION 1.1 ° d TY P d ° ollA AV ° D Q� d d e___ _ __ �' a �QI 5 0' CATEGORY I I I d WETLAND BUFFER I e d Oo I 1 ° ° A ° D O d e ° ° d d d d ° e TESC SCALE: 1"=20' ENTRANCE SEE NOTE 1 / / TEMPORARY CONSTRUCTION ' FENCE, SEE NOTE 3 TEMPORARY EROSION & SEDIMENT CONTROL NOTES: 1. SCHEDULE - ALL REQUIRED SEDIMENTATION / EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO ANY LAND CLEARING AND/OR OTHER CONSTRUCTION TO ENSURE THAT THE TRANSPORT OF SEDIMENT TO SURFACE WATERS, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES IS PREVENTED. THE TESC FACILITIES SHALL BE MAINTAINED UNTIL PERMANENT EROSION CONTROL (PAVING, STRUCTURE, RE -VEGETATION WITH TREES, SHRUBS, GROUND COVER, ETC.) PER THE APPROVED PLANS IS IN PLACE. 2. IMPLEMENTATION - THE IMPLEMENTATION OF THE TEMPORARY EROSION AND SEDIMENT CONTROL (TESC) PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT AND UPGRADING OF THE TESC FACILITIES IN COORDINATION WITH THE APPROVED PLANS AND/OR SWPPP IS THE RESPONSIBILITY OF THE CONTRACTOR / TESC SUPERVISOR UNTIL ALL CONSTRUCTION IS APPROVED AND SITE IS PERMANENTLY STABILIZED. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE CONTRACTOR TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THEIR ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 3. INSPECTIONS BY CONTRACTOR - THE TEMPORARY EROSION CONTROL FACILITIES SHALL BE INSPECTED BY THE CONTRACTOR DAILY AND AT THE END OF EVERY RAINFALL, AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING UNTIL ALL CONSTRUCTION IS APPROVED AND THE SITE HAS STABILIZED. 4. BEST MANAGEMENT PRACTICES (BMPS) - ALL TESC FACILITIES SHALL CONFORM TO THE BEST MANAGEMENT PRACTICES LISTED IN THE CURRENT EDITION OF THE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON AND THE APPROVED SWPPP. 5. MINIMUM REQUIREMENTS - THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THESE DRAWINGS ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE CONTRACTOR SHOULD ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE SITE. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL MEANS AND METHODS AND SEQUENCING OF TESC MEASURES AND ENSURING WATER QUALITY REQUIREMENTS ARE MET. 6. APPROVALS - APPROVAL OF THIS TEMPORARY EROSION AND SEDIMENT CONTROL TESC PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G., SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.), BUT IS AN APPROVAL OF THE TEMPORARY EROSION AND SEDIMENTATION CONTROL PLANS ONLY. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITY, INCLUDING OBTAINING THE APPROPRIATE PERMITS AND APPROVALS. 7. CLEARING LIMITS / LIMITS OF WORK - THE BOUNDARIES OF THE CLEARING LIMITS SHOW ON THIS PLAN SHALL BE CLEARLY FLAGGED BY A CONTINUOUS LENGTH OF ORANGE PROTECTION FENCING PRIOR TO CONSTRUCTION. DURING CONSTRUCTION, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE CONTRACTOR / TESC SUPERVISOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED. 8. CONSTRUCTION SEQUENCE - THE FOLLOWING CONSTRUCTION SEQUENCE SHALL BE FOLLOWED IN ORDER TO BEST MINIMIZE THE POTENTIAL FOR EROSION AND SEDIMENTATION CONTROL (ESC) PROBLEMS: • CLEAR AND GRUB SUFFICIENTLY FOR INSTALLATION OF TEMPORARY EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICE MEASURES (BMPS); • INSTALL TEMPORARY ESC BMPS, CONSTRUCTING SEDIMENT TRAPPING BMPS AS ONE OF THE FIRST STEPS PRIOR TO GRADING; • CLEAR, GRUB AND GRADE SUBJECT SITE; • TEMPORARILY STABILIZE, THROUGH RE -VEGETATION OR OTHER APPROPRIATE BMPS, SUBJECT SITE IN SITUATIONS WHERE SUBSTANTIAL CUT OR FILL SLOPES ARE A RESULT OF THE SITE GRADING; • PROTECT ALL PERMANENT STORMWATER FACILITIES UTILIZING THE APPROPRIATE BMPS; REMOVE TEMPORARY ESC CONTROLS WHEN: • PERMANENT ESC CONTROLS, WHEN APPLICABLE, HAVE BEEN COMPLETELY INSTALLED; • ALL LAND -DISTURBING ACTIVITIES THAT HAVE THE POTENTIAL TO CAUSE EROSION OR SEDIMENTATION PROBLEMS HAVE CEASED; AND, • VEGETATION HAS BEEN ESTABLISHED IN THE AREAS NOTED AS REQUIRING VEGETATION ON THE ACCEPTED ESC PLAN ON FILE WITH THE LOCAL JURISDICTION. 9. EXISTING VEGETATED AREAS - RETAIN THE DUFF LAYER, NATIVE TOPSOIL, AND NATURAL VEGETATION IN AN UNDISTURBED STATE TO THE MAXIMUM EXTENT PRACTICAL. 10. ADJACENT PROPERTIES - ALL PROPERTIES ADJACENT TO THE PROJECT SITE SHALL BE PROTECTED FROM SEDIMENT DEPOSITION AND RUNOFF. 11. STABILIZATION OF DISTURBED AREAS - ALL EXPOSED AND UNWORKED SOILS SHALL BE STABILIZED WITH MULCHING, GRASS PLANTING, PLASTIC COVERING OR OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE EXPOSED SOIL CONDITIONS AND THE TIME OF YEAR IN QUESTION. FROM OCTOBER 1 TO APRIL 30, NO SOILS SHALL REMAIN UNSTABILIZED FOR MORE THAN 2 DAYS. FROM MAY 1 TO SEPTEMBER 30, NO SOILS SHALL REMAIN UNSTABILIZED FOR MORE THAN 7 DAYS. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THRU SEPTEMBER INCLUSIVE. SEEDING MAY PROCEED OUTSIDE THE SPECIFIED TIME PERIOD WHENEVER IT IS IN THE INTEREST OF THE CONTRACTOR, BUT MUST BE AUGMENTED WITH MULCHING, NETTING, OR OTHER TREATMENT AS APPROVED BY THE LOCAL JURISDICTION. 12. FILTER FABRIC FENCE - FILTER FABRIC FENCES SHALL BE CONSTRUCTED ALONG THE DOWNSLOPE EDGES OF THE CONSTRUCTION SITE AND SHALL BE MAINTAINED BY THE CONTRACTOR UNTIL CONSTRUCTION IS COMPLETE AND THE SITE HAS STABILIZED. REGULAR INSPECTIONS SHALL BE MADE TO ENSURE THAT THE FENCE IS FUNCTIONING PROPERLY, AND ADDITIONAL INSPECTIONS SHALL BE MADE AFTER EACH LARGE RUNOFF PRODUCING STORM AND DURING PROLONGED RAINFALL PERIODS. TRAPPED SEDIMENT SHALL BE REMOVED WHEN IT REACHES APPROXIMATELY ONE QUARTER THE HEIGHT OF THE FENCE. THE WASHED GRAVEL BACKFILL SHALL BE REPLACED AND THE FILTER FABRIC CLEANED IF IT IS RENDERED NONFUNCTIONAL BY EXCESSIVE SILT ACCUMULATION. POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART, AND DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 30 INCHES, WHERE POSSIBLE. FILTER FABRIC JOINTS SHALL BE MADE ONLY AT A SUPPORT POST, WITH A 6 INCH MINIMUM OVERLAP, WITH BOTH ENDS SECURELY FASTENED TO THE POST. 13. STORM DRAIN INLET PROTECTION - ANY CATCH BASINS, INLETS, OR TRENCH DRAINS COLLECTING RUNOFF FROM THE SITE, WHETHER THEY ARE ON OR OFF THE SITE, SHALL HAVE STORM DRAIN INLET PROTECTION PER THE CATCH BASIN INSERT DETAIL SHOWN ON THIS PLAN SET. INSERTS SHALL BE MAINTAINED BY THE CONTRACTOR UNTIL SUCH TIME THAT ALL CONSTRUCTION IS APPROVED AND THE SITE HAS BEEN STABILIZED. 14. SEDIMENT ACCUMULATION - AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A SEDIMENT FILTER THAT IS INSTALLED WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING ACTIVITIES. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. ACCUMULATED SEDIMENTS SHALL BE DISPOSED OF IN A MANNER APPROVED BY THE LOCAL JURISDICTION. ALL CATCH BASINS AND SEDIMENT FILTERS SHALL BE INSPECTED FOR COMPLIANCE DAILY AND WITHIN 24 HOURS OF A RAINFALL EVENT. BENCH MARK NOTE: 1. CONTRACTOR SHALL PROTECT ALL EXISTING PROPERTY CORNERS AND BENCH MARKS. ANY DAMAGE CAUSED BY CONSTRUCTION ACTIVITIES SHALL BE REMEDIED AT THE CONTRACTOR'S EXPENSE. NOTES: 1. CONSTRUCTION ACCESS IS SHOWN FOR REFERENCE ONLY, ACTUAL ROUTE AND EXTENTS TO BE DETERMINED ON SITE AT THE PRE -CONSTRUCTION MEETING. 2. RECOMMENDED SILT FENCE LOCATION. ADJUST AS NECESSARY TO MAINTAIN SEDIMENT IN PROJECT AREA. 3. TEMPORARY CONSTRUCTION FENCE SHALL BE CHAIN LINK, 6 FEET TALL, WITH ABOVE GROUND POST BASES. CONSTRUCTION FENCING TO BE ADJUSTED AS NECESSARY TO ACCOMMODATE CONSTRUCTION ACTIVITIES. INLET PROTECTION m STABILIZED CONSTRUCTION ENTRANCE ECG _i —% SEDIMENT FENCING m TEMP CONSTRUCTION FENCING (ORANGE) LIMITS OF WORK STAGING AREA — — — — — — — WETLAND AREA F j WETLAND AREA BUFFER } m w 0 w --I Ln U , z O V) w w X X J z Z z X . Lu> X w Q cn � Q U w O a Oz U Q Lu j 2 o wN O 41 00 Ln Ln w — w Q Luov N < Ln m Q < 0 LuO > _ ° ��o� 0 W Q = ~ Lu0 Lu Q U a a 0 J 0 a W 00 ZM Lu L Q L U J J > U w Lu ~ 3:0 H V i..i 00 N a M 0 V V N N 0 N Q z Q r, w Q o 0 N 0 N N 0 M N U w r1 O a U Q) () _J v1 0 M N z U Y U_ Z 0 rM N N 0 N 0 T--I T--I T--I rl U >I i N N 0 M I rl N a --A i V) U / 4--A U) 0) C L N C 0) w N I ro _0 U L_ O L 0 d I N N CD M N U) U N 0 L_ a XI a / v' POST -SEE STD. SPEC. 6.01.3(9)A GEOTEXTILE BACKFILLED & COMPACTED NATIVE SOIL CO � - BURY GEOTEXTILE IN TRENCH C' NOTE DURING EXCAVATION, MfINIMIZE DISTURBING THE GROUND AROUND TRENCH AS MUCH AS IS FEASIBLE, AND SMOOTH SURFACE FOLLOWING EXCAVATION TO AVOID CONCENT- RATING FLOWS. COMPACTION MUST BE ADEQUATE TO PREVENT UNDERCUTTING FLOWS. TYPICAL INSTALLATION DETAIL (STEEL POSTS SHOWN) SEE NOTE 1 SILT FENCE FASTEN GEOTE)MLE TO POST EVERY S" (IN.) O_C. ty iM SELF-LOCKING TIE -NYLON fW (MIN. GRADE), 1200 MIN- TENSILE STRENGTH, UV STABILI2ED `Rrr � r oil 10 AMP 91 t� TYPICAL SILT FENCE WITHOUT BACKUP SUPPORT ISOMETRIC (STEEL POSTS SHOWN) WSDOT STD. PLAN 1-30.15-02 OUTFLOW CHANNEL IS CONSTRUCTED BY EXCAVATION 6'-D'MIN. ' 1' (FT) DEPTH OVERFLOW —I I COMPACTED NATIVE MATERIAL 2 2 CONSTRUCTED BY EXCAVATION OR EMBANKMENT SEDIMENT TRAP BOTTOM QUARRY SPALLS - 1' (FT) DEPTH SEE STANDARD SPECIFICATION SECTIOF1418.1(6] 1' (FT) DEPTH OF 3W - 1 11Z COURSE AGGREGATE FOR PROVIDE GEOTEXTILE FOR SEPARATION - PORTLAND CEMENT CONCRETE - SEE STANDARD SPECIFICATION SEE STANDARD SPECIFICATION SECTION 9.33 SECTION 941,1(4) secTlaN �A GROUND LINE SCALE: NTS t J PARTIAL PLAN VIEW OF BERM SHOWN LARGER FOR CLARITY I SETTLING POND l I 1 i 4'-(r r M11 N. I 3� 3 r 2' - 0" SETTLING DEPTH 10 I - B" SEDIMENT STORAGE NOTES 1- Install the ends of the silt fence to point slightly upslope to prevent sediment from flowing around the ends of the fence. 2. Perform maintenance in accordance with Standard Specifications 8-01.3(9)A and 8-01.3(15). 3- Splices shall never be placed in low spots Or sump locations- If splices are located in low or sump areas, the fence may need to be reinstalled unless the Project Engineer approves the installation. 4. Install silt fencing parallel to mapped contour lines. NOTES 1. Size the Below Inlet Grate DeviCe (BIGD) for the storm water structure it will service. 2. The BIGD shall have a built-in high -flow relief system (overflow bypass). 3. The retrieval system must allow removal of the BIGD without spilling the collected material. 4- Perform maintenance in accordance with Standard Specification 8 01.3{15]- SEE NOTE I GRATE FRAME ❑ DRAINAGE GRATE _ RECTANGULAR GRATE SHOWN 1, RETRIEVAL SYSTE.. (TYP.) � -• SEDIMENT AND DEBRIS OVERFLOW BYPASS v BELOW INLET GRATE DEVICE ❑ �j J GEOTEXTILE FOR SILT FENCE _ SEE ST SPECIFICATION SECTION 9.33.2 (11, TABLE 6 POST - WOOD OR STEEL (TYPICAL) FASTEN TO POST EVERY 0' O.0 FABRIC (GEOTEXTILE) (TYPICAL) f AS REQUIRED - 100' (FT) MIN., EXCEPT MAY BE REDUCED TO SY (FT) MIN. FOR SITES VATH LESS THAN ONE ACRE OF EXPOSED SOIL QUARRY SPALLS - 1' (FT.) DEPTH :BARGE TO STABILIZED IVEYANCE, OUTLET, OR EL SPREADER OVERFLOW CHANNEL _IMITS OF QUARRY 3PALLS - (TYP.) 5' - 0" MAX. HT. - BERM OR PARTIAL OR COMPLETE EXCAVATION LONGITUDINAL SECTION TEMPORARY SILT FENCE NOTE OR COMPOST SOCK PLACE GEOTEXTILE UNDER THE SPILLWAY AND SIDE SLOPES. PROVIDE A CONTINUOUS LAYER BETWEEN THE GRAVEUROCKAND THE NATIVE EARTHEN MATERIAL - TEMPORARY SEDIMENT TRAP STABILIZED CONSTRUCTION ENTRANCE WSDOT STD. PLAN 1-80.10-02 SCALE: NTS nn�} STATE OF SHINGTON YWIGISTERED Z7} �(Y]Jj{tM� uj\\\f�YYVVU�!!!t�/ REGISTERED LANDSCAPE ARCHITECT ANORA L. SALISBURY CERTIFICATE NO. 000W • TN3P4 Ml TAyE9.y�� reurA.ar munc cna,c.Te T+:-a�aaeuc xutiEvern�sovw�r,um iGF IW.IGTAtiL lPNPfQY PoSAr TNf IM9kA�2r0Yd F�FUfI^ART- Nwap �PWvYRwVA]RTAfIPY. AL'wvMIYLe oenueu vcrc gflxtsl. SPLICED FENCE SECTIONS SHALL BE CLOSE ENOUGH TOGETHER TO PREVENT SILT LADEN WATER FROM ESCAPING THROUGH THE FENCE AT THE OVERLAP. SPLICE DETAIL MOOD POSTS SHOWN) STABILIZATION FRONT THE EDGE OF THE EXISTING ROADWAY TO THE CONSTRUCTION ENTRANCE, OR AS DIRECTED BY THE ENGINEER SILT FENCE STANDARD PLAN 1-30.15-02 SHEET t OF 1 SHEET APPROVED FOR PUBLICATION Pasco Bakatich III 3a2113 STATE DEUM ENGINEER DATE T Wwhi.yEen 41dr Mpvlm-nf of TrengeNn6m 30' MIN. (TYP.) PERMEABLE BALLAST CTYP.) - SEE STANDARD SPECIFICATION SECTION 9.03.9(2) PROVIDE FULL WIDTH OF INGRESS 1 EGRESS AREA 16 (FT) MINIMUM ISOMETRIC VIEW STABILIZED CONSTRUCTION ENTRANCE STABILIZED CONSTRUCTION ENTRANCE SHALL MEET THE REQUIREMENTS OF STANDARD SPECIFICATION) SECTION S•01.3tT). 1 COARSE COMPOST rL x n 27L X = T - 0` FOR SLOPES 414:1V OR FLATTER X = T - 6' FOR SLOPES STEEPER THAN 4H IV TYPICAL SECTION COMPOST BERM DETAIL STATE OF r+Ealsreneo IP LANDSCAPEARCHRECCT JULI DEE HARTWIG Py LICENSE NO. 1422 DATEMZI-17 MISCELLANEOUS EROSION CONTROL DETAILS STANDARD PLAN 1-80.10-02 SHEET 1 OF 1 SHEET APPROVED FOR PUBI- CATION Caw. Jdr stet. Ta IsaDlsa:xspme STATE DESMN EN[31f AENk T Washington S1nle Depa"mem at Tr�ansponmion SECTION VIEW NOT TO SCALE STORM DRAIN INLET PROTECTION WSDOT STD. PLAN 1-40.20-00 SCALE: NTS STATE of WASHNGTON REGISTERED LANDSCAPE ARCHITECT 71 _MARK W. MAURER ISOMETRIC VIEW CERTIFICATE NO- 000.59E rror rrosnAn HKOT4fE�V.SMWfFAY1tlNWCN/- MlhTlIRAM9EL1A0r0GL4nA]l1P iA[OM®MU, 9A-1lf90v 1/Elhp14�RAM R�UKO FLi RW.['.1TNµ A4RiP1 P'lAIFAT ihF Mu5'/MAr[W iTATfAY�l11R- AKHiairtukYCW TAT [ni ARY/ApYg OPIAW�u�Cw AS%Q8r STORM DRAIN INLET PROTECTION STANDARD PLAN 1-40.20-00 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Pasco Bakodch IN 09-20-07 STATC DWON fNQMH R DATE Washington Suft Dapoo-am o1 Tkm �--I X X m w ■ = 1� O ( l �J L() Z 0 U) > w CC LLU X X J LU Z Z Z X w X IU LU > w 1-- Q LLnn w ¢ 0Y w = a a 0 0 U Q ON � � Z O wLLJ N� O h O 0 r' w r, -' LU < < w ��z_a ::1 Q LA w Oz CO<OIf 0 > O _ �g0~ =Hz0 F- Owz 0 LL. z H w J Q U Ln 0 Q a (x Q J0M a W u, Z 01 J W 0 Q 3aLL M .j W U _ F■1 0 V En W ` r O V H 00 �Na M lie O V V N N 0 i Q )0 z a r, w a o - 0 O N O N N O M N U w r1 0 U N 5- J U) O M N z U Y U z a O Lii N N O N O O Q d I N N O M I N In 4 -J a� a� / a _ V7 O c L Q) C 0) C W N ro > ro U O a--+ L. O d I N N O M rl N U N 0 a XI 0 a / ap Ef TRUSS BLK'G 1 "SIMP�IEAT, EACH TRUSS 1 �* IS A35 ' 1 G ANCHOR 24 I :CONT I PLATES BUILDING SECTION !f1a" ALE' 1 - sc 4=� ROOF ASSEMBLY: STANDING SEAM METAL ROOF PANELS SYNTHETIC UNDERLAYMENT 5161 CDX PLYWOOD SHEATHING ENGINEERED ROOF TRUSSES R-38 FIBERGLASS BATT INSULATION 518" EXTERIOR GYPSUM BOARD 0 ELEVATION KEYNOTES 1. FIBER -CEMENT LAP SIDING, T EXPOSURE, PAINT P1 2. FIBER -CEMENT BOARD -AND -BATTEN SIDING, PAINT P2 3. 5I46 COMPOSITE WOOD FASCIA, PAINT P3 4. 