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RRA - Item 5 - Garvey Pool - Re-tiling and Deck Remodeling Project R � ' ROSEMEAD REDEVELOPMENT AGENCY 8838 VALLEY BLVD ROSEMEAD.GA 91770•(818(288-6671 e Telecopier 8183079218 TO: FRANK G. TRIPEPI, EXECUTIVE DIRECTOR FROM: MICHAEL D. BURBANK, DIRECTOR OF PARKS AND RECREATIONS DATE: MARCH 17, 1998 RE: GARVEY PARK POOL - RE-TILING AND DECK REMODELING PROJECT As part of this year's budget, the Rosemead Redevelopment Agency allocated $ 90, 000. 00 to replace the coping, tile and gutters at Garvey Pool. Attached for review are the Plans and Specifications to perform the above work. RECOMMENDATION: It is recommended that the Rosemead Redevelopment Agency approve the Plans and Specifications and authorize staff to solicit bids. MD:sb 07-N-B5S AGENCY AGENDA MAR 2 4 1998 ITEM No. -5- GARVEY PARK POOL RE-TILING AND DECK REMODELING PROJECT INDEX NOTICE TO CONTRACTORS INVITING BIDS INSTRUCTION TO BIDDERS 1. 0 Proposals 2. 0 Opening of Bids 3 . 0 Award and Rejection of Bids 4 . 0 Withdrawal of Bids 5. 0 Assignment of Contract 6. 0 Interpretation of Document 7 . 0 Addendum or Bulletins 8 . 0 Bond and Liability Insurance 9 . 0 Liquidated Damages 10. 0 Guarantees 11. 0 Permits 12 . 0 Hold Harmless 13 . 0 Prevailing Wages 14 . 0 Trash Bins 15. 0 Worker's Compensation SPECIFICATIONS FOR POOL CONTRACTORS Section 01090 - Definitions and Standard - 6 pages Section 02050 - Demolitions and Removal - 3 pages Section 03300 - Cast in Place Concrete - 4 pages Section 07920 - Sealants and Caulking - 3 pages Section 09380 - Pool Tile - 4 pages Section 13154 - Swimming Pool Equipment - 4 pages CONTRACTOR'S OUALIFICATION STATEMENT BID PROPOSAL FORM LIST OF SUBCONTRACTORS EXHIBIT NO. I - INSURANCE REOUIREMENTS DRAWINGS - D - 2 .0 - SP - 2 .0 - SP - 2 . 1 pooltile 3/98 NOTICE TO CONTRACTORS INVITING BIDS NOTICE IS HEREBY GIVEN that the CITY OF ROSEMEAD, Los Angeles County, California, acting by and through its Authorized Representative, hereinafter referred to as the Owner, will receive up to but not later than 2 :00 p.m. on the 7th of April, 1998, sealed bids for the RE-TILING at Garvey Pool, located at: 3232 Kelburn Avenue Rosemead, California 91770 All bids shall be made on a form furnished by the Owner. Bids shall be received in the office of the City Clerk, 8838 East Valley Boulevard, Rosemead and shall be opened and publicly read aloud in the Council Chambers, above address, shortly thereafter. Each bid must conform and be responsive to all the pertinent Contract Documents, copies of which are now on file and open for public inspection in the office of the City Clerk at above address, specifications may be obtained for bidding at the office of the City Clerk. A Ten Percent (10%) Bid Bond, Cashier's Check, or Certified Check shall accompany each bid. Pursuant to the California Labor Code, Part 7, Chapter 1, Article 2, Sections 1770, 1773, and 1773 . 1, the Director of Industrial Relations has ascertained the general prevailing rate of wages and employer payments for health and welfare, vacation, pension and similar purposes applicable to the work to be done. Said rate and scale are on file with the City Clerk, City of Rosemead, and copies will be made available to any interested party on request. The Contractor is hereby required to post a copy of the above mentioned prevailing wage rates at job site. Any classification shall comply with the prevailing wage rate in effect at the time of this Notice to Contractors Inviting Bids. All Contractors and Subcontractors shall comply with the provisions in Section 1777.5, 1777. 6 and 1777. 7 of the California Labor Code concerning the employment of apprentices. The Contractor and any Subcontractors under him shall comply with the requirements of said sections including applicable portions of all subsequent amendments in the employment of apprentices; however, the Contractor shall have full responsibility for compliance with said Labor Code sections, for all apprenticeable occupations, regardless of any other contractual or employment relationships alleged to exist. pooltile Page 1 of 2 3/98 It shall be mandatory upon the Contractor to whom the Contract is awarded, and upon the Subcontractors under him, to pay not less than the said specified rates of the current minimum prevailing rate in the area where the work is preformed, to all workers employed by them in the execution of the Contract. In accordance with provisions of Government Code Section 4590, substitution of eligible and equivalent securities for any monies withheld to ensure performance under this Contract will be permitted at the request of the Contractor and upon the approval of the City. The Owner reserves the right to reject any or all bids and waive any irregularities to informalities in any bid. pooltile Page 2 of 2 3/98 INSTRUCTIONS TO BIDDERS 1. 0 PROPOSALS 1. 1 Bids shall be made upon the form provided and with all items filled out; numbers shall be stated both in writing and in figures, the signature of all persons signing shall be in longhand. The completed form shall be without interlineations, alterations or erasures. Any irregularity may be cause for rejection of the bid. 1. 2 Alternative proposals will not be considered unless called for. No oral, telegraphic, telephonic or facsimile proposals or modifications shall be considered. 1.3 Bids shall be accompanied with a certified or cashier's check, or a bidder's bond for an amount not less than ten percent (10%) of the bid, made payable to the order of the Owner. If a bidder's bond accompanies the proposal, said bond shall be secured with a surety Company satisfactory to the Agency, guaranteeing that the Bidder will enter into a contract if awarded the work, and in the case of refusal or failure to enter into said contract, the check or bond, as the case may be, shall be forfeited to the Owner. 1.4 Before submitting a bid, bidders shall carefully, read the specifications and shall fully inform themselves as to all existing conditions and limitations and shall include in the bid a sum to cover the total cost of the removal. 2. 0 OPENING OF BIDS 2 . 1 Bids will be opened as indicated in the invitation for Bids. 3 . 0 AWARD AND REJECTION OF BIDS 3. 1 The bid will be awarded to the lowest responsible Bidder complying with these instructions, provided his bid is reasonable in judgment of the Owner and it is to the interest of the Owner to accept it. The City; however, reserves the right to reject any or all bids, and to waive any informality to bids received. The competency and responsibility of Bidders and of their proposed subcontractors will be considered in making the awards. 4 . 0 WITHDRAWAL OF BIDS 4 . 1 Bids may be withdrawn by the Bidder prior to, but not after the time fixed for opening of bids. pooltile Page 1 of 5 3/98 • 5. 0 ASSIGNMENT OF CONTRACT 5. 1 No assignment by the Contractor of any contract to be entered into hereunder or any part thereof, or if funds to be received thereunder by the Contractor, will be recognized by the Owner, unless such assignment has had the approval in writing of the awarding authority. No assignment will receive the approval of the Owner unless the instrument of assignment contains a clause to the effect that it is agreed that the funds to be paid the assignee under the assignment are subject to a prior lien for services rendered or materials supplied for the performance of the work called for in said contract in favor of all persons, firms, or corporations rendering such services or supplying such material. A merger, consolidation, bankruptcy, either voluntary or involuntary, or a sale of a controlling interest of the Contractor's business, shall be considered an assignment as that term is used herein. 6. 0 INTERPRETATION OF DOCUMENTS 6. 1 If any person contemplating submitting a bid for the proposed contract is in doubt as to the true meaning of any part of the specifications, or other proposed contract documents, he may submit to the Owner a written request for an interpretation thereof. The person submitting the request will be responsible for its prompt delivery. Any interpretation of the proposed documents, which in the Owner's judgment is necessary, will be made only by Addendum duly issued, and a copy of such documents. The Owner will not be responsible for any other explanations or interpretations of the proposed documents. 7 . 0 ADDENDUM OR BULLETINS 7. 1 Any addendum or bulletins issued during the time of bidding or forming a part of the documents furnished to the Bidder, for the preparation of this bid, shall be covered in the bid, and shall be made a part of the Contract. The receipt of each Addendum shall be acknowledged on the Bid Proposal Form as submitted by the Bidder. 8. 0 BOND AND LIABILITY INSURANCE 8 . 1 The successful Bidder, simultaneously with the execution of the Agreement shall be required to furnish a labor and material bond in an amount equal to one hundred percent (100%) of the Contract Price, and a faithful performance bond in an amount equal to one hundred percent (100%) of the Contract Price; said bonds shall be secured from a Surety Company satisfactory to the Owner, and shall be subject to the approval of the City Council. pooltile Page 2 of 5 3/98 8 . 2 The signatory agrees to provide the City with proof of coverage of the types and in the amounts specified in Exhibit "I" attached hereto and incorporated herein by this reference and to name the City as an additional insured. 8 . 3 The Contractor is to name the City of Rosemead and the Rosemead Redevelopment Agency as an additional insured. 9 . 0 LIOUIDATED DAMAGES 9. 1 Work shall commence on or before the date stated in the Owner's notice to the Contractor to proceed and shall be completed by the Contractor in the time specified in Bid Proposal. If the work is not completed in accordance with the foregoing, it is understood that the Owner will suffer damage, it is agreed that the Contractor shall pay to the Owner as a fixed and liquidated damage, and not as a penalty, the sum of two hundred ($200. 00) dollars for each calendar day of delay until work is completed and accepted. The Contractor and his surety shall be liable for the amount thereof. 10. 0 GUARANTEE 10. 