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HomeMy WebLinkAboutLUA86-112 49 CON''I'RACI' NO. CAG AWARI)EI) 'I'O: 0'<C • ♦ .Jl BID PROPOSALMICROFIL NED AND SPECIFICATION WATERi{P.ROJ ECTNO. 851 WATER FLUORIDATION SYSTEM t J �Z CITY OF RENTON Engineering MUNICIPAL BLDG. 1410 MARKET ST. 200 MILL AVE. S. KIRKLAND,WA 98033 RENTON,WA 98055 CONTACT: RON OLSEN CONTACT: RICK HARBERT 235-2631 827_C400 453-0241 \ / CITY OF RENTON FLUORIDATION SYSTEM INDEX *PREQUALIFICATION OF BIDDERS SUMMARY OF FAIR PRACTICES/AFFIRMATIVE ACTION PROGRAM, CITY OF RENTON SCOPE OF WORK VICINITY MAP INSTRUCTIONS TO BIDDER CALL FOR BIDS *CERTIFICATION BY PROPOSED CONTRACTOR/SUBCONTRACTOR/SUPPLIER/REF. EEO *CERTIFICATION OF EEO REPORT *MINORITY AND WOMENS BUSINESS ENTERPRISE PARTICIPATION *CERTIFICATION OF BIDDER'S AFFIRMATIVE ACTION PLAN *COMBINED AFFIDAVIT AND CERTIFICATION FORM: NON-COLLUSION ANTITRUST CLAIMS MINIMUM WAGE FORM *BID BOND FORM *PROPOSAL *SCHEDULE OF PRICES BOND TO THE CITY OF RENTON CONTRACT AGREEMENT EEO COMPLIANCE REPORT SAMPLE FORM AND INSTRUCTIONS HOURLY MINIMUM WAGE RATES ENVIRONMENTAL REGULATION LISTING SUPPLEMENTAL PROVISIONS SPECIAL PROVISIONS TECHNICAL PROVISIONS STANDARD PLANS DOCUMENTS MARKED * ABOVE MUST BE EXECUTED BY THE CONTRACTOR, PRESIDENT AND VICE-PRESIDENT OR SECRETARY, IF CORPORATION BY-LAWS PERMIT. ALL PAGES MUST BE SIGNED. IN THE EVENT ANOTHER PERSON HAS BEEN DULY AUTHORIZED TO EXECUTE CONTRACTS, A COPY OF THE CORPORATION MINUTES ESTABLISHING THIS AUTHORITY MUST BE ATTACHED TO THE BID DOCUMENT. CITY OF RENTON • PUBLIC WORKS DEPT. I • RENTON, WASHINGTON 98055 EXHIBIT "A" CITY OF RENTON SUMMARY OF FAIR PRACTICES POLICY ADOPTED BY RESOLUTION NO. 2340 The policy of the City of Renton is to promote and afford equal treatment and service to all citizens and to assure equal employ- ment opportunity to all persons regardless of race; creed; color; ethnicity; national origin; sex; the presence of a non-job-related physical, sensory, or mental handicap; age; or marital status. This policy shaZZ be based on the principles of equal employment opportunity and affirmative action guidelines as set forth in federal, state and local laws. All departments of the City of Renton shall adhere to the following guidelines: (1) EMPLOYMENT PRACTICES - All activities relating to empZoy- ment such as recruitment, selection, promotion, termination and training shall be conducted in a non-discriminatory manner. Personnel decisions will be based on individual performance, staffing requirements, and in accordance with governing Civil Service Laws and the agreement between the City of Renton and the Washington State Council of County and City Employees. (2) COOPERATION WITH HUMAN RIGHTS ORGANIZATIONS - The City of Renton wiZZ cooperate fully with all organizations and commissions organized to promote fair practices and equal i_- opportunity in employment. (3) AFFIRMATIVE ACTION PROGRAM - The City of Renton Affirmative Action Program will be maintained to facilitate equitable representation within the City workforce and to assure equal employment opportunity to aZZ. It shall be the responsibility and duty of all City officials and employees to carry out the policies, guidelines and corrective measures as set forth by this program. Corrective employment programs may be established by the Mayor on the recommendation of an Affirmative Action Committee for those departments in which a protected class of employees is under-represented. (4) CONTRACTORS' OBLIGATION - Contractors, subcontractors and suppliers conducting business with the City of Renton shaZZ affirm and subscribe to the Fair Practices and Non- ; Discrimination policies set forth by law and in the Affirmative Action Program. Copies of this policy shaZZ be distributed to all City employees, shall appear in all operational documentation of the City, including bid calls, and shaZZ be prominently displayed in appropriate City facilities. CONCURRED IN by the City Council of the City of Renton, Washington, this 2nd day of June 1980. CITY OF RENTON: RENTON CITY COUNCIL: W.h W,W .1• J4u pcl L /..44-mmr./ Mayor Council President Attest: Issued: July 10, 1972 Revised: February 9, 1976 /166,thdi Q• 72Z,.. Revised: June 2, 1980 City Clerk CITY OF RENTON WATER PROJECT NO. 851 SCOPE OF WORK The work involved under the terms of this Contract shall consist of providing Water Fluoridation System equipment and realted facilities. The major components to be furnished under this contract include: 1. Construction of a new building for storage of fluoride chemicals and housing the fluoridation equipment for Well Nos. 8 and 9 and construction of building additions for housing the fluoridation equipment at Springbrook Springs. The work includes all necessary sitework, grading, stormwater system, sanitary sewer (Well Nos. 8 and 9 only) , footings, foundation, floor slab, piping, valves, fittings , electrical work , surfacing , and all elements of the building structure as detailed on the plans and as described in it these specifications. 2. Detailed system layout for this particular fluoridation equipment in accordance with these project plans and specifications. 3. Furnishing and installing fluoridation equipment for Well Nos. 8 and 9 , Well Nos. 1 and 2 , and Springbrook Springs ; arranging delivery, providing temporary storage; and providing testing, startup and documentation. An additional chemical feed pump with motor and bag feeder will also be provided for future installation at Well No. 3. it 4. Installing electrical equipment at all sites and furnishing power service at the new fluoridation building for a complete system test and operation. 5. Furnishing and installing all incidental items required for a complete system test, connection and operation. 6. Operator training for a prescribed period and development of maintenance manuals. 7. Repairing or replacing , at the discretion of the owner, all roadways, driveways, utilities, and property damaged during the course of construction. Removing and disposing of all debris and cleaning up all sites at the completion of the project. 