5I412 COMPOSITE WOOD BELT TRIM, PAINT P1 5. ix4 COMPOSITE WOOD CORNER TRIM, PAINT TO MATCH FIELD 6. SCONCE LIGHT, SEE ELECTRICAL PLANS 7. STANDING SEAM METAL ROOF, COLOR TBD EAST ELEVATION SCALE: 1 /4"=1'-a" FLOOR PLAN SCALE: 114"=1 r-Q" E>• 9" TRUSS HEEL DOOR SCHEDULE LOCATION DOOR FRAME ROUGH OP'G HOWE NOTES # ROOM TYPE ❑PER'N WIDTH HGHT THK MATL TYPE DEPTH MATL WIDTH HGHT 101A EQUIPMENT A HINGED PAIR 5'-4" T-0" 1 314' HOLLOW METAL 1 6-9116" HOLLOW METAL 68112" 86112" 1 102A STORAGE B HINGED 31-6" 6-8" 1 314' HOLLOW METAL 1 6-9116" HOLLOW METAL 1 46112" 86112" 2 101C STORAGE B HINGED T-6' 61-8" 1 314• HOLLOW METAL 1 6-9116" HOLLOW METAL 46112" 86112" NOTES: 1 EXTERIOR WALL ASSEMBLY: 112" EXTERIOR GYPSUM BOARD 2x6 WOOD FRAMING [Q 16" ON CENTER R-19 FIBERGLASS BATT INSULATION IZ 058 SHEATHING MOISTURE BARRIERIBUILDING WRAP FIBER -CEMENT SIDING PER ELEVATIONS 12'x20" LOUVE" E4 DOOR TYPES NORTH ELEVATION SCALE: 1 /4"=1'-a" 12"x24" LOUVER CHEMICAL STORAGE SIGN 12°x24" LOUVER BLU SODIUM HYPOCHLORITE YELLOW NOTE: SIG N5 SHALL BE SIZES AND COLOR PER CODE MOUNTED AT 60" ATTACHED ON DOORS AT CHEMICAL ROOMS. CHLORINE ROOM DOOR SIGNAGE BLI, MURIATIC ACID vPLLOW NOTE: SIGNS SHALL BE SIZES AND COLOR PER CODE MOUNTED AT 50" ATTACHED ON DOORS AT CHEMICAL ROOMS. ACID ROOM DOOR SIGNAGE 4"H CONCRETE CURB WITH 44 BAR CONTINUOUS AT CHEMICAL STORAGE ROOMS a A1.a 21Y4- 6" CONCRETE SLAB WITH 1-0"Wx1'-0"D THICKENED SLAB PERIMETER WITH (2) # BARS CONTINUOUS LA v�. -.• a -. :.: .•' a ' .•' �.'r •' ` • ■ '• . s I . 'A •4:, Q I 41 :�' •,� • ` � '. .•.� `'.d ram- .: .'�,•, .: �'�.; - ..d • ..d , .:d . '� ''d ''d " ,d ' : � d .:'•I' T; 6" 4112" FOUNDATION PLAN SCALE: 114"=1 '-9' RAL STRUCTURAL NOTES - SEE APPENDIX 1 FOR STRUCTURAL CALCULATIONS CODE: \ MIS EDITION OF DESIGN LOADS: ROOF DEAD LOA • ROOF SNOW LOI • RISK CATEGORY, WIND: BUILDING CODE PSF E SNOW LOADS BELOW • BASIC WIND SPEED • EXPOSURE CATEGORY v • INTERNAL PRESSURE COEFFICIENT GCq +1- 0.IS • COMPONENT AND CLADDING WIND PRESSURE LANE I 16PSF+-26 ZONE 2 = 16PSF130PSF ZONE 3 - 16PSFI.65PSF ZONE 4 - 25PSFF29PSF ZONE 5= MFA5PSF • NET UPLIFT ON ROOF -12PSF SEISMIC: IMPORTANT FACTOR (Is) 1-0 Sds L032 Sd4 0.597 • Ss 1.547 • $1 0.597 • SEISMIC DESIGN CATEGORY D SITE CLASS D (ASSUMED) sNDw: • GROUND SNOW LOAD 25PSF • FLAT ROOF SNOW LOAD 25 PSF • SNOW EXPOSURE FACTOR 1.0 SNOW LOAD IMPORTANCE FACTOR (Is) 1-0 THERMAL FACTOR 1.2 FOUNDATION: ALLOWABLE BEARING PRESSURE =15W PSF PER IBC TABLE 1806.2. BEAR ALL FOOTINGS ON INORGANIC, UNDISTURBED SOIL, MINIMUM FOOTING DEPTH SHALL BE T-O' BELOW FINISH GRADE FOR EXTERIOR FOOTINGS. CONCRETE: CONCRETE CONSTRUCTION SHALL CONFORM WITH THE LATEST EDITION OF ACI301, "SPECIFIC R STRUCTURAL CONCRETE FOR BUILDINGS' AND ACI 318 BUILDING CODE REQUIREMENTS F FORCED CONCRETE", SUBMIT MIX DESIGNS FOR EACH CLASS OF CONCRETE. ALL CONCRET BE NORMAL WEIGHT CONCRETE UNLESS NOTED OTHERWISE- CONCRETECONTAININGSUPERPLASTICIZING ADMIxTURESHALL HA P NOT EXCEEDENG 3", TD BE FIELD VERIFIED, PRIOR TO ADDING ADMIXTURE, AND HOT EXCEEDIN LACEMENT. ADDITION OF WATER TO A MIX WITH INSUFFICIENT SLUMP WILL NOT BE PERMITTED, S ALLOWED PER ASTM C494. MECHANICALLY VIBRATE ALL CONCRETE WHEN , EXCEPT THAT SLABS ON GRADE NEED BE VIBRATED ONLY AROUND UNDERFLOOR DUCTS, ETC. CAcjjpMRE POUR AROUND COLUMNS AFTER DEAD LOAD IS APPLIED - MINIMUM CONCRETE MIX DESIGN MENTS SHALL BE AS FOLLOWS MINIMUM 28 DAY CEMENT STRENGTH MAX. SIZE AIR MAX. REM (SACKSICY) Fc (PSI) AGGREGATE ENTR- SLUMP WEST ELEVATION SCALE: 1 /4"=1'-D" WALLS 5 3000 5.7 % 3" REINFORCING STEEL: DEFORMED BARS; ASTM A615 GRADE 40 FOR #3 AND GRADE 60 FOR 94 AND LARGER - CLEAR CONCRETE COVERAGE (APPLIES UNLESS NOTED OTHERWISEO: • CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH-3- FORMED CONCRETE EXPOSED TO EARTH OR WEATHER 2" FORMED CONCRETE NOT EXPOSED TO EARTH OR WEATHER 1 V FROM TOP SURFACE OF SLAB ON GRADE 1 DEFERRED SUBMITTALS: THE FOLLOWING PORTIONS OF THE DESIGN ARE NOT SUBMITTED TO THE BUILDING OFFICIAL AT THE TIME OF PERMIT APPLICATION BUT SHALL BE SUBMITTED FOR APPROVAL PRIOR TD CONSTRUCTION, AFTER ENGINEERING REVIEW- THE DEFERRED SUBMITTALS FOR THIS PROJECT ARE 1. PREFABRICATED PRESS PLATE WOOD TRUSS DESIGN DRAWINGS AND CALCULATIONS. DO NQT NOT ILE JOISTS, REAMS DR LOAD BEARING STUDS WITHOUT PRIOR APPROV STRUCTURAL ENGIN ❑UGH THE ARCHITECT. DOUBLE UP STUDS AT JAMBS AND EAMS IN BEARING WALLS. PROVIDE 2X SOLID G AT MID -HEIGHT OF LOAD BEARING �11TIRSS W NAILS SHALL BE COMMON NAILS. ALL NWLING NOT HALL BE IN ACCORDANCE WIT340.1D.1 OF THE LATEST EDITION OF THE INTERNATIONAL BUILDING CODE. LNG ANCHORS A SHALL BE AS MANUFACTURED BY SIMPSON COMPANY OR OTHER APPROVED E TH IFICATIONS. ALL NAIL HOLES IN FRAMING ANCHORS AND CONNECTORS SHALL BE FILLED WITH MANUFACTURERS PUBLISHED NAIL SIZES. ALL BOLTS SHALL BE ASTM A307 BOLTS INSTALLED EEL WOOD STUD WALLS: USE (24) AT 16" OC TYPI SS NOTED OTHERWISE ON PLANS. WOOD PLATE BOLTS SHALL BEV DIAMETER PLACED EXCEED 4'dY DC- UNLESS NOTED OTHERWISE. ANCHOR BOLT BE PLACED AT ALLJAMBS, S. INTERSECTIONS, AND WALL ENDS. ALL BOTTOM PLATES SNAIL HAVE A M F 2 ANC . ALL FOUNDATION PLATES OR SILLS AND SLEEPERS ON A CONCRETE SLAB, WHICH IS I CT WITH THE EARTH, AND SILLS WHICH REST ON CONCRETE OR MASONRY FOUNDATION, SHALL BE RESSURED TREATED WOOD IN ACCORDANCE WITH AWPB SPECIFICATION NO. LP-22 FOR ABOVE GROUND CONTACT. DESIGN, FABRICATE AND ERECT IN ACCORDANCE WITH TRUSS PLATE INSTITUTE STANDARDS. ALL TRUSSES SHALL BE DESIGNED TO SUPPORT THEIR OWN WEIGHT PLUS SUPERIMPOSED DEAD AND LIVE LOADS STATED IN THE GENERAL STRUCTURAL NOTES- TRUSS MANUFACTURER SHALL SUPPLY ADDITIONAL TRUSSES AS REQUIRED TD SUPPORT MECHANICAL EQUIPMENT. THE MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS FOR REVIEW PRIOR TO FABRICATION. PROVIDE DESIGN CALCULATIONS BY A CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE IN WHICH THE PROJECT IS LOCATED. CALCULATIONS SHALL INCLUDE DEFLECTION AND CAMBER REQUIREMENTS. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO SPAN1360 AT CANTILEVERED FLOOR MEMBERS, SPAfQ40 AT CANTILEVERED ROOF MEMBERS- ALL TRUSSES SHALL BE CAMBERED FOR THE DESIGN DEAD LOAD. ALL TRUSS MEMBERS SHALL BE FABRICATED USING MANUFACTURERS STANDARD STRUCTURAL LUMBER. CALCULATIONS AND SHOP DRAWINGS SHALL SHOW ANY SPECIAL DETAILS REQUIRED AT BEARING POINTS. ALL CONNECTOR PLATES SHALL HAVE CURRENT IOC APPROVAL AND A MINIMUM PLATE SIZE OF 3' X $". NO OFFSETS FOR CONNECTIONS WILL BE PERMITTED- BRIDGING SIZES AND SPACING BY TRUSS MANUFACTURER- 12 4 SOUTH ELEVATION SCALE: 114"=1 '-d" FRAMING LUMBER MEMBER Fb (PSI SPECIES AND SINGLE FV(PSI) E(PSI)Id . SIj GRADE STUDS 750 145 9Z5 HEM FIR(N) STUD LEDGERS, TOP PLATES AND BOTTOM PLATES 050 1,600,000 14H DOUG FIR �N) #2 FRAMING LUMBER SHALL COMPLY COMPL E LATEST EDITION OF THE GRADING RULES OF THE WESTERN WOOD PRODUCTS ASSOCIATION O ST COAST LUMBER INSPECTIONS BUREAU. ALL SAWN LUMBER SHALL BE STAMPED WITH THE GRA OF AN APPROVED GRADING AGENCY. MOISTURE CONTENT SHALL NDT EXCEED STRU EATHING PROPERTIES AND ATTACHMENTS: SPAWINDEX EDGE INTERMEDIATE THICKNESS RATIO NAILING NAILING SHEAR WALL 1%2 2410 10WOC 10dg12'OC ROOF • 32116 8d@6'OC Sd@12-OC STRUCTURAL SHEATHING INCLUDES ALL -VENEER PLYWOOD. ALL STRUCTURAL SHEATHING SHALL BE APA RATED SHEATHING WITH AN EXTERIOR OR EXPOSURE 1 DURABILITY CLASSIFICATION AND SHALL BEAR THE STAMP OF AN APPROVED TESTING AGENCY. LAY UP FLDDR WITH THE LONG DIMENSION PERPENDICULAR TO SUPPORTS AND PROVIDE PANEL LENGTHS TO BE CONTINUOUS OVER TWO OR MORE SUPPORTERS. ALL WEATHER WOOD PLYWOOD SHALL BE BONDED WITH AN EXTERIOR GLUE AND BE GRADE MARKED INDICATING CONFORMANCE WITH THE CURRENT EDITION OF V.S. DEPARTMENT OF COMMERCE PRODUCT STANDARD PSI. CONSTRUCTION AND INDUSTRIAL PLYWOOD, AND STAMPED WITH AN APA GRADE - PRESSURE TREATMENT OF LUMBER AND PLYWOOD: ALL LUMBER TO BE PRESERVATIVE TREATED SHALL BE PRESSURE TREATED IN ACCORDANCE WITH AMERICAN WOOD PRESERVERS BUREAU STANDARD AWPB-FpN AND BEAR THE QUALITY MARK OF AN APPROVED INSPECTION AGENCY PER AWPM-FDN. PLATES AND STUDS WITH ENDS CUT AFTER PRESSURE TREATING AND PLACED BELOW GRADE SHALL HAVE THE ENDS BELOW GRADE BRUSHED, DIPPED OR SOAKED WITH PRESERVATIVE UNTIL THE WOOT: D ABSORBS NO MORE PRESERVATIVE. USE THE FOLLOWING PRESERVATIVE FOR FIELD TREATMEN hMiLNAPHTHENATE CONTAINING A MINIMUM OF 2 PERCENT METALLIC COPPER IN SOLUTION - NAILS: HOT -DIPPED ZIIMWAULED STEEL NAILS CONFORMING TO THE REQUIREMENTS OF THE CURRENT EDITION OF ASTM At53. SUBMIT TEcqRM6NFORMATION SHOWING COMPLIANCE. FRAMING ANCHORS: FRAMING ANCHORS SHALL BE OF ZINC COATED S EEL (GALVANIZED) BY THE HCT43IP OR MATTE FINISH PRESISTANT TI P A T- P PROCESS. THE CORROSION COATING NG SHALL OZ. POT YIELD COMMERCIAL CLASS HOT -DIPPED DI PED ZINC COATING, OR 0.625 OL MATTE FINISH HOT -DIPPED ZINC CH SIDE, AND MAY BE APPLIED TO THE STEEL SHEET BEFORE THE ANCHOR IS STAMPED OUT. NAILS FOR U MING ANCHORS SHALL CONFORM WITH THE REQUIREMENTS ABOVE. STEEL JOIST HANGERS SHALL BE TESTED AN APPROVED IN ACCORDANCE WITH IBC SECTIDT7IIIIIIII&L1 X m w - = r� O Ln Z O Ln > w tY O = w X X X X J o z Z z X 0 w X 0 > w I- Q 0 L~n w Q 0Y w = a a 0 0 U Q 4N G ? Z LLJ O wN� O h O = O = Ln = Ln ,--I w ,—I '—' Lu cn Q cn N w ��za Q LnLA ln�w H- Oz CDLu ~ > O _ =H-z0 F- OLUz O Z H w J Q U 0 Q a Vl Z J0M a We 00 �Zc Lu03 J V J Q I--1 G 3:O Q in H V T-i V �..�NO �Ma Lu � ce O V V N N O N Q z a w a - O O N O N N O M N M U w O DEMOLITION PLAN SCALE: 1"=20' ,V r. DEMOLITION NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR VERIFYING CONDITIONS IN THE FIELD PRIOR TO BID SUBMISSION. ANY / DISCREPANCIES BETWEEN FIELD CONDITIONS AND PROJECT INTENT / CONTRACT DOCUMENTS AFFECTING THE COST OF oe THE PROJECT SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE IMMEDIATELY. 2. PRIOR TO COMMENCING WORK, CONTRACTOR TO ENSURE THAT ALL TREE PROTECTION MEASURES HAVE BEEN INSTALLED PER CITY OF PORT ORCHARD STANDARDS. 3. CONTRACTOR TO REVIEW PROJECT LIMITS FOR QUANTITY AND TYPE OF PLANTINGS, STRUCTURES, OBSTRUCTIONS, ROCK AND DEBRIS AT THE TIME OF BIDDING AND SHALL INCORPORATE ALL REMOVALS/DISPOSAL IN THEIR BID. 4. LOCATION OF ALL UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL UTILITIES AND THEIR CONNECTION POINTS PRIOR TO CONSTRUCTION. COST OF LOCATES IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE CAUSED TO THE EXISTING UTILITIES AND UTILITY STRUCTURES THAT ARE TO REMAIN. COORDINATE WITH THE APPROVED AGENCIES AS NEEDED PRIOR TO DEMOLITION. 5. ALL EXISTING STRUCTURES, TREES, SHRUBS, FENCES, GRAVEL WALKS, FOUNDATIONS, ASPHALT AND CONCRETE WHERE DESIGNATED FOR DEMOLITION/REMOVAL, ARE TO BE REMOVED FROM SITE UNLESS OTHERWISE SHOWN OR DIRECTED. CONTRACTOR SHALL REMOVE ALL WASTE MATERIAL AND DEBRIS FROM SITE AND DISPOSE OF LEGALLY IN SUITABLE LOCATIONS OFFSITE. 6. OWNER IS RESPONSIBLE FOR OBTAINING ALL PERMITS, INCLUDING RIGHT—OF—WAY OBSTRUCTION PERMITS. 7. CONTRACTOR IS RESPONSIBLE FOR INCIDENTAL TRAFFIC CONTROL MEASURES AS REQUIRED IN ACCORDANCE WITH THE MANUAL ON TRAFFIC CONTROL DEVICES (MUTCD) AND WASHINGTON STATE MODIFICATIONS TO THE MUTCD. 8. DEMOLITION CONTRACTOR TO SUBMIT TO THE CITY OF PORT ORCHARD, THE TRUCK ROUTE, SCHEDULE OF DEMOLITION, TRAFFIC CONTROL PLAN, METHOD OF DEMOLITION, AND DUST AND NOISE CONTROL MEASURES AS REQUIRED TO OBTAIN OBSTRUCTION PERMIT. 9. PRIOR TO BEGINNING ANY DEMOLITION OR GROUND DISTURBING ACTIVITIES, THE CONTRACTOR SHALL INSTALL BMP'S FOR EROSION AND SEDIMENT CONTROL. MEASURES SHALL INCLUDE BUT ARE NOT LIMITED TO; CONSTRUCTION ACCESS, SILT FENCE AND INLET PROTECTION. 10. TREE PRUNING, REMOVAL, AIR SPADING AND ROOT PRUNING SHALL BE PERFORMED UNDER A CITY OF PORT ORCHARD ARBORIST SUPERVISION. CONTRACTOR SHALL COORDINATE DIRECTLY WITH CITY OF PORT ORCHARD ARBORIST TO SCHEDULE WORK. 11. OWNER WILL FURNISH COMPACTION & MATERIAL TESTING. IF CONTRACTOR FAILS TESTING, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADDITIONAL TESTING UNTIL COMPACTION AND MATERIALS MEET SPECIFICATION. 12. DEMOLITION LIMITS ARE FOR REFERENCE ONLY. ACTUAL DEMOLITION LIMITS TO BE DETERMINED BY AWARDED CONTRACTOR. 13. IF MATERIALS SUSPECTED OF CONTAINING HAZARDOUS MATERIALS ARE ENCOUNTERED, DO NOT DISTURB; IMMEDIATELY NOTIFY THE ENGINEER AND OWNER. 14. AREAS DISTURBED OR DAMAGED BY CONSTRUCTION ACTIVITIES SHALL BE CONSTRUCTED OR RESTORED TO ORIGINAL CONDITIONS OR BETTER. THE CONTRACTOR IS RESPONSIBLE FOR DOCUMENTING CONDITIONS PRIOR TO CONSTRUCTION ACTIVITIES AND ANY DAMAGE THAT MAY OCCUR. KEY NOTES: OINTERCEPT EXISTING WATER LINE AND REROUTE TO MECHANICAL BUILDING FOR DISTRIBUTION. ONEW SPRAY PARK CONTROL PANEL TO BE LOCATED IN NEW BUILDING. OREMOVE TURF FOR PIPE PLACEMENT AND REPLACE WITH SOD AS REQUIRED. REPAIR AND REPLACE ALL IRRIGATION AS REQUIRED. OREMOVE GRAVEL PATH SECTION FOR PIPE PLACEMENT AS REQUIRED AND REPLACE PATH WITH GRAVEL MATERIAL THAT MATCHES EXISTING. SEE SHEET L1.4/DETAIL 8. OX APPROXIMATE CLEAR AND GRUB LIMITS FOR MECHANICAL BUILDING, RESERVOIR, AND OVERFLOW VAULT. OREMOVE AND REPLACE TWO SECTIONS OF CONCRETE WALK, EXPANSION JOINT TO EXPANSION JOINT. SEE SHEET L4.1/DETAILS 6 AND 7. OREMOVED EXISTING SECTION OF SANITARY SEWER LINE TO ALLOW FOR MANHOLE AND STRAINER. OABANDON EXISTING ELECTRICAL. REROUTE FROM RESTROOM BUILDING TO MECHANICAL BUILDING PER SHEET L2.0. OX PRESERVE AND PROTECT EXISTING TURF AND PLANTINGS AROUND PICNIC SHELTER. OX REMOVE AND REPLACE CONCRETE SECTION TO UPSIZE ELECTRICAL CONDUIT. OX REPAIR AND REPLACE ANY TURF DAMAGED FROM CONSTRUCTION ACCESS. OX LIMIT OF WORK. x �O x m w =� o z 0 U) w o 2: x x = J o z w Z z x x o w x x Lu > w Q U-)Q w cl� w = a O z o o v Q O • y �0 LLJ� z O wN� O h e z z O O = U) = U) ' w `5 w U) Q U) Lu w C)�z¢ N Q:Quun w c m Q 0" O > 0 _ ° ��o� =�z0 Fowz zF- w J Q U U) 0 a a aa� a ago J a V� Z M Z WOa 0 1 3 J °C O O Lu / O �e (A V74W �••� 00 �Na M ce O V V N N 0 rvol Q z Q r, w Q o 0 N O N N O M N U w r, O a U Q) V) 0 ry) N z 0 LLLL U Y U z a M N N 0 N 00 0 N J 071 I N N O M I N / Ln (1) a) U) / Q V) 0) c L a) C C w a) Z, ro ro U L O L. 0 a I N N O M N / V) U a) 0 L a x d / ,V � /� � \v r / / PLUMBING NOTES: j4�o� o� %` �� • / 1. ADJUSTMENT OF SPLASH PAD IMPROVEMENTS MAY BE REQUIRED DUE TO EXISTING SITE CONDITIONS. NOTIFY t �Q OWNERS REPRESENTATIVE OF ANY DISCREPANCIES FOUND BETWEEN THE DRAWINGS AND ACTUAL SITE CONDITIONS. —/ a \� 4 / EXISTING / 2. CONTRACTOR TO COORDINATE WITH OTHER TRADES TO PLACE PIPE, INSTALL MECHANICAL EQUIPMENT INCLUDING v""z SPLASH PAD CONNECTION TO POWER AND UTILITIES, INSTALLATION OF FIXTURES, AND OTHER WORK INTEGRAL TO THE SUCCESSFUL A �4 : I / INSTALLATION OF SPLASH PAD MECHANICAL AND PLUMBING SYSTEM. O � c,•a / o 4 tl / / 3. PIPING LOCATIONS ARE DIAGRAMMATIC ONLY AND SHOULD ONLY BE USED AS CONSTRUCTION REFERENCE. 