1 The Contractor must guarantee that the entire work constructed by him under this Agreement will meet fully all requirements thereof as to quality of workmanship, and of materials furnished by him. The Contractor hereby agrees to make, at his own expense, any repairs or replacements made necessary by defects in materials or workmanship supplied by him that become evident within the period of one (1) year after filing of the Notice of Completion or City Council acceptance of the work, and agrees to restore to full compliance with the requirements any item which during said period is found to be deficient with respect to any provision of the specifications. The Contractor also agrees to hold the City harmless from claims of any kind arising from damage due to said defects. The Contractor shall make all repairs and replacements promptly upon receipt of written orders from the Owner. If the Contractor fails to make the repairs and replacements promptly, the Contractor will be liable to the City for the cost thereof. 11. 0 PERMITS 11. 1 All permits must be obtained by the Contractor from the City's Building Department, at no expense to the Contractor. pooltile Page 3 of 5 3/98 12 . 0 HOLD HARMLESS The CONTRACTOR agrees to indemnify and hold harmless CITY, its officers and employees from and against any and all liability or expense, including, but not limited to, bodily injury, death, personal injury or property damage resulting from CONTRACTOR negligence or willful misconduct in its performance or services hereunder, also including any worker' s compensation suits, liability or expense resulting from the negligence or willful misconduct or anyone performing services an officer, agent, employee or subcontractor of CONTRACTOR. 13 .0 PREVAILING WAGES 13 . 1 Pursuant to the California Labor Code, Part 7, Chapter 1, Article 2 , Sections 1770, 1773, and 1773 .1, the Director of Industrial Relations has ascertained the general prevailing rate of wages and employer payments for health and welfare, vacation, pension and similar purposes applicable to the work to be done. Said rate and scale are on file with the City Clerk, City of Rosemead, and copies will be made available to any interested party on request. The Contractor is hereby required to post a copy of the above mentioned prevailing wage rates at job site. Any classification shall comply with the prevailing wage rate in effect at the time of this Notice to Contractors Inviting Bids. 13 . 2 All Contractors and Subcontractors shall comply with the provisions in Section 1777. 5, 1777. 6 and 1777. 7 of the California Labor Code concerning the employment of apprentices. The Contractor and any Subcontractors under him shall comply with the requirements of said sections including applicable portions of all subsequent amendments in the employment of apprentices; however, the Contractor shall have full responsibility for compliance with said Labor Code sections, for all apprenticeable occupations, regardless of any other contractual or employment relationships alleged to exist. 13 .3 It shall be mandatory upon the Contractor to whom the Contract is awarded, and upon the Subcontractors under him, to pay not less than the said specified rates of the current minimum prevailing rate in the area where the work is preformed, to all workers employed by them in the execution of the Contract. 14 . 0 TRASH BINS Contractors that need trash bins for projects in the City of Rosemead must use bins from Consolidated Disposal. The cost of the bins will be at the Contractor' s expense. The City's project manager will provide the Contractor with the phone number of Consolidated Disposal. pool tile Page 4 of 5 3/98 15. 0 WORKER'S COMPENSATION In accordance with the provisions of Section 3700 of the California Labor Code, Contractor shall secure the payment of compensation to his employees. Contractor shall sign and file with the Owner the following certificate prior to performing the work under this Contract: "I am aware of the provisions of Section 3700 of the Labor code which require every employer to be insured against liability for worker's compensation or to undertake self-insurance in accordance with the provisions of the code, and I will comply with such provisions before commencing the performance of the work of this Contract" . The form of such certificate is included as a part of the Contract Documents. pool tile Page 5 of 5 3/98 SECTION 01090 DEFINITIONS AND STANDARDS PART 1 -GENERAL • 1.01 RELATED DOCUMENTS Drawings and general provisions of Contract, including General Supplementary Conditions and other Division-1 Specification sections, apply to work of this section. 1.02 DESCRIPTION OF REQUIREMENTS A. General: This section specifies procedural and administrative requirements for compliance with governing regulations and codes and standards imposed upon the Work. These requirements include obtaining permits, licenses, inspections, releases and similar documentation, as well as payments, statements and similar requirements associated with regulations,codes and standards. The term "Regulations" is defined to include laws, statues, ordinances and lawful orders issued by governing authorities, as well as those rules, conventions and agreements within the construction industry which effectively control the performance of the Work regardless of whether they are lawfully imposed by governing authority or not. B. Governing Regulations: Refer to General and Supplementary Conditions for requirements related to compliance with governing regulations. 1.03 DEFINITIONS A. General Explanation: Certain terms used in contract documents are defined in this article. Definitions and explanations contained in this section are not necessarily complete, but are general for the Work to the extent that they are not stated more explicitly in another element of the contract documents. B. General Requirements: Provisions and requirements of other Division-1 sections apply to the entire work of the Contract and, where so indicated, to other elements which are included in the project. C. Indicated: The term "indicated" is a cross-reference to graphic representations, notes or schedules on the drawings,to other paragraphs or schedules in the specifications, and to similar means of recording requirements in contract documents. Where terms such as "shown", "noted", "scheduled", and "specified" are used in lieu of "indicated", it is for the purpose of helping the reader locate the cross-reference, and no limitation of location is intended except as specifically noted. D. Directed, Requested, etc.: Terms such as "directed", "requested", "authorized", "selected", "approved", "required", "accepted", and "permitted" mean "directed by the Architect/Engineer" "requested by the Architect/Engineer", and similar phrases. However, no such implied meaning will be interpreted to extend the Architect's/Engineer's responsibility into the Contractors area of construction supervision. • E. Approve: Where used in conjunction with the Architect's/Engineer's response to submittals, requests, applications, inquiries, reports and claims by the Contractor, the term "approved"will be held to limitations of the Architect's/Engineer's responsibilities and duties as specified in General and Supplementary Conditions. In no case will the Architect?Engineer's approval be interpreted 01010 - 1 • as a release of the Contractor from responsibilities to fulfil requirements of contract documents or acceptance of the Work, unless otherwise provided by requirements of the contract documents. F. Project Site: The term 'project site" means the space available to the Contractor for performance of the Work, either exclusively or in conjunction with others performing other construction as part of the project. The extent of the project site is shown on the drawings, and may or not be identical with the description of the land upon which the project is to be built. G. Furnish: The term "furnish' is used to mean "supply and deliver to the project site, ready for unloading, unpacking, assembly, installation, and similar operations." H. Install: The term "install" is used to describe operations at project site including the actual "unloading, unpacking, assembly, erection, placing, anchoring, applying, working to dimension, finishing, curing, protecting, cleaning and similar operations." I. Provide: The term "provide" means "to furnish and install, complete and ready for the intended use." J. Installer: The "installer is "the entity (person or firm) engaged by the Contractor, its subcontractor or sub-subcontract for performance of a particular element of construction at the project site, including installation, erection, application and similar required operations. It is a requirement that installers are experienced in the operations they are engaged to perform. K. Testing Laboratories: A "testing laboratory" is an independent entity engaged to perform specific inspections or tests of the Work, either at the project site or elsewhere, and to report, and (if required) interpret results of those inspections or tests. 1.04 SPECIFICATION FORMAT AND CONTENT EXPLANATION A. General: This article is provided to help the user of these specifications more readily understand the format, language, implied requirements and similar conventions of content. None of the following explanations shall be interpreted to modify the substance of contract requirements. B. Production Methods: Portions of these specifications have been produced by editing master specifications;they may contain minor deviations from traditional writing formats. Such deviations are a natural result of this production technique, and no other meaning shall be implied. C. Specification Format: These specifications are organized based upon the Construction Specifications Institute's 16-Division format. The organization of these specifications into Divisions, Sections or Trade Headings conforms generally to recognized industry practice. D. Specification Content: This project specification has been produced employing certain conventions in the use of language as well as conventions regarding the intended meaning of certain terms, words, and phrases when used in particular situations or circumstances. These conventions are explained as follows: In certain circumstances, language used in specifications and other contract documents is of the abbreviated type. Implied words and meanings will be appropriately interpreted. Singular words will be interpreted as plural and plural words will be interpreted as singular where applicable and where the full context of the contract documents so indicates. E. Imperative Language: is used generally in the specifications. Requirements expressed imperatively are to be performed by the Contractor. At certain locations in the text, for clarity, contrasting subjective language is used to describe responsibilities which must be fulfilled indirectly by the Contractor, or by others when so noted. 