8. Providing all equipment spare parts as listed in the plans and in these specifications. Scope/Wk -1 II I' f Cm The Contractor shall furnish all labor, equipment, and materials necessary for a complete installation including sitework, grading, resurfacing, '—' drainage system footings, foundation, floor slabs, pumps, motors, piping, fittings, valves, and all electrical and control work including pump power supply and control , lighting, heating, ventilating, and all elements of the building structure. The work shall be as shown or as can be reasonably implied from these specifications and associated construction drawings. Any contractor connected with this project shall comply with all federal , state, county, and city codes or regulations applicable to such work and shall perform the work in accordance with the plans and specifications of j this Contract Document. All work within the City's well field and at Springbrook Springs shall ! ! comply with the requirments of the City' s Groundwater Protection Program as specified in these specifications. FACILITIES LOCATION AND DESCRIPTION -I Fluoridation Building The site of the new fluoridation building is located on the eastside of I-405 in Cedar River Park and adjacent to Well No. 8. I Swimming Pool - Filter Pump Gallery The City' s swimming pool is located on the west side of I-405 and adjacent to the Cedar River in Liberty Park. The filter pump gallery is located underground on the south side of the pool . Access to the gallery is by a stairwell located outside of the pool area on the southwest side of the pool . Springbrook Springs Chlorination Building The Springbrook Springs Chlorination Building is located approximately four miles south of the City in the Springbrook Springs water shed. Access to the site is through a locked gate off Talbot Road South in the vicinity of SE 194th Street. 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T/.._ MT®i',wed!.`, Ll� ^ <F••, ,J '9fs / . x F •; fl111 .,.TAT. • ' V �`.. :I. NO•..a INSTRUCTIONS TO BIDDERS 1 . Sealed bids for this proposal will be received by the City of Renton at the office of the Renton City Clerk, Renton City Hall , until 2:30 o' clock p.m. , on the date specified in the Call for Bids. At this time the bids will be publicly opened and read, after which the bids will be considered and the award made as early as practicable. No proposal may be changed or withdrawn after the time set for receiving bids. Proposals shall be submitted on the forms attached hereto. 2. The work to be done is shown on the plans. Quantities are understood to be only approximate. Final payment will be based on field measurement of actual quantities and at the unit price bid. The City reserves the right to add or to eliminate portions of that work as deemed necessary. 3. Plans may be examined and copies obtained at the Public Works Department Office. Bidders shall satisfy themselves as to the local conditions by inspection of the site. 4. The bid price for any item must include the performance of all work necessary for completion of that item as described in the specifications . 5. The bid price shall be stated in terms of the units indicated and as to a total amount. In the event of errors, the unit price bid will govern. Illegible figures will invalidate the bid. i + I 6. The right is reserved to reject any and/or all bids and to waive inform- alities if it is deemed advantageous to the City to do so. 7. A certified check or satisfactory bid bond made payable without reservation to the Director of Finance of the City of Renton in an amount not less than 5% of the total amount( of the bid shall accompany each bid proposal . Checks will be returned to unsuccessful bidders immediately following the decision as to award of contract. The check of the successful bidder will be returned provided he enters into a contract and furnishes a satisfactory performance bond covering the full amount of the work within ten days after receipt of notice of intention to award contract. Should he fail , or refuse to do so, the check shall be forfeited to the City of Renton as liquidated damage for such failure. 8. All bids must be self-explanatory. No opportunity will be offered for oral explanation except as the City may request further information on particular points. 9. The bidder shall , upon request, furnish information to the City as to his financial and practical ability to satisfactorily perform the work. 10. Payment for this work will be made in Cash Warrants. Rev. 7/15/81 • CITY OF RENTON CALL FOR BIDS -- i Water Fluoridation System Sealed bids will be received until 2:30 p.m, OCTOBER 9, 1986, at the City Clerk' s office and will opened and publicly read in the 4th floor Conference Room, Renton Municipal Building, 200 Mill Avenue South. Note: Pre-qualification of Bidders Is Required. To be considered for bid award, all prospective bidders shall submit a pre-qualification submittal package to the City Clerk' s office no later than 2:30 PM October 1 , 1986. The pre-qualification submittals will be reviewed by the Engineer and the City' s staff for conformance with the criteria, and the experience and general capability of the proposed bidder to complete the work proposed. All submitting parties will be notified by mail whether they have been approved to submit a bid on this project. The work to be performed within 90 working days from the date of commencement under this contract shall include but not be limited to: o Construction of an architectural brick fluoridation equipment and storage building with public restroom facilities, adjacent to Well No. 8; o Construction of concrete block fluoridation and chlorination ' equipment room, building roof, and meter pit additions at the existing Springbrook Springs Chlorination Buidling; j o Providing and installing fluoridation equipment for Well Nos. 1 and 2 (equipment to be stored in the Liberty Park Swimming Pool Filter Pump Gallery, Wells 8 and 9, and Springbrook Springs. The City reserves the right to reject any and/or all bids and to waive any and/or all informalities. Approved plans and specifications and contract documents may be obtained at the Public Works Department office at the Renton Muncipal Building for a fee of $25.00 each set plus $2.50 to cover postage, if mailed. 1 • • A certified check or bid bond in the amount of five (5) percent of the total amount of each bid must accompany each bid. - I The City' s Fair Practices and Non-Discrimination 'Policies shall apply. 1 I Maxine E. Motor, City Clerk Published: RECORD CHRONICLE: September 19 and 2 ', 1986 JOURNAL OF COMMERCE: September 19 and 26, 1986 ; u I • • • Li 1 CERTIFICATION BY PROPOSED CONTRACTOR, SUBCONTRACTOR AND SUPPLIER REGARDING EQUAL EMPLOYMENT OPPORTUNITY Name of Prime Contractor Project Name INSTRUCTIONS• This certification is required pursuant to Federal Executive Order 11246. The implementing rules and regulations provide that any bidder or prospective contractor, or any of their proposed subcontractors and suppliers, shall state as an initial part of the bid or negotiations of the contract whether it has participated in any previous contract or subcontract subject to the equal opportunity clause; and, if so, whether it has filed all compliance reports due under applicable instructions. The City has heretofore adopted Resolution 2340 under date of June 2, 1980, amending a "Fair Practices Policy," as implemented by an "Affirmative Action Program" therein amending the policy of the City of Renton to promote and afford equal treatment and service to all citizens and to assure equal employment opportunity based on ability and fitness to all persons regardless of race; creed; color; ethnicity, national origin; sex; the presence of a non-job-related