0 1/ /-A � � 4. ALL PIPING TEES SHOULD BE EQUAL IN SIZE TO THAT OF THE LARGEST CONNECTED PIPE. o a 24-30" BERM v A 5. ALL PIPING TO SPLASH PAD COMPONENTS TO BE INSTALLED BY CONTRACTOR INCLUDING PIPE, VALVES, RITTINGS, AROUND VAULTS \ --� v Q / BOLTS, NUTS, GASKETS AND ANY PIPE SUPPORTS OR HANGERS. OG 6. ALL PIPING INSIDE VAULTS SHALL BE SCHEDULE 80 PVC PRESSURE PIPE AND RITTINGS. ALL PIPING OUTSIDE VAULTS SHALL BE SCHEDULE 40 PVC PRESSURE PIPE AND RITTINGS. � �05 x�� 18 25 I I 7. EVERY PIECE OF EQUIPMENT SHOULD BE CONNECTED BY UNIONS ON THE INLET AND OUTLET SIDES TO ALLOW ROR 26 \ MAINTENANCE, REMOVAL, AND REPLACEMENTS. I 8. ALL SUPPLY AND DISCHARGE PIPING SHALL HAVE A UNIRORM SLOPE BACK TO THE MECHANICAL BUILDING AND WATER I RESERVOIR TO ENSURE PROPER DRAINAGE DURING COLD WEATHER. IR A WATER TRAP IS UNAVOIDABLE, EITHER DRAIN os ` ` 27 a �' ♦ 17 VALVES SHALL BE INSTALLED AT THE LOW POINT OR PIPES SHOULD BE BLOWN OUT AND PLUGGED TO AVOID RREEZING. � \ I -O 4 ♦♦ / ' 9. ALL WALKS AND LANDSCAPE AREAS TO BE RESTORED TO ORIGINAL CONDITIONS ONCE WORK IS COMPLETE. PHOTO I ♦♦ / DOCUMENTATION REQUIRED PRIOR TO BEGINNING ANY WORK. a v 20 2,, ♦♦♦ / 10. ELECTRICAL COMPONENTS ARE SHOWN ROR LOCATION RERERENCE ONLY. 21 \� 15 30 11. CONTRACTOR TO PROVIDE SUBMITTALS TO OWNER FOR ALL EQUIPMENT AND MATERIALS INTENDED FOR USE. PUMP SYSTEMS MAY BE PROVIDED AS INDIVIDUAL COMPONENTS OR AS 'SKID' SYSTEM. ONLY APPROVED EQUIPMENT AND 16 \\�� a /�. MATERIALS SHALL BE UTILIZED. ,�,-EXISTI-kG — RESTROOMS v \ v EXISTING PICNIC av4 a SHELTER i a lee! v A A e 00 LT4 v / // I EXISTING RESTMS tm cos / v / 4 / ----------------' SCHEMATIC PIPING PLAN SCALE: 1"=20' IlA\/TI,I!^ Klr\-rC. 12. PRESSURE TESTING OF NEW PIPE IS REQUIRED PRIOR TO BACKFILL. 12.1. TEST SPLASH PAD FILTRATION SYSTEM PIPING HYDROSTATICALLY AT A PRESSURE OF 80 PSIG FOR A FOUR HOUR DURATION. 12.2. TEST SLASH PAD WATER MAKE-UP SYSTEM PIPING HYDROSTATICALLY AT LINE PRESSURE OR 80 PSIG, WHICHEVER IS GREATER, FOR A FOUR HOUR DURATION. 12.3. TEST SPLASH PAD DRAIN PIPING HYDROSTATICALLY AT A PRESSURE OF 30 PSIG FOR A TWO-HOUR DURATION. 12.4. WORK MAY BE TESTED IN SECTIONS, IF NECESSARY, FOR CONVENIENCE. IN THIS CASE, TEST OF LAST SECTION SHALL INCLUDE ALL SECTIONS BETWEEN PREVIOUSLY TESTED SECTIONS AND SECTION DIRECTLY UNDER TEST. 12.5. FURNISH ALL LABOR AND MATERIALS REQUIRED TO MAKE TEST, AND PERFORM TESTING IN THE PRESENCE OF THE LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE. 12.6. SHOULD ANY PIECE OF EQUIPMENT, APPARATUS, MATERIALS, OR WORK FAIL IN ANY OF THESE TEST, IMMEDIATELY REMOVE AND REPLACE WITH PERFECT MATERIAL, AND RETEST THE PORTION OF THE WORK REPLACED. / 13. CONTRACTOR SHALL MAINTAIN A MINIMUM TEN (10) FEET OF HORIZONTAL SEPARATION BETWEEN WATER PIPE AND / 6 PIPE CARRYING NON POTABLE WATER. AT CROSSINGS, PROVIDE A MINIMUM VERTICAL CLEARANCE OF 24 INCHES 10 // BETWEEN WATER PIPE (ABOVE) AND PIPE CARRYING NON -POTABLE WATER (BELOW). INSTALLATIONS FOR PIPE 9 CARRYING NON -POTABLE WATER MAY BE INSTALLED AT A CLEARANCE OF LESS THAN THOSE STATED ABOVE IF THE NON -POTABLE LINE IS SLEEVED. THE SLEEVE PIPE SHALL BE AT LEAST TWENTY (20) FEET IN LENGTH AND CENTERED ON THE CROSSING TO PROVIDED FOR A MINIMUM HORIZONTAL SEPARATION OF TEN (10) FEET ON EACH SIDE OF THE i CROSSING, MEASURED PERPENDICULAR TO THE CROSSED LINE. EACH END OF THE SLEEVE SHALL BE SEALED WITH A / FERNCO RUBBER COUPLER. 14. UTILITY PIPE AND CONDUITS SHALL BE INSTALLED WITH CONTINUOUS WARNING TAPE DIRECTLY OVER PIPING AT / DEPTHS IN COMPLIANCE WITH THE CITY OF PORT ORCHARD. WARNING TAPE SHALL ALSO BE INSTALLED AT OUTSIDE EDGE OF UNDERGROUND STRUCTURES. / / KEY NOTES: COMPLY WITH WSDOT STANDARD SPECIFICATION 5-05 AND THE AMERICAN INSTITUTE (ACI) 301 REQUIREMENTS FOR MEASURING, MIXING, TRANSPORTING, AND PLACING CEMENT CONCRETE PAVEMENT. OMECHANICAL BUILDING. SEE DETAIL 1/SHEET L4.0. OWATER SUPPLY LINE TO EYEWASH STATIONS. OEYE WASH STATION. 4O 4" SUPPLY. O2" AUTO FILL LINE. O3" FILTER RETURN 7O NOT USED. ONOT USED. O3" BACKWASH/WASTE. 10 4" FLOOR DRAIN. 11 ELECTRICAL CONDUIT TO MECHANICAL BUILDING. SEE ELECTRICAL PLAN. 12 NOT USED. 13 NOT USED. SNOT USED. 15 EXISTING CONTROL PANEL TO BE SALVAGED AND RELOCATED INSIDE MECHANICAL BUILDING. 16 CONDUIT TO ACTIVATION BOLLARD. SEE ELECTRICAL PLAN. 17 2" CONDUIT TO EXISTING VAULT. 18 2" CONDUIT TO EXISTING VAULT. 19 NOT USED. 20 POINT OF CONNECTION TO EXISTING 2" WATER LINE. 21 2" POTABLE WATER SUPPLY. 22 DRAIN LINE FROM SPLASH PAD TO RESERVOIR. APPROXIMATELY 100 LF, 6% SLOPE. 23 LINE TO SANITARY SEWER LINE. 24 NOT USED. 25 PRECAST 030" VAULT WITH SOLID LID. STRUCTURE SHALL BE CORED ON SITE (NO KNOCK -OUTS). PROVIDE DOWN -TURNED ELBOW WITH PIPE EXTENSION ON EFFLUENT OUTLET TO FORM WATER SEAL IN VAULT. RIM EL: 391.35 - RAISE SURROUNDING GRADE TO MATCH STRUCTURE RIM. SEE SHEET L4.1/DETAIL 5 IE 4" PRESSURIZED EVACUATION PIPE IN: 388.97 IE 8" SS OUT: 388.31 26 EXISTING STORM DRAIN PIPE TO REMAIN AND PROTECT IN PLACE. 27 APPROXIMATE AREA TO BE REGRADED TO ACCOMMODATE TOP OF STRUCTURES (EL 391.35). 28 PIPE CROSSINGS; REFER TO PLUMBING NOTE 13 FOR CLEARANCE AND SLEEVING REQUIREMENTS. 29 EXISTING HOSE BIB. 30 4' WIDE CONCRETE WALK ALONG THE WEST AND SOUTH SIDE OF THE MECHANICAL BUILDING. x �O x m w =N 0 J 00 z 0 4 w X X J L z w Z 2! X w X Lu > w Q m w Q c w = a O z o o v Q � � N G � ? z �c Lu o .N 0 h .9 e z z 0 0 = V) = U) � w `q w cn Q cn Lu w � ¢ N Q� Q A w c ma0 > 0 _ ° ��o� =�z0 Fowz O LL-zF- w J Q U U) 0 a a p Z Jam ago a Z M (� Lu O 3 LL a 1.4 J opc a ICI O GG /3.10a C V W ~ a M V V) ce 0 V V N N O rvol Q z Q r-, w Q o 0 N 0 N N O M N U w r-, a U N J U) O M N z LL U Y z a N N N O N 00 J O J I N N O M i N a� U') i a U7 0) c L N C 0) c Lu (L) Z, ra i ru U L_ O +•i L. 0 d i N N O M i N i U N O L_ a XI 0 a v' BASKET STRAINER 3/4" = 1'-0" NOTES: 1. HDPE SLOTTED PIPE TO BE PROVIDED BY BALLARD HARDWARE AND SUPPLY, INC. OR APPROVED EQUAL . SLOTTED HDPE PIPE DETAIL NTS NOTE: ALL CONCRETE MUST MEET THE MINIMUM SPECIFICATIONS AS DEFINED IN WSDOT STANDARD SPECIFICATION SECTION 6-02.3(2)B * 4" DEPTH AT PEDESTRIAN PATH/SLAB. * 6" DEPTH AT VEHICULAR PARKING PAD WITH 6"X6"X10" WWM. ** 2" DEPTH AT PEDESTRIAN PATH/SLAB. ** 4" DEPTH VEHICULAR PARKING PAD. <NOT USED> 0 HDPE SLOTTED PIPE. PIPE SIZE PER PLANS. PVC FITTINGS �3 STAINLESS STEEL BOLTS TO CONNECT FITTINGS TO PIPE PROJ-2020-1010-05 0 EXISTING CONCRETE PAVING DRILL A 1-112" DIA. x 3" HOLE IN THE EXISTING CONCRETE AND IMBED THE SLEEVE WITH HIGH STRENGTH GROUT. 3O EXPANSION JOINT: 112" FELT WITH BREAK AWAY TAB, CAULK WITH GREY SEALANT. 4 NEW CONCRETE PAVING: AIR ENTRAINED &SACK COMMERCIAL CONCRETE, MEDIUM BROOM FINISH, 112" DIA X18" SMOOTH STEEL DOWEL WI SLEEVE AT 48" O.C., TWO MINIMUM PER JOINT. 6X6X10X10 WWM AT VEHICULAR PARKING PAD ONLY. 0 CRUSHED ROCK BASE, COMPACTED TO 95% REL. DENSITY - SEE LEGEND FOR DEPTHS. �8 COMPACT SUBGRADE TO 95% CONCRETE FLATWORK AT EXIST. PAVING NTS PROJ-2020-1010-14 NOTES: 1. IE PROVIDED FOR REFERENCE ONLY. CONTRACTOR TO DETERMINE EXACT IE BASED ON SITE CONDITIONS. 2. EVERY PIPE PENETRATION TO BE LINKSEALED AND CORED ON SITE. 8" GRAVITY SANITARY SEWER LINE. CONTRACTOR TO VERIFY SIZE. ! H► PROJ-2020-1010-57 4" PRESSUREIZED EVACUATION LINE FROM SUMP PUMPS/OVERFLOW VAULT WITH DOWN -TURNED ELBOW AND PIPE EXTENSION. FORCE MAIN -TO -GRAVITY MANHOLE 3/4" = 1'-0" 0 FINISH GRADE PER PLAN. O PATHWAY - MATCH EXISTING GRAVEL PATH MATERIAL. COMPACT TO 95% REL. DENSITY. UNDISTURBED SUBGRADE 4O COMPACT SUBGRADE TO 90% REL. DENSITY. 2 � LANDSCAPE FABRIC. a] IAIIf)TN RFR PI ANI GRAVEL PATHWAY NTS PROJ-2020-1010-70 LINK -SEAL® MODULAR SEALS MANUFACTURED BY PIPELINE SEAL & INSULATOR, INC. HOUSTON, TEXAS, U.S.A. TEL: 800-423-2410 E-MAIL: INF0@PSIPSI.COM ASTOMERIC SEAL ELEMENT MODEL (C, L, S-316, O, OS-316, T) )LT ESSURE PLATE 4LL LS Model Seal Element BMWNuts Pressure Plate C EPW [Black} Zinc DichrornatelOroanic Coated Carbon Steel Bolt Reinforced Nylon Polymer L EPDM [Blue] Zinc DichromatelOrWmic Coated Carbon Steel Bolt Reinforced Nylon Polymer O Nitrite Zinc DichromatefOrflanic Coated Carbon Steel Batt Reinforced Nylon Polymer T Silio a Zinc Dichrornate/Crctanic Coated Carbon Steel Bolt Steel Zinc Dichromate (C.L.0)+S-316 [see model options] 316 Stainless Steel Reinforced Nylon Polvmer For more Materla[ Property Informa9m. we literature at www.linkseal.com LI N KSEAL DETAIL NTS PROJ-2020-1010-32 036" PRECAST VAULT WITH 2" 391,35 RIM RISER AND 6" COVER, 391,35 FG FLUSH WITH FG � IIIII I I III I -1 I I—III=III1 1117 8" GRAVITY SANITARY SEWER LINE. -I I�111—I III=1 CONTRACTOR TO VERIFY SIZE. 17111--1 1=1 I i-III i i I ICI I I1 IIII�IIIIIIII Q IIIIIII�IIIII I I III III v fIl-388,97IE -ICI-ICI III-ICI � III 4" PRESSUREIZED EVACUATION LINE FROM SUMP =1 I I=III I I III- 388.31 IE III -I I PUMPS/OVERFLOW VAULT �111I III" WITH DOWN -TURNED ELBOW 11 III —III= AND PIPE EXTENSION. II- 1 2'-6" 3'-1" SECTION PROJ-2020-1010-58 FINISH GRADE TRENCH BACKFILL, UTILIZE EXISTING ON -SITE SOIL. FREE OF DEBRIS OR ROCKS LARGER THAN 1.5" IN DIA. COMPACT TO 80% REL. DENSITY DETECTOR TAPE. PIPE TRENCHING 1 /2" = 1'-0rr CONTROL JOINT EXPANSION JOINT COARSE SAND BEDDING WATER FEATURE RECIRCULATION LINE UNDISTURBED SUBGRADE PROJ-2020-1010-01 O 4" THICK CONCRETE PAVING, REINFORCE AS PER PLANS OR SPECIFICATIONS. O 314" DEEP TOOLED JOINT. 3O TYPICAL 4" THICK COMPACTED AGGREGATE BED OVER COMPACTED SUB -GRADE. �4 112 DIA. X 24" SMOOTH STEEL DOWEL W1 SLEEVE AT ONE END, 48" O.C. TWO MIN. PER JOINT. (5 EXPANSION JOINT: 112" FELT WITH BREAK AWAY TAB, CAULK WITH GRAY SEALANT. CONCRETE FLATWORK WITH JOINTS 1" = 1'-0" PROJ-2020-1010-06 rl X m w = O U) J Q� Z O U) w DC O = 2: w X X X X J Lu Z Z z X Q w X to Lu > w Q o c~n w Q 0Y w = a IZ ID ID U Q �G ON C) Z LLJ� z O wN� O h O = O 2 = V)Lu Q < < N w a�za LA Q w F- O CO < < > O = ��pF- F- F-owo o LL.zF- w J a U U) 0 Q a x Q Q J0M aW Z m LVOQ 3 LL v Q J _ oG F�1 o V LV w �30 r— V�'� 00 �Na M ce 0 V V N N O Q )0 z a w F- a t4 O 0 N O N N 0 M N U w O m m O m N 0 O m m r N O ,V 2HP GRINDER FLOW FROM PUMP SPLASH PAD STATION DRAINS FROM CITY WATER 21, SUPPLY - CHECK PLUG VALVE VALVE ---I -*,K`, — u PRESSURE SUSTAINING VALVE OPENS IF PRESSURE IS BELOW 10 PSI BACKFLOW PREVENTER 2HP BOOSTER PUMP 211 F& 3 X 120 GALLON PRESSURE TANKS PH/CL2 ANALYZER & 3�� BACKWASH CONTROLLER z uj S z FILTER o LOCAL Q ° CONTROL a U PANEL rl PRESSURE SUSTAINING VALVE OPENS IF PRESSURE IS BELOW 10 PSI 1 " 2" 3 X 120 GALLON PRESSURE TANKS PRESSURE RELIEF VA LV E 211 SPLASH PAD SOLENOID VALVES IN EXITING DETAIL 1: PROCESS FLOW SCHEMATIC " LINE TO EXISTING SOLENOID VALVE VAULTS 2" CONDUITS VVITH CONTROL VV IDES TO EXIST I 'Ca `- SOLED OI D VALVE _ I 4%6 1 rr Omfm PUMP sr SC PH RE fELED 4� '0!-� APO. -1, CHL10- RLN E: FEW 4-A+ sOHAO ,CUNTACK 'AML 1 hlvf vn- F iv Ikr, K" 00 PK EIS ErA FEED LIMES la's 30-,nin Ti 19UPkit. J w z Q a J 80O TE R PUMP GOULDS 2MSIG4CO, 2 HP, 115 , L PH I NEW AQUATIX SOLENOID CONTROL PANEL AQUATIX@PLAYSI.COM 877-632-0503 WDIANTER SEE SHEET L43 DETAILS 1 ANSD PH/CL2 ANALYZER CONTROLLER, HACH CLT10SC WITH HACH SC200 CONTROLLER, SEE DETAIL 3 HYDROPNUEMATIC TANKS: WELL XTROL 119 V GALLON TANKS 26 DIA. t TANX TANA TANK 150 PSIG WORKING PRESSURE PROVIDE PRESSURE SWITCH FOR EACH SET OF THREE TANKS 2w I I'll I a 1 c I 2" CH l C K VALVEIt2"' 6LOSE VALVE DETAIL 2: BUILDING LAYOUT I" RIP BACKF LOW DEVICE (2 EACH) 1'� LLAVAL PRESSURE SUSTAINING VALVE (2 EACH) n Ln 5.7" 0 o HACH SC200 CONTROLLER 19.5" HACH CL10SC DETAIL 3: PH/CL2 ANALYZER & CONTROLLER x �N x m w = � o U) J O z O 4 w w X X J L z Z z X w X Lu > w Q U-) w Q cl� U = a O z o o v Q O • y �0 LLJ O wN� O e z O z O (n (n '- w w cn Q cn w ��z¢ N QQ A w > O _ ��o� =�zo Fowz zF- w J Q U U) 0 a a rr� Vl a� aW ' 00 z ViZM uw W 3 � � ago W GC w W (A O Q VFW I..I 00 �Na M ce O V V N N O N Q _ )o Q r, w a - O O N O N N O M N U w rl O a U N to J U) O rYi N z Q iL U Y U Y z a M N N N O N 00 M J 0) J i N N O M i rl N a� a� U') / a V7 0) L Q) C 0) C W N C ro L_ U L_ O a--+ L O !1 i N N O M rl N to U N 0 L_ a xl 0 a / ap NORTHSTAR WATER FILTER mODEL Peracetic Model NumAw Opfimm P*ak How Tank Size Pip* Size Eockwoth Fiow Washed Qvortz Ganw me" FAA sand madam AMwouh media 2" INLET 2" OUTLET Chlorine Acid Flow Ra1M Raw Role — —I—� — r — — Injector Model Plantpro PVC Plantpro PVC PA302M5 50 OM 100 gpm 30' ; 72' 2' 70 gp.m 2500/2 5 tv- h. 2000/1-6tv. L 3500/3.5 ui- h- 5200/ to tv h I 1/ - ,,- Chemical Feed Pump Stenner Stenner Model 85MPH5 85MPH5 ----- 3« D2Ait: ❑ Chemical Pump 5 5 I Capac4. 0 J Chemical Pump Max 100 100 METER Pressure, psi Backpressure Valve Griffco BPV Griffco BPV A BACKWASH I N G Model. set at 75 psi Standard Body Standard Body a HEAD WITH '�- `1 4 METER Pressure relief valve Grif600 PRV GrifFoo PRV A 6 C D C Model. set at 120 psi Standard Body, Standard Body, MULTI 30' 72' 88" 43 S' d 3 MEDIA ,�• ,�_ Plow ration Column Koflo 100mL, Koflo 10GmL_ Z FILTER el ^ Motor Model Carton 2" Meter Carson 2- Meter with Electric with Electric Contact Contact C200EC C200EC Pump Control Model Stenner RCM Stenner PCM Tubing type 120 psi LDPE 120 psi LDPE Tubing size '/.' ID '/." ID Stonge Tank Model Snyder 120 Snyder 120 Gallon Tank Gallon Tank FILTER DIMENSIONS AND MEDIA Grounded Povner Outlet. protected by Ground -Fault Circutt•Interrupter [GFCI); 120V shown PCM Input Signal Cable Connection Water Meter Output Cable 0 Metering Pump Power Cord PCM E0 100000 PCM Power Cord i Duckbill Check Valve Water Meter Stenner Fixed Output Metering Pump Shut -Off Valve Spill Recovery Tube Solution Tank • r I 41 1 1 1 e f 1 I I 1 1 I CHEMICAL FEED CONTROL SCHEMATIC FILTER PIPING INSTALLATION SNYDER 120 TANK ILIVING MODEL IL(38SF7V 7" EXHAUST FAN MOUNTED IN LOWER WALL 6" FROM FLOOR 12" X 6 0u 0u LOUVER " L MOUNTED • IN UPPER WALL CHEMICAL FEED EQUIPMENT STENNER PUMP STENNER PUMP MODELS 85MPH5 CONTROL MODULE PCM1 TO INJECTION CHEMICAL FEED ROOM LAYOUT DETAIL 5 ro x x m wLU =;:1- 0 U) J '._1 z O U) w w X X J Lw z z z x 0 w x Lw > w Q Lnn w Q 0C w = a a 0 0 U Q ON C) Az LL1� z O w(V� O O 0 U) Q to N w ��za Q � � LA w Oz ED 0 > O _ �g0~ =Hz0 �Owz o LL_zF- w J Q U 0 Q Ta i Jam Q IL 00 W th Z Cl 0 W0a H 3 W J Jvo� Q U W i3G U W �Na M Q C O U U N N 0 Q )0 z a w a o - O O N 0 N N O M N U w 0 U L / J \J In O M N z LL U Y U Y z a M N N O N 00 J 0) J i N N O M i N 4) N L) / a a--+ Ln 0) L a) C 0) c LU Z, ro ro U s_ O L. d i N N O M rl N / in U N O s_ a XI 0 a / V' 1 li ! 11 iiiii iMMM! lMii! iMMi! !!!!! Mil !Ml i. 1•iii =iiii iiiARi iiiii iiiii Mil iii ii �• 'fir iiiii iiiii Mil LSGX - 7W0 STAGE ^=====•:..:..:.�. ��: iiM�■ ► �i� iMMMi iMMMi lil iiil•A � i` JMMi i!!Mi !iiii i!1 iiii � •Mill i!!!! !!!!! !!!!! !!1 iii +ii i!!!i iiiii liiM Mil iiii! iMMla 1�!!!i iMMM! Mil Mid !!!a \i i!!!1• !!!!! !i!M! M!1 l lf.