01010 - 2 F. Methods of Specifying: Techniques or methods of specifying requirements vary throughout the text. The method used for specifying one element of the Work has no bearing on requirements for another element of the Work. G. Assignment of Specialists: In certain circumstances, the specification requires or implies that specific elements of the Work are to be assigned to specialists who must be engaged to perform that element of the Work. Such assignments are special requirements over which the Contractor has no choice or opinion. They are intended to establish which party or entity involved in a specific element of the Work is considered as being sufficiently experienced int the indicated construction processes or operations to be recognized as "expert" in those processes or operations. Nevertheless, the ultimate responsibility for fulfilling all contract requirements remains with the Contractor. These requirements should not be interpreted to conflict with the enforcement of building codes and similar regulations governing the Work. They are also not intended to interfere with local trade union jurisdictional settlements and similar conventions. H. Trades: The use of certain titles such as "carpentry" in the specification, is not intended to imply that the Work must be performed by accredited or unionized individuals of a corresponding generic name, such as "carpenter." It is also not intended to imply that the requirements specified apply exclusively to tradepersons of that corresponding generic name. 1.05 DRAWING SYMBOLS: A. General: Except as otherwise indicated, graphic symbols used on the drawings are those symbols recognized in the construction industry for purpose indicated. B. Mechanical/Electrical Drawings: Graphic symbols used on mechanical and electrical drawings are generally aligned with symbols recommended by ASHRAE. Where appropriate, these symbols are supplemented by more specific symbols as recommended by other technical associations including ASME,ASPE, IEEE and similar organizations. Refer instances of uncertainty to the Architect/Engineer for clarification before proceeding. 1.06 INDUSTRY STANDARDS: A. Applicability of Standards: Except where more explicit or stringent requirements are written into the contract documents, applicable construction industry standards have the same force and effect as it bound into or copied directly into the contract documents. Such industry standards are made a part of the contract documents by reference. Individual specification sections indicate which codes and standards the Contractor must keep available at the project site for reference. B. Referenced Standards: (standards referenced directly in the contract documents)take precedence over standards that are not referenced but generally recognized in the industry for applicability to the Work. C. Codes and Standards: Requirements of Regulatory Agencies: Pertaining ordinances, laws, rules, regulations, standards and orders of public agencies and authorities having jurisdiction of the Work are intended where reference is made in either the singular or plural to the Code or Building Code, unless otherwise specified, including but not limited to, the following listing. Contractor shall make available to the site such copies of listed documents applicable to the Work as Owner's Represent 01010 -3 B. Referenced Standards: (standards referenced directly in the contract documents) take precedence over standards that are not referenced but generally recognized in the industry for applicability to the Work. C. Codes and Standards: Requirements of Regulatory Agencies: Pertaining ordinances, laws, rules, regulations, standards and orders of public agencies and authorities having jurisdiction of the Work are intended where reference is made in either the singular or plural to the Code or Building Code, unless otherwise specified, including but not limited to, the following listing. Contractor shall make available to the site such copies of listed documents applicable to the Work as Owner's Representative or Owner may request, including mentioned portions of the California Administration Code (CAC), Title 22 and 24. Building Code of Jurisdiction. Title, Industrial Relations, CAC, Chapter 4, Div. of Industrial Safety, Safety Orders (CAUOSHA). Title 19, Public Safety, CAC. Local Mechanical Code. Local Plumbing Code. The National and Local Electrical Codes. National Fire Protection Association. State and Local Public Health Codes. All other laws, regulations, rules, orders, codes, and ordinances specified in other sections of these specifications or bearing on the Work. D. Unreferenced Standards: Except as otherwise limited by the contract documents, standards not referenced but recognized in the construction industry as having direct applicability will be enforced for performance of the Work. Then decision as to whether an industry code or standard is applicable,or as to which of several standards are applicable, is the sole responsibility of the Architect/Engineer. E. Publication Dates: Except as otherwise indicated, where compliance with an industry standard is required, comply with standard in effect as of date of contract documents. F. Undated Standards: At the request of the Architect/Engineer, Contractor or governing authority, submit a change order proposal where an applicable industry code or standard has been revised and reissued after the date of the contract documents and before the performance of the Work affected. The Architect/Engineer wilt decide whether to issue a change order to proceed with the updated standard. G. Conflicting Requirements: Where compliance with two or more standards is specified, and where these standards establish different or conflicting requirements for minimum quantities or quality levels, the most stringent requirement will be enforced, unless the contract documents specifically indicate otherwise. Refer requirements that are different, but apparently equal, and uncertainties as to which quality level is more stringent to the Architect/Engineer for a decision before proceeding. H. Minimum Quantities or Quality Levels: In every instance the quantity or quality level shown or specified is intended to be the minimum to be provided or performed. Unless otherwise indicated, the actual Work may either comply exactly, within specified tolerances,with the 01010 -4 minimum quantity or quality specified,or may exceed that minimum within reasonable limits. In complying with these requirements,the indicated numeric values are minimum or maximum values, as noted, or as appropriate for the context of the requirements. Refer instances of uncertainty to the Architect/Engineer for decision before proceeding. I. Copies of Standards: The contract documents require that each entity performing work be experienced in that part of the Work being performed. Each entity is also required to be familiar with industry standards applicable to that part of the Work. Copies of applicable standards are not bound with the contract documents. Where copies of standards are needed for proper performance of the Work, the Contractor is required to obtain such copies directly from the publication source. Although copies of standards needed for enforcement of requirements may be required submittals, the Architect/Engineer reserves the right to require the Contractor to submit additional copies as necessary for enforcement of requirements. J. Abbreviations and Names: Trade association names and title of general standards are frequently abbreviated. The following acronyms or abbreviations as referenced in contract documents are defined to mean the associated names. Both names and addresses are subject to change, and are believed to be, but are not assured to be, accurate and up-to-date as of date of contract documents: AA Aluminum Association 818 Connecticut Ave. Washington, DC 20006 (202) 862-5100 AABC Associated Air Balance Council 1518 K Street NW, Suite 503 Washington, DC 20005 (202) 737-0202 AAMA American Architectural Manufacturer's Association 2700 River Road, Suite 118 Des Plaines, IL 60018 (312) 699-7310 ACI American Concrete Institute P.O. Box 19150 Detroit, MI 48219 (313) 532-2600 AGA American Gas Association 1515 Wilson Blvd. Arlington, VA 22209 (703) 841-8400 AIA American Institute of Architects 1735 New York Ave. NW Washington, DC 20006 (202) 626-7300 AISC American Institute of Steel Construction 400 N. Michigan Ave., 8th Floor Chicago, IL 60611 (312) 670-2400 AMCA Air Movement and Control Association 30 W. University Drive Arlington Heights, IL 60004 (312) 394-0150 01010-5 ANSI American National Standards Institute 1430 Broadway New York, NY 10018 (212) 354-3300 ASC Adhesive and Sealant Council 1500 Wilson Blvd., Suite 515 Arlington, VA 22209 (703) 841-1112 ASHRAE American Society of Heating, Refrigerating and Aft-Conditioning Engineers 1791 Tullie Circle NE Atlanta, GA 30329 (404) 636-8400 ASME American Society of Mechanical Engineers 345 East 47th Street New York, NY 10017 (212) 705-7722 ASPE American Society of Plumbing Engineers 3617 Thousand Oaks Blvd., Suite 210 Westlake, CA 91362 (805) 495-7120 ASTM ASTM 655 Fifteenth Street NW Washington, DC 20005 (202) 639-4025 AWI Architectural Woodwork Institute 2.02 PRECAUTIONS A. Before draining the pool verify the ground water level and take adequate precautions against hydrostatic damage to the pool shell. Coordinate locations of existing dewatering sumps with the Owner. B. At all times provide protection of Work against weather, water, etc., so as to maintain new and existing Work tree from damage. 2.03 GUARANTEES A. All materials and equipment incorporated in the project are to be new, and Work is to be of a good quality, free from faults and defects and in accordance with the Contract Documents. Correct and re-execute any Work that fails to conform to the requirements of the Contract and that appears during the progress of the Work, and remedy any defects due to faulty materials or workmanship which appear within one year from the date of final acceptance at no additional expense to the Owner. END OF SECTION 01010 - 6 SECTION 02050 DEMOLITION AND REMOVAL PART 1 -GENERAL 1.01 DESCRIPTION A. Work in this Section. Principal items include: 1. Protection of existing Work to remain. 