physical, sensory or mental handicap; age or marital status. This policy shall likewise apply to all contractors, subcontractors and suppliers conducting business with the City of Renton who in turn shall affirm and subscribe to said practices and policies. The aforementioned provisions shall not apply to contracts or subcontracts for standard commercial suppliers or raw materials or firms or organizations with less than eight employees or contracts of less than $10,000 business per annum with the City. When the Contractor/Subcontractor/Supplier (hereinafter referred to as the Contractor) is required by the City of Renton to submit an Affirmative Action Plan, the minimum acceptable precentage of minority employment will be that percentage which is currently listed in "Appendix I" (City of Renton Goals and Timetables) in the published City of Renton Affirmative Action Program, i.e. 9.1%. This Program is available for review at the Municipal Building. The undersigned contractor therefore covenants, stipulates and agrees that during the performance of this contract he will not discriminate against any person in hiring, promoting, discharging, compen- sating or any other term or condition of employment, by reason of such person's status, reference the (11) categories listed in para. 2 above. Contractor further agrees that he will take affirmative and continuous action to insure full compliance with such policy and program in all respects; it being strictly understood and agreed that failure to comply with any of the terms of said provisions shall be and constitute a material breach of this contract. Contractor shall, upon request and/or as soon as possible thereafter, furnish unto the City any and all information and reports required by the City to determine whether full compliance has been made by the contractor with said policy and program and contractor will permit access to his books, records and accounts by the City for the purpose of investigation to ascertain such compliance. Contractor further acknowledges that he has received a true and complete copy of the City's "Fair Practices Policy." Contract Identification Number CERTIFICATION BY: CONTRACTOR or SUBCONTRACTOR or SUPPLIER NAME: ADDRESS: REPRESENTATIVES: TITLE: PHONE: 1. Contractor/Subcontractor/Supplier has participated in a previous contract or subcontract subject to the Equal Opportunity Clause: Yes No 2. Compliance reports were required to be filed in connection with such contract or subcontract: Yes No 31. Contractor/Subcontractor/Supplier has filed all compliance reports due under applicable instructions: Yes No 4. If answer to item 3 is "No", please explain in detail on reverse side of this certification. 1 CERTIFICATION: The information above is true and complete to the best of my knowledge and belief. 1 1 Name and Title of Signer (please type or print) Signature Date Reviewed by City Authority: Date: Rev. ,1/31/83 CERTIFICATION OF EQUAL EMPLOYMENT OPPORTUNITY REPORT Certification with regard to the Performance of Previous Contracts or Sub- contracts subject to the Equal Opportunity Clause and the filing of Required Reports. The bidder , proposed subcontractor , hereby certifies that he has , has not , participated in a previous contract or subcontract subject to the equal opportunity clause, as required by Executive Orders 10925, 11114 or 11246, and that he has , has not , filed with the Joint Reporting Committee the Director of the Office of Federal Contract Compliance, a Federal Government contracting or administering agency, or the former President's Committee on Equal Employment Opportunity, all reports due under the applicable filing requirements. (Company) By: (Title) Date: - Note: The above certification is required by the Equal Employment Opportunity Regulations of the Secretary of Labor (41 CFR 60-1.7 (b) (1) , and must be submitted by bidders and proposed subcontractors only in connection with contracts and subcontracts which are subject to the equal opportunity clause. Contracts and subcontracts which are exempt from the equal opportunity clause are set forth in 41 CFR 60-1.5. (Generally only contracts or subcontracts of $10,000 or under are exempt.) Currently, Standard Form 100 (EEO-1) is the only report required by the Executive Orders or their implementing regulations. Proposed prime contractors and subcontractors who have participated in a previous contract or subcontract subject to the Executive Orders and have not filed the required reports should note that 41 CFR 60-1.7 (b) (i) prevents the award of contracts and subcontracts unless such contractor submits a report covering the deliquent period or such other period specified by the Federal Highways Administration or by the Director, Office of Federal Contract Compliance, U.S. Department of Labor. Rev. 4/83 PUBLIC WORK OR IMPROVEMENT PARTICIPATION CERTIFICATION: REF. RCW 35.22.650 CONTRACTS EXCEEDING $10,000 (OR $15,000 FOR WATERMAIN CONSTRUCTION) MINORITY BUSINESS ENTERPRISES (MBE) and WOMENS' MINORITY BUSINESS ENTERPRISES (WMBE) (BUSINESSES OWNED AND OPERATED BY WOMEN) Contractor agrees that he shall actively solicit the employment of minority group members. Contractor further agrees that he shall actively solicit bids for the subcontracting of goods or services from qualified minority businesses. Contractor shall furnish evidence of his compliance with these requirements of minority employment and solicitation. Contractor further agrees to consider the grant of subcontractors to said minority bidders on the basis of substantially equal proposals in the light most favorable to said minority businesses. The contractor shall be required to submit evidence of compliance. with this section as part of the bid. As used in this section, the term "minority business" means a business at least fifty-one percent of which is owned by minority group members. Minority group members include, but are not limited to blacks, women, native Americans, Orientals, Eskimos, Aleuts and Spanish Americans. The City will consider sworn affidavits presented by subcontractors in advance of contract award as one means of establishing minority status in accordance with criteria cited above. To be eligible for award of this contract, the bidder must execute and submit, as a part of the bid, the following certification which will be deemed a part of the resulting contract. A bidder's failure to submit this certification or submission of a false certification shall render his bid nonresponsive. MINORITY BUSINESS ENTERPRISE CERTIFICATION Certifies that: Name of Bidder (a) it (does) (does not) intend to sublet a portion of the contract work and (has) (has not) taken affirmative action to seek out and consider minority business enterprises as potential subcontractors. (b) the contacts made with potential minority business enterprise subcontractors and the results thereof are listed below. Indicate whether MBE or WMBE and identify minority group. (If necessary, use additional sheet.) MBE Min. Gr. WMBE I 1. ❑ 0 (Name of Firm, Bid Item, Results of Contacts) 2. 