#!! ilia i !i!!= iiiii !!!!! !!1 iii i!lM.� iiii: !iiii iiii! M!1 !ice !!!!R \ !iMl,r iiiii !!!M Mil liii>• iiiii iMi� MiA == iiiii iMMii !!, i� Lill! ►�ili � !!!!! !!!� Mil i. ila �.—�--..�.—si—..— �---- ---�— i—. ►iiii iiii! lilSi!• iMMi! !iiii MMI iiiii_ !il iiii , iiiii !iiii !il iiii! !S lil !iiii■ iiii! iiii! i!I iiiii iiiii � iiii .. •iiii iiiii Mil -- L SG - S IN G L.E -- — •-- --- --- --� ii ii �MMMa ►'Ml'r!! !!!!i iMl M!. STAGE i!!!� !.-� \!i iiii!!!1 iiii! Lill! illi� !!!� �*.• will! 111 . 1iiii —iii— iiii. iiii � � �i—� ii• MMMM! i!!!! !!!!M iMMMI ■iii 7! MMI MlMMM iiii! !lMMM iMMM■ 1 !iii G !Ml M!M!! iiii! !!!!1• iiilf . !!!!� S !!1 iiiii ilia! iMMM� iMMM■ 1 iiiii iMl i!!!z i!!M. ■ !M!iz iM7 iiii! Lill! lilies !lilt 1 iiii! lil i—. llll■ I ZMMM! Mil Mil isili:�!!!!!!!� i!!M■ 1 iiii! i!I 1 iiiii ��.:.,:..:. ��—_—_—_—_- • —�� ) iiiii mill! !Mill• iiii:: !!!M! =Ml iiiii !ill! !!!!� iiii■ . iiii! !!1 iiiii iMMMi il=M= iiii.. !iiii ii, iii!! illii iiiii !l!!i !llli 111101 1 10 20 30 40 GALLONS 60 50 40 110 40 60 D3672L.SLSG - cries Elvaricat Data xxxxnun a axnKxunuu n p rrxx rrnx Is Mx Is xxx rsx si ttttttttttttttnttllttnnxtttttttttt Isuuunulxntt>Knttttnuuunn Ulm x rsxxlsxx Iixx p xxx ux is x x xxxxxxxxxttxxxunumumux nttttttttunnttnttlennesman nun an" unnumxxnxxxuxssn nun an"nu ; xxx111ttxxxlls anauaaaan Nunlelesexxx >KNUMNSIxttel aaaanun ma unnumunun xxx u xxxxxxssxx x x xx ss>rz>� u Ixn ttuuuuttttnarua naguuua nuuu xltxxxnxntauxnttnttun ttlsun xttuss>aulsursttlelauuuu>Ruuutt x tt ttuuttttn tt xu u ssttu rsu u u ttnnunttxxttpnnnttnnnnn xxxxssxxsexuxxnttxnn u NuNuuxu 12 xxxxs«szuun xxxxxxxx3 ( 14] FIBERGLASS COVER [I 82.9cr► 77' TANK HEIGHT I' 4" UNMOUNTED 1A: ET HUB 036-117 i 047' [93cm] D . [ 107cm] r.. vo.c �mM,rt D3672 SERIES DIMEN510NAL avw a +r wv A^xr�•a n.a.+tiwrs s,r..yoac.d a.4 .o A.rirw*1W *C NEW$vr+o%,R•vsM" A/.w4* Al" fPRCAt01 6O IOI fLJ11f Rw1..r' .LK I • - PAODEL' HP VOLTAGE PHASE SF FULL LOAD APAPS LOCKE[) ROTOR AMPS2 THERMAL OVERLOAD TEMP STA-TOR WINDING CLASS CORD L E N G'TH [Fr] PUMP DISCHARGE S1-AfWDaB.RD CONTROL PAN ELS 011572L f31 7� 2081?30 1 10 1s 53 1DS'C 1 221 °E 3 .25 1-114' NPIT AE24-1s3 D36T.2L-73202.- -610$!;30 1 1 Cl 15 53 1354C ., 275'E. 3 3S 1-FIST AE2AHCi-_3 03672L5G2-03 20812) 3 1,D 10.6 61 NIA a 2S 1-114' N DT Aid-3.511 D36 7 3:5C? = CZ 3 --,.C' $[1 3 1 0 53 31 WA a i3 1_ L..'j- r J ;P' AU-1 z 3-171 36T2L _C 5 2 s7s .4 1.0 4..9 41 NVA B 2S 1-114' N DT 54=3�-161 '-1'?A711 ce-1VIA1 ' 1fw ' Ion I I 1 fl 11C r 11 17["d— CItE In "HE I slit/ ktrff AC?.A.A_n D 72LSG02--C � 20641 1.0 1s S3 1461C} 27511F a 3S 1-1,14' Nir AUAHC=3 I— I tL f 4.* I ;a I qW I Ivv I VI 1 IYrri 1 1 66;2 I I- If" I -I"[ I I 33672L X.2" i 3 1 1_0 5.3 1 31 1 N,,,A I 3 I 2S 1-1/4' Nib I A m3-1 T1 DM72LSGX20S _' 1 575 3 1 1 0 1 4.1 1 31 1 N ,A. I B I ZS 1 1-11X N;�T I AES&�3-161 1 Add 4P 10 'f * mz;pd t� Ilumbef for I P-Seri&ft p v-0 u bra&, 2 Am4*rmp vah s we for Iradr p�n-Ip. � 'triC�L yer+,rr�Ii shaJ I L� si��d i0 �I all p�Imp,c rrr�irilg . D3672LSG/LSGX.Series Technical Data WOUND FI$EWAASS Wrrm ANTI -FLOTATION FLANGE TANK STANDARD - FIBERGLASS COVER OPTIONAL - STEEL COVER CAPACITY 317 GALLON TOTAL BASIN VOLUME (PUMP CYCLE = 88 GALLONS) GUIDE ML STANDARD - SCHEDULE A0 GALVANIZED OPTIONAL - SCHEDULE 40 STAINLESS STEEL GUIDE RAIL BASE 1 DISCONNECT (GR20) CAST IRON INLET HUB 4- WITH RANGE GASKET AND PIPE SEAL DISCHARGE PIPING SCHEDULE 80 PVC CONTROL PANEL NEMA 4K DUPLEX OUTDOOR ALTERNATING PANEL WITH AUDIBLE (80 d60 AND VISUAL N*H WATER ALARM IMPELLER 300 SERIES STAINLESS STEEL PAINT POWDER COAT MAX UQUID TEMP 606C (140"F LSG202 - I WC 1 zz 1 Of MAX STATOR TEMP (I -PHASE) LSG202{ AND LSGX MODELS -1351C ! 2756F LSG202 - I WC 1221'F THERMAL OVERLOAD {1-PHASE} M-102-C AND LSGX MODELS - 135•C 1275'F SX)OW 0-Phase) POWER CORD TYPE SEOOW I3-phm) SOOW (r,Krmal cspacmw mmosI MOTOR HOUSING CLASS 25 CAST RON VOLUTE CLASS 25 CAST .RON SHAFT 3W SERIES STAINLESS SEEL HARDWARE STAINLESS O-RINGS BONA-N MECHANICAL SEAL UNITIZED SILICON CARBIDE MIN BEARING LIFE 50,000 HRS WEIGHT S.'6 LBS 1239 KG [1I ?Crnj 047 ANTL-FLOTAIX)N FLANGE i-C [25Ac rnI] ID" T_' J970 ELECTRICAL ENCLOSURE — [94 ►] 37.n ALAW [ _h;mj 31 .". [3 M] 1 3_00in OFF � i1154C� "f1C91H1JIQI C iFaV11% i amferums "nmwawaam .Aa Zh7 R9i��il!'I!'t •L.vF.S [9).4cm] 0 3y AP RiCA IC I I ¢ aaCH SLiai f71 alb• PVC D4SC HARGE L 1 T' 6 5/6' 5 114' [I6.&—M] [i 3.2Gm] [9.1Cm] UPPER PiPE GUIDE BRAG LSG200 OR LSGx20D SERIES GRINDER PLIM 5 114" [13.3cm] GR20 GUIDE RAIL BASE xk..O1ftWC�Cva0.4onn/ dW..Cs+..o.•.gR..•C• D3600 SERIES DIMENSIONAL san na►r. •.I• it.7oX 1. w M MOOt AMA VORWY./rX. W �Tl.1 tt�[pf.tYlrl i /..G...■ AlWeA Atr VAMP 0014M IQ" waww� r., ". 1-1)4r STM a7 WT PVC RU LKHEAD , C,Q NNE I I i I I I DISC 114 RGE DEP I H OPT10 R b 24". 36-. 4V GRM GU IDE RAIL DISCO "ECTED view SEE DEFAI L 14E XT PAGE SCALE 1:10 M.'em W-11._ 11 1.0511 PA D3672 SE RES DIMENSIONAL � X X m w = �} O U) J N Z O U) w O 2: LU X X X X J LU z z z 0 w Lw > w I- Q o M w Q 0C w = a IZ 0 0 U Q �G OS LLJ O b wN� O O O LU < Q < N w 0�za Q � 3:LA Oz CO a<o LU > _ ��~ =Hz0 F- owz O LL. z H w J Q U U) 0 Q a x Q a°M J LY a Vi Z C LU LU 0 a 0 �7 LL a j U ~0U a i W 3O LU C � Z V�'� 00 z �Na M � Ce O V V N N O N Q D )0 Q ftl:z w Q 0 t0Q11'. O O N O N N O M N U w r1 O a 7 STRUCTURAL DESIGN A. GOVERNING CODES AND GENERAL NOTES INTERNATIONAL BUILDING CODE (IBC) 2015 AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE)- MINIMUM DESIGN LOADS FOR BUILDINGS & OTHER STRUCTURES-ASCE 7-16 AMERICAN CONCRETE INSTITUTE (ACI) - BUILDING CODE & COMMENTARY ACI 318-14 AMERICAN FOREST & PAPER ASSOCIATION (AF&PA) - NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION NDS 2018 AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC) 9TH EDITION THE CONTRACTOR IS RESPONSIBLE FOR LOCATING OR HAVING LOCATED THE BUILDING ON THE SITE AND VERIFYING ALL FOUNDATION DIMENSIONS, AND SETBACK REQUIREMENTS FROM EASEMENTS AND PROPERTY LINES WITH THE ARCHITECT PRIOR TO CONSTRUCTION. B. DESIGN LOADS 1. ROOF DEAD LOAD 15 PSF 2. FLOOR LIVE LOAD 125 PSF 3. ROOF LIVE LOAD - 20 PSF 4. ROOF SNOW LOAD A. THE GROUND SNOW LOAD, Pg - 30.0 PSF B. FLAT -ROOF SNOW LOAD, Pf - 25.0 PSF C. SNOW EXPOSURE FACTOR, Ce - 1.0 D. SNOW LOAD IMPORTANCE FACTOR, I - 0.8 E. THERMAL FACTOR, Ct - 1.2 5. WIND LOAD A. BASIC WIND SPEED (3-SECOND GUST) - 92 MPH B. WIND IMPORTANCE FACTOR- 1.0 C. BUILDING CATEGORY - I D. WIND EXPOSURE - C 6. EARTHQUAKE DESIGN DATA A. SEISMIC IMPORTANCE FACTOR - 1.0 B. OCCUPANCY CATEGORY- I C. MAPPED SPECTRAL RESPONSE ACCELERATIONS Ss / S1 - 1.630 / 0.567 D. SPECTRAL RESPONSE COEFFICIENTS SIDS / SD1 - 1.304/ 0.542 E. SITE CLASS - D F. SEISMIC DESIGN CATEGORY D G. BASIC SEISMIC FORCE RESISTING SYSTEM- LIGHT FRAMED WALL SYSTEM W/ WOOD STRUCTURAL PANELS H. BASE SHEAR 1.7 KIPS I. SEISMIC RESPONSE COEFFICIENT Cs 0.201 J. RESPONSE MODIFICATION FACTOR 6.5 K. ANALYSIS PROCEDURE USED EQUIVALENT LATERAL FORCE NOTE: SEE UNBALANCED SNOW LOADS ON 6/S0.00 STRUCTURAL DESIGN INFORMATION CONCRETE A. SEE SOILS AND GEOTECHNICAL NOTES FOR SITE PREP AND STRUCTURAL FILL REQUIREMENTS ON THIS SHEET FOR SUBGRADE PREP. B. ALL CEMENT IN CONCRETE TO CONFORM TO ASTM C150 SPECIFICATION FOR PORTLAND CEMENT. C. ALL AGGREGATE TO CONFORM TO ASTM C33 SPECIFICATION FOR CONCRETE AGGREGATES. D. CONCRETE SUPPLIER TO MIX BASED ON THEIR TESTING TO ASSURE THIS MINIMUM COMPRESSIVE STRENGTH PER ACI 318. IN THE ABSENCE OF SUFFICIENT TEST DATA, CONCRETE PROPORTIONING SHALL BE DONE IN ACCORDANCE WITH ACI 318. E. THE MAXIMUM NOMINAL AGGREGATE SIZE SHALL BE ONE FIFTH THE NARROWEST DIMENSION BETWEEN THE FORMS OR ONE THIRD THE DEPTH OF THE SLAB, OR THREE -FOURTHS THE MINIMUM CLEAR SPACING BETWEEN INDIVIDUAL REINFORCING BARS OR WIRES, WHICHEVER APPLIES. THESE PROVISIONS ARE TO ASSURE CONCRETE PLACEMENT WITHOUT VOIDS OR HONEYCOMBS AND MAY BE WAIVED ONLY BY THE BUILDING OFFICIAL IF THEY JUDGE THAT LARGER SIZES ARE ADEQUATE BECAUSE OF WORKABILITY AND METHODS OF CONSOLIDATION. F. CONCRETE CURING (OTHER THAN HIGH -EARLY) SHALL BE MAINTAINED ABOVE A TEMPERATURE OF 50°F AND IN A MOIST CONDITION FOR AT LEASTTHE FIRST SEVEN DAYS AFTER PLACEMENT. HIGH EARLY CONCRETE SHALL BE CURED ABOVE 507 AND IN A MOIST CONDITION FOR AT LEAST THE FIRST THREE DAYS. G. ADEQUATE EQUIPMENT SHALL BE PROVIDED FOR HEATING CONCRETE MATERIALS AND PROTECTING CONCRETE DURING FREEZING OR NEAR -FREEZING WEATHER. ALL CONCRETE MATERIALS, REINFORCEMENT, FORMS, FILLERS, AND GROUND WHICH THE CONCRETE IS TO BE IN CONTACT WITH IS TO BE FREE OF FROST. FROZEN MATERIALS OR MATERIALS CONTAINING ICE SHALL NOT BE USED. H. DURING HOT WEATHER, PROPER ATTENTION SHALL BE GIVEN TO INGREDIENTS, PRODUCTION METHODS, HANDLING, PLACING, PROTECTION, AND CURING TO PREVENT EXCESSIVE CONCRETE TEMPERATURES AND EVAPORATION THAT MAY IMPAIR REQUIRED STRENGTH OR SERVICEABILITY OF THE MATERIAL. I. ALL FOUNDATIONS SHALL BE MECHANICALLY CONSOLIDATED. VIBRATORS SHALL BE INSERTED IN PREVIOUS POURED FRESH CONCRETE TO PREVENT COLD JOINTS WHEN MULTIPLE LAYER OF CONCRETE ARE PLACED IN A WALL. J. CONDUITS, PIPES, AND SLEEVES SHALL BE ALLOWED ONLY WHERE NOTED ON THE PLANS. ANY ADDITIONAL ALTERATIONS ARE NOT PERMITTED WITHOUT ENGINEER APPROVAL THAT IT WILL NOT COMPROMISE STRUCTURAL INTEGRITY. K. THE SURFACE OF ALL CONSTRUCTION JOINTS SHALL BE CLEANED AND LAITANCE REMOVED. IMMEDIATELY BEFORE NEW CONCRETE IS PLACED, JOINTS SHALL BE WETTED AND STANDING WATER REMOVED. PROVISIONS SHALL BE MADE TO TRANSFER SHEAR FORCES THROUGH THE CONSTRUCTION JOINT. L. INTERIOR SLAB ON GRADE SHALL BE CLASS 1 W/ A NORMAL STEEL TROWELED FINISH. TOTAL AIR CONTENT SHALL NOT EXCEED 3%. FLOOR SHALL BE WITHIN 1/8" PER 10 FT FOR FLATNESS REQUIREMENTS. SLAB SHALL BE SEALED WITH A HIGH SOLID CONTENT SOLVENT BASED CURE & SEAL EUCLID SUPER DIAMOND OR APPROVED EQUAL M. CONCRETE IN SIDEWALKS OR EXTERIOR SLABS THAT WILL BE EXPOSED TO FREEZING/THAWING OR DEICING CHEMICALS SHALL HAVE A MINIMUM 0.45 WATER/CEMENTITIOUS RATIO BY WEIGHT FOR NORMAL WEIGHTAGGREGATE CONCRETE AND BE 4000 PSI MINIMUM. N. ALL REINFORCING BARS SPECIFIED SHALL BE DEFORMED BARS AT LEAST GRADE 60. O. ALL BENDING OF REINFORCING MATERIAL SHALL BE DONE COLD AND MINIMUM BEND DIAMETER SHALL BE 6 TIMES THE NOMINAL BAR DIAMETER FOR #3-#8 BAR AND 8 TIMES THE NOMINAL BAR DIAMETER FOR #9-#11 BARS. REINFORCEMENT PARTIALLY IMBEDDED IN CONCRETE MAY BE FIELD BENT. P. REINFORCEMENT, ANCHORS AND EMBEDDED ITEMS SHALL BE ACCURATELY PLACED AND SUPPORTED BEFORE CONCRETE IS PLACED AND SHALL BE SECURED AGAINST DISPLACEMENT WITHIN TOLERANCES OF SECTION 1907.5 OF THE CURRENT VERSION OF CURRENT IBC. Q. STANDARD HOOK ON REINFORCING BAR SHALL BE: 1. 180' BEND PLUS 4d EXTENSION, BUT NOT LESS THAN 2 1/2" AT FREE END OF BAR. 2. 90' BEND PLUS 12d EXTENSION AT FREE END OF BAR. 3. FOR STIRRUP AND TIE HOOKS: SEE PLANS AND DETAILS R. MINIMUM REBAR LAPS - FOR #3-15", #4-20", #5-24 & #6-30" WITH A CLEAR SPACING OF NOT LESS THAN 2d AND CLEAR COVER OF NOT LESS THAN d. ALL OTHER SPLICES CONDITIONS SHALL BE BY THE FOR AND ILLUSTRATED ON FOUNDATION PLAN & DETAIL SHEETS. S. REFER TO TABLE BELOW FOR MINIMUM COVER AND TOTAL AIR CONTENT FOR CONCRETE IN DIFFERENT SERVICE CONDITIONS. CONCRETE PROTECTION FOR REINFORCEMENT CAST -IN -PLACE CONCRETE (NON -PRESTRESSED) DESCRIPTION MINIMUM COVER (IN) CONCRETE CAST AGAINST & PERMANENTLY EXPOSED TO EARTH 3 CONCRETE EXPOSED TO EARTH OR WEATHER: No. 5 BAR, W31 OR D31 WIRE AND SMALLER 1-1/2 CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH THE GROUND: No. 11 BAR AND SMALLER 3/4 28 DAY COMPRESSIVE STRENGTH SLUMP (IN) MAX/MIN MAX W/C RATIO AIR CONTENT (%) FOOTINGS 3000 PSI 5/3 .5 6 +/- 1.5% INTERIOR SLAB 4000 PSI 5/3 .45 3 MAX EXTERIOR SLAB 4000 PSI 5/3 .45 6 +/- 1.5% NOTE: SLAB WITH SUPER PLASTIZER SHALL HAVE A SLUMP OF 6 1/2" c-,,-CONCRETE NOTES WOOD FRAMING A. WOOD IBC CHAPTER 23 1. GRADE STAMPED DOUGLAS FIR/LARCH (SEE LUMBER GRADES). 2. NAILS: COMMON WIRE UNLESS OTHERWISE NOTED. EDGE OR END DISTANCES IN THE DIRECTION OF STRESS SHALL NOT BE LESS THAN ONE HALF OF THE REQUIRED PENETRATION. THE SPACING CENTER TO CENTER OF NAILS IN THE DIRECTION OF STRESS SHALL NOT BE LESS THAN THE REQUIRED PENETRATION. HOLES FOR NAILS, WHERE NECESSARY TO PREVENT SPLITTING, SHALL BE BORED TO A DIAMETER SMALLER THAN THAT OF THE NAIL. 3. ANCHOR BOLTS (FOUNDATION ANCHOR BOLTS) MINIMUM REQUIRED: PROVIDE 5/8 INCH DIAMETER ANCHOR OR MACHINE BOLTS WITH A MINIMUM OF 7 INCHES EMBEDMENT INTO THE CONCRETE AND WITHIN 12 INCHES OF EACH END OF EACH PLATE. SPACE ANCHORS AT48 INCHES ON CENTER UNO. ANCHORS SHALL BE LOCATED A MAXIMUM OF 2 INCHES FROM THE FACE OF STUD RECEIVING WOOD STRUCTURAL PANELS. ANCHOR BOLT HOLES 1/32 TO 1/16 INCH LARGER THAN THE ANCHOR BOLT DIAMETER. HOLES MORE THAN 1/16 INCH LARGER THAN THE ANCHOR BOLT SHALL BE EPDXY FILLED UNDER THE CONTINUOUS SUPERVISION OF A LICENSED SPECIAL INSPECTOR. 4. SQUARE STEEL PLATE WASHERS (PW): ANCHOR BOLTS, BOLTS, LAGS AND NUTS, NOTED PW, SHALL BE SQUARE STEEL PLATE WASHERS: BOLT DIAM THICKNESS SIZE (IN) (IN) (IN) 1/2 3/16 2 X 2 5/8 1/4 2 1/2X2 1/2 3/4 5/16 2 3/4X2 3/4 7/8 5/16 3X3 1 3/8 3 1/2X3 1/2 5. CUT STEEL WASHERS: FOR BOLTS, LAGS AND NUTS, UNO. 6. FRAMING CONNECTORS: PER MANUFACTURER'S APPROVED PRODUCT EVALUATION REPORTS ICC APPROVED AND INSTALLED ACCORDINGLY. SIZE AND NUMBER OF NAILS TO BE MAXIMUM SPECIFIED BY THE MANUFACTURER LINO. 7. PRESERVATIVE TREATED WOOD: WOOD EXPOSED TO THE WEATHER; FOUNDATION PLATES ON CONCRETE SLABS, FOUNDATIONS WHICH ARE IN DIRECT CONTACT WITH EARTH SHALL BE TREATED WOOD WITH PRESERVATIVE RETENTION AS REQUIRED FOR USE. NEWLY EXPOSED SURFACES RESULTING FROM FIELD CUTTING, BORING OR HANDLING SHALL BE FIELD TREATED IN ACCORDANCE WITH AWPA M-4. 8. TOP PLATES: TWO PIECES, SAME SIZE AS STUDS, STAGGER SPLICES AND CONNECT PER SCHEDULE. 9. CUTTING AND NOTCHING: DO NOT CUT, BORE, COUNTERSINK OR NOTCH WOOD MEMBERS EXCEPT WHERE SHOWN IN THE DETAILS. HOLES THROUGH PLATES, STUDS AND DOUBLE PLATES IN WALLS SHALL NOT EXCEED 40 %THE MEMBER WIDTH AND SHALL BE LOCATED IN THE CENTER OF THE MEMBER. SEE DETAILS ON FRAMING DRAWINGS. 10. GALVANIZING: ALL EXPOSED STEEL TIMBER HARDWARE, FASTENERS AND CONNECTORS. 11. TRIMMERS AND HEADER JOISTS SHALL BE DOUBLED OR OF LUMBER OF EQUIVALENT CROSS SECTION WHERE THE SPAN OF THE HEADER EXCEEDS 4 FT. 12. NOT LESS THAN 3 STUDS OR LUMBER OF EQUIVALENT CROSS SECTION SHALL BE INSTALLED AT EACH CORNER OF ALL EXT. WALLS. B. LUMBER GRADES DOUGLAS FIR/LARCH IBC CHAPTER 23 COMPLY WITH PS 20, AMERICAN SOFTWOOD LUMBER STANDARD AND STANDARD GRADING RULES FOR WESTERN LUMBER. 