2. Barricades, lights, signs and safety precautions required by the governing code. 3. Dust control. 4. Removal and disposition of all material resulting from this Work. 5. Removal of existing pool deck. 1.02 SUBMITTALS A. Submit proposed demolition and removal procedures for approval before Work is started. Procedure shall provide for coordination with other Work in progress, a detailed description of methods and equipment to be used for each operation, and sequence of operations. B. Work Schedule: Perform Work in existing facilities during such hours and by methods as are approved by the Owner. Submit proposed schedules itemizing dates and hours that the various items or Work in existing facilities will be started and completed. The Owner reserves the right to modify the proposed schedules to eliminate conflicts and ensure use of the existing facilities during the Work. Exactly follow the schedule as finally approved by the Owner. No extra payment will be made to the Contractor for the portions of the Work required to be performed during night, Saturday, Sunday, or holiday hours. Revise and resubmit schedules when timing or sequence changes occur or are ordered by the Owner. 1.03 REQUIREMENTS A. The Work includes demolition or removal of all construction indicated or specified. Do not begin demolition until authorization is received from the Owner. Remove rubbish and debris from the station daily, unless otherwise directed; do not allow accumulations on the site or in the building. Store materials which cannot be removed daily in areas specified by the Owner. B. Coordinate Work of all trades and with the Owner to assure the correct sequence, limits, methods, and times of performance. Arrange the Work to impose minimum of hardship on operation and use of the facilities. Install protection for existing facilities, contents, and new Work against dust, dirt,weather, damage,and vandalism, and maintain and relocate as Work progresses. C. Access: Confine entrance and exit operations to access routes designated by the Owner. D. Existing Portable Items: The Owner will remove portable equipment,furniture, and supplies from involved existing areas prior to start of Work therein. Cover and protect remaining items. E. Existing Conditions: Intent of the Drawings is to show existing site and facility conditions with information developed from the original construction documents, field, surveys, and Owner records, and to generally show amount and type of demolition and removals required to prepare the existing areas for new Work. 02050 - 1 F. Verification of Conditions: Perform a detailed survey of existing site and building conditions pertaining to the Work before starting Work. Report to Architect/Engineer discrepancies or conflicts between the Drawings and actual conditions in writing for clarification and instructions and do not perform Work where such discrepancies or conflicts occur prior receipt of Architect/Engineer's instructions. 1.04 NOISE RESTRICTIONS A. Use care to prevent generation of unnecessary noise and keep noise levels to the minimum possible. When ordered by the Owner, immediately discontinue such methods that produce noise disruptive or harmful to facility functions and occupants, and employ unobjectionable methods. Equip all air compressors,tractors, cranes, hoists,vehicles, and other internal combustion engined equipment with "residential" grade mufflers, and muffle the unloading cycle of compressors. Remove from the site any equipment producing objectionable noise as determined by the Owner. 1.05 DUST CONTROL A. Take appropriate action to check the spread of dust, and to avoid the creation of a nuisance in the surrounding area. Do not use water if it results in hazardous or objectionable conditions, such as flooding or pollution. Comply with all dust regulations imposed by local air pollution agencies. Vacuum and dust work area at least daily or more frequently as needed or directed. 1.06 PROTECTION A. Existing Work: Protect existing Work which is to remain in place or is to be reused by temporary covers, shoring, bracing, and supports. Items which are to remain and which are damaged during performance of the Work shall be repaired to original condition or replaced with new. Do not overload structural elements. Provide new supports or reinforcement for existing construction weakened by demolition or removal Work. B. Weather Protection: For portions of the building to remain, protect building interior and all materials and equipment from the weather at all times. Where removal of existing roofing is necessary to accomplish Work have materials and workmen ready to provide adequate and approved temporary covering of exposed areas. Temporary coverings shall be attended, as necessary, to insure effectiveness and to prevent displacement. C. Trees: Protect trees within the project site which might be damaged during demolition, and which are indicated to be left in place, by a 6-foot high fence. Erect fence a minimum of 5-feet from the trunks at the outer perimeter of branches of individual trees or follow the outer perimeter of branches of clumps of trees. Restore trees scarred or damaged by Contractor equipment or operations to the original condition or replace as determined by the Owner. The Owner shall approve restoration prior to its initiation. Refer to Section 01560, "Environmental Protection". D. Facilities: Protect all electrical and mechanical services and utilities. Where removal of existing utilities and pavement is specified or indicated, provide barricades, temporary covering of exposed areas, and temporary services or connections for electrical and mechanical utilities. 1.07 EXPLOSIVES A. Use of explosives will not be permitted. 1.08 BURNING A. Burning will not be permitted. 02050 -2 PART 2-EXECUTION 2.01 EXISTING FACILITIES TO BE REMOVED A. Structures,Walls, and Slabs: Completely remove indicated existing structures,slabs, walls, and other indicated existing construction. B. Slabs: Remove concrete slabs as indicated, including all existing slabs in new concrete tank and deck areas. Sawcut where portions of existing concrete slabs are to remain in place before removing adjacent concrete. C. Concrete: Where concrete Work is to be removed, saw concrete along straight lines to a depth of not less than 2 inches. Make each cut in walls perpendicular to the face and in alignment with the cut in the opposite face. The remainder of the concrete shall be broken out, provided that the broken area is concealed in the finished Work, and remaining concrete is sound. At locations where the broken face cannot be concealed, it shall be ground smooth or the saw cut shall be made entirely through the concrete. 2.02 DISPOSITION OF MATERIAL A. Title to Materials: Except where indicated otherwise or specifically specified otherwise in other sections, all materials and equipment removed, and not reused, shall become the property of the Contractor and shall be removed from the property. Title to all materials resulting from demolition, and all materials and equipment to be removed, is vested in the Contractor upon Owner approval of the Contractor's demolition and removal procedures, and authorization by the Owner to begin demolition. The Owner will not be responsible for the condition or loss of, or damage to, such property after notice to proceed. Materials and equipment shall not be viewed by prospective purchasers or sold on the site. B. Reuse of Materials and Equipment: Carefully remove and store materials listed and indicated to be reused or relocated to prevent damage, and reinstall as the Work progresses. 2.03 CLEANUP A. Debris and Rubbish: Remove and transport debris and rubbish in a manner that will.prevent spillage on streets or adjacent areas. Clean up spillage from streets and adjacent areas. B. Regulations: Comply with federal, state, and local hauling and disposal regulations. END OF SECTION 02050 - 3 SECTION 03300 CAST-IN-PLACE CONCRETE PART 1 -GENERAL 1.01 DESCRIPTION A. Work in this Section. Principal items include: 1. The Work under this section shall include all labor, materials and equipment required to complete the Concrete Work as indicated and specified. 2. Materials and/or methods specified in this section as "U.B.C.", "U.B.C. Standards"or similar wording refer to the International Conference of Building Officials Uniform Building Code and the Uniform Building Code Standards, both 1994 Editions. 3. Except as otherwise specified herein, the work of this Section shall be in accordance with Chapter 26 "Concrete", of the Uniform Building Code, 1994 Edition. 1.02 QUALITY ASSURANCE A. Reference Standards: 1. American Society for Testing and Materials (ASTM): a. C33- Standard Specification for Concrete Aggregate b. C150-85 Standard Specification for Portland Cement 1.03 SUBMITTALS A. Conform to Division 1 requirements. Submit Shop Drawings for complete deck structure including complete detailed reinforcing bar bending and layout diagrams. B. Concrete Mix Design: Submit a mix design for each strength and type of concrete. Furnish a complete list of materials including type, brand, source, and amount of cement, pozzolan, and admixtures. Submit applicable reference specifications, and copies of test reports showing that the mix has been successfully tested to produce concrete with the properties specified and will be suitable for the job conditions. Obtain approval before concrete placement. C. Product Data: Submit manufacturer's printed data identifying concrete color admixture and cure • sealer with technical data, and installation requirements. PART 2- PRODUCTS 2.01 MATERIALS A. Portland Cement: ASTM C150, Standard Specification for Portland Cement. B. Aggregate: ASTM C33, Standard Specification for Concrete Aggregate, well graded from fine to coarse. C. Water: Clean and potable. 03300 - 1 D. Reinforcing Steel: ASTM A615, Grade 40, Standard Specification for Deformed and Plain Billet Steel Bars for Concrete Reinforcement. Size and spacing of bars as indicated on the drawings. E. Wire Fabric for Reinforcement: ASTM A185, Standard Specification for Welded Steel Wire Fabric for Concrete Reinforcement. 