0 ❑ 3. 0 0 4. 0 0 5. ❑ ❑ Mr./Ms. has been designated as the liaison officer for the administration of the minority business enterprise program for this firm. CERTIFICATION OF BIDDERS AFFIRMATIVE ACTION PLAN Bidder is to indicate by check-mark which of the following statements pertains to this bid package, and is to sign the certification for that specific statement: a) It is hereby certified that the bidder is exempt from the City's Affirmative Action Plan requirements because: "Average annual employment level is less than eight permanent employees, and the total contract amount with the City during the current year is less than $10,000." Company Date BY: Title OR b) It is hereby certified that an approved Affirmative Action Plan is on file with the City of Renton, and that said Plan specifies goals and timetables which are valid for the current calendar year. Company Date BY: Title OR c) It is hereby certified that an Affirmative Action Plan is supplied with this Bid Package. Said Plan will be subject to review and approval by the City as a prerequisite to the contract award, and it includes: 1) Present utilization of minorities and females by job classification, 2) Goals and Timetables of Minority and Female Utilization, and 3) Specific Affirmative Action Steps directed at increasing Minority and Female Utilization. Company Date BY: Title OR d) It is hereby certified that an Affirmative Action Plan will be supplied to the City of Renton within five (5) working days of receipt of notification of low-bidder status. Said Plan will be subject to review and approval by the City as a prerequisite to the contract award, and it will include: 1) Present utilization of Minorities and Females by Job Classification, 2) Goals and Timetables of Minority and Female Utilization, and, 3) Specific Affirmative Action steps directed at increasing Minority and Female Utilization. Company Date BY: Title Rev. 9/9/75 City of Renton Combined Affidavit It Certification Form: Non-Collusion.Anti-Trust, and Minimum Wage (Non-Federal Aid) NON-COLLUSION AFFIDAVIT Being duly sworn, deposes and says, that he is the identical person who submitted the foregoing proposal or bid, and that such bid is genuine and not sham or col- lusive or made in the interest or on behalf of any person not therein named, and further, that the deponent has not directly induced or solicited any other Bidder on the foregoing work or equipment to put in a sham bid, or any other person or corporation to refrain from bidding, and that deponent has not in any manner sought by collusion to secure to himself or to any other person any advantage over other Bidder or Bidders. AND CERTIFICATION RE: ASSIGNMENT OF ANTI-TRUST CLAIMS TO PURCHASER Vendor and purchaser recognize that in actual economic practice overcharges resulting from anti-trust violations are in fact usually borne by the purchaser. Therefore, vendor hereby assigns to purchaser any and all claims for such over- charges as to goods and materials purchased in connection with this order or contract, except as to overcharges resulting from anti-trust violations com- mencing after the date of the bid, quotation, or other event establishing the price under this order or contract. In addition, vendor warrants and represents that each of his suppliers and subcontractors shall assign any and all such claims to purchaser, subject to the aforementioned exception. AND MINIMUM WAGE AFFIDAVIT FORM I, the undersigned, having been duly sworn, deposed, say and certify that in connection with the performance of the work of this project, I will pay each classification of laborer, workman, or mechanic employed in the performance of such work; not less than the prevailing rate of wage or not less than the minimum rate of wages as specified in the principal contract; that I have read the above and foregoing statement and certificate, know the contents thereof and the substance as set forth therein is true to my knowledge and belief. FOR: NON COLLUSION AFFIDAVIT, ASSIGNMENT OF ANTI-TRUST CLAIMS TO PURCHASER AND MINIMUM WAGE AFFIDAVIT Name of Project Name of Bidder's Firm Signature of Authorized Representative of Bidder Subscribed and sworn to before me on this day of 19 Notary Public in and for the State of Washington Residing at BID BOND FORM Herewith find deposit in the form of a certified check, cashier's check, cash, or bid bond in the amount of $ which amount is not less than five percent of the total bid. Sign Here BID BOND Know All Men By These Presents: That we, , as Principal , and , as Surety, are held and firmly bound unto the City of Renton, as Obligee, in the penal sum of 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 condition of this obligation is such that if the Obligee shall make any award to the Principal for according to the terms of the proposal or bid made by the Principal therefor, 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 DAY OF , 19 Principal Surety , 19 Received return of deposit in the sum of $ PROPOSAL TO THE CITY OF RENTON RENTON, WASHINGTON Gentlemen: The undersigned hereby certif that has examined the site of the proposed work and ha read and thoroughly understand the plans, specifications and contract governing the work embraced in this improvement, and the method by which payment will be made for said work, and hereby propose to undertake and complete the work embraced in this improvement, or as much thereof as can be completed with the money available, in accordance with the said plans, specifications and contract and the following schedule of rates and prices: (Note: Unit prices for all items, all extensions, and total amount of bid should be shown. Show unit prices both in writing and in figures. ) Signature Address Names of Members of Partnership: OR Name of President of Corporation Name of Secretary of Corporation Corporation Organized under the laws of With Main Office in State of Washington at CITY OF RENTON SCHEDULE OF PRICES WATER FLUORIDATION SYSTEM SEPTEMBER 1986 SCHEDULE OF PRICES WATER FLUORIDATION SYSTEM W - 851 (NOTE: UNIT PRICES FOR ALL ITEMS, ALL EXTENSIONS AND TOTAL AMOUNT OF BID MUST BE SHOWN. SHOW UNIT PRICES IN BOTH WORDS AND FIGURES AND WHERE CONFLICTS OCCUR, THE WRITTEN OR TYPED WORDS SHALL PREVAIL.) APPROXIMATE ITEM QUANTITY DESCRIPTION UNIT PRICE TOTAL PRICE A. FLUORIDATION BUILDING 1. LUMP SUM MOBILIZATION-DEMOBILIZATION SITE PREPARATION AND CLEANUP $ $ $ PER LUMP SUM (WORDS) (FIGURES) 2. LUMP SUM SITE WORK $ $ $ PER LUMP SUM (WORDS) (FIGURES) 3. LUMP SUM 12-INCH DIAMETER STORM SEWER RELOCATION $ $ $ PER LUMP SUM (WORDS) (FIGURES) 4. LUMP SUM 8-INCH DIAMETER SANITARY SIDE SEWER $ $ $ PER LUMP SUM (WORDS) (FIGURES) 5. LUMP SUM FLUORIDATION BUILDING $ $ $ PER LUMP SUM (WORDS) (FIGURES) 6. LUMP SUM FURNISH & INSTALL FLUORIDATION