19% MAXIMUM MOISTURE CONTENTAT TIME OF PLACEMENT. 1. DIMENSION LUMBER: STUDS 2" TO 4" THICK, STUD AND BETTER 2. DIMENSION LUMBER: BLOCKING 2" TO 4" THICK, STANDARD 3. DIMENSION LUMBER: JOISTS & RAFTERS, 2" TO 4" THICK, NO. 2 AND BETTER. C. WOOD STRUCTURAL PANELS PANEL- EXPOSURE I APA RATED 1. REFERENCES: PS1, PS2, APA STANDARD PRP-108, NATIONAL EVALUATION SERVICE REPORT NER-108 AND ICC ES REPORT 1952. 2. WALL PANELS: PER SCHEDULE 3. ROOF PANELS: PER SCHEDULE 4. BLOCKING: a. WALLS: ALL UNSUPPORTED PANEL JOINTS SHALL BE BLOCKED SOLID WITH 2x BLOCKING. b. ROOFS: WHERE NOTED ON THE DRAWINGS, ALL UNSUPPORTED PANEL JOINTS SHALL BE BLOCKED SOLID WITH 2x4 FLAT BLOCKING 5. NAILING: COMMON WIRE NAILS IN PANEL SHALL BE DRIVEN SO THAT THE HEADS ARE FLUSH WITH THE SURFACE OF THE PANEL. FIELD NAILING (FN) SHALL BE PER SCHEDULE AND THE MINIMUM PANEL EDGE DISTANCES SHALL BE MAINTAINED. 6. MACHINE NAILING: SUBJECT TO A SATISFACTORY JOB SITE DEMONSTRATION FOR THIS PROJECT AND REVIEW BY THE ENGINEER. THE USE OF MACHINE NAILING IS SUBJECT TO CONTINUED SATISFACTORY PERFORMANCE. PANEL NAILS SHALL BE DRIVEN SO THAT THE HEADS ARE FLUSH WITH THE SURFACE OF THE PANEL AND THE MINIMUM PANEL EDGE DISTANCES ARE MAINTAINED. 7. WOOD STRUCTURAL PANELS (PANELS): WHERE ADJACENT WALLS ARE PANELED, PANELS SHALL BE INSTALLED OVER AND UNDER OPENINGS D. COMMON WIRE NAILS SIZE DIAMETER WIRE PENETRATION PENNY INCHES GAGE INCHES 8d .131 10-1/4 1-1/2 10d .148 9 1-5/8 16d .162 8 1-3/4 20d .192 6 2-1/8 30d .207 5 2-1/4 PENETRATION IS MEASURED INTO THE PIECE RECEIVING THE NAIL POINT. 1-1/2 INCHES OF PENETRATION FOR 10d AND 16d NAILS IS ACCEPTABLE FOR TOP PLATES AND DOUBLED 2X MEMBERS. WHERE THE NAIL PENETRATION WILL BE LESS THAN SPECIFIED, INCREASE NAIL LENGTH (SIZE) TO OBTAIN THE PENETRATION REQUIRED FOR THE NAIL SPECIFIED. ALL HORIZONTAL SEAMS ON PANELED SHEAR WALLS TO BE BLOCKED AND VERTICAL SEAMS TO LIE ON A STUD LINE, ALL DIAPHRAGM BOUNDARIES TO BE 3x OR DBL 2x AND STAGGER NAILED PER SCHEDULE. SHEAR WALL DIAPHRAGM BOUNDARIES ARE STRUCTURAL RESISTANCE LINES, I.E. SILL PLATES, TOP PLATES, & HOLD DOWN POSTS. PANEL EDGES ARE VERTICAL OR HORIZONTAL SEAMS, NOT ONE OF ABOVE. FIELD IS FASTENING AREAS WHERE MEMBERING OCCURS INSIDE PANEL EDGES. SHEAR WALL NAILS SHALL BE PLACED NOT LESS THAN 3/8" FROM THE PANEL EDGE AND FIRMLY DRIVEN INTO FRAMING MEMBER WITHOUT CRUSHING THE SURFACE OF THE SHEETING WITH THE HEAD. SHEAR WALL SHEATHING MATERIAL TO BE MANUFACTURED USING EXTERIOR GLUE; IF PARTICLEBOARD, MINIMUM GRADE IS 2-M-F, IF FRAMED OPENINGS IN SHEAR WALLS SHALL CONSIST OF DOUBLE FRAMING MEMBERS WITH NO PANEL EDGES ALIGNING WITH THE FRAME LINE WITHIN 2'. THE EDGE NAILING SHALL BE 6" STAGGERED UNLESS A PATTERN IS SPECIFIED ON THE SHEAR WALL SCHEDULE. ALL LUMBER TO BE NUMBER 2 OR BETTER UNLESS SPECIFIED OTHERWISE. ALL BEAMS/HEADERS TO BE AS SPECIFIED, CONTACT FOR FOR SUBSTITUTIONS SINCE ALLOWABLE STRESSES VARY E. STRUCTURAL CONNECTORS SIMPSON STRONG -TIE IS SPECIFIED FOR ALL LIGHT GAUGE METAL CONNECTORS SUCH AS HOLD DOWNS, COLUMN CAPS & BASES, JOIST, TRUSS & BEAM HANGERS & CONNECTORS AND STRAPS & TIES UNLESS NOTED OTHERWISE. USP STRUCTURAL CONNECTORS ARE AN ACCEPTABLE SUBSTITUTION PROVIDED THE LOAD VALUE FOR THE USP PRODUCT MEETS OR EXCEEDS THE SIMPSON PRODUCT. F. IF LUMBER OR PREFABRICATED PORTIONS OF THE BUILDING ARE STORED PRIOR TO INSTALLATION THESE MATERIALS SHALL BE PROTECTED FROM WEATHER AND STORED ON DUNNAGE TO PREVENT THEM FROM SITTING IN STANDING WATER/SNOW OR IN CONTACT WITH THE GROUND. 3 ,, WOOD FRAMING NOTES PREFABRICATED WOOD TRUSSES A. CODES AND FABRICATION: MANUFACTURER'S APPROVED ICC PRODUCT EVALUATION REPORTS B. GRADE STAMPED DOUGLAS FIR/LARCH NO. 2 OR BETTER, OR AS REQ'D BY DESIGN. C. DESIGN REQUIREMENTS: 1. TOP CHORD DEAD LOAD 10 PSF, BOTTOM CHORD DEAD LOAD 5 PSF 2. DEFLECTION: ROOF TOTAL LOAD DEFLECTION SHALL NOT EXCEED L/280, LIVE LOAD DEFLECTION SHALL NOT EXCEED L/360. D. CALCULATIONS & SHOP DRAWINGS: SUBMIT FOR REVIEW, SHOP DRAWINGS AND CALCULATIONS BY A LICENSED ENGINEER IN THE STATE OF THE PROJECT, FOR THE DESIGN LOADS, INCLUDING MAXIMUM REACTION, SHEAR, MOMENT, AND DEFLECTION IN COMPARISON TO THE ALLOWABLES. SIZE THE TOP CHORD FOR THE DIAPHRAGM NAILING AND A 2X MINIMUM NOMINAL WIDTH. THE TRUSSES SHOWN ON THE DRAWINGS ARE SCHEMATIC AND MAY REQUIRE SIZE OR SPACING MODIFICATIONS. VERIFY WITH BEARING LOCATIONS BEFORE MAKING ANY CHANGES. E. BLOCKING, BRACING AND BRIDGING: AS REQUIRED BY THE MANUFACTURER'S APPROVED PRODUCT EVALUATION REPORTS, THE IBC, ICC APPROVALS, THE CALCULATIONS AND THE DRAWINGS. F. TRUSS CHANGES: OBTAIN WRITTEN CONSENT FROM THE TRUSS MFR ENGINEER TO CHANGE THE TRUSS TYPE, WIDTH, CHORD DEPTH, TRUSS SHAPE OR SPACING. G. TRUSS MARKINGS: EACH TRUSS SHALL BE LEGIBLY BRANDED, MARKED OR OTHERWISE HAVE PERMANENTLY AFFIXED THERETO THE FOLLOWING INFORMATION WITHIN 2' OF THE CENTER OF THE SPAN ON THE FACE OF THE BOTTOM CHORD: H. TRUSS MFR SHALL CERTIFY THAT ALL LOADING IS PER LOCAL CONDITIONS STATED ON 'STRUCTURAL LOAD INFORMATION' NOTE. I. TRUSS MFR SHALL CERTIFY THAT THE CALCULATIONS REFLECT COMPLIANCE WITH THE LATEST EDITION OF IBC FOR UNBALANCED SNOW LOADS, FOR DRIFT LOADING, FOR IMPACT LOADING AS NOTED ON THE PLANS. ALL EAVES SHALL BE DESIGNED FOR 2 TIMES THE LIVE LOAD. J. ALL TRUSS TO TRUSS CONNECTIONS SHALL BE THE SOLE RESPONSIBILITY OF THE TRUSS MANUFACTURER. K. STAMPED SHOP DRAWINGS SHALL BE SUBMITTED TO THE BUILDING OFFICIAL AND ENGINEER FOR REVIEW BEFORE ANY FABRICATION. L. TRUSS HANDLING AND JOB -SITE STORAGE SHALL BE PER TPI STANDARDS AND NOTAFFECTTRUSS PERFORMANCE. M. CONFIRM WEIGHT, SIZE AND LOCATION OF MECHANICAL EQUIPMENT PRIOR TO DESIGN OF TRUSSES TO ENSURE POINT LOADS ARE ACCOUNTED FOR IN TRUSS DESIGN. PREFABRICATED TRUSS NOTES CONNECTION NAILING 1 1. JOIST TO SILL OR GIRDER, TOENAIL 3-8d 2. BRIDGING TO JOIST, TOENAIL EACH END 2-8d 3. 1"X6" SUBFLOOR OR LESS TO EACH JOIST, FACE NAIL 2-8d 4. WIDER THAN 1"X6" SUBFLOOR TO EACH JOIST, FACE NAIL 3-8d 5. 2" SUBFLOOR TO JOIST OR GIRDER, BLIND AND FACE NAIL 2-16d 6. SOLE PLATE TO JOIST OR BLOCKING, TYPICAL FACE NAIL SOLE PLATE TO JOIST OR BLOCKING, AT BRACED WALL PANELS 16d @ 16" o.c. 3-16d @ 16" 7. TOP PLATE TO STUD, END NAIL 2-16d 8. STUD TO SOLE PLATE 2 4-8d,TOENAIL OR 2-16d, END NAIL 9. DOUBLE STUDS, FACE NAIL 16d @ 24" o.c. 10. DOUBLED TOP PLATES, TYPICAL FACE NAIL DOUBLE TOP PLATES, SEE DETAIL FOR LAP SPLICE 16d @ 16" o.c. 11. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE, TOE NAIL 3-8d 12. RIM JOIST TO TOP PLATE, TOENAIL 8d @ 6" o.c. 13. TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL 2-16d 14. CONTINUOUS HEADER, TWO PIECES 16d @ 16" o.c. ALONG EACH EDGE 15. CEILING JOIST TO PLATE, TOENAIL 3-8d 16. CONTINUOUS HEADER TO STUD, TOENAIL 4-8d 17. CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL 3-16d 18. CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL 3-16d 19. RAFTER TO PLATE, TOE NAIL 3-8d 20. 1" BRACE TO EACH STUD AND PLATE, FACE NAIL 2-8d 21. 1"X8" SHEATHING OR LESS TO EACH BEARING, FACE NAIL 2-8d 22. WIDER THAN 1"X8" SHEATHING TO EACH BEARING, FACE NAIL 3-8d 23. BUILT-UP CORNER STUDS 16d @ 24" o.c. 24. BUILT-UP GIRDER AND BEAMS 20d @ 32" o.c. AT TOP AND BOTTOM AND STAGGERED 2-20d AT ENDS AND AT EACH SPLICE 25. 2" PLANKS 2-16d AT EACH BEARING 26. WOOD STRUCTURAL AND PARTICLE BOARD SEE STRUCTURAL PLANS 27. PANEL SIDING (TO FRAMING): 1/2" OR LESS 5/8" 3 6d 3 8d 28. FIBERBOARD SHEATHING: 1/2" 25/32" 4 No. 11 ga. 6d 5 No. 16 ga. No. 11 ga.4 8d 4 No. 16 ga. 5 29. INTERIOR PANELING 1/4" 3/8" 4d 6 6d 7 1. COMMON OR BOX NAILS MAY BE USED EXCEPT WHERE OTHERWISE STATED. 2. WHEN 3X SOLE PLATE IS USED, END NAILING SHALL BE 2-30d BOX OR COMMON NAILS TO STUD. 3. CORROSION -RESISTANT SIDING OR CASING NAILS CONFORMING TO TABLE 2304.9.1 OF IBC. 4. CORROSION -RESISTANT ROOFING NAILS WITH 7/16" DIA. HEAD AND 1-1/2" LENGTH FOR 1/2" SHEATHING AND 1-3/4" LENGTH FOR 25/32" SHEATHING CONFORMING TO TABLE 2304.9.1 OF IBC. 5. CORROSION -RESISTANT STAPLES WITH NOMINAL 7/16" CROWN AND 1-1/8" LENGTH FOR 1/2" SHEATHING AND 1-1/2" LENGTH FOR 25/32" SHEATHING CONFORMING TO TABLE 2304.9.1 OF IBC. 6. PANEL SUPPORTS AT 16" (20" IF STRENGTH AXIS IN THE LONG DIRECTION OF THE PANEL, UNLESS OTHERWISE MARKED). CASING OR FINISH NAILS SPACED 6" ON PANEL EDGES, 12" AT INTERMEDIATE SUPPORTS. 7. PANEL SUPPORTS AT 24". CASING OR FINISH NAILS SPACED 6" ON PANEL EDGES, 12" AT INTERMEDIATE SUPPORTS. NAILING SCHEDULE 5� i SNOW LOADING LOAD = 0.3xPs L 1 S A. ALL STRUCTURAL FRAMING SHALL BE DESIGNED FOR BALANCED SNOW LOADING PER SNOW LOAD ABOVE AND UNBALANCED LOADING AS SHOWN. BALANCED SNOW LOADING DOES NOT OCCUR CONCURRENTLY WITH UNBALANCED SNOW LOADING. BOTH CASES MUST BE EXAMINED DURING DESIGN. B. UNBALANCED SNOW LOADING IS PER CURRENT VERSION OF ASCE 7. C. UNBALANCED AND BALANCED SNOW LOADING SHALL BE EXAMINED IN CONJUNCTION WITH SNOW DRIFT PLAN. D. FIGURE ABOVE SHOWS UNBALANCED LOADING DUE TO WIND FROM THE LEFT, BOTH WIND DIRECTIONS MUST BE ACCOUNTED FOR DURING DESIGN. E. L = $ x 2.2 x VS Pr= 2.2 xS 1.2 F. ROOF TRUSSES SHALL BE DESIGNED FOR SNOW DRIFT LOADING SHOWN IN ADDITION TO ALL OTHER LOADS INDICATED ON THE PLANS, DETAILS AND NOTES. G. ROOFS THAT DRAIN WATER OVER THE EAVES SHALL BE DESIGNED FOR 2XPF ON THE OVERHANGING PORTION OF THE EAVE. THIS SHALL BE COMBINED WITH DEAD LOAD ONLY. V l SNOW LOADING INFORMATION & NOTES SOILS AND FOUNDATIONS A. FOUNDATIONS HAVE BEEN DESIGNED BASED ON ALLOWABLE BEARING PRESSURE OF 1,500 PSF B. CONSTRUCTION MATERIAL - EARTHWORK: 1. STRUCTURAL FILL SHALL CONSIST OF APPROVED ON -SITE SOILS OR BE FROM AN APPROVED MATERIAL SOURCE. 2. GRANULAR STRUCTURAL FILL SHALL MEET THE FOLLOWING GRADATION & COMPOSITION SIEVE SIZE % PASSING BY WEIGHT 3 INCH 100 1 1/2" 85-100 NO.4 30-60 NO. 200 10 MAXIMUM BOTH STRUCTURAL FILL & GRANULAR STRUCTURAL FILL SHALL MEET THE FOLLOWING: a. PLACED IN NO GREATER THAN 8" THICK LIFTS COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D698 b. MOISTURE CONTENT OF THE STRUCTURAL FILL AT THE TIME OF COMPACTION SHOULD BE WITHIN 3% OF OPTIMUM MOISTURE CONTENT AS DETERMINED BY ASTM 698 C. COBBLES AND BOULDERS LARGER THAN 4" MAXIMUM SIZE SHOULD NOT BE USED IN FILL MATERIALS d. SAND & GRAVEL SIZE PARTICLES COMPRISING THE FILL SHOULD BE HARD DURABLE ROCK MATERIALS THAT WILL NOT DEGRADE BY MOISTENING OR UNDER MECHANICAL ACTION OF THE COMPACTION EQUIPMENT; I.E. NO SHALE OR OTHER CLAYEY ROCK TYPES e. THE BINDER/FINES SHOULD HAVE MAXIMUM LIQUID LIMIT AND PLASTIC INDEX VALUES OF 25 & 10% RESPECTIVELY f. NO FROZEN, ORGANIC OR OTHER DELETERIOUS MATERIALS SHOULD BE PRESENT IN FILL MATERIAL. g. GRANULAR STRUCTURAL FILL SHALL BE USED UNDER BUILDING FOUNDATION AND IF THE FILL OPERATIONS ARE PLANNED FOR RELATIVELY WET FALL, WINTER & SPRING MONTHS. 3. OPEN GRADED ANGULAR CRUSH ROCK: a. BETWEEN 1/4 TO 3/4" ANGULAR CRUSHED ROCK b. COMPACTED USING VIBRATORY COMPACTION METHODS UNTIL WELL KEYED 4. 1/4 TO 1 1/2" OPEN GRADED DRAINAGE AGGREGATE 5. NON -WOVEN DRAINAGE GEOTEXTILE: MIRAFI 140N OR APPROVED EQUAL. EDGES SHALL BE OVERLAPPED AND HELD IN PLACE DURING BACK FILL OPERATION TO ENSURE THE DRAIN AGGREGATE IS COMPLETELY ENCLOSED FOLLOWING BACKFILL 6. VAPOR BARRIER: 10 MIL WR MEADOWS PERMIATOR, STEGO INDUSTRIES STEGO WRAP CLASS A OR APPROVED EQUAL. ALL SEAMS SHALL BE OVERLAPPED & SEALED WITH MANUFACTURER APPROVED TAPE. ALL PROTRUSIONS & PENETRATIONS SHALL BE SEALED. HOLES SHALL BE REPAIRED. SEAL THE VAPOR BARRIER TO THE VERTICAL FACE OF THE STEM WALL WITH THE MANUFACTURER RECOMMENDED ATTACHMENT DETAIL. INSTALLATION SHALL MEET ASTM E 1643-C STANDARD PRACTICE FOR INSTALLATION OF VAPOR RETARDER USED IN CONTACT WITH EARTH OR FILL UNDER CONCRETE SLAB C. SITE PREPARATION: 1. THE REMOVAL OF TOPSOIL, OTHER ORGANIC MATERIAL & FILL, INCLUDING THE CLEARING AND GRUBBING OF SURFICIAL VEGETATION AND ROOT ZONES, SHOULD BE ACCOMPLISHED WITHIN THE CONSTRUCTION ZONE PRIOR TO ANY EARTHWORK CONSTRUCTION. 2. SURFACE DRAINAGE SHOULD BE ESTABLISHED TO DIRECT RUNOFF AWAY FROM THE CONSTRUCTION AREA 3. CARE SHOULD BE TAKEN TO MINIMIZE CONSTRUCTION TRAFFIC OVER MOISTURE SENSITIVE SUBGRADE SOILS DURING WET WEATHER CONDITIONS. 4. THE STABILITY OF CONSTRUCTION EXCAVATIONS AND ASSOCIATED WORKER SAFETY ARE THE RESPONSIBILITY OF THE CONTRACTOR IN ACCORDANCE WITH CURRENT OSHA REGULATIONS; THIS RESPONSIBILITY MAY REQUIRE DESIGN BY A REGISTERED PROFESSIONAL ENGINEER BASED ON THE PREDOMINANT SOIL TYPES ENCOUNTERED. ACTUAL SUBSURFACE CONDITIONS AT THE TIME OF EXCAVATION SHOULD BE OBSERVED BY A GEOTECHNICAL ENGINEER TO DETERMINE WHETHER SLOPE FLATTENING, BRACING OR OTHER STABILIZATION IS NECESSARY DUE TO SEEPAGE OR OTHER UNEXPECTED CONDITIONS. 5. FINAL EXCAVATIONS SHALL BE COMPLETED WITH A SMOOTH -LIPPED BUCKETS IN FINE GRAINED SOILS SUCH AS SILTS & CLAYS. ANY AREAS OF RUTTING, EXCESSIVE DEFORMATION, OR OTHER NON -UNIFORM PERFORMANCE OF THE NATIVE SURFACE OR THE BACKFILL SHALL BE REMOVED AND REPLACED BY GRANULAR STRUCTURAL FILL D. FOUNDATION & SLAB PREPARATION: 1. THICKENED EDGE FOUNDATIONS SHALL BE ESTABLISHED ON UNDISTURBED NATIVE OR STRUCTURAL FILL ON UNDISTURBED NATIVE. NOTIFY FOR IF ANY RUTTING, EXCESSIVE DEFORMATION, OR OTHER NON -UNIFORM PERFORMANCE OF THE NATIVE SURFACE IS OBSERVED 2. ALL INTERIOR FOOTINGS SHOULD HAVE A MINIMUM EMBEDMENT OF 1.0 FT BELOW FINISHED INTERIOR SURFACES. EXTERIOR WALL FOOTINGS SHOULD BE EMBEDDED 1.0 FT TO ESTABLISH FROST PROTECTION. 3. BACKFILL COMPACTION WITHIN 5 FEET OF FOUNDATIONS SHOULD BE CONDUCTED USING HAND OPERATED TAMPING EQUIPMENT ONLY. 4. INTERIOR SLAB PREPARATION: THE SUBGRADE SHALL BE PREPARED IN ACCORDANCE WITH ITEM Cl. AREAS OF UNSUITABLE FILL MATERIAL OR WHERE RUTTING, YIELDING, OR OTHER NON -UNIFORM SUBGRADE PERFORMANCE IS OBSERVED SHALL BE REMOVED & GRANULAR STRUCTURAL FILL OR APPROVED COMPACTED NATIVE SHALL BE INSTALLED TO GRADE ELEVATION. FOLLOWING THE SUBGRADE PREPARATION ANY SITE GRADING PER D6 BELOW SHALL BE COMPLETED. A NOMINAL 6-INCH THICK LAYER OF OPEN -GRADED ANGULAR CRUSHED ROCK TO BE INSTALLED FOR A CAPILLARY BREAK WITH 2 INCHES OF 3/4 INCH MINUS CRUSHED ROCK ABOVE TO PROVIDE A COMPACT SURFACE FOR CONSTRUCTION ACTIVITIES. THE SLAB -ON GRADE BASE COURSE SHOULD BE COMPACTED USING VIBRATORY COMPACTION METHODS UNTIL WELL KEYED. A VAPOR BARRIER PER B7 SHALL BE INSTALLED UNDER THE SLAB 5. EXTERIOR SLAB PREPARATION a. EXTERIOR SLABS AT ENTRYWAYS FIXED TO THE BUILDING SHALL BE PROTECTED AGAINST FROST HEAVES b. A MINIMUM OF 18" OF GRANULAR STRUCTURAL FILL SHALL BE INSTALLED UNDER A 6" LAYER OF OPEN GRADED ANGULAR ROCK UNDERNEATH SLABS. ALL ITEMS SHALL BE COMPACTED PER THE ABOVE SPECIFICATIONS. 