2.02 TESTS AND INSPECTIONS A. Samples and Tests of Concrete: 1. Samples: ASTM C172, Standard Method of Sampling Fresh Concrete. Samples may be obtained by the molded cylinder method. 2. Molded Cylinder Tests: If the molded cylinder method is used, there shall be not less than one test for each 50 cubic yards of structural concrete for each grade of concrete used and there shall be at least one test for each day's placement for each grade of concrete use. Each cylinder shall be dated, given a number, the point in the structure from which the sample was taken, and the result of the accompanying slump test noted thereon. Cylinders shall represent as nearly as possible the batch of concrete from which they were taken. 3. Defective Concrete: Should the strength of any grade of concrete for any portion of the work indicated by tests of molded cylinders, fall below the minimum 28 day strengths specified or indicated, Structural Engineer will require core specimens to be cut from designated locations. If the compressive tests of the core specimens fail to show the required compressive strength, the concrete will be deemed to be defective and shall be replaced or adequately strengthened in a manner acceptable to the Owner and the Architect/Engineer. The Contractor shall bear all costs incurred in connection with said tests, replacement and strengthening. 4. Plant Inspection and Certification: Continuous inspection shall be maintained at the batch plant and for transit-mixed concrete to run check sieve analysis of aggregate, check moisture content of fine aggregate, check the design of the mix, check the cement being used with the test reports, check the loading of the mixer trucks, and certify to the quantities of materials placed in each mixer truck. Inspection shall be made by a representative of a Testing Laboratory selected by the Owner. The Owner will pay for inspection costs. With each mixer truck, the manufacturer of the ready-mixed concrete shall deliver to the Owner's Inspector a certificate with each mixer truck. The certificate shall bear the signature of the representative of the Testing Laboratory, and shall state the quantity of cement, water, fine and coarse aggregate, and admixture, if any, contained in the load. 2.03 CONCRETE MIXES A. Strength of Concrete: All concrete shall be 3000 P.S.I. unless indicated othenviseon the drawings. B. Slump Requirements: Slump, Inches Element Minimum Maximum Slabs and Decking 2 3 03300 -2 C. Selection of Concrete Proportions: Minimum ultimate 28 day compressive strength of the concrete shall be controlled by the following method: 1. Method B-Laboratory Designed Mix: Concrete mixes may be based upon previously proven mixes and material tests made by a recognized testing agency. The design of such mixes shall be based on the ultimate strength of the concrete assumed in the design of the structure and shall take into consideration both the workability of the mix and the durability of the concrete. The laboratory designed mix shall be established by the Testing Laboratory designated by the Owner, and the cost of designing the mix will be borne by the Owner. 2. If, after the concrete mix has been established by Method B, the Contractor changes the source of cement and/or aggregates, a new mix shall be designed. The Owner will pay all costs for re-testing the cement and/or aggregates and re-designing the mix, but the Contractor shall reimburse the Owner in accordance with provisions of the Contract. D. Ready Mixed Concrete: Mix and deliver in accordance with requirements of U.B.C. Standard No. 26-13 "Ready-Mix Concrete." 2.04 FORMS FOR CONCRETE A. Forming Materials: Materials shall be new. Materials may be reused during the progress of the work provided they are completely cleaned and reconditioned, recoated for each reuse, capable of producing formwork of the required quality and are structurally sound. 1. Footings and Foundations: Douglas Fir"Standard" or better boards,wood or steel stakes, substantially constructed to the shape indicated and to support dowels and screeds for the wall forms. 2. Wall Forms: 3/4" minimum, Douglas Fir plywood, Grade B-B, Class I or II, Exterior, sanded both sides conforming to U.S. Product Standard 1-83. Plywood shall be edge-sealed and oiled both sides with colorless form oil. B. Construction of Forms: 1. General: Forms shall result in a final structure which conforms to shape, lines and dimensions of members as required by the drawings and specifications, and shall be substantial and sufficiently tight to prevent leakage of mortar. They shall be properly braced or tied together so as to maintain position and shape. Forms and their supports shall be designed so that previously placed structures will not be damaged. Forms shall be true to line within 1/250 of the span. PART 3- EXECUTION 3.01 REINFORCING A. General: Fabrication and placement of reinforcing for concrete construction shall be in accordance with the requirements of Title 24, Part 2, California Administrative Code, with U.B.C. and as shown. B. Accurately position and secure reinforcing in place as indicated and specified. Secure reinforcing so that it will not be displaced while placing concrete. C. Reinforcing shall be checked before concrete is placed and cleaned again if required. 03300 - 3 3.02 CONCRETE A. Time of Placing: Do not place concrete until reinforcement, conduits, outlet boxes, anchors, hangers, sleeves, bolts, and other embedded items and materials are securely and properly fastened in the proper positions. Reinforcement and forms shall be inspected and approved by the Owner 24 hours before concrete is placed. B. Conveying: Concrete shall be conveyed from the mixer to the place of final deposit by methods which will prevent the separation or loss of materials. Concrete shall not be handled nor pumped using aluminum equipment. C. Placing Concrete: 1. Concrete shall be placed only under the direct supervision of the Owner's Inspector. Do not place concrete outside of regular working hours, unless the Owner's Inspector has been notified at least 24 hours in advance and is present. No concrete that has partially hardened or been contaminated by foreign materials shall be deposited in the forms, nor shall retempered concrete or concrete which has been remixed after initial set be used. 2. Concrete shall be thoroughly consolidated by suitable means during placement, and shall be thoroughly worked around the reinforcement and embedded fixtures and into the corners. D. Finish of Concrete: 1. Floors and slabs: Smooth steel trowel. a. All exposed interior concrete floors throughout shall be treated with floor hardener, gray (natural)color. b. Apply the hardener after the surface of the concrete has reached the point where no excess moisture shows, but is still plastic. Apply at the rate of 20 pounds per 100 square feet of surface for the initial application. c. Protection and Curing: All concrete floors shall be cured and protected with concrete curing paper. 2. Concrete wall surfaces that are to be left exposed shall be smooth and free from form marks. Fins and surface irregularities shall be removed immediately after removal of forms,while the concrete is green. E. Curing of Concrete: Concrete shall be maintained above 50° F., and in a moist condition for at least the first 7 days after placing. END OF SECTION 03300 - 4 SECTION 07920 SEALANTS AND CALKING PART 1 -GENERAL 1.01 DESCRIPTION A. Work in this Section. Principal items include: • 1. Labor, materials, and equipment to complete Sealants and Calking as indicated and specified. 1.02 QUALITY ASSURANCE A. Reference Standards: 1.. American Society for Testing Materials(ASTM): a. C920-79 Elastomeric Joint Sealants 1.03 SUBMITTALS: A. Certificates of Conformance or Compliance: Submit certificates from the manufacturers attesting that materials meet the specified requirements. B. Manufacturers' Descriptive Data: Submit complete descriptive literature for each type of material. Dearly mark data to indicate which type the Contractor intends to provide. Data shall state conformance to specified requirements. Data for sealant and calking shall include application instructions, shelf life, mixing instructions for multicomponent sealants, and recommeded cleaning solvents. C. Colors: Submit one sample of each color for each sealant and calking type to verify that products match the colors indicated. Where colors are not indicated, submit not less than five different samples of manufacturers standard colors for selection by the Owner. 1.04 SAMPLE JOINTS A. Before Sealant and Calking Work is started, provide a sample of each type of finished joint where directed. The sample shall show the workmanship, bond, and color of sealant or calking. The workmanship, bond, and color of Work throughout the project shall match that of the approved sample joints. 1.05 ENVIRONMENTAL CONDITIONS A. The ambient temperature shall be within the limits of 40 and 100 degrees F when the sealant and calking are applied. 1.06 DELIVERY AND STORAGE A. Deliver materials to the job site in the manufacturer's original shipping containers with brand names, date of manufacture,color,and material designation clearly marked thereon. Containers of elastomeric sealant shall be labeled as to type,class, grade, and use. Carefully handle and • 07920 - 1 • store materials to prevent inclusion of foreign materials or subjection to sustained temperatures exceeding 100 degrees For less than 40 degrees F. PART 2- PRODUCTS 2.01 MATERIALS A. General: Products shall conform to the reference documents listed for each use. Color of sealant shall match adjacent surface color unless specified otherwise. For ASTM C920 sealants, use a sealant that has been tested on the types of substrate to which it will be applied. B. Interior Sealant: ASTM C920,Type S or M, Grade NS, Class 12.5, Use NT. Color of sealant shall be as selected. C. Exterior Sealant: For joints in vertical surfaces, provide ASTM C920,Type S or M, Grade NS, Class 25, Use NT. For joints in horizontal surfaces, provide ASTM C920, Type S or M, Class 25, Use T. Color of sealant shall be as selected. D. Floor Joint Sealant: ASTM C920, Type S or M, Grade P,Class 25, Use T. Color of sealant shall be as selected. E. Swimming Pool Expansion Joint Sealant: ASTM C920,Type S or M, Grade NS,Class 25, Use T, two-part polysulfide sealant. Color of sealant shall be white as manufactured by Pacific Polymers Inc., Elasto-Seal 227, or approved equal. F. Primer for Sealant: Use a non-staining, quick-drying type and consistency recommended by the sealant manufacturer for the particular application. G. Bond Breakers: Use the type and consistency recommended by the sealant manufacturer for the particular application. R. Backstops: Use glass fiber roving or neoprene, butyl, polyurethane, or polyethlene foams free from oil or other staining elements as recommended by the sealant manufacturer. Backstop material shall be compatible with the sealant. Do not use oakum and other types of absorptive materials as backstops. PART 3-EXECUTION 3.01 SURFACE PREPARATION • A. Surfaces shall be clean, dry to the touch, and free from frost, moisture, grease, oil, wax, lacquer, paint, or other foreign matter that would tend to destroy or impair adhesion. Where adequate grooves have not been provided, clean out grooves to a depth of 1/2 inch and grind to a minimum width of 1/4 inch without damage to the adjoining Work. No grinding shall be required on metal surfaces. 