EQUIPMENT $ $ $ PER LUMP SUM (WORDS) (FIGURES) 7. LUMP SUM FURNISH & INSTALL FLUORINE BAG FEEDER & DUST COLLECTOR $ $ $ PER LUMP SUM (WORDS) (FIGURES) 8. LUMP SUM FURNISH & INSTALL ELECTRICAL EQUIPMENT $ $ $ PER LUMP SUM (WORDS) (FIGURES) B. SPRINGBROOK SPRINGS 9. LUMP SUM MOBILIZATION - DEMOBILIZATION SITE PREPARATION & CLEANUP $ $ $ PER LUMP SUM (WORDS) (FIGURES) 10. LUMP SUM SITE WORK $ $ $ PER LUMP SUM (WORDS) (FIGURES) 11. LUMP SUM SPRINGBROOK SPRINGS BUILDING ADDITIONS $ $ $ PER LUMP SUM (WORDS) (FIGURES) 12. LUMP SUM FURNISH & INSTALL FLUORIDATION EQUIPMENT $ $ $ PER LUMP SUM (WORDS) (FIGURES) 13. LUMP SUM FURNISH & INSTALL BAG FEEDER & DUST COLLECTOR $ $ $ PER LUMP SUM (WORDS) (FIGURES) 14. LUMP SUM FURNISH & INSTALL ELECTRICAL EQUIPMENT $ $ $ PER LUMP SUM ( WORDS) (FIGURES) 1 C. WELL NOS. 1 & 2 (LOCATED IN SWIMMING POOL FILTER GALLERY) 15. LUMP SUM MOBILIZATION - DEMOBILIZATION SITE PREPARATION & CLEANUP $ $ $ PER LUMP SUM (WORDS) (FIGURES) 16. LUMP SUM FURNISH & INSTALL FLUORIDATION EQUIPMENT $ $ $ PER LUMP SUM (WORDS) (FIGURES) 17. LUMP SUM FURNISH & INSTALL ELECTRICAL EQUIPMENT $ $ $ PER LUMP SUM (WORDS) ( FIGURES) 18. LUMP SUM FURNISH FUTURE WELL NO. 3 FLUORIDATION EQUIPMENT $ $ $ PER LUMP SUM ( WORDS) (FIGURES) SUBTOTAL $ (WORDS) (FIGURES) SALES TAX (8.1%) $ (FIGURES) TOTAL $ (WORDS) • BOND TO THE CITY OF RENTON 1 KNOW ALL MEN BY THESE PRESENTS: That we, the undersigned as principal , and corporation organized Ir I and existing under the laws of the State of as a surety corporation, and qualified under the laws of the State of Washington to become surety upon bonds of contractors with municipal corporations, as surety are jointly and 1 severally held and firmly bound to the City of Renton in the penal sum of $ for the payment of which sum on demand we bind our- selves and our successors, heirs, administrators or personal representatives, as the case may be. This obligation is entered into in pursuance of the statutes of the State of Washing- ' ton, the Ordinance of the City of Renton. 1 Dated at , Washington, this day of , 19 Nevertheless, the conditions of the above obligation are such that: WHEREAS, under and pursuant to Ordinance (or Resolution) No. 2295 providing for (which contract is referred to herein and is made a part hereof as though attached hereto) , and j WHEREAS, the said principal has accepted, or is about to accept, the said contract, and undertake to perform the work therein provided for in the manner and within the time set forth; ' NOW, THEREFORE, if the said shall faithfully perform all of the provisions of said contract in the manner and within the time therein set forth, or within such extensions of time as may be granted under 1 said contract, and shall pay all laborers, mechanics, subcontractors and materialmen, ' and all persons who shall supply said principal or subcontractors with provisions and supplies for the carrying on of said work, and shall hold said City of Renton harmless from any loss or damage occasioned to any person or property by reason of any care- lessness or negligence on the part of said principal , or any subcontractor in the per- formance of said work, and shall indemnify and hold the City of Renton harmless from I any damage or expense by reason of failure of performance as specified in said con- tract or from defects appearing or developing in the material or workmanship provided ' or performed under said contract within a period of one year after its acceptance thereof by the City of Renton, then and in that event this obligation shall be void; but other- ; 1 wise it shall be and remain in full force and effect. I Revised: 8/16/83 1 of 7 CONTRACTS OTHER THAN FEDERAL-AID FHWA THIS AGREEMENT, made and entered into this day of , 19 , by and between THE CITY OF RENTON, Washington, a municipal corporation of the State of Washington, hereinafter referred to as "CITY" and , hereinafter referred to as "CONTRACTOR. " WITNESSETH: 1 ) The Contractor shall within the time stipulated, (to-wit: within 90 working days from date of commencement hereof as required by the Contract, of which this agreement is a component part) perform all the work and services required to be performed, and provide and furnish all of the labor, materials, appliances, machines, tools, equipment, utility and transportation services necessary to perform the Contract, and shall complete the construction and installation work in a workmanlike manner, 1 in connection with the City's Project (identified as No. W-851 for improvement by construction and installation of: FlUORTDATTON SYSTFM All the foregoing shall be timely performed, furnished, constructed, installed and completed in strict conformity with the plans and spec- ifications, including any and all addenda issued by the City and all other documents hereinafter enumerated, and in full compliance with all applicable codes, ordinances and regulations of the City of Renton and any other governmental authority having jurisdiction thereover. It is further agreed and stipulated that allsof said labor, materials, appliances, machines, tools, equipment and services shall be furnished hI 2 of 7 L_' Contracts Other Than Federal-Aid FHWA and the construction installation performed and completed to the satisfaction and the approval of the City's Public Works Director as being in such conformity with the plans, specifications and all require- ments of or arising under the Contract. 2) The aforesaid Contract, entered into by the acceptance of the Contractor' s bid and signing of this agreement, consists of the following documents, c- all of which are component parts of said Contract and as fully a part thereof as if herein set out in full , and if not attached, as if • hereto attached. a) This Agreement b) Instruction to Bidders c) Bid Proposal d) Specifications • 1-1 e) Maps & Plans ? f) B i d g) Advertisement for Bids h) Special Provisions, if any i ) Technical Specifications, if any 3. If the Contractor refuses or fails to prosecute the work or any part thereof, with such diligence as will insure its completion within the time specified in this Contract, or any extension in writing thereof, or fails to complete said work with such time, or if the Contractor shall be adjudged a bankrupt, or if he should make a general assignment for the benefit of his creditors, or if a receiver shall be appointed on account of the Contractor's insolvency, or if he or any of his • Rev. 4/83 Contracts Other Than Federal-Aid FHWA 3 of 7 subcontractors should violate any of the provisions of this Contract, the City may then serve written notice upon him and his surety of its r , intention to terminate the Contract, and unless within ten (10) days after the serving of such notice, such violation or non-compliance of ri any provision of the Contract shall cease and satisfactory arrangement for the correction thereof be made, this Contract, shall , upon the expiration of said ten (10) day period, cease and terminate in every respect. In the event of any such termination, the City shall immediately serve written notice thereof upon the surety and the Contractor and the surety shall have the right to take over and perform the Contract, provided, however, that if the surety within fifteen (15) days after the serving upon it of such notice of termination does not perform the Contract or does not commence performance thereof within thirty (30) days from the date of serving such notice, the City itself may take over the work under the Contract and prosecute the same to completion by Contract or by any other method it may deem advisable, for .the account and at the expense of the Contractor, and his surety shall be liable to the City for any excess cost or other damages occasioned the City thereby. In such event, the City, if it so elects, may, without liability for so doing, take possession of and utilize in completing said Contract such materials, machinery, appliances , equipment, plants and other properties belonging to the Contractor as may be on site of the project and useful therein. 4) The foregoing provisions are in addition to and not in limitation of any other rights or remedies available to the City. Contracts Other Than Federal-Aid FHWA 4 of 7 5) Contractor agrees and covenants to hold and save the City, its officers, agents, representatives and employees harmless and to promptly indemnify same from and against any and all claims, actions, damages, liability of every type and nature including all costs and legal expenses incurred by reason of any work arising under or in connection with the Contract 1 ; to be performed hereunder, including loss of life, personal injury and/or damage to property arising from or out of any occurrence, omission or activity upon, on or about the premises worked upon or in any way relating to this Contract. This hold harmless and indemnification provision shall likewise apply for or on account of any patented or un- patented invention, process, article or appliance manufactured for use in the performance of the Contract, including its use by the City, unless R ! otherwise specifically provided for in this Contract. In the event the City shall , without fault on its part, be made a party to any litigation commenced by or against Contractor, then Contractor shall proceed and hold the City harmless and he shall pay all costs, expenses and reasonable attorney's fees incurred or paid by the City in connection with such litigation. Furthermore, Contractor agrees to pay all costs, expenses and reasonable attorney's fees that may be incurred or paid by City in the enforcement of any of the covenants, provisions and agreements hereunder. 6) Any notice from one party to the other party under the Contract shall be in writing and shall be dated and signed by the party giving such notice or by its duly authorized representative of such party. Any such 5of 7 Contracts Other Than Federal-Aid FHWA notice as heretofore specified shall be given by personal delivery thereof or by depositing same in the United States mail , postage prepaid, certified or registered mail . 7) The Contractor shall commence performance of the Contract no later than 10 calendar days after Contract final execution, and shall complete the full performance of the Contract not later than 90 working days from the date of commencement. For each and every working day of delay after the established day of completion, it is hereby stipulated and agreed that the damages to the City occasioned by said delay will be the sum of TWO HUNDRED TEN DOLLARS as liquidated damages (and not as a penalty) for each such day, which shall be paid by the Contractor to the City. 8) Neither the final certificate of payment nor any provision in the Contract nor partial or entire use of any installation provided for by this Contract shall relieve the Contractor of liability in respect to any warranties or responsibility for faulty materials or workmanship. The Contractor shall be under the duty to remedy any defects in the work and pay for any damage to other work resulting therefrom which shall appear within the period of one (1 ) year from the date of final acceptance of the work, unless a longer period is specified. The City will give notice of observed defects as heretofore specified with reasonable promptness after discovery thereof, and Contractor shall be 6of7 Contracts Other Than Federal-Aid FHWA } 'F, obligated to take immediate steps to correct and remedy any such defect, fault or breach at the sole cost and expense of Contractor. j I 9) The Contractor and each subcontractor, if any, shall submit to the City such schedules of quantities and costs, progress schedules, pay- rolls, reports, estimates, records and miscellaneous data pertaining to the Contract as may be requested by the City from time to time. 10) The Contractor shall furnish a surety bond or bonds as security for the faithful performance of the Contract, including the payment of all persons and firms performing labor on the construction project under this Contract or furnishing materials in connection with this Contract; said bond to be in the full amount of the Contract price as specified . ( H in Paragraph 11 . The surety or sureties on such bond or bonds must be duly licensed as a surety in the State of Washington. 11 ) The total amount of this Contract is the sum of , which includes Washington State Sales Tax. Payments will be made to Contractor as specified in the "Special Provisions" of this Contract. Rev. 4/83 Contracts Other Than Federal-Aid FHWA 7 of 7 IN WITNESS WHEREOF, the City has caused these presents to be signed by its 1 ' Mayor and attested by its City Clerk and the Contractor has hereunto set his hand and seal the day and year first above-written. CONTRACTOR CITY OF RENTON President/Partner/Owner Mayor ATTEST: Secretary City Clerk d/b/a Firm Name P Individual Partnership Corporation A Corporation State of Incorporation yy � Attention: If business is a CORPORATION, name of the corporation should be listed in full and both President and Secretary must sign the contract, OR if one signature is permitted by corporation by-laws, a copy of the by-laws shall d be furnished to the city and made a part of the contract document. If business is a PARTNERSHIP, full name of each partner should be listed followed by d/b/a (doing business as) and firm or trade name; any one partner may sign the contract. If business is an INDIVIDUAL PROPRIETORSHIP, the name of the owner should appear followed by d/b/a and name of the company. I CONTRACTOR/SUBCONTRACTOR ��Y �j REPORTING PERIOD ll P MONTHLY MANPOWER UTILIZATION REPORT :0 © : Month: Year: Imo be submitted to the City's Project Goals and Timetables as committed ngineer during the 1st week of following , �� in Contractor's Affirmative onth while contract is in progress. Prime �IN L Action Plan % 'Contractor is responsible for obtaining and or per City's Plan 9.1 % ubmittinq all Subcontractor Reports. — _ o: (Name and location of Compliance Agency Dept.) From: (Name and location of contractor) I This report is required by Executive Order 11246, Section 203. Failure to report can esult in sanctions which include suspension, termination, cancellations or debarment of ontract. :_ 1 .; 2. 