6. IF GRADE NEEDS TO BE RAISED UNDER THE SLAB BETWEEN THE NATIVE & THE BASE OF THE CAPILLARY BREAK LAYER EITHER STRUCTURAL OR GRANULAR FILL PER B1 & B2 ABOVE SHALL BE INSTALLED. E. QUALITY CONTROL SHALL BE COMPLETED PER THE REQUIREMENTS OF THE TESTING AND OBSERVATION NOTES. SOILS & GEOTECHNICAL NOTES O � w O w ■ C0 = O cn Z O w 2 2 � Q C)Q u Z Q Z w uj > uj Q cn U LU O a Z o 0 U Q CHRIST WASH G0 0 � G 44154 s c7Z)RAL tN SIGNAL x V) x V L_ w f' - w o z w Of fV QU)�cvn w m Q < O O _ U)2:o O w z z w J Q U a Z J as ♦^ cn V/ Q W m °(.0 W H 00 ZQ O a Q LL z J Jo J U= > z Q o� Q � � U `� V oC M W N C� CC C 0 p U Q 'F_ V♦ a. G di w 2 diQ J � w w N N O N Q Z) Z Q By 4`P w Q O � o N z O y X N r N N U w O a STATEMENT OF SPECIAL INSPECTIONS & STRUCTURAL OBSERVATIONS P[e]Iv A. SPECIAL INSPECTIONS SHALL BE COMPLETED BY AN APPROVED INDEPENDENT AGENCY EMPLOYED BY THE OWNER. THE STRUCTURAL OBSERVATIONS SHALL BE COMPLETED BY THE ENGINEER OF RECORD (EOR) OR A REGISTERED DESIGN PROFESSIONAL AS OUTLINED BELOW. B. THE CONTRACTOR SHALL PROVIDE ACCESS TO THE SITE & MANLIFTS &/OR SAFETY EQUIPMENT REQUIRED FOR ACCESS TO THE PARTICULAR INSPECTION LOCATION. THE CONTRACTOR SHALL PROVIDE SUFFICIENT NOTICE IN ADVANCE FOR THE INSPECTIONS AND OBSERVATIONS TO BE COMPLETED. C. SPECIAL INSPECTORS SHALL BE COMPLETED TO SECTION 1705 OF THE 2018 INTERNATIONAL BUILDING CODE. D. SPECIAL INSPECTORS SHALL SUBMIT A STATEMENT OF THEIR ACCREDITATION TO THE ARCHITECT AND THE BUILDING OFFICIAL. E. THE APPROVED SPECIAL INSPECTORS AND STRUCTURAL OBSERVERS SHALL COMPLETE A STATEMENT OF SPECIAL INSPECTORS FOR THEIR SCOPE OF WORK. F. PRIOR TO COMMENCEMENT OF THE CONSTRUCTION A MEETING WITH THE BUILDING OFFICIAL, OWNER, ARCHITECT, EOR, CONTRACTOR AND SPECIAL INSPECTOR AGENCY(IES) SHALL BE COMPLETED TO REVIEW THE SCOPE AND THE STATEMENT(S) OF SPECIAL INSPECTIONS. G. SPECIAL INSPECTOR DUTIES 1. OBSERVE AND OR TEST THE WORK FOR COMPLIANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS. 2. NOTIFYTHE CONTRACTOR OF ALL DISCREPANCIES AND NOTED IN THE INSPECTION REPORTS 3. INSPECTION AND OBSERVATION REPORTS SHALL BE COMPLETED & SUBMITTED TO THE BUILDING OFFICIAL, ARCHITECT ENGINEER AND CONTRACTOR. INSPECTION AGENCY SHALL SUBMIT A REPORT THAT ALL WORK REQUIRING SPECIAL INSPECTIONS WAS INSPECTED AND IS IN CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS AND ALL DISCREPANCIES NOTED IN THE INSPECTION REPORTS HAVE BEEN CORRECTED. H. SPECIAL INSPECTIONS OF POST INSTALLED ANCHORS SHALL MEET THE REQUIREMENT OF THE APPROVED ICC-ES REPORT FOR THE PRODUCT TABLE 1 - REQUIRED GEOTECHNICAL INSPECTIONS ITEM FREQUENCY BY NOTES 1 VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE PERIODIC GEOTECHNICAL ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY ENGINEER 2 VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH PERIODIC GEOTECHNICAL AND HAVE REACH PROPER MATERIAL ENGINEER PERFORM CLASSIFICATION AND TESTING OF PERIODIC GEOTECHNICAL 3 COMPACTED FILL MATERIAL ENGINEER 4 VERIFY USE OF PROPER MATERIALS DENSITIES AND LIFT CONTINUOUS GEOTECHNICAL THICKNESS DURING PLACEMENT OPERATIONS AND ENGINEER COMPACTION OF COMPACTED FILL 5 PRIOR TO PLACEMENT OF COMPACTED FILL OBSERVE PERIODIC GEOTECHNICAL SUBGRADE AND SITE HAS BEEN PROPERLY PREPARED ENGINEER TABLE 2 - REQUIRED VERIFICATION & INSPECTIONS OF CONCRETE CONSTRUCTION ITEM FREQUENCY BY NOTES 1 INSPECTION OF REINFORCING STEEL PERIODIC SPECIAL INSPECTOR 2 VERIFY USE OF REQUIRED MIX DESIGN PERIODIC SPECIAL INSPECTOR 3 ATTHE TIME CONCRETE IS SAMPLED TO FABRICATE SPECIAL SPECIMENS FOR STRENGTH TESTS PERFORM SLUMP AND AIR INSPECTOR TEST AND DETERMINE THE TEMPERATURE THE CONCRETE 4 A MINIMUM OF (1) STRENGTH TEST SHALL BE COMPLETED. SPECIAL STRENGTH TESTS ARE NOT REQUIRED IF TOTAL QUANTITY OF INSPECTOR CONCRETE IS LESS THAN 50 YDS, PROVIDED EVIDENCE OF SATISFACTORY STRENGTH IS PROVIDED TO THE FOR & BUILDING OFFICIAL. 5 INSPECTION OF CONCRETE INSTALLATION CONTINUOUS SPECIAL INSPECTOR 6 INSPECTION FOR MAINTENANCE OF SPECIFIED CURING PERIODIC SPECIAL TEMPERATURE AND TECHNIQUES INSPECTOR 7 INSPECTION FORMWORK FOR SHAPE, LOCATIONS AND PERIODIC SPECIAL DIMENSIONS INSPECTOR ON THIS PROJECT THE QUALITY ASSURANCE SHALL BE COMPLETED BY THE SPECIAL INSPECTORS. PERFORM MEANS THESE ITEMS NEED TO BE COMPLETED. OBSERVE MEANS THESE ITEMS NEED TO BE PERFORMED ON A RANDOM BASIS. STATEMENT OF SPECIAL INSPECTIONS SUBMITTALS SUBMITTALS SHALL BE SUBMITTED TO THE ENGINEER OF RECORD (EOR) AND FORWARDED TO THE BUILDING OFFICIAL FOR REVIEW PRIOR TO FABRICATION IN ACCORDANCE WITH IBC107.3.4.1. ALLOW 7-14 DAYS FOR REVIEW BY THE EOR. A. SUBMIT MIX DEISGNS FOR: a. CAST -IN -PLACE CONCRETE B. SUBMIT SHOP DRAWINGS FOR: a. REINFORCING STEEL C. SUBMIT SHOP DRAWINGS AND CALCULATIONS, STAMPED BY A REGISTERED PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON, FOR: a. PRE -FABRICATED WOOD TRUSSES b. BIDDER -DESIGN STRUCTURAL ITEMS DEFFERED SUBMITTALS � T w � [0 w ■ = O v7 ' ^ Z O > w = 2 � Q C)Q u z Q z w uj > w Q cn w U w = a a O Z C) o U Q CHRIST WASH G0 � G 44154 CORAL tN SIGNAL x V) x V) w f' — w w o r z fV u Q � � U) w m Q < O > O _ � o �o~Lzz w J Q U v7 Q Z J as cn J ',, � Q W L`V r W rn zQ O a Q LL Z J Jo J U= JO O MQM V C W� ° M C� /1� C OZ)M C. V♦ V �a di 7 Q w J Z � � W O oC w = a � N N O N i rr Q Z) z Q By,4`P w Q O � 0 N z O y X N r z , p �+ ee° N O rn O N H U w 0 a 7 TYI 20' - 6" 4' - 6 1/2" ! 15' - 11 1/2" 6" LQ o FOUNDATION ROOF FRAMING P 1/2" = 1'-0" LAN _ j�300 FOUNDATION KEYNOTES 1 12" THICK X 18" DEEP THICKENED SLAB EDGE 2 6" THICK CONCRETE SLAB W/ #4 BARS @ 18" O.C. E.W. 3 12" THICK X 12" DEEP THICKENED SLAB 4 4" TALL CONCRETE CURB, SEE DETAILS __T TYP C� FOUNDATION LEGEND THICKENED SLAB CONTROL JOINT f i A O A it i I �rvP � SHEAR PLAN ROOF FRAMING LEGEND — JOIST — — — BEAM/HEADER SHEATHING ROOF FRAMING KEYNOTES 1 PRE -MANUFACTURED ROOF TRUSSES @ 24" O.C. 2 2X4 OUTLOOKERS @ 24" O.C., SEE DETAILS 3 DROP -CHORD END TRUSS 4 SHTG PER SHEAR PLAN 5 DRAG TRUSS, SEE SHEAR PLAN HEADER SCHEDULE TAG SIZE MATERIAL BEARING H1 (2) 2X8 DF/L NO.2 SEE DETAIL 7/S4.01 SHEAR PLAN KEYNOTES 1 95 PLF DRAG TRUSS ALIGNED W/ SHEAR WALL, ADD TRUSS IF NOT IN LAYOUT, CONNECT PER DETAIL 5/S4.00 SHEAR PLAN LEGEND SHEAR WALL 0 DIAPHRAGM TAG, O SEE DET. 1/S4.01 X TOP PLATE CONN. TAG, SEE DET. 2/S4.01 SHEAR WALL TAG, X SEE DET. 1/S4.01 GENERAL PLAN NOTES: 1. SEE S4.00-S4.01 FOR STRUCTURAL DETAILS. 2. DIMENSIONS ARE SHOWN TO OUTSIDE OF FRAMING AND OUTSIDE OF CONCRETE UNLESS NOTED OTHERWISE. 3. VERIFY FINAL OPENING DIMENSIONS IN WALLS, SLABS, AND ROOFS WITH OTHER DISCIPLINE DRAWINGS PRIOR TO CONSTRUCTION OF THESE ELEMENTS. 4. DO NOT CUT OR MODIFY STRUCTURAL MEMBERS FOR PIPES, DUCTS, ETC, UNLESS SPECIFICALLY DETAILED OR APPROVED IN WRITING BY THE ENGINEER. O w O w • m = T Z O w = 2 � Q U Q L z Q z w Lu > w Q w Q oC U w = a a O Z 0 U Q CHRIST �'�'ASN G0�o� �G 49154 sS�RALBNG I�NAL x V) QQ x V u)_ w�(Dw 1u o�z¢ fV u Q U) US w mQ<o > O _ o �o~Lzz L z w J Q U v7 Q Z J a a V♦ VQ^ oZW 00 0) V z J oQ P- J J a Q LL LL Jo J U2 MQM JO5. O U = c/)O H o� WM V �2 M� 1.� C) < Q V/ V a. di di 2 diQ J Z � � w O oC w = a v7 N N O N i rr Q Z) Z Q By,4`P w Q O � � O N Z O y X N r F N � N U w 0 a WD STUDS Y SHTG PER PLAN SLAB PER PLAN 5/8" X 1211A.B. @ 48" O.C. MIN. EN SLAB REINFORCEMENT — — — — — — — Q 4 Z -- _�-_-__- ) 2 Lo JA a BEND SLAB BARS ®a ® DOWN (2) #4 CONTINUOUS �J TYP TURN DOWN EDGE PER PLAN 1� r= 1'-0" FRAMED WALL PER PLAN #4 BAR HORIZONTAL, (1) BAR #4 BAR VERTICAL 5/8" SIMPSON TITEN HD BOLTS FOR EACH 12" OF WIDTH @ 36" O.C. MAX, @ 48" O.C. MAX W/ 4" MIN. EMBED, ALTERNATE BEND MAX 8" FROM END AT PLATES RUN SLAB BARS THRU DIRECTION P.T. PLATE PROVIDE #4 DROP BAR LATERALS @ 18" O.C. & TIE OFF TO #4 SLAB #4 BAR CONTINUOUS THROUGH CURB STEEL AS SHOWN. CURB PER PLAN, CENTER ON WALL, SLAB THICKNESS PER PLAN ° MAY BE TWO POURS #4 BAR ° a ° a C 6 j 4 ° Z a ° a a PER PLAN a a SEE NOTES FOR SUBSLAB < „ RECOMMENDATIONS 1 1 PER PLAN COMPACTED STRUCTURAL FILL TO NATIVE TYP. THICKENED SLAB -0„ LOCATE REBAR IN CENTER OF SLAB SLAB SEE PLAN FOR THICKNESS &REBAR TYPICAL SLAB m ° 10 MILVBTYP. 2" LEVELING COURSE _ - 6" OPEN GRADED ROC K COMPACTED STRUCTURAL----„�A,�A,�A,�A,�A FILL TO UNDISTURBED NATIVE PLASTIC OR PREFORMED FREE END OF SMOOTH DOWELS TO BE HARDBOARD STRIP; IF SAWCUT COATED WITH NON-BONDING AGENT ONLY, FILL WITH SEALER CONSTRUCTION COLD JOINT, FILL WITH SEALER v a ° CONTROLJOINT a - - \ CONSTRUCTION JOINT REBAR PER PLAN SEE 'TYPICAL SLAB' FOR SUBGRADE SEE'TYPICAL SLAB' 4', 1/2" SMOOTH DOWELS @ 36" OC @ COLD JT FOR SUBGRADE LOCATIONS. GREASE END IN SECOND POUR JOINT SPACING LIMITED TO MAXIMUM OF+/- 15 FEET ALTERNATE USE DIAMOND PLATE DOWEL BY SLAB AND CONTROL J O I N TNA OR APPROVED EQUAL �3 DIAPHRAGM NAILING INTO \ BLOCKING FULL HEIGHT SOLID BLOCKING /—VENT PER ARCH BLOCKING TO BE MIN 1 1/4" LSL OR 2X \ FASCIA I "" -=-- -7774 (3) 12 D NAILS EXTEND SHTG TO BASE OF SUB FASCIA HURRICANE TIES ON RAKED OR FLAT SOFFIT ALL TRUSSES H1 UNO STAGGERED EN ITOP PLATE 2X STUDS TO DBL TOP PLATE, BASED ON PLATE HEIGHT/ HEADER NO CRIPPLES MAY BE RQUIRED EN HEADER SEE FRAMING PLAN WINDOW FRAMING EN SHOW DOOR SIM WALL BUILDUP WALL SHEATHING PER SHEAR WALLS, IF NO SHEAR WALL NAILING PROVIDED FOR WALL, USE 6" O.C. EN, 12" O.C. FN 2X STUDS AB EDGE NAIL, STAGGERED --Lf;��TOP OF FOUNDATION FOUNDATION SEE S1.00 DETAILED WOOD FRAMED WALL �4 1 „ = 1,-0„ A35 @ 5'-0" O.C. DTC CLIP @ 4'-0" O.C. Y—! VERIFY GAP BASED ON TRUSS DEFLECTION A: TRUSS @ NON BEARING B: DRAG TRUSS WALL PERP TO TRUSS CONNECTION TRUSS FRAMING DETAILS 1" = 1'-0" ROOFING SHTG PER PLAN SIMPSON H 1 @ EACH OUTLOOKEI SUB -FASCIA ENS DO NOT BREAK SHTG ON END TRUSS SHTG PER SCHEDULE. MAINTAIN MIN. 1/8" GAP AT SHTG PER APA GUIDELINES FOR SWELL SIMPSON GBC CLIPS EACH SIDE OF BRACE WALL FRAMING ENS SHTG PER PLAN HOOKED REINFORCEMENT TENSION DEVELOPMENT LENGTH SCHEDULE BAR SIZE TENSION DEVELOPMENT LENGTH, (Idh), INCHES f'c = 3 KSI f'c = 4 KSI #3 9" 8" #4 11" 10" #5 14" 12" #6 17" 15" #7 20" 17" #8 22" 19" #9 25" 22" #10 28" 24" #11 31" 27" SEE NOTES BELOW FOR BAR YIELD STRENGTH FACTOR Idh BENDING RADIUS 3db FOR #3 FdbTHROUGH #8 AND 4db FOR #9 THROUGH #11 MEASURED TO THE INTERIOR OF THE BAR STRAIGHT SPLICE LENGTH SCHEDULE LAP SPLICE LENGTH, INCHES BAR SIZE FOOTINGS FDN WALLS SLABS TOP BOTTOM VERTS HORIZ. SINGLE MAT DOUBLE MAT #3 21" 28" 28" 28" 21" #4 28" 37" 37" 37" 28" #5 36" 46" 46" 46" 36" #6 43" 56" 56" 56" 43" MINIMUM 60 KSI STEEL MINIMUM 3000 PSI CONCRETE SEE NOTES BELOW FOR COVER AND SPACING FACTORS FACE OF SUPPORT, + DEV.LENGTH DEV.LENGTH REINFORCING DOWELS OR BARS LAP LENGTH HORIZONTAL OR N � CONTINUOUS THROUGH JOINT VERTICAL JOINT OR CONTINUOUS EDGE NAILING 2X BLOCKING AT BRACE, ON SHEATHING TO BLOCKING NAIL SHTG TO BLK'G r POTENTIAL CRACK LINE 7 BENDING DIAMETER 6db FOR Idh #3 THROUGH #8 AND 8db FACE OF SUPPORT, HORIZONTAL OR VERTICAL 1 �db FOR #9 THROUGH #11 JOINT OR POTENTIAL CRACK LINE < 6" AND Id/5 MEASURED TO THE INTERIOR DEVELOPMENT LAP SPLICE OF THE BAR REFER TO "HOOKED REINFORCEMENT TENSION DEVELOPMENT LENGTH LAP SPLICES IN ADJACENT BARS SHALL BE STAGGERED A SCHEDULE" WHEN THE STRAIGHT I LENGTH IN TENSION CANNOT BE MINIMUM OF 24 INCHES. —OUTLOOKER ACCOMMODATED IN THE CONCRETE SECTION. 4. WHEN DIFFERENT BAR DIAMETERS ARE SPLICED, USE LARGER BAR LAP PER PLAN / NOTES: SPLICE LENGTH. 4db 1. ALWAYS USE TENSION DEVELOPMENT LENGTH AND TENSION LAP 5. ALL TABULATED VALUES AREA MINIMUM LENGTHS. IN CASE OF —SOLID BLOCKING NOTES: 2 1/2" MIN. SPLICE LENGTH VALUES, EXCEPT WHEN THE PLANS OR DETAILS NOTE CONFLICT WITH THE PLANS, SECTIONS OR DETAILS, USE THE LONGER (2) 16d NAILS 1. TABULATED DEVELOPMENT LENGTHS ARE BASED ON REINFORCING YIELD SPECIFICALLY COMPRESSION LENGTHS. LENGTH. EA OUTLOOKER STRENGTH FY = 60 KSI AND NORMAL WEIGHT CONCRETE. 2. TABULATED DEVELOPMENT AND LAP SPLICE LENGTHS ARE BASED ON 6. TABULATED VALUES FOR DEVELOPMENT AND LAP LENGTHS IN 2. ALL TABULATED VALUES ARE MINIMUM LENGTHS. IN CASE OF CONFLICT WITH THE REINFORCING YIELD STRENGTH FY = 60 KSI, NORMAL WEIGHT CONCRETE TENSION SHALL BE FACTORED BY 1.5 WHEN THE CLEAR COVER IS LESS —DROP CHORD GABLE PLANS, SECTIONS OR DETAILS, USE THE LONGER LENGTH. AND CLASS B LAPS. THAN db AND THE CLEAR SPACING IS LESS THAN db (AND THERE ARE END TRUSS PER PLAN 3. ADJUST TABULATED LENGTHS BY THE FOLLOWING FACTOR WHERE APPLICABLE. 3. TOP BARS ARE DEFINED AS HORIZONTAL BARS WITH MORE THAN 12 STIRRUPS OR TIES ALONG Id) OR IS LESS THAN 2db (AND THERE ARE NO A. REINFORCING BAR YIELD STRENGTH OTHER THAN 60 KSI: (fy/ 60,000) INCHES OF FRESH CONCRETE CAST IN THE MEMBER BELOW THE STIRRUPS OR TIES ALONG Id). DEVELOPMENT LENGTH OR SPLICE. 7. ALL STRAIGHT BAR DEVELOPMENTS AND SPLICES SHALL BE IN MANUFACTURED ACCORDANCE WITH THE LATEST EDITION OF ACI 318. TRUSS PER PLAN 8. db = BAR DIAMETER 0 2X WIND BRACING @ MID WALL ADJUST BETWEEN LIMITS FOR ANGLE BRACING TO TERMINATE @ TRUSS TOP CHORDS TYP. OUTLOOKER DETAIL 1" = 1'-0" WD STUDS ' 5/8" X 12"A.B. @ 48" O.C. MIN. SLAB PER PLAN #4 BAR CONTINUOUS THROUGH CURB SLAB REINFORCEMENT — —'--- — - — ° #4 BAR @ 36" O.C., BEND AS SHOWN PER PLAN SHTG PER PLAN ,z CURB PER PLAN, MAY BE TWO ---POURS z J d d BEND SLAB BARS DOWN #4 CONTINUOUS TURN DOWN EDGE W/ CURB 1" = 1'-0" TREATED PLATE ANCHOR BOLT PER SCHEDULE. POSITION 6" MIN 6" MIN @ C/L OF PLATE. 12" MAX 12' MAX z W N O Y i--I W V — ° ++-, O 2 ° K 4 - d a 4 a a ° a 00 4 4 4 SPACING AS SCHEDULED ANCHOR LOC'NS SPLICE OR CORNER, WHERE OCCURS PLATE WASHERS REQUIRED AT SHEAR WALLS, SEE SIZE TABLE - STANDARD REINFORCEMENT SCHEDULES 9� STANDARD HOOKS ALL SPECIFIC DIMENSIONS RECOMMENDED BY CRSI BELOW MEET MINIMUM REQUIREMENTS OF ACI 318 RECOMMENDED END HOOKS DETAILING ALL GRADES OF STEEL DIMENSION D = FINISHED BEND DIAMETER 180° HOOKS, 90° HOOKS, BAR D, FT. -IN. FT. -IN. A OR G 1 A OR G SIZE IN. #3 2 1/4 0-5 0-3 0-6 #4 3 0-6 0-4 0-8 #5 3 3/4 0-7 0-5 0-10 #6 41/2 0-8 0-6 1-0 #7 51/4 0-10 0-7 1-2 #8 6 0-11 0-8 1-4 #9 91/2 1-3 0-113/4 1-7 #10 10 3/4 1-5 1-1 1/4 1-10 #11 12 1-7 1-2 3/4 2-0 #14 18 1/4 2-3 1-9 3/4 2-7 #18 24 3-0 2-4 1/2 3-5 90° AND 135° STIRRUP AND TIE HOOKS 12d FOR #6,7,8 Yr 6d FOR #3,45 = z z g J N W w p D AORG D z z g J N W w p � d 0DE CL BEAM CL BEAM STIRRUP (TIES SIMILAR) STIRRUP AND TIE HOOK DIMENSIONS ALL GRADES OF STEEL 90° 135° HOOK, IN. BAR D, HOOK, IN. A OR G A OR G H (APPROX.) SIZE IN. #3 11/2 0-4 4 21/2 #4 2 0-41/2 41/2 3 #5 2 1/2 0-6 5 1/2 3 3/4 #6 41/2 1-0 8 41/2 #7 51/4 1-2 9 51/4 #8 6 1-4 101/2 6 x D d_j 4d OR 2 1/2" MIN. DETAILING DIMENSION N N 135° SEISMIC STIRRUP/ TIE HOOKS Y l7 OF x ID z z g J N W w p 135° SEISMIC STIRRUP/ TIE HOOK DIMENSIONS ALL GRADES OF STEEL HOO A OR 180 ° 135° HOOK, IN. BAR D, A OR G H (APPROX.) SIZE IN. #3 11/2 41/4 3 #4 2 41/2 3 #5 2 1/2 5 1/2 3 3/4 #6 41/2 8 41/2 #7 51/4 9 51/4 #8 6 10 1/2 6 STANDARD HOOK DETAIL 10 " MIN. x LAP PER SCHED LAP PER SCHED LAP PER SCHED STD ACI HOOK PER TYP. DTL a n a a a c �l®---=---a - _-- 1 = V III ---=-=; = ° ° ��l a v' d-a-----____-- V - IIII w CL uII Q Q J VERTICAL BARS J VERTICAL BARS QI Iu a REQ'D @ CORNER REQ'D @ CORNER P 7HilI w p AND LAP -3" Lu AND LAP -3"-a In p nll d V Q V) J x 4 1� STD ACI HOOK w ° -- FOR TYP. DTL 0- --- Q=--_____ _--------® ° —a--------- all ---II Lu Q°IIII p® I LAP PER SCHED x ®I IIII N aIIIII d w SEE TABLE FOR a u J dCL MIN CLEARANCES III®u J III III 4 ° f Ip a I II II SINGLE REINFORCING MAT DOUBLE REINFORCING MAT 1. CORNER BARS MAY BE OMITTED IF 1. ALL 90' HOOKS SHALL EXTEND TO BOTH WALL STEEL BARS HAVE 90 FAR SIDE REINFORCING OF WALL OR 'HOOKS WITH MINIMUM LAPS AS FOOTING. SCHEDULED. 