1. Steel Surfaces: Rerriove loose mm scale by sandblasting or, if sand blasting is impractical or would damage finish Work, scraping and wire brushing. Remove protective coatings by sandblasting or using a solvent that leaves no residue. 07920 - 2 3.02 SEALANT PREPARATION A. Do not modify the sealant by addition of liquids, solvents, or powders. Mix multicomponent elastomeric sealants in accordance with manufacturer's printed instructions. 3.03 APPLICATION A. Backstops: Where joint cavities are constructed deeper than indicated, tightly pack the back or bottom with backstop material to provide a joint of the depth indicated. Install backstops dry and free of tears or holes. B. Primer: Just prior to application of sealant, clean out loose particles from joints. Apply primer in accordance with sealant manufacturer's directions. Do not apply primer to exposed finish surfaces. C. Bond Breaker: Provide bond breakers as recommended by the sealant manufacturer for each type of joint and sealant used. D. Sealant: Use a sealant that is compatible with the material to and against which it is applied. Do not use a sealant that has exceeded its shelf live or has become too jelled to be discharged in a continuous flow from the gun. Apply sealant in accordance with the manufacturer's printed instructions. Force sealant into joints with sufficient pressure to fill the joints solidly. Sealant shall be uniformly smooth and free of wrinkles. 1. Interior Sealant: Provide sealant at all exposed joints in building and at all joints indicated to receive sealant. 2. Exterior Sealant: Provide sealant at all joints around the perimeter of openings and at all exposed joints on the building and at all joints indicated to receive sealant. 3. Floor Joint Sealant: Provide sealant in all control joints and in other floor joints indicated or specified. 4. Swimming Pool Expansion Joint: Provide sealant for complete joint including pool floor, pool walls, both sides of gutter lip, floor of gutter, and back wall of gutter. • 3.04 PROTECTION A. Protection: Protect all areas adjacent to joints from sealant smears. Masking tape may be used for this purpose if removed 5 to 10 minutes after the joint is filled. B. Cleaning: Immediately scrape oft fresh sealant that has been smeared on masonry and rub clean with a solvent as recommeded by the sealant manufacturer. Upon completion of application, remove all remaining smears and stains resulting therefrom and leave the Work in a clean and neat condition. END OF SECTION 07920 -3 • • SECTION 09380 SWIMMING POOL TILE PART 1 - GENERAL 1.01 DESCRIPTION A. Work in this Section. Principal items include: 1. Ceramic tile for swimming pool. B. Related Work Not in this Section: 1. Portland cement plaster scratch and leveling coats for pool tile, if required, are specified elsewhere. 1.02 QUALITY ASSURANCE A. Reference Standards: Conform to the following standards unless otherwise required herein: 1 . American National Standards Institute (ANSI): a. A108.1 Glazed Wall Tile, Ceramic Mosaic Tile,Quarry Tile and Paver Tile Installed With Portland Cement Mortar. b. A137.1 Standard Specifications for Ceramic Tile. 2. American Society for Testing and Materials (ASTM): a. C144-84 Aggregate for Masonry Mortar b. C150-85 Portland Cement c. C171-69(R84) Sheet Materials for Curing Concrete d. C206-84 Finishing Hydrated Lime e. C207-79(R84) Hydrated Lime for Masonry Purposes 3. Tile Council of America (TCA): 1989 Edition, Handbook for Ceramic Tile Installation. 1.03 SUBMITTALS A. Refer to Division 1 for procedures. B. Product Data: Submit the tile manufacturer's printed data identifying each field tile unit and each trimmer and shaped unit by model or type number. C. Samples: Submit the following for selection and approval: 1. Each type, shape, and trimmer of tile in each required color. 2. Joint grout colors for each color of tile. D. Master Grade Certificates: Submit for each lot of tile before installing. 09380 - 1 1.04 PRODUCT DELIVERY AND STORAGE A. Deliver tile materials to site in unopened factory containers sealed with Grade Seals bearing printed name of manufacturer and the words "Standard Grade". Keep the Grade Seals intact and containers dry until tiles are used. Keep cementitious materials dry until used. 1.05 JOB CONDITIONS A. Inspect and verify job conditions. Report all defects in base surfaces to Architect/Engineer for correction before proceeding. PART 2- PRODUCTS 2.01 BASIC MATERIALS A. Portland cement: ASTM C150,Type II, low alkali. B. Hydrated lime: ASTM C207, Type S. C. Mortar sand: ASTM C144, at least 4%passing No. 100 sieve. D. Joint sand: Same as mortar sand except all passing the No. 30 sieve. E. Water: From domestic potable source. F. Color pigments: Pure ground mineral oxides, non-fading, alkali and lime proof,factory weighed and packaged. 2.02 TILE MATERIALS A. Manufacturer: American Olean Tile Company, Dal-Tile Corporation, or approved equal. B. Standard Grade conforming to ANSI A137.1. Provide trimmer units as indicated and specified, including special shapes as detailed or required. Tile patterns and colors shall be as indicated and specified. Mesh mounted or perforated paper backed tile is not allowed where the mesh of paper remains as a permanent part of the installation. C. Unglazed Ceramic Mosaic Tile: Colors as selected or scheduled, porcelain type unglazed ceramic mosaic tile, cushion or all-purpose edges, 1"square. Use factory-made half-size units where required for tile numbers, or make the half-size units by precision cutting on powered tile saw. Ease all cut tile edges. D. Slip-Resistant Unglazed Ceramic Mosaic Tile: Same as unglazed ceramic mosaic tile except containing at least 7-1/2% of non-rusting abrasive aggregate. E. Glazed Ceramic Mosaic Tile: Colors as selected or scheduled, dust pressed and white body, square edged, having matte glazed exposed face conforming to ANSI A137.1 for glazed wall the, with matching integral cove base, and integral bullnose for external angles and exposed edges. Under no circumstances will glazed tile installations be accepted if any part of unglazed tile body of any unit remains exposed after tile is installed. Ease all cut tile edges. F. Glazed Marker Tile: Glazed tile units of sizes indicated,with depth and other markings indicated fired into the tile, colors noted, bright glaze. 09380 - 2 G. Trim Units: Provide tile trim units where indicated or necessary for complete and finished installation. Provide bullnose units for external corners and angles. Internal corners shall be squared. Provide trim units of material and finish identical to adjoining tile, except slip-resistant surfacing is not required for curved or vertical trim units. Provide special type slip-resistant tread nosing units as indicated. - 2.03 SETTING BED MORTAR A. Machine mix mortar after first dry mixing materials. Mix all mortar not less than 5 minutes after water is first added. Accurately measure materials using calibrated measuring boxes;shovel measurement is not permitted. Discard mortar that is not placed and compacted before initial set is reached. Measure all materials by volume. Proportion of 1 part portland cement, 1/10 part hydrated lime, and 6 parts damp sand at horizontal surfaces and 5 parts damp sand at vertical surfaces, mixed to consistency and workability that allows maximum compaction during tamping of mortar bed. 2.04 BOND COAT A. White portland cement mixed with water to creamy consistency. Do not add water or cement after initial mixing and discard material not used prior to initial set. 2.05 TILE JOINT GROUT A. Waterproofed white portland cement with waterproofing admix, matching the approved samples. Include silica sand passing No. 30 sieve for joints over 1/8 inch wide, not over twice the volume of portland cement. PART 3- EXECUTION 3.01 PREPARATION A. Clean substrates of dust, dirt, oil, grease, and deleterious substances. Conform to applicable Reference Standards and to recommendations of manufacturers of materials used. B. Substrates To Receive Mortar Setting Beds: Keep cementitious backing damp for at least 8 hours and scrub with a neat portland cement slurry just prior to placing setting bed mortar. C. Tile Wetting: Dampen tile according to above Reference Standards or tile manufacturer's instructions, as required. D. Screeds: Accurately set temporary screeds to control the finish plane of mortar-bed set tile and remove as soon as setting bed is sufficiently hardened. Fill void spaces from screeds with same mortar. 3.02 TILE INSTALLATION A. Arrange tile according to patterns detailed. Set tile with flush well-fitted joints,finished in true planes, plumb, square,joints of uniform size. Provide approved trimmers as shown or required. Cut tile without marring. Carefully grind and joint file edges and cuts. ' B. Mortar Bed Set Tile: Apply specified setting bed mortar,tamp, and screed to required planes. Spread no more mortar than can be covered with tile before initial set. Do not use retempered mortar. Trowel 1/32"to 1/16" thick bond coat over plastic setting bed mortar just before setting tile or apply bond coat to back of each tile placed. Set tile in position and beat firmly into the 09380 - 3 • setting bed mortar. Bring tile faces to a true and proper plane. Complete all beating and leveling before mortar sets and in no case later than one hour after first placing. When ready, wet and remove paper and glue avoiding excess water. At this time adjust any out-of-line or out-of-level tile. C. Joint Sizes: Install tile with uniform 1/16"joint width. D. Ceramic Tile Joint Grouting: Grout tile joints full after washing out and saturating with clean water. Mix grout with water to a thick creamy consistency and force into joints for entire joint depth,flush with surface. Clean off all excess and fill skips and gaps before grout sets. Use white grout throughout. Provide dampness for minimum 3-day curing and polish with clean dry cloths. 