3. 4. % 5. 6. mino- Total Total Mork Hours of Employment (See footnote) rity number number of of Clasei- Tat. b. • C. • d. • e. • t W/h of minority Emp]oy- His- Amer. Asian/ Total total Employ- see Company's Name (I.D. ) Trade ficn- Total Black Indian Pacific �e_ tiona panic Is)nnd ale w/h ees C _ • Ap _ C F Ap Cr Ap - , Tr 411111 Ap _ Tr AP lik ')0I A ----CD Tr , , C Ao _ - Tr k C Tp a _ - r Tr C Ap - 7. Company Official's Signature and Titfe 8. Date Signed 9. Telephone Number (Include Area Code) v. 11/77 (*Males & Females, **Minorities & Non-minorities) page of -7/80 (Submittal Requirements & City's Goals/Timetables) INSTRUCTIONS FOR FILING EMPLOYMENT UTILIZATION REPORT (CITY OF RENTON) The Employment Utilization Report is to be completed by each subject contractor (both prime and subcontractors) and signed by a responsible official of the i company. The reports are to be filed on the day required, each month, during the term of the contract, and they shall include the total work-hours worked on the project for each employee level in each designated trade for the entire reporting period. The prime contractor shall submit a report for its work force and shall ± collect and submit reports for each subcontractor's work force to the Compliance Agency that is funding their construction project. I Reporting Period Self-explanatory Compliance Agency City of Renton (administering department) Contractor Any contractor who has a qualifying y' g construction contract with the City of Renton. 1. Company's Name Any contractor or subcontractor who has a qualifying contract. 2. Trade Only those crafts covered under applicable EEO bid conditions. 3. Work-hours of Employment The total number of hours worked by all employees in each classification; the total number of hours worked by each *minority group in each classification and the total work-hours for all women. Classification The level of accomplishment or status of the worker in the trade. (C = Craftworker - Qualified, Ap = Apprentice, Tr = Trainee) . ) 'I 4. Percent of minority work- hours of total work-hours . . . . The percentage of total minority work-hours worked of all work-hours worked. (The sum of columns b, c, d and e divided by column a.) 5. Total Number of Minority Employees / Number of minority employees working in contractor's aggregate work force during reporting period. 6. Total Number of Employees . . . • Number of all employees working in contractor's aggregate work force during reporting period. * Minority is defined as including Blacks, Hispanics, American Indians and Asian H and Pacific Islanders - both men and women. HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES AUGUST 12 . 1S86 OCCUPATION: BRICKLAYERS AND MARBLE MASONS _OCATION: CLALLAM. ISLAND, JEFFERSCN , KING, KITSAP AND SNOHOMISH CCUNTIES. FRINGE BENEFITS APPRENTICESHIP . 16 3)/HR. HEALTH AND WELFARE 1. 47 $/HR. PENSICN 1 . 55 $/HR . WAGE RATES OCCUPATION OCCUPATION STATE CODE DESCRIPTION RATE GROUP 1 050-0010 BLOCKLAYER 18.45 050-0020 BRICKLAYER 18.45 050-0110 CAULKER 18.45 050-0100 CLEANER 18.45 - 050-0130 MARBLE MASON, STONEMASON 18.45 050-0030 TUCKPOINTER 18.45 GROUP 2 050-0040 FOREMAN 19.45 OTHER 050-9010 STATE : OVERTIME-ALL HOURS WORKED IN EXCESS OF 3 HOURS PER DAY OR 40 HOURS PER ;MEEK , MONDAY ' ! THROUGH FRIDAY , AND ALL HOURS WORKED ON SATUR DAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE REGULAR RATE OF PAY. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE REGULAR RATE OF PAY. 050-SC15 HOLIDAYS : NEW YEARS DAY, MEMORIAL DAY, FCURTH OF JULY, LABOR DAY, THANKSGIVING DAY , THE FRIDAY AFTER THANKSGIVING GAY AND CHRISTMAS DAY ( 7 ) . CITY OF RENTON WATER DEPARTMENT FLUORIDATION PROJECT PAGE 1 iWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES AUGUST 12 , 1986 --OCCUPATION: CARPENTERS ' -DCATION : KING CCUNTY FRINGE BENEFITS APPRENTICESHIP . 06 S /HR. HEALTH AND WELFARE 1. 50 $/HR. PENSION 1. 43 $ /HR . WAGE RATES OCCUPATION OCCUPATION STATE CODE DESCRIPTION RATE 070-0010 ACCOUSTICAL FOREMAN 18.43 070-0020 ACCOUSTICAL WORKER 17.48 070-0030 BCOM MAN -- 070-0040 BRIDGE. DOCK AND WHARF BUILDER 17.52 070-0060 CARPENTER 17,32 070-0103 CARPENTER - WORKING BURNED, CHARRED , 17.42 CREOSOTED OR TREATED MATERIAL 070-0070 CARPENTER FOREMAN 18.32 070-0140 DRYWALL APPLICATOR 17.32 070-0150 FLOOR FINISHER 17 .45 070-0160 FLOOR LAYER 17.45 070-0170 FLOOR SANDER 17.43 070-0250 PILEDRIVER 17.52 070-0260 PILEDRIVER FOREMAN 18. 57 070-0270 PILEDRIVERR FOREMAN - CN POWER RIGS WHILE 18.87 DRIVING AND/OR PULLING PILING 070-0300 SAW FILER 17.45 070-0310 SHINGLER - WOOD AND COMPOSITION 17.45 070-0330 STATIONARY POWER SAW OPERATOR 17.45 070-0343 STATIONARY POWER WOCDWORKING TCOL OPERATOR 17.45 ' OTHER 070-0010 STATE : OVERTIME : THE FIRST 2 HOURS IN EXCESS OF 8 HRS ./DAY AND ALL HOURS WORKED IN EX- CESS OF 40 HRS./WEEK. MONDAY THROUGH FRI- DAY, SHALL BE PAIL AT 1 1/2 TIMES THE REGU- LAR RATE OF PAY. ALL OTHER OVERTIME HOURS AND ALL HOURS WORKED ON SATURDAYS . SUNDAYS . AND HOLIDAYS SHALL BE PAID AT DOUBLE THE CITY OF RENTON WATER CEPARTMENT FLUORIDATION PROJECT PAGE 2 . I � IWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES AUGUST 12 , 1986 OCCUPATION: CARPENTERS OCATION : KING CCUNTY OTHER 070-9C11 REGULAR RATE OF PAY. CITY OF RENTUN WATER CEPARTMENT FLUORICATION PRCJECT PAGE 3 9WY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES AUGUST 12 , 1986 JCCUPATION: CEMENT MASONS .00ATION : KING COUNTY (THAT PORTION NORTH OF A STRAIGHT LINE ON 190TH STREET SW WHERE IT STARTS AT THE PUGET SOUND AND EXTENDS EAST TO THE COUNTY LINE ) . f FRINGE BENEFITS HEALTH AND WELFARE 1.60 S/HR . PENSICN 1.75 $/HR. TRAINING FUND . 10 $/HR. F. WAGE RATES OCCUPATION OCCUPATION STATE CODE DESCRIPTION RATE - GROUP 1 090-0260 APPLICATION OF SEALING COMPOUNC 17.86 090-0210 CCNCRETE PAVING 17. 3b 090-0240 CURB AND GUTTER 17.86 090-0230 CURING CONCRETE 17.86 090-0220 PATCHING CONCRETE 17.86 090-0250 SIDEWALKS 17.86 GROUP IA 090-0015 CEMENT MASON - BUILCING GENERAL 17.86 GROUP 2 090-0350 COMPOSITION MASTIC 18.11 090-0310 FINISH COLORED CONCRETE 18.11 090-0075 GRINDER , HAND POWERED 18. 11 090-0370 GUNITE NCZZLEMAN 18. 11 090-0290 PCWER TOOLS (GRINDERS AND ALL OTHERS ) 18 . 11 GROUP 24 090-0330 APPLICATION OF UNDERLAYMENT 18. 11 090-0280 CCNCRETE SAW ( SELF POWERED ) 18.11 090-0360 EPDXY 18. 11 090-0270 PLASTIC 1►8. 11 090-0300 SANDBLASTING ARCHITECTUAL FINISH 18. 