2. MATCH SIZE, SPACING, NUMBER, AND WALLJOINTVFY JOINT LOCATION OF HORIZONTAL WALL, LOCATIONS W/ STRUCTURAL LAP PER FOOTING, OR GRADE BEAM BARS. ENGINEER IN ADVANCE I SCHED 3. USE AT ALL CONCRETE CORNERS INCLUDING THICKENED SLAB ON GRADE, - WALLS, CURBS, BEAMS, GRADE BEAMS, ----- ---===== AND SLABS UNLESS INDICATED OTHERWISE. 2x4 KEYWAY WATERSTOP I WHEN EXTERIOR GRADE IS ABOVE F.F. i� TYP. CORNER REINFORCING DET. 3/4" = 1'-0" FRAMED #4 BAR @ 36" O.C., WALL PER PLAN ALTERNATE BEND DIRECTIONS INTO SLAB 5/8" SIMPSON TITEN HD BOLTS @ 48" O.C. MAX W/ 4" MIN. EMBED, MAX 8" FROM END AT PLATES /4P.T. PLATE #4 BAR CONTINUOUS THROUGH CURB SLAB PER PLAN CURB PER PLAN, CENTER ON WALL, ° MAY BE TWO POURS #4 BAR ° a z �ej= c ®� PER PLAN < ° ° a w d SEE NOTES FOR SUBSLAB RECOMMENDATIONS COMPACTED STRUCTURAL FILL TO NATIVE SLAB W/ CURB -0" O m w O w 442 Z O 07 w 2 2 I Q U Q Z Q Z w w Q (D cn � U w 0 a a. Oz U CHRIST WASH G0 0 �G 49154 AL ENG SIGNAL �: �: x V) x V) w f' - w w o Of z fV Q � � U) w m< Lu ~ O _ o �O~wz z w J Q U iI! Q Z J ain cn W = J o� Q ♦ R W OC 000 Q 13 W J V �J �a / Z �U Q Q li TQT V i c/)� Lu M C� U V/ 5va di 2: Q di J Lu w oC w 2 d v7 N N O N I Q Z Q By,4�+P w Q O I o N o ,� y X z N N o ro r F z , c° N N � O O N H- U w 0 a 7 DENOTATION KEY APA CERTIFICATION KEY APA CERTIFICATION STA M P A P A DENOTES SCHEDULE THE ENGINEERED DENOTES RATED SPECIFICATION WOOD ASSOCIATION SHEATHING RATED SHEATHING 15/32 INCH'o"THICKNESS DENOTES SHEATHING 32/16 SIZED FOR SPACING DENOTES ROOF/ EX OSURE 1�FLOOR SPAN RATING SHEATHING INDICATES SIDE STRUCTURAL 1 RATEDDENOTES EXPOSURE RATING PANELIZED ROOFS OF WALL TO BE PRP-108 HUD -UM 40C DENOTES SHEATHING SHEETED STRUCTURAL RATING HORIZONTAL DIAPHRAGM SCHEDULE TAG I BLOCKING I APA RATED SHTG I SPAN RATING I NAILS I EDGE NAIL BOUNDARY NAIL I FIELD NAIL NOTES A INONE 15/32" EXP 1 40/20 j8d 6" O.C. 6" O.C. 12" O.C. SHEAR WALL SCHEDULE TAG I APA RATED SHTG. I SHTG. TYPE I SIDES SHTD. I SILL BLK'G PANEL EDGE I NAILS I EDGE NAIL I FIELD NAIL I STUD SPACING A.B. SIZE A.B. SPACING A 7/16" (SEE NOTE 3) JEXP1 11 12X 12X j8d 6" O.C. 12" O.C. 16" O.C. (SEE NOTE 3) 5/8"X12" (5/8" TITEN HD) 48" O.C. NOTES: 1. ALL NAILS ARE COMMON UNLESS NOTES OTHERWISE. 2. REFER TO TYPICAL SHEAR WALL DETAIL AND TYPICAL HORIZONTAL DIAPHRAGM DETAIL FOR FURTHER REQUIREMENTS. 3. 24" O.C. STUD SPACING MAY BE USED IF 15/32" SHEATHING IS USED OR IF SHEATHING IS INSTALLED WITH THE LONG DIMENSION PERPENDICULAR TO WALL STUDS. 4. 5/8" TITEN HD TO HAVE MIN EMBEDMENT OF 4". SHEAR WALL/DIAPHRAGM SCHEDULE TOP PLATE CONNECTION SCHEDULE SHEAR REGION I MIN SPLICE I # ROWS I SPACING I PLATE GRADE I NAIL MIN # A 6' 12 12" O.C. DF/L NO. 2 OR HEM -FIR SS 116d 112 SPLICE LENGTH NAIL/ SCREW QUANTITY NAIL/ SCREW QUANTITY # OF ROWS . . SPACING 3 TOP PLATE CONNECTION SCHEDULE 42 T C l9 PLAN VIEW 1O BOUNDARY NAIL TO WALL BLOCKING PER SCHEDULE 7O BLOCK LONGITUDINAL SEAMS WHEN SCHEDULED OEXTERIOR WALL OR INTERIOR SHEAR WALL gO FIELD NAILING PER SCHEDULE OTYPICAL FRAMING MEMBERS ON LAYOUT gO GAP SHEETS 1/8" FOR SWELLING OBOUNDARY NAIL SHTG TO ALL COLLECTORS 10 NAILS TO BE DRIVEN FLUSH W/ NO CRUSHING OF PER PLAN SHEETING AND A MIN OF 3/8" FROM EDGE. OEDGE NAIL EACH SHEETTO COMMON FRAMING MEMBER 11 STRUT, TIE, OR COLLECTOR ELEMENT PER PLAN OSTAGGER SHEETS ACROSS FRAMING 3 ,HORIZONTAL DIAPHRAGM ELEVATION VIEW 8 12 7 ---- - - -- - °o II II II ° I ° 14 III II -- 15 TI I � STAGGER END NAIL INTO ALL KING STUD/ HOLDDOWN POSTASSEMBLES ALONG SHEAR WALLS @WINDOWS AND DOORS. EXTEND NAILING FROM SILL PLATE TO DOUBLE TOP PLATE. NAIL TRIMMER W/ FIELD NAIL OSTAGGER EDGE NAIL (EN) SHTG TO HOLD-DOWN POSTS @ \ EACH BOUNDARY OF SHEAR WALL PER SCHEDULE OAPA RATED SHEATHING PER THE SHEAR WALL SCHEDULE OBLOCKING REQUIRED (SIZE PER SCHEDULE) ATALL HORIZONTAL SEAMS 4O SPECIAL FRAMING MEMBER(S) AT PANEL EDGES PER SCHEDULE 5O 1/8" GAP AT ALL PANEL EDGES - TYPICAL OSHEAR WALL NAILS PLACED NOT LESS THAN 3/8" FROM PANEL EDGE AND FIRMLY DRIVEN FLUSH INTO FRAMING MEMBER WITHOUT CRUSHING THE SURFACE OF THE SHEATHING 7O EDGE NAIL PER SCHEDULE $O DBL TOP CHORDS, MIN. 6' LAP - SPLICE PER SCHEDULE 9O FIELD NAILING PER SCHEDULE 10 HOLD-DOWN AND ANCHORS PER SCHEDULE 11 ANCHOR BOLT SIZE & SPACING PER SCHEDULE; PLATE WASHERS REQUIRED 12 FRAMING PER SCHEDULE, DOUGLAS FIR/ LARCH NO. 2+ 13 CRIPPLES PER H.D. DTLS AND HEADER SCHEDULE 14 MAX UNREINFORCED HOLE SIZE 4 1/2"X 4 1/2", NO OVERCUTTING PERMITTED 15 2X BLOCKING FOR HOLES LARGER THAN 4 1/2"X 4 1/2". MAX ACCUMULATED LENGTH OF HOLE <20%OF SHEAR WALL LENGTH. 16 NO HOLES OR CUTTING OF SHEATHING WITHIN 16" OF CORNERS. 4 SHEAR WALL DETAIL 1 2 13 FIRMING BRG/NBRG NOTCH DPTH 2X4 INT-NBRG NO LIMIT EXT/BRG 13/4" 2X6 INT-NBRG NO LIMIT EXT/BRG 2 3/4" WHEREVER THE TOP PLATE IS CUT FOR DUCTWORK, A GALVANIZED 16 GA REPAIR STRAP IS REQUIRED FOR EACH PLATE. FASTEN WITH (6) 16d NAILS ON EACH SIDE OF CUT WHEREVER THE BOTTOM PLATE IS CUT FOR DUCTWORK, A GALVANIZED 16 GA REPAIR STRAP IS REQUIRED. FASTEN WITH (6) 16d NAILS ON EACH SIDE OF CUT H VAC REPAIR v WHERE DIM. "A" IS 1 1/2" OR MORE, A GALVANIZED PROTECTION PLATE, FASTENED WITH 8-16d NAILS, IS REQUIRED. FOR (1) AND (2) FAMILY DWELLINGS ONLY, NO REPAIR OR PROTECTION IS REQUIRED FOR MAXIMUM HOLE DIAMETERS/NOTCH DEPTHS: 2X4 - 1 3/4" 2X6 - 2 3/" DIM "A" FOR PIPES MUST BE AT LEAST 1 1/22" WHEREVER DIM. "A" IS 1 1/4" OR LESS, A GALVANIZED PLATE EXTENDING AT LEAST 1 1/4" ABOVE AND BELOW THE WIRE IS REQUIRED WHEREVER DIM. "A" IS 1 1/2" OR LESS, A GALVANIZED PLATE EXTENDING AT LEAST 1 1/2" ABOVE AND BELOW THE PIPE IS REQUIRED WHEREVER THE TOP PLATES ARE CUT FOR DUCTWORK IN TWO ADJACENT STUD BAYS, A 3" WIDE, 16 GA GALVANIZED REPAIR STRAP IS REQUIRED. FASTEN WITH (6) 16d NAILS ON EITHER END OF THE CUTS WHEREVER THE BOTTOM PLATE IS CUT FOR DUCTWORK IN TWO ADJACENT STUD BAYS, A 3" WIDE, 16 GA GALVANIZED REPAIR STRAP IS REQUIRED. FASTEN WITH (6) 16d NAILS ON EITHER END OF THE CUTS FOR (1) AND (2) FAMILY DWELLINGS ONLY, MAXIMUM NOTCH DEPTHS IN TOP & BOTTOM PLATES ARE: DIM "A" FROM EDGE OF PIPE TO FACE OF FRAMING WHERE DIM. "A" IS LESS THAN 1 1/2", A 2"MIN. GALVANIZED PROTECTION PLATE EXTENDING 2" BELOW THE TOP PLATE, FASTENED WITH 8-16d NAILS, IS REQUIRED. MAXIMUM HOLE DIA OR NOTCH DEPTH WITHOUT REPAIR OR PROTECTION: FRMG BRG/NBRG HOLE DIA. NOTCH DPTH 2X4 INT-NBRG 21/8" 13/8" EXT/BRG 13/8" 7/8" INT-NBRG 3 1 4" 2 3 16" 2X6 EXT/BRG 2 3/16" 13/8" WHEREVER DIM. "A" IS 1/2" OR LESS, A STUD SHOE OR SHALL BE INSTALLED TO REPAIR THE STUD AND PROTECT THE PIPE. ��2" WHEREVER DIM. "A" IS LESS THAN 11/2", A GALVANIZED PROTECTION PLATE EXTENDING ABOVE THE BOTTOM PLATE, FASTENED WITH 8-16d NAILS, IS REQUIRED. WHEREVER DIM. "A" IS 1 1/2" OR MORE, A GALVANIZED PROTECTION PLATE, FASTENED WITH 8-16d NAILS, IS REQUIRED. 1� � PLBGIELCTRCL REPAIRS & PRTCTN V � > T-6" SINGLE KING STUD T-6" < 6'-0" DBL KING STUD 6'-0" > 10'-0" TRIPLE KING STUD PER PLAN HEADER, SEE PLANS AND HEADER SCHEDULE R.O. H.1-1.X.2 DENOTES HEADER — SCHEDULE# # OF LEFT CRIPPLES (H=HANGER) # OF INTERMEDIATE BRG (X=NONE)— # OF RIGHT CRIPPLES (H=HANGER - SEE REMARKS) ELEVATION AS VIEWED FROM EXTERIOR OR LABEL SIDE ON INTERIOR HEADER HEADER/BEAM DETAIL 3/411 = 1'-0'1 DBL TOP PL. INTERIOR WALLS CAN DOUBLE SPANS NOTED FOR KING STUD RQ'MTS. NOTE: KING STUD NOTATIONS ONLY FOR NON SHEAR WALL LOCATIONS. REFER TO SHEAR PLAN AND H.D. DTLS FOR KING STUD RQ'MTS @ SHEAR WALL ENDS. BACK NAIL W/ 16d IN SUCCESSIVE LAYERS AS SHOWN DOUBLE TOP PLATE OR CRIPPLE TO DOUBLE TOP PLATE HEADER INSULATION 2X FLAT SECTION NOTE: SEE PLANS FOR HEADER LOCATIONS � T w Q m w V7 '^ z O w = 2 � Q U Q Lu Z Q Z H 0 w Lu > Lu Q cn w U w = a a O Z 0 0 U Q CHRIST G0 tip' o �G 49154 C'7Z)RAL tN SIGNAL z O z O x x w —, w w o � z fV u Q � � U) H w m Q < O > O _ � o �o~Lzz Lz� w J Q U V7 iI! Q Z J as Wcn = J o(.0 Q ♦ R W z 00 0) Q � 0 < LL W J J V Q a J \_ / Z �U Q Q 00 U W W M C� O U Q va V/ G di 7 Q w J Z � � w oC w = d V7 N N O N Q Z) Z Q Bu,4`P m a Q r °p O 0 N z O y X N N r N N H U w 0 a U Q) V) ry) N m Q a M Ln N N 0 N N N Lu 0 Lu / 0 0 (B a I Ln co 0- V) _I L ro U L OI L O a I �I 0 fM Ln N Ln a-1 U N O L a / rs GENERAL NOTES ABBREVIATIONS 1. ALL MATERIALS AND INSTALLATIONS SHALL BE IN ACCORDANCE WITH THE LATEST NATIONAL ELECTRICAL CODE. ALL MATERIALS SHALL BE NEW AND LISTED a CIRCUIT BREAKER AUX. HOA HAND -OFF -AUTOMATIC BY THE UNDERWRITERS' LABORATORY INC. (UL). ALL ELECTRICAL WORK SHALL BE INSTALLED IN A SAFE AND FUNCTIONAL MANNER. CONTACT, CLOSED WHEN HOR HAND -OFF -REMOTE BREAKER IS CLOSED HORZ HORIZONTAL 2. REFER TO THE ELECTRICAL CIRCUIT SCHEDULE FOR CIRCUIT IDENTIFICATIONS, ROUTING, CONDUCTOR SIZES, ETC. A AMMETER, AMPERES HpS HIGH PRESSURE SODIUM AC ALTERNATING CURRENT HTR HEATER 3. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH OTHER DISCIPLINES AS REQUIRED TO MITIGATE INTERFERENCES. A/D ANALOG TO DIGITAL HV HIGH VOLTAGE AF AMPERE FRAME HZ HERTZ (CYCLES PER 4. CONDUIT MATERIAL SHOWN ON ELECTRICAL PLANS ARE SPECIFIC FOR THE LOCATION WHERE THE CONDUIT STARTS. CONTRACTOR IS RESPONSIBLE FOR AFE ACTIVE FRONT END (VFD) SECOND) TRANSITIONING TO APPROVED CONDUIT MATERIAL BASED ON LOCATION AND IN ACCORDANCE TO ELECTRICAL SPECIFICATIONS. AIC AMPERES INTERRUPTING IND LT INDICATING LIGHT CAPACITY INCAND INCANDESCENT ALT ALTERNATOR I/O INPUT/OUTPUT A/M AUTO/MANUAL JB JUNCTION BOX CONTROLLER KA KILOAMPERES ANN ANNUNCIATOR KCMIL THOUSANDS OF CIRCULAR AS AMMETER SWITCH MILS ASD ADJUSTABLE SPEED DRIVE KV KILOVOLTS AT AMPERE TRIP KVA KILOVOLT AMPERES ATS AUTOMATIC TRANSFER KVAR KILOVOLT AMPERES SWITCH REACTIVE AUTO AUTOMATIC KVARH KILOVOLT AMPERES AWG AMERICAN WIRE GAGE REACTIVE HOURS b CIRCUIT BREAKER AUX. KW KILOWATTS CONTACT, CLOSED WHEN KWH KILOWATT HOURS BREAKER IS OPEN LCP LIGHTING CONTROL PANEL BCG BARE COPPER GROUND LP LIGHTING PANEL C CONDUIT, CONTACTOR LIDS LOW PRESSURE SODIUM CAP CAPACITOR LTG LIGHTING CB CIRCUIT BREAKER LT(S) LIGHT(S) CC CONTROL CABLE, CLOSING (M) MODIFIED COIL Ma MILLIAMPERES CHH COMMUNICATION MCC MOTOR CONTROL CENTER HANDHOLE MCP MOTOR CIRCUIT CL CHLORINE PROTECTOR CKT CIRCUIT MOV MOTOR OPERATED VALVE CMH COMMUNICATION MS MOTOR STARTER CO MANHOLE CONDUIT ONLY MTD MOUNTED COMM COMMUNICATION MTG MOUNTING CON CONTACTOR MTS MANUAL TRANSFER COND CONDUCTOR SWITCH CONT CONTINUED, (N) NEW CONTINUATION NEC NATIONAL ELECTRICAL CPT CONTROL POWER CODE TRANSFORMER NEMA NATIONAL ELECTRICAL CID CONTROL PANEL MANUFACTURER'S ASSOC. CR CONTROL RELAY NEUT NEUTRAL CS CONTROL SWITCH NO NORMALLY OPEN, NUMBER CT CURRENT TRANSFORMER NTS NOT TO SCALE CWP COLD WATER PIPE OVHD OVERHEAD DC DIRECT CURRENT OL THERMAL OVERLOAD DIAG DIAGRAM RELAY DISC DISCONNECT OT OVER TEMPERATURE DISTR DISTRIBUTION PB PULLBOX, PUSHBUTTON DP DISTRIBUTION PANEL PD POSITIVE DISPLACEMENT DPDT DOUBLE POLE, DOUBLE PE PHOTOELECTRIC THROW PEC PHOTOELECTRIC CELL DPST DOUBLE POLE, SINGLE PF POWER FACTOR THROW pH MEASURE OF ACIDITY OR (E) EXISTING ALKALINITY EF EXHAUST FAN PH PHASE EHH ELECTRICAL HANDHOLE PLC PROGRAMMABLE LOGIC ELEM ELEMENTARY CONTROLLER EMERG EMERGENCY PM POWER MONITOR EFFL EFFLUENT PNL PANEL EQ EQUAL PNLBD PANELBOARD EQUIP EQUIPMENT PRI PRIMARY ETM ELAPSED TIME METER PS PRESSURE SWITCH FACP FIRE ALARM CONTROL PSI POUNDS PER SQUARE PANEL PWR INCH POWER FIN FL FINISHED FLOOR (RL) RELOCATE FLEX FLEXIBLE (RLD) RELOCATED FLUOR FLUORESCENT RCPT RECEPTACLE FO FIBER OPTIC RCT REPEAT CYCLE TIMER FREQ FREQUENCY RPM REVOLUTIONS PER MINUTE FU FUSE RT RESET TIMER FUT FUTURE SCR SILICON CONTROLLED FVNR FULL VOLTAGE, NON RECTIFIER REVERSING SD SMOKE DETECTOR FVR FULL VOLTAGE, SDBC SOFT -DRAWN BARE FWD REVERSING FORWARD COPPER GA GAUGE SEC SECONDS, SECONDARY GEN GENERATOR SECT SECTION GFI GROUND FAULT SF SUPPLY FAN INTERRUPTER SHH SIGNAL HANDHOLE GRS GALVANIZED RIGID STEEL SIG SIGNAL H202 HYDROGEN PEROXIDE SN SOLID NEUTRAL HMI HUMAN MACHINE SPEC SPECIFICATIONS INTERFACE SPD SURGE PROTECTIVE DEVICE SPDT SINGLE POLE, DOUBLE THROW SS STAINLESS STEEL, SOLID SW STATE SWITCH SWBD SWITCHBOARD SWGR SWITCHGEAR SYNC SYNCHRONIZING TB TERMINAL BOX, TERMINAL BOARD TC TELEPHONE CABINET TEMP TEMPERATURE Tp TWISTED PAIR UNSHIELDED TSP TWISTED SHIELDED PAIR TVSS TRANSIENT VOLTAGE SURGE SUPPRESSOR UH UNIT HEATER UV ULTRA VIOLET V VOLTS VA VOLT-AMPERES VFD VARIABLE FREQUENCY DRIVE VAR VOLT AMPERES REACTIVE VERT VERTICAL VH VAR -HOUR VS VOLTMETER SWITCH W WIRE, WATTS WHM WATTHOUR METER WHDM WATTHOUR DEMAND METER WP WEATHERPROOF WTRT WATERTIGHT WTP WATER TREATMENT PLANT XDCR TRANSDUCER XMTR TRANSMITTER x x w m 0 ur)W z O w �z r+ o z 0 cox J r, z Q 0 X X 0 w w U x X X 0 > ° Q w F_ Q z N N s� -0 Loc Q Z co co � � O = cn O = u')u, � u) Ln LnQ Q N Lu 0�zv LuO 0 m Q O zz Ug0F_ > _ =F F �O=z w J O Z� Q U U) Q � z O Ta i Vi ~ Q Q n � a0M W co Z O W (� Ga L am m V Q J v� HZ Z J �= Va w W Lu Q V N O Z M d Q O W Z V W V � N N O N a D )o Q w F_ Q o 0 N 0 N N O M rl N tS U w O a 7 U Q) V) ry) N m Q a Ln Ln N N O N N N N i W N w 0 0 (B a _r_I Ln co a V) I L ro U L OI L O a I �I O fM Ln N Ln a-1 U N O L a rs SYMBOLS LEGEND NEW ELECTRICAL EQUIPMENT 1777L LINE OR LOAD REACTOR, THERMOSTAT/TEMPERATURE IMPEDENCE SHOWN O TRANSMITTER EXISTING ELECTRICAL EQUIPMENT Elm TRANSFORMER M� MOTION DETECTOR/OCCUPANCY SENSOR #1 #1 mox EQUIPMENT TO BE DEMO'D OR REMOVED SPD SURGE PROTECTIVE DEVICE CONDUIT SEAL -OFF 0 SURFACE MOUNTED LED LUMINAIRE -3 CURRENT TRANSFORMER CONDUIT CONCEALED UNDERFLOOR OR UNDERGROUND RECESSED MOUNTED LED LUMINAIRE OO GROUND ROD CONDUIT CONCEALED IN WALL OR WALL MOUNTED LED LUMINAIRE * ABOVE CEILING IN FINISHED AREAS, * SHADED LUMINAIRE INDICATES BATTERY ® GROUND ROD TEST WELL EXPOSED IN PROCESS AND EQUIPMENT BACKED UNIT AREAS. / $3 WALL SWITCH STANDARD TOGGLE, AUTOMATIC TRANSFER SWITCH 0 CONDUIT UP DESIGNATOR 3 = 3-WAY °T° DOUBLE THROW SWITCH G CONDUIT DOWN D = DIMMER T = TIMER o%__O GFI � — — CONDUIT UP FROM UNDERGROUND RACEWAY 6 A DUPLEX, QUADPLEX RECEPTACLE, ��, GROUND CONNECTION PER W/DESIGNATOR NEC ARTICLE 250 — — CONDUIT STUB GFI = GROUND FAULT INTERRUPTING WP = WEATHERPROOF +48 = HEIGHT AFF. cR 120V CONTROL RELAY, DPDT MINIMUM FLEXIBLE CONDUIT OR MFR CABLE OMETERBASE W/UTILITY METER R 24VDC CONTROL RELAY, DPDT xxx HOME RUN, ELECTRICAL PANEL DESTINATION c MINIMUM xxx SHOWN. DISCONNECT RECEPTACLE AND PLUG RELAY CONTACT - NO, NC 1. RUNS MARKED WITH CROSS -HATCHES INDICATE NUMBER OF NO.12 WIRE. LARGER ® ® SPECIAL EQUIPMENT CONNECTION GAUGES ARE SHOWN OR NOTED AS SHOWN 0 0 n i n PUSHBUTTON OR ELSEWHERE. LONG CROSS HATCH SWITCH CONTACT BLOCK - NO, NC INDICATES NEUTRAL, SHORT INDICATES OFF PHASE CONDUCTOR, SLANT INDICATES MOTOR CONNECTION, HAND AUTO GROUND WIRE PER NEC ARTICLE 250. HORSEPOWER INDICATED THREE POSITION SWITCH 0 0 2. FOR UNMARKED CONDUIT RUNS, ❑ O JUNCTION BOX ON OFF CONTRACTOR SHALL REQUIRED NUMBER OFWIR WIRES FOR POWER AND/OR CONTROL OF ELEMENTS IN CIRCUITS) ° O o o O TWO POSITION SWITCH, KEYED SHOWN. SIZE OF WIRE SHALL BE NO. 121 30A DISCONNECT SWITCH, UNLESS OTHERWISE NOTED OR REQUIRED D20A AMPERAGE RATING SHOWN , BY CODE. R PUSH -TO -TEST LED PILOT LIGHT 3. SIZE CONDUIT ACCORDING TO EP60/40 FUSED DISCONNECT SWITCH, SWITCH SPECIFICATIONS AND APPLICABLE CODE. AND FUSE RATING SHOWN o� o FLOAT SWITCH - NO, NC 60/40 = 60A SWITCH WITH 40A FUSE b`F 4. DASHED LINE INDICATE CONDUITS cl-o TEMPERATURE SWITCH - NO, NC CONCEALED UNDERGROUND OR FUSE, SIZE SHOWN � UNDERFLOOR. 