3.03 CLEANING: A. Remove stains, cement, grout, and foreign matter after grouted joints are fully set. Do not use any acid for cleaning. Repair all defective joints as approved. END OF SECTION 09380 - 4 SECTION 13154 SWIMMING POOL EQUIPMENT PART 1 - GENERAL 1.01 DESCRIPTION A. Work in this Section. Principal items include: 1. Concrete embedded anchors. 2. Portable pool equipment. 3. Signs. 4. Safety equipment. B. Related Work Not in this Section: 1. Electrical power services for underwater lights. 2. Grounding system terminations for ground wires provided under this Section. 1.02 QUALITY ASSURANCE A. Equipment Quality: Swimming pool equipment shall be standard products manufactured for service in public and commercial swimming pool installations and shall have a proven record of satisfactory service. B. Reference Standards: Conform Work of this Section to requirements of the following reference standards, as applicable, unless otherwise required herein or on the Drawings. Requirements for packing of delivery in reference standards are at the Contractors option. Unless otherwise indicated on the Drawings or specified, furnish the highest or best grade of material specified in reference standards. 1. American Society for Testing and Materials (ASTM): a. A312-83 Seamless and Welded Austenitic Steel Pipe b. A666-82 Austenitic Stainless Steel Sheet, Strip, Plate, and Flat Bar for Structural Applications 2. American Iron and Steel Institute (AISI): a. 304 & 316 Steel Products Manual -Stainless and Heat Resisting Steels 3. Aluminum Association (AA): a. DAF-79 Designation System for Aluminum Finishes b. STDS-79 Aluminum Standards and Data c. STDS-79 Standards for Anodized Architectural Aluminum 4. Compressed Gas Association, Inc. (CGA): a. 346 Standard Thread Connection for Breathing Air 5. National Fire Protection Association (NEPA): a. 70-1987 National Electrical Code (NEC) 13154 - 1 1.03 SUBMITTALS A. Manufacturers' Data: Include operation and maintenance instructions as applicable: 1. Wedge Anchors. 2. Wall anchors. 3. Signs. 4. Safety equipment. B. Samples: 1. Sign, about 12" square with typical lettering of each size. 1.04 DELIVERY AND STORAGE A. Deliver materials undamaged to the project site in each manufacturers unopened containers. Inspect for damage and remove damaged items from site. Store undamaged materials off ground under protective cover. PART 2- PRODUCTS 2.01 MATERIALS A. Stainless Steel: ASTM A312,ASTM A666, and AISI Steel Products Manual, of finish and gage as specified or indicated. B. Plastic: Acryonitrile-butadiene-styrene (ABS) molded plastic, type known commercially as "cycolac". C. Metal Finishes: Chromium plated metal finish shall conform to Fed. Spec. WW-P-541/GEN. Bronze surfaces to remain exposed shall be chrome-plated unless otherwise indicated or specified. Anodized finish on aluminum shall conform to AA Designation System for Aluminum Finishes and Standards for Anodized Architectural Aluminum,Type A41, Class I, except shall be special anodized finish known commercially as "hard-coat"for use in marine environments, clear finish unless otherwise specified. D. Fasteners: Fasteners shall be corrosion resistant material, 300 series stainless steel or bronze, same as the metal being attached or secured unless indicated or specified otherwise. 2.02 WEDGE ANCHORS A. Anchor Sockets: Bronze casting, 4-1/4" long, with locking bronze wedge, and stainless steel bolt and washer. Socket shall have four anchoring feet at its base which extend into the concrete and be tapped for attachment of bonding wire, KDI Paragon #28102. B. Escutcheon Plate: Satin chrome plated bronze with locking set screw, KDI Paragon#28301. 2.03 WALL ANCHORS A. Provide chrome plated cast bronze body and eyebolt formed with 1/21 diameter metal and 3/4" diameter eye, and 5/8-11 by 1" long threaded shank, KDI Paragon #70316. 2.04 HANDICAP LIFT AND SOCKETS A. Lift: Hoist shall be a standard product unit complete with hydraulic jack cylinder with operating handle, stainless steel seat hoist chain and hardware, reinforced nylon or ABS plastic seat, and related hardware. Post, lift arm, and other structural elements shall be stainless steel, and all pivot and rotation points shall operate smoothly by means of sealed bearings or equivalent. Lift unit shall have a rated capacity of not less than 300 pounds, IDM, Inc. Econo-Litt with57" lift arm. 13154 - 2 B. Socket: Provide stainless steel sockets as indicated with threaded plug and provisions for bonding. 2.05 SIGNS A. Provide plastic signs either printed, silk screened, or engraved into a contrasting color plastic core. Typewritten letters are not acceptable. Provide a good contrast between the letters and background, and correct typographical arrangement of the text. Except for engraved type signs permanently protect the lettered surface by hermetically,thermally, or vacuum sealing into a monolithic plastic laminate of minimum 1/8"total thickness, equipped with proper holes for mounting on wall with stainless steel screws and finishing washers. Provide bold strode modern Helvetica type style. Install signs where shown or directed. 1. Occupancy Load Sign: Provide sign with 4" high letters indicating number of bathers allowed in pool based on one bather per 20 square foot of surface area. 2. Emergency Phone Number Sign: Provide a sign 18" x 24" minimum where clearly visible from deck with ambulance,fire, and police numbers. 3. Artificial Respiration Sign: Provide sign 18"x 24" minimum with diagrammatic illustrations of artificial respiration procedures posted where clearly visible from deck. 4. Warning - No Lifeguard On Duty Sign: Where no lifeguard service is provided post sign with 4"high letters minimum. In addition the sign shall also state "Children under the age of 14 should not use pool without an adult in attendance" in 1" high letters. 5. No Diving Allowed Sign: Provide a sign 18" x 24" minimum with clearly legible letters not less than 4" high. 2.06 SAFETY EQUIPMENT A. Ring Buoy: Coast Guard approved 24" O.D.solid closed cell plastic with vinyl coating and rigging. Provide each buoy with a 3/8" polypropylene throw line 80' in length and heavy duty stainless steel wall hooks and fasteners for hanging bouy and rope, Aquality Model 23006, (2) units required. B. Body Hook: Anodized aluminum hook with 16'single piece anodized aluminum pole and heavy duty stainless steel wall hooks and fasteners for hanging, Aquality Model 10138& 4004, (2) units required. C. Safety Rope: 3/4" diameter polypropylene rope with chrome plated bronze end hooks and locking polyethylene floats spaced at 4' maximum, (1) 78' unit and (1) 33' unit required. PART 3- EXECUTION 3.01 INSTALLATION A. As shown on Drawings, specified, and in accordance with the approved submittals. Anchor units securely with corrosion-resistant fasteners of size and type indicated and specified. 3.02 WELDING A. Welds shall be ground smooth and polished. All welding shall be done by heli-arc method by certified welders using electrodes of same alloy as metal being welded and methods that prevent carbon pick-up in stainless steel. 13154 -3 3.03 BONDING A. All concrete embedded metallic fixtures in the pool shell and in the deck within 5 feet of the pool wall shall be bonded together. Bond with #8 copper conductor and copper pressure connectors. Items include, but are not United to, anchors, grates, sockets, and light niches. END OF SECTION • 13154- 4 T H E AMERICAN INSTITUTE O F ARCHITECTS AIA Document A305 Contractor's Qualification Statement 1986 EDITION This form is approved and recommended by The American Institute of Architects (AIA)and The Associated General Contractors of America(AGC)for use in evaluat- ing the qualifications of contractors. No endorsement of the submitting party or verification of the information is made by the AIA or AGC The Undersigned certifies under oath that the information provided herein is true and suffi- ciently complete so as not to be misleading. SUBMITTED TO: ADDRESS: SUBMITTED BY: Corporation ❑ NAME: Partnership ❑ ADDRESS: Individual ❑ PRINCIPAL OFF]CE: Joint Venture ❑ Other ❑ NAME OF PROJECT (if applicable): TYPE OF WORK (file separate form for each Classification of Work): General Construction HVAC Plumbing • Electrical Other_ (please specify) Copyright 1964. 1969, 1979, ©1986 by The American Institute of Architects, 1735 New York Avenue,N.W. Washing- ton.D.C.20(106.Reproduction of the material herein or substantial quotation of its provisions without written permission of the AM violates the copyright laws of the united States and will be subject to legal prosecution. AIA DOCUMENT A305•CONTRACTOR'S QUALIFICATION STATEMENT• 1986 EDITION•AIAe • ©1986 THE AMERICAN INSTITUTE OF ARCHITECTS, I735 NEW 1'OR6 AVENUE,N W.,WASHINGTON.D.C.3(X16 A305-1986 1 WARNING:Unlicensed photocopying violates U.S.copyright laws and Is subject to legal prosecution. 1. ORGANIZATION 1.1 How many years has your organization been in business as a Contractor? 1.2 How many years has your organization been in business under its present business name? 1.2.1 Under what other or former names has your organization operated? 1.3 If your organization is a corporation, answer the following: . 1.3.1 Date of incorporation: 1.3.2 State of incorporation: - 1.3.3 President's name: 1.3.4 Vice-president's name(s): • 1.3.5 Secretary's name: 1.3.6 Treasurer's name: 1.4 If your organization is a partnership, answer the following: 1.4.1 Date of organization: 1.4.2 Type of partnership (if applicable): 1.4.3 Name(s) of general partner(s): 1.5 If your organization is individually owned, answer the following: 1.5.1 Date of organization: 1.5.2 Name of owner: AIA DOCUMENT A305•CONTRACTOR'S QUALIFICATION STATEMENT• 1986 EDITION•Alk" • G 19A6 THE AMERICAN INSTITUTE OF ARCHITECTS. 1'35 NEW YORK AVENUE.NW,WASHINGTON.D_C.acne' A305-1986 2 WARNING:Unlicensed photocopying violates U.S.copyright lens and Is subject to legal prosecution. 1.6 If the form of your organization is other than those listed above, describe it and tunic the principals: 2. LICENSING 2.1 List jurisdictions and trade categories in which your organization is legally qualified to do business, and indicate registration or license numbers, if applicable. 2.2 List jurisdictions in which your organization's partnership or trade name is filed. 3. EXPERIENCE 3.1 List the categories of work that your organization normally performs with its own forces. 3.2 Claims and Suits. (If the answer to any of the questions below is yes, please attach details) 3.2.1 Has your organization ever failed to complete any work awarded to it? 32.2 Arc there any judgments, claims, arbitration proceedings or suits pending or outstanding against your organization or its officers? 3.2.3 Has your organization filed any law suits or requested arbitration with regard to construc- tion contracts within the last five years? 3.3 Within the last five years, has any officer or principal of your organization ever been an officer or principal of another organization when it failed to complete a construction contract?(lithe answer is yes, please attach details.) AIA DOCUMENT A305•CONTLACTOR S QUALIFICATION STATEMENT• I9SC EDITION•MAL • C Ns() THE AMERICAN INSTIL TE OF ARCHITECTS. I Vi NEW l'ORE 'ENtE.N U.,'ASHINGTos,DC.-uub A305-1986 3 WARNING:Unlicensed photocopying violates U.S.copyright laws and is subject to legal prosecution. 3.4 On a separate sheet, list major construction projects your organization has in progress, giving the name of project, owner, architect, contract amount, percent complete and scheduled completion date. 3.4.1 State total worth of work in progress and under contract 3.5 On a separate sheet, list the major projects your organization has completed in the past five years, giving the name of project,owner,architect,contract amount,date of completion and percentage of the cost of the work performed with your own forces. 3.5.1 State average annual amount of construction work performed during the past five years: 3.6 On a separate sheet, list the construction experience and present commitments of the key individ- uals of your organization. 4. REFERENCES • 4.1 Trade References: 4.2 Bank References: 4.3 Surety: 4.3.1 Name of bonding company: 4.3.2 Name and address of agent: ALA DOCUMENT A305•CONTRACTOR S QUALIFICATION STATEMENT• 19SE EDITION•AIA° • Colyab THE AMERICAN INSTITUTE OF ARCHITECTS, I NEW TORN AVENUE.N W4IIINGTON.D.0 'Rimy, A305.1986 4 WARNING:Unlicensed photocopying violates U.S.copyright laws and is subject to legal prosecution. 5. FINANCING 5.1 Financial Statement. 5.1,1 Attach a financial statement, preferably audited, including your organization's latest balance sheet and income statement showing the following items: Current Assets (e.g., cash, joint venture accounts, accounts receivable, notes receivable, accrued income, deposits, materials inventory and prepaid expenses); Net Fixed Assets; Other Assets; Current Liabilities(e.g.,accounts payable,notes payable,accrued expenses, pro- - - vision for income taxes, advances, accrued salaries and accrued payroll taxes); Other Liabilities (e.g., capital, capital stock, authorized and outstanding shares par values, earned surplus and retained earnings). 5.1.2 Name and address of firm preparing attached financial statement, and date thereof: 5.1.3 Is the attached financial statement for the identical organization named on page one? 5.1.4 If not explain the relationship and financial responsibility of the organization whose financial statement is prncided (c g., parent-subsidiary). 5.7 Will the organization whose financial statement is attached act as guarantor of the contract for con- struction? • AIA DOCUMENT A305•(o'TRACTORd Qt ALI rI CATION ItTATE.IENT• I9XE ED/TION•Aid' • 4IYx(. P.IE ANIERICA]1>sn it E OF ARCHITECTS. I-ts NEW Yo-0C AVEsre,Nu v ASI II NGTON,u.C'u,c A305-1986 5 WARNING:Unlicensed photocopying violates u.s.copyright laws and is subject to legal prosecution. 6. SIGNATURE 6.1 Dated at this day of 19 Name of Organization: By: Title: 6.2 M being duly sworn deposes and says that the information provided herein is true and sufficiently complete so as not to be misleading. • Subscribed and sworn before me this day of 19 Notary Public: My Commission Expires: • 11'11!� CAUTION: You should sign an original AIA document which has this caution printed in red. An original assures that changes will not be obscured as may occur when documents are reproduced. AIA DOCUMENT A305•CONTRACTOR'S QUALIFICATION STATEMENT• 1986 EDITION•AIA's •©1986 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE,N W. WASHINGTON,U.C.20906 A305-1986 6 WARNING:Unlicensed photocopying violates U.S.copyright laws and Is subject to legal prosecution. BID PROPOSAL TO: City of Rosemead 8838 East Valley Boulevard Rosemead, California 91770 I have received the documents titled: Notice Inviting Bids, Instruction to Bidders, Specifications, Contractors Qualification Statement, Bid Proposal Form, List of Subcontractors, Exhibit 1, Drawings (3) and Addendums. I have satisfied myself as to the scope of work and condition of the site. In submitting this Proposal, I agree: 1. To hold my bid open for 30 calendar days from the date of this Proposal. 2. To comply with the provisions of the Notice Inviting Bids, Instruction to Bidders and Specifications. 3 . To furnish bonds as noted in the Instruction to Bidders. 4 . To begin work within five (5) days after receiving Notice to Proceed. 5. All work must be accomplished within forty (40) calendar days. 6. Owner will hold 10% of the incremental payments pending resolution of Notice of Completion. I will provide all labor, materials, supplies and equipment and perform all the work as specified in these documents for the lump sum bid of: $ Hand Written Amount BY: DATE: ADDRESS: Street City Zip Code TELEPHONE NO. CONTRACTOR'S LIC. # pooltile Page 1 of 1 3/98 LIST OF SUBCONTRACTORS The following is a true and complete list showing the name and the location of the place of business of each subcontractor who will perform work, or labor or render service to the Contractor in or about the Work in an amount in excess of one-half of one percent (0. 5%) of the Contractor's total bid. (List the portion of the Work which will be done by each subcontractor and list only one subcontractor for each such portion) . WORK PORTION SUBCONTRACTOR'S NAME AND BUSINESS ADDRESS pooltile Page 1 of 1 3/98 EXHIBIT SOUTHERN CALIFORNIA JOINT POWERS INSURANCE AUTHORITY -� INSURANCE REQUIREMENTS FOR CONTRACTORS Contractor anal pneac oil maintain for the duration of the connect immune against claims for injuries to pawns or damages b propcJV which nay arise from in in connection with the performance of the work hue oda by the Contrarian hu again np•aenmtivu,employees at uhmmsctms Mailmen,Same otlnsonrrre Coveege shall be at lust u brand BS 1.Goma Servicer Office Commercial Canal Liability coverage(occurrema form CG WOO, 2.Imam=Services Office form number CA 0001 =vain Aaomab0e ILb3ry,ode I(vry trio). 3.Wade= Compaudoa'vumv=es regvurd by the Stan of Calin:nia and Employer's Liability Inmruca Mlnlmmm 1.Imin of Tarmac; Cmmacmr shall maintain limits no las then 1.Oral IiaSfrty.SL000,000 per ecemreme for bodily injury,personal=Jay mad Property damage. �1 Liability Insurance at other(oro with genera aggregate limit is used,eau the gaol aggregate limit shall 2. apply n n stay to 31.000.000renin or the gaesl egging=font ship be twice the,uSed occunetco limit Liability. Per accident for bodily injury and pnperty damage(own=and nnr-owned ave 3.Employer's liability-51000,000 pet accident fm bodily injury cm disease ). 7.1.2112Efilifranylaratalaigmaguntistm Any deductibles or srlf-insmed reg approved by the Entity.At the reduce err ditstbne rich detbcabmor��abearchil mad option of the employees old vthemintershall Connarmr shall procure a bard eSmd retention;r u rdtamect,the Entity,its officer; dr2ita;anon and f volona s a this guaranteeing payment of lours and surd mvmtigacsmr,denim admvdsrabon aM defauo ezpensa. Othrr]morns Pmddnve The nava'ably and samnebsle Natality police re to cmtaiy or be codavd to emtmm,the following provisions: I. The Emery.is oRmr,official,employees,germ end yob:wwee r,in to be covered u Wends u resperrn liability rising auto! aetivitialafotmed by area behalf oftheConn nrpmd>tp rdcomplmdtions ofthe Comreetm,prernLa owrd,occupied cm wed byt ere dutreun:m anmmohila own-d,tensa,hind v =o bwed by the CommonThamvenge shall contain=:Kcal cape of protection Warded to the Entity,is offices,official;m eplrjeq yap m volunteer; 2. Far any Foca;oms ran= tivhthis po ct erthe Contractor's insurance cov'mgeshall be pinny Win=u respect,the Entity. Any imutauc a self-insmasa maintained by the tity,it,ofSer;official, ' vin agntr or volume=shall be cants of the Cma>rot'a ivaaumo and shall not contribute with it. 3. My faihw b cmnply with reporting or tithe provitions of the policies' provided m the Entity,G offices;of officals,employee;• ployee;agents or voltml,,."s•a of wamniea:ha not affulrmvenga 4. Thpe Coresb die in ave neeMe s avappi eeprsmfy m es=insured against whom clam is made or mit is brought.exceptwith s lability. S. lby a Maracapoic pany.none=incoy required verage win by this Erniau m shall be winner m nate that coverageshall not be impended,voided,ercelld ha be given b the Entity. colo anvtkrry(30)dayi priorw'+ioanoticcby rvd6rdma].mtanr¢vptreyueted Arsentsbliht of Theurer: lierurroce G m be pled with vows with a anent Ala.Boa's rung of no len than AND. Vrrltion at("wenn - a cation Cvntraam shaD furnish the Entity with original endonmmm effecting coverage remind by this clement etdonem=ta rem be signed by a personauthmvmd bythethumr to hmdcovvage on is behalffle avian matver minor re b be retied and Approved by the Fntiy before wort cacumen:.As en asvnative b spas ten bye Cont toesAll insurer may provide ie coma eao5 d copies of all regaled insurance policies, including a amen egx>mggtthe coverage, aired by Iliac 521222n n t izta Conn oto,shall Include all rubcmmaams as insureds miler G policies or than furnish Lepanto caramel and endorsements for each mbconnetor.All=vales for relamireants shill be abject to all of the req iranats sated baeyt,