5A 5. SOLID HOME RUN INDICATES CONDUIT 0 o THERMAL MAGNETIC CIRCUIT BREAKER °p,° °�° LIMIT SWITCH - NO, NC ABOVE CEILING IN FINISHED AREA, CONCEALED IN WALL OR EXPOSED IN MAGNETIC ONLY CIRCUIT BREAKER o TIME DELAY CONTACTS, PROCESS AND EQUIPMENT AREAS. 0UH MOTOR CIRCUITS ONLY CONTINUOUS O- 0T NORMALLY OPEN TIMED CLOSED 0o CURRENT RATING AND TRIP SETTINGS NORMALLY CLOSED TIMED OPEN P001 ELECTRICAL CIRCUIT IDENTIFICATION M� SHOWN A 2 Fu FUSED TERMINAL, SIZE SHOWN od ko-� MOTOR STARTER, SIZE SHOWN lA P001 MULTIPLE ELECTRICAL CIRCUITS, FIELD TERMINAL P001 SEPARATE CONDUITS 0 ETM ELAPSED TIME METER ❑ LOCAL TERMINAL OR LUG 1"C P001 MULTIPLE ELECTRICAL CIRCUITS, CNT COUNTER CONNECTION P001 COMMON CONDUIT (SIZE SHOWN) O SMOKE/HEAT DETECTOR BATTERY BACKED ASD ADJUSTABLE SPEED DRIVE LIGHT FIXTURE 1 (AFE DESIGNATES ACTIVE FRONT END) O INTRUSION SWITCH X X wN m o �w z O w �z r+ o z 0 m J r, z Q 0 x X X . 0 w w U x X X 0 > � Q w Q z N � O �� pF � � O = U) o = � � u) Lu Q Q N Lu 0�zv w O 0 m Q O ° �_Z0~ > _ = F z F F--O=z w J o Z� a U 0 J a � i Lu 0 � C a oM 00 a 0 W oa JQ �L� a J �1.4 V� C J J U a J oG a vz a �••� U w J 3o wz ~Na C7 w M J J O m V V � � N N O N Q D )o Q w F_ Q ftft O N 0 N N O M rl N tS U w O a 7 U V) U) N m N O rn N N O N \ N N M i w M w / r) 0 ro a I ro V) I L ro U L OI L O a I �I O ry) Ln N / U N O L a / rs PANEL: 2P1 VOLTAGE: 120/240 10 3W MOUNTING: SURFACE LOCATION: BATHROOM UTILITY ROOM BUS: 200A COPPER AIC: 22,000 FEEDER: SERVICE MAIN: 200A CKT NO CIRCUIT DESCRIPTION BREAKER POLES AMPS VA PHASE LOAD VA BREAKER POLES AMPS CIRCUIT DESCRIPTION CKT NO 1 SOUTH BATHROOM LIGHTS 1 20 120 A B 840 1 20 MECHANICAL OUTLETS 2 3 SOUTH BATHROOM FAN 1 20 120 120 1 20 NORTH BATHROOM LIGHTS 4 5 HOT WATER HEATER 2 30 2250 A B - 1 20 SPARE 6 7 " It 30 2250 840 1 20 RECEPTACLES 8 9 SOUTH BATHROOM HAND DRYER 1 20 1200 A B 1200 1 20 SOUTH BATHROOM HAND DRYER 10 11 UNIT HEATER 2 20 750 4557 2 100 MECHANICAL BUILDING PANEL 2P2 12 13 " 20 750 A B 4149 100 1114 15 SPARE - - - - SPARE 16 17 SPARE - - A B - - SPARE 18 19 SPARE - - - - SPARE 20 21 A B 22 23 24 25 A B 26 27 28 29 A B 30 31 32 33 A B 34 35 36 37 A B 38 39 40 41 C 42 LOAD PER PHASE PHASE A 10.5 KVA PHASE B 8.6 KVA TOTAL LOAD 19.1 KVA TOTAL AMPS 80 AMPS EXISTING PANEL SCHEDULE NO SCALE KEY NOTES O1 REMOVE CONDUCTORS FOR CIRCUIT 6 AND ABANDON IN PLACE. O2 INSTALL NEW BREAKER AND CIRCUIT TO MECHANICAL BUILDING. 10� I i UTILITY SECONDARY FED FROM POLE -MOUNTED UTILITY TRANSFORMER O (D PANEL: 2P2 VOLTAGE: 120/240 10 3W MOUNTING: SURFACE LOCATION: SPLASH PAD MECHANICAL BUILDING BUS: 200A COPPER AIC: 22,000 FEEDER: BATHROOM UTILITY ROOM MAIN PANEL 2P1 MAIN: 100A CKT NO CIRCUIT DESCRIPTION BREAKER POLES AMPS VA PHASE LOAD VA BREAKER POLES AMPS CIRCUIT DESCRIPTION CKT NO 1 GRINDER PUMP 2 30 1725 A B 204 1 20 CHLORINE FEED PUMP CONTROLLER 2 3 " if 30 1725 204 1 1 20 PH FEED PUMP CONTROLLER 4 5 BOOSTER PUMP 2 20 1380 A B 48 1 20 EXHAUST FANS 6 7 " if 20 1380 720 1 20 RECEPTACLE 8 9 SPLASH PAD CONTROL PANEL 1 20 1200 A B - - - SPACE 10 11 LIGHTING 1 20 120 - - - SPACE 12 13 A B 14 15 16 17 A B 18 19 20 21 A B 22 23 24 25 A B 26 27 28 29 A B 30 31 32 33 A B 34 35 36 37 A B 38 39 40 41 C 42 LOAD PER PHASE )HASE A 4.6 KVA )HASE B 4.1 KVA TOTAL LOAD 8.7 KVA TOTAL AMPS 36 AMPS SERVICE CONDUCTORS 200A \ I I PANEL - 2P1 RESTROOM BUILDING 120/240V - 1(P, 3W 200A BUS SYSTEM GROUND 100A - 2P ONE -LINE DIAGRAM NO SCALE NEW PANEL SCHEDULE NO SCALE GRINDER PUMP /� BOOSTER PUMP 9 SPLASH PAD CONTROL PANEL LIGHTING F_ 100A 2P 30A-2P 20A-2P 20A-1 P O O 20A-1 P 20A-1 P 20A-1 P O O 0 0 20A-1 P 20A-1 P 20A-1 P 20A-1 P PANEL - 2P2 MECHANICAL BUILDING 120/240V - 1(p, 3W I 0 0 0 CHLORINE FEED PUMP PH FEED PUMP EXHAUST FAN RECEPTACLES 3/4"x 10' GROUND RODS GROUND RODS 10'-0" MIN. SPACING X X Lu m = 0 Cf)L z O w r+ z w 0 m J r, z Q 0 x X X w w = U x X X 0 Lu > 0_ a Q w � Q O z N Q Lo J con J � � M z 0 z 0 = cn = cn u) w - w QQ N w 0C�fzv U Q��cn w O m Q O Oz �Lu0F_ > _ =Fz0 �O=z w J CCD) Q U Q W Q � a c Lu 0M a � W Z Vi Z W oa as V L Vo Q J pC Z J UW HQ N04 O U W 3 G W �Ma Lu I.b Z O V V W Z O N N O N Q D )o Q w F_ Q O O N O N N O M rl N tS U w 0 a 0 m 0 m 0 0 cm F U) U O 0 L U J V) cYi N m U w a Ln N N N O N 00 N w 3 w / 0 0 ro a �I ro O_ I L co U L OI L O a QI �I O cYi Ln N Ln w U N 0 L a / ,all SOON os 5 O / 5 N. \ \ \ OS \\\ / \ \ \ \ S \ / O \ \ r G ° ,r °d d ° d / iEp ssEp Eft ° �/ \ : = / ° j d 40 ° ss ° d d / d ° / \ � 'PIP° \ � / d d /° ss ° s /s d /° ss 40 � ss d° EXISTING ELECTRICAL PANEL 2P1 SERVICE a EXISTING // s 4U/s ° RESTROOMS / �' \ a � i a ° I/ / / / I � / I / / d I / I ° ° 4 ° ss ss / 1�1) ss/ F. w—i ss ss / ss / ss / i 10 5 0 10 20 SCALE IN FEET d ° \ / / ( /• O O SITE PLAN SCALE: 1"= 10' MECHANICAL 3UILDING C PH FEED PUMP COONl EXHAUST FA A BUILDING PLAN SCALE: 1/2"= 1' 2 1 0 2 4 SCALE IN FEET i X X m LL I = O �w z 0 w m X X w F-- Q O w Z Z w w > w QC U = O Z o 0 U Q v (V a�J O OVv�/�� Q° � wJ Q < W 1 * z O J � co M O O _ _ w� Q < N w u � 0� z U Q L H w 0 O H Oz m Q 0 U) F > _ =H~ ZO z Lu J O LL z ~ Q U a a ,,� V/ 40 J a �co � Z � J Lu Va �L3 JUW a Lu V 3 W H W O H V FBI G N a M ce O V V N N O N Q z Q r-, wait: w Q O O N O N N O M rl N U w r, O a 7 U U7 U) cYi N m Q co N N 0 N \ N N L() i W Lr) W 0 0 (B d i I co V) I L ro U L OI L O a I �I 0 fM Ln N U N 0 L a rs 3/4 3/8 0 3/4 1-1/2 SCALE IN FEET BUILDING PLAN SCALE: 3/4" = 1' GENERAL NOTES 1. ALL CONDUITS TO BE ROUTED UNDERGROUND, IN -SLAB, OR CONCEALED WHEREVER POSSIBLE OR PRACTICAL. 2. ALL "IN -WALL" CONDUIT TO BE GRS. UNDERSLAB CONDUIT MAY BE PVC, UNLESS OTHERWISE NOTED. 3. ALL RECEPTACLES TO BE LOCATED 18" AFF, UNLESS OTHERWISE NOTED. 4. ALL INTERIOR LIGHTING IS DIMMABLE. 5. LUMINAIRES TO BE SURFACE MOUNTED AT FINAL FINISHED CEILING ELEVATION. ROUTE CONDUITS ABOVE FINISHED CEILING FOR CLEAN APPEARANCE. 6. ROUTE UN -SWITCHED POWER CIRCUIT TO ALL BATTERY BACKED LUMINAIRES. 7. INTERIOR LIGHTING HAS LOCAL CONTROLS TO PROVIDE MANUAL "ON -OFF" AND FULL RANGE DIMMING TRIGGERED BY OCCUPANCY SENSOR WITH AUTOMATIC TURN OFF SET AT 30 MINUTES OF OCCUPANTS LEAVING THE SPACE. 8. PROVIDE LABELING AT SWITCHES INDICATING EQUIPMENT CONTROLLED BY SWITCH, IE. "INTERIOR, EXTERIOR, CHLORINE STORAGE, PH STORAGE" KEY NOTES O O O ON/OFF/DIMMING WALL SWITCH WITH SMALL MOTION DUAL TECHNOLOGY (PDT) DETECTION. SENSOR -SWITCH WSXA PDT D WH. PROVIDE AND INSTALL POWER AND DIMMING CONTROL CIRCUITING TO LUMINAIRES. HOMERUN SHOWN TO PANEL CIRCUIT ID. KEEP 36" WORKSPACE CLEARANCE IN FRONT OF ELECTRICAL PANELS. LUMINAIRE SCHEDULE INPUT MANUFACTURER BATTERY COLOR LAMP TYPE TYPE DESCRIPTION MOUNTING VOLTAGE WATTS PART NUMBER BACKED TEMP LUMENS NOTES 4' LOW PROFILE ENCLOSED AND GASKETED INDUSTRIAL LED. MOLDED FIBERGLASS HOUSING, ACRYLIC LINEAR RIBBED LITHONIA LIGHTING: FEM LED A FROSTED LENS, 80CRI, MEDIUM SURFACE 120/277V 24 LED SERIES OR AS NO 40K 3,790 DISTRIBUTION, 0-10V DIMMING, U.L. LISTED APPROVED. FOR WET LOCATIONS. SAME AS TYPE 'A' EXCEPT WITH 90 MINUTE LITHONIA LIGHTING: FEM LED AE EMERGENCY BACKUP BATTERY WITH SURFACE 120/277V 24 LED SERIES OR AS YES 40K 3,790 INTEGRAL LED AND TEST SWITCH APPROVED. 2' LOW PROFILE ENCLOSED AND GASKETED INDUSTRIAL LED WITH EMERGENCY BATTERY LITHONIA LIGHTING: FEM B BACKUP. MOLDED FIBERGLASS HOUSING, SURFACE 120/277V 13 LED SERIES OR AS YES 40K LED ACRYLIC LINEAR RIBBED FROSTED LENS, APPROVED. 2,099 80CRI, MEDIUM DISTRIBUTION, 0-10V DIMMING, U.L. LISTED FOR WET LOCATIONS. LED WALL LUMINAIRE WITH BATTERY BACKUP. SINGLE -PIECE ALUMINUM LITHONIA LIGHTING: COORDINATE C HOUSING WITH ONE-PIECE DOOR FRAME SURFACE 120/277V 10 WDGE2 LED SERIES OR AS YES 40K LED LOCATION WITH GASKET, IP66 RATING. ZERO UPLIGHT WIDE APPROVED. 1,289 ARCHITECTURAL DISTRIBUTION OPTICS, 80CRI WITH DISCIPLINE PHOTOCELL AND MOTION OPTION LUMINAIRE SCHEDULE SCALE : NTS X x w m 0 LU z O w r+ Lu z w m J r, z Q x X X oLu w w = x X X > ° a w F_ Q O z 0 0 U Q N N A-YZ w �-j•�P pF z z O = cn O = V) � m _ cn w w Q Q N w 0 z v w O < 0 Oz �Lu Lu0� > _ =F_z0 �O=z � COD2uu) 0 Q Z a J = a a J 0 G� ^ Z ~ aW0 _ Ui Z 04 6% am W (� LL V 0 Q J pC Z JU HQ G U W LV ' 3 0 LV V �Na M � Z I.b ~ O V V m N N O N Q D )o Q w F_ Q O O N O N N O M rl N tS U w O a 0 a 0 W U) U O 0 U a� V) U) cYi N m co N N 0 N \ N N i W 6 W / 0 0 (B d i I co V) I L ro U L OI L O a I �I 0 fM Ln N U N O L a / rs ALL CIRCUITS ARE IDENTIFIED ON THE PLANS WITH THE DIAMOND SYMBOL. CONDUCTOR SIZES ARE BASED ON COPPER CONDUCTORS. CONDUIT SIZES ARE SHOWN FOR CASES WHEN CIRCUIT CONDUCTORS ARE RUN WITHOUT OTHER CIRCUITS. MULTIPLE CIRCUITS RUN IN COMMON CONDUITS ARE SHOWN ON PLANS AND SUPERSEDE THE BASIC CONDUIT SIZE SHOWN. RACEWAY SIZES ARE IN INCHES WITH QUANTITIES IN EXCESS OF (1) SHOWN IN ADJACENT PARENTHESIS. CONDUCTOR CONFIGURA- TIONS ARE CODED AS FOLLOWS: P- FOR POWER CONDUCTORS, G - FOR GROUND CONDUCTORS, N - FOR NEUTRAL CONDUCTORS, C - FOR CONTROL CONDUCTORS, AND SP - FOR SPARE CONDUCTORS. CIRCUITS REVISED SINCE LAST ISSUE ARE INDICATED BY AN ASTERISK(-). CIRCUIT FROM TO CONDUCTORS RACEWAY NOTES NUMBER (3) #2 AWG, P P1 PANEL 2P1 PANEL 2P2 (1) #2 AWG, G 2" 100 AMP SERVICE (2) #10 AWG, P P2 PANEL 2P2 GRINDER PUMP (1) #10 AWG, N 3/4" (1) #10 AWG, G (2) #12 AWG, P P3 PANEL 2P2 BOOSTER PUMP (1) #12 AWG, N 3/4" (1) #12 AWG, G (1) #12 AWG, P P4 PANEL 2P2 SPLASH PAD CONTROL (1) #12 AWG, N 3/4" PANEL (1) #12 AWG, G (1) #12 AWG, P P5 PANEL 2P2 LIGHTING (1) #12 AWG, N 3/4" (1) #12 AWG, G (1) #12 AWG, P P6 PANEL 2P2 CHLORINE FEED PUMP (1) #12 AWG, N 3/4" CONTROLLER (1) #12 AWG, G (1) #12 AWG, P P7 PANEL 2P2 PH FEED PUMP (1) #12 AWG, N 3/4" CONTROLLER (1) #12 AWG, G (1) #12 AWG, P P8 PANEL 2P2 EXHAUST FAN (1) #12 AWG, N 3/4" (1) #12 AWG, G (1) #12 AWG, P P9 PANEL 2P2 EXHAUST FAN (1) #12 AWG, N 3/4" (1) #12 AWG, G (1) #12 AWG, P P10 PANEL 2P2 GENERAL RECEPTACLES (1) #12 AWG, N 3/4" (1) #12 AWG, G (1) #12 AWG, C Cl SPLASH PAD CONTROL ACTIVATION BOLLARD (1) #12 AWG, N 1" PANEL (1) #12 AWG, SP (8) #14 AWG, C C2 SPLASH PAD CONTROL SOLENOID VALVE VAULT (1) #14 AWG, N 2" PANEL (1) #14 AWG, G (8) #14 AWG, C C3 SPLASH PAD CONTROL SOLENOID VALVE VAULT (1) #14 AWG, N 2" PANEL (1) #14 AWG, G CIRCUIT SCHEDULE NO SCALE x x w m = 0 �L z 0 w �z r+ 0 z m J r, z x x x w x x x 0 > w F_ Q 0 Q w � z 0 0 U Q (V N AV `�G cUo 0�2� co-0 Lo J N O co cPv%�b� J w z O z 0 = cn = cn � cn _ cn w w Q Q N w 0 zv U Q��cn w O I— co < 0 Oz Ug0F > _ =Fz0 O �=z COD� � w J Q U 0 a a a °M Lu Z W °Q aw L U1-4 J V o�G N - = W H Ov 3 p uJ U H W N a FBI U M O V V N N O N Q D z Q w F_ Q O O N O N N O M rl N tS U Lu 0 a EXHIBIT C 5% RETAINAGE INVESTMENT OPTION' Contractor: Project Name: %w-NK _1L TrCOATM f' - Date:_11 AA la Project Number: CQi�J-`�-ram Pursuant to RCW 60.28.010, as amended, you may exercise an option as to how the 5% retainage under this contract will be invested. Please complete and sign this form indication your preference. If you fail to do so you will miss the benefit of any interest earned. Select one of the following options: 1. Savings Account: Money will be placed in an interest -bearing account. The interest will be paid to you directly, rather than kept on deposit. If this is your choice, then please complete attached SAVINGS ACCOUNT AGREEMENT. Please state the name of your bank. Bank: F-1 2. Escrow/Investments: The City will deliver retainage checks to a selected bank, pursuant to an escrow agreement. The bank will then invest the funds in securities or bonds selected by you, and interest will be paid to you as it accrues. if this is your choice then please complete attached ESCROW AGREEMNT. Preferred Bank: Securities/Bonds: lzr3. Guarantee Deposit: Retainage will be held by the City. No interest is payable to the Contractor Retainage is normally released 45 days after final acceptance of the work or following receipt of Labor and Industries/Department of Revenue clearance, whichever date is the later. Retainage on landscaping work may be longer, due to its seasonal nature. However, if this project is subject to grant funding, then the retainage may also be held until such time as the Contractor meets its obligations to the City to provide required information and documentation for compliance with the grant funding requirements. State law allows for limited early release of retainage in certain circumstance Title Vice President ' if the Contractor opts to post a retainage bond under RCW 60.28.011. such bond shall be in a forth acceptable to the City. shall be %eith a surety with a minimum of A.M. Best financial strength rating or a minimum of A-. Rrc 3 18.." Car nl fort on htrrd and Ceecantt, Inc. VICCornnrh 1'111a,Ke Park Splash Pad Iraillmerrt Fat-11e1Y htslallatuon Project -- I'!I'_10"-00S Commef =C U75-.�? Puge 15 gj30