11 090-0320 TUNNEL WORKERS 18.11 CITY OF RENTON WATER DEPARTMENT FLUORIDATION PROJECT PAGE 4 " IWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES AUGUST 12 , 1986 OCCUPATION: CEMENT MASCNS j LOCATION: KING CCUNTY (THAT PORTION NORTH OF A STRAIGHT LINE UN 190TH STREET SW WHERE IT STARTS AT THE PJGET SOUND AND EXTENDS EAST TO THE COUNTY LINE ) . WAGE RATES �. OCCUPAT.ION OCCUPATION STATE 1 CODE DESCRIPTION RATE GROUP 3 090-0340 TROWEL MACHINE ON CCLCRED SLABS, 19.36 CCMPOSITION OR KALMAN FLOORS OTHER • 090-9091 STATE :: OVERTIME : THE FIRST 2 HOURS IH EXCESS OF 8 HRS./DAY, MCNDAY THROUGH FRIDAY, ANC THE FIRST 10 HRS . CN SATURDAY SHALL BE PAID AT 1-1/2 TIMES THE REG- ULAR RATE. ALL OTHER OVERTIME HOURS , SUNDAYS, AND HOLIDAYS SHALL BE PAID AT 2 TIMES THE REGULAR RATE . H, r-- CITY OF RENTON WATER DEPARTMENT FLUURICATICN FRCJECT PAGE 5 r-- HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES AUGUST 12. 1986 '- bCCUPAT ION: CEMENT MASONS _OCATION : CLALLAM, GRAYS F ARBOR, JEFFERSON, KING ( THAT PORTION SCJTH OF AN EAST-WEST LINE UN 190TH ST. S. W. WHERE IT STARTS AT THE PUGET SOUND AND EXTENDS EAST TC THE CCUNTY LINE) , KITSAP, LEWIS, MASON, PACIFIC (THAT PORTION NORTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED WEST TO THE PACIFIC OCEAN) , PIERCE AND THURSTON COUNTIES. [T FRINGE BENEFITS HEALTH AND WELFARE 1.60 $ /HR. PENSION 1 .75 $/HR. �} TRAINING FUND . 10 S/HR. rr WAGE RATES OCCUPATION OCCUPATION STATE CODE DESCRIPTION RAIL GROUP 1 090-C260 APPLICATION OF SEALING COMPOUND 17. 66 090-0210 CONCRETE PAVING 17.86 090-C240 CURB AND GUTTER 17.86 090-0230 CUING CONCRETE 17.d6 090-0220 PATCHING CONCRETE 17.8E 090-0250 SIDEWALKS 17.86 ( GROUP 1A Lj 090-0015 CEMENT MASON - BUILDING GENERAL 17. 96 I GROUP 2 090-0330 APPLICATION OF UNDERLAYMENT 18. 11 090-0350 COMPOSITION MASTIC 18.11 090-0310 FINISH COLORED CONCRETE 18. 11 090-0075 GRINDER , HAND POWERED 18.11 ICI 090-0370 GUNITE NCZZLEMAN 18. 11 090-0290 POWER TOOLS (GRINDERS AND ALL OTHERS ) 18 .11 090-0190 PCWER TROWEL MACHINE 18.11 I GROUP 2A 090-0280 CCNCRETE SAW ( SELF POWERED / 18.11 I CITY OF RENTON LiWATER DEPARTMENT FLUORICATIGN PROJECT • PAGE 6 HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES AUGUST 12, 1986 OCCUPATION: CEMENT MASONS LOCATION : CLALLAM, GRAYS 1ARGOR, JEFFERSON, KING ( THAT PORTION SOUTH OF AN EAST-WEST LINE ON 190TH ST. S. W. WHERE IT STARTS AT THE PUGET SOUNC AND EXTENDS EAST TO THE COUNTY LINE) , KITSAP, LEWIS , 'IASON, PACIFIC (THAT PORTION NORTH, OF WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED WEST TO THE PACIFIC OCEAN) . PIERCE AND THURSTON CCUNTIES. WAGE RATES OCCUPATION OCCUPATION STATE CODE DESCRIPTION RATE GROUP 2A r 090-0360 EPDXY 18. 11 090-0270 PLASTIC 18.11 09C-C300 SANDBLASTING ARCHITECTUAL FINISH 18. 11 090-0320 TUNNEL WORKERS 18. 11 GROUP 3 090-0340 TROWEL MACHINE EN CCLCREO SLABS, 19.36 CCMPOSITION OR KALMAN FLOORS r-- I . CITY OF RENTO'N WATER DEPARTMENT FLUORIDATION PROJECT PAGE 7 --HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES AUGUST 12 , 1906 ,I- CCUPATION: ELECTRICIANS ' OCATION : CLALLAN, JEFFERSON, KING AND KITSAP COUNTIES. FRINGE BENEFITS j HEALTH ANC WELFARE .985 $/HR. PENSION - LOCAL (CONST. STOCKMAN! 1 .00 $/HR. NEBF 3 .00 PENS.ION - LOCAL 2 .30 $/HR. L_ TRAINING FUND . 10 $/HR . 7 WAGE RATES OCCUPATION OCCUPATION STATE CODE DESCRIPTION RATE 170-0010 CABLE SPLICER • 19.38 170-0030 CCNSTRUCTION STOCKMAN 10 .29 170-0040 ELECTRICIAN. WIREMAN 17.62 ! ' 170-0050 FOREMAN 19 .38 170-0060 GENERAL FOREMAN 21. 14 r- OTHER 170-9010 STATE: OVERTIME-ALL HCURS WORKED IN EXCESS OF h 8 HOURS PER DAY OR 40 HOURS PER WEEK. MONDAY THROUGH FRIDAY. AND ALL HOURS WCRKEO ON SATUR DAYS, SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE REGULAR RATE OF PAY . I 11_ � I ' CITY OF RENTON WATER DEPARTMENT FLUORIDATION PROJECT PAGE 8 HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES AUGUST 12, 1586 • OCCUPAT ION: LABORERS . ( SEWER & WATER LINE CONSTRUCTION) LOCATION : CLALLAN. GRAYS HARBOR. ISLAND . JEFFERSON, KING, KITSAP, LEWIS . MASON. PACIFIC (NORTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY { EXTENDED DUE WEST TO THE PACIFIC OCEAN ) , PIERCE, SKAGIT. SNOIIOMISH. THURSTON AND WHATCCM COUNTIES . FRINGE BENEFITS HEALTH AND WELFARE 1,75 S/HR . PENSICN 1 . 55 $/HR. TRAINING FUND . 13 $/HR . WAGE RATES OCCUPATION OCCUPATION STATE CODE DESCRIPTION RATE 360-OC10 GENERAL LABORER 13.80 L1 360-0020 P IPELAYER 14.28 360-CC30 TCPMAN 14.14 r j - I ' I CITY OF RENTON WATER DEPARTMENT FLUORIDATION PROJECT PAGE 9 '1WY—R32320—AA PREVAILING MINIMUM HOURLY wA0E RATES AUGUST 12 , 1966 JCCUPAT I CN: PAINTERS OCATION : ISLAND, KING , KITSAP, LEWIS, MASON . PIE CE. SKAGIT ' sNOHJMISH , THURSTCN. AND WHATCCM COUNTIES . --; FRINGE BENEFITS APPRENTICESHIP .06 S/HR . HEALTH AND WELFARE AND DENTAL 1. 70 .b/HR . PENSION . 96 $/HR . WAGE RATES OCCUPATION CCCUPATION STATE CCCE DESCRIPTION RAT_ 450-0C30 BRIDGE 17.04 450—0080 BRUSH. JCURNEYMAN 17 . 2.4 450—C.15J INDUSTRIAL PAINTER 17.64 450-0170 PAINTER -- 450-0180 PAPER HANGER 450-0220 RCLLER 17. 24 450—C25C SANDBLAST POT—TENDER 450-02. 8) STEAM CLEANING 17.64 450—C290 STEEL 17.64 450—C3CJ STEEPLES 17 .9V 450-037J TOWERS . 17 .`%9 450—C3R0 TOXIC MATEP'IAL 17. 64 OTHER 450-7C10 STATE : FCREMAN — . 75 $/H;: . OVER THE HIGHEST PAID JOURNEYMAN GN THE JOB. 450-7C2U STATE :GENERAL FOREMAN — 1 . 00 $/HR. OVER THE HIGHEST PAID UN THE JOB. 450—SC10 STATE : OVERTIME—THE FIRST 2 HOURS IN EXCESS OF 8 HOURS PER DAY . MCNDAY THROUGH FRIDAY. SHALL BE PAID AT UNE AND CNL—HALF TIMES THE REGULAR RATE OF PAY . ALL OTHER OVERTIME HOURS AND ALL HCURS WORKED CN SATURDAYS. SUNDAY5 AND HCLIDAYS SHALL BE PAID AT DCUBLE THE. RE— GULAR RATE CF PAY. CITY OF RENTON WATER DEPARTMENT FLUOR .IDATICN FRCJECT PAGE 10 ;lwY-R3232C-AA PREVAILING MIiNIMUM HOURLY WAGE RATES AUGUST 12 . 1986 OCCUPATION : PAINTERS OCATIUN : ISLAND , KING, KITS.AP, LEWIS, MASON, PIERCE, SKAGIT, SN('i1UMiSH , THURSTCN, AND WHATCOM COUNTIES . OTHER 450-SSCG STATE : INDUSTRIAL PAINTER INCLUDES: STEAM CLEANER . POWER WASH ( OVER 2000 PSI ) . BRIDGE , ' EPCXY , TCX IC SPRAY , SANDBLAST ( PCT TENDER - iBRUSH RATE ) , STEFL , TANK, SUSPENDED SCAFFOLD- INC. PIPES . IiNDUSTRIAL WORK IN INDUSTRIAL PLANTS . 450-9SD0 STATE : OVERTIME - THE FIRST 2 HOURS IN EXCESS OF 8 HOURS PER DAY , MONDAY THROUGH FRIDAY, SHALL 6E PAID AT ONE AND ONE-HALF TIMES THE REGULAR RATE OF PAY. ALL OTHER OVERT1AE HOURS AND ALL HOURS WORKED ON SATURDAYS , SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE REGULAR RATE OF PAY . CITY OF RENTON WATER DEPARTMENT FLUORIDATION PRCJECT PAGE 11 iWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES Ai1CJST 12 , 1936 OCCUPATION : POWER EQUIPMENT OPER,ATCRS ( SEWER E. WATER CONSTRUCTION) _OCATION : CHELAN , CLALLAM , DOUGLAS , GRAYS HARBOR , ISLAND, JEFFERSUN , KING, KITSAP , KITTITAS, LEWIS , MASON, PACIFIC, PIERCE, SKAGIT, SNOHOMISH, THURSTCN, WHATCOM ANC YAKIMA COUNTIES . FRINGE BENEFITS HEALTH AND WELFARE 1. 35 5 /HR. PENSION 2. 30 $ /HR . TRAINING FEND . 21 $/HR. WAGE RATES OCCUPATION OCCUPATION STATE CODE DESCRIPTION R 1E - GROUP 1 580-0C40 BACK FII..LER 13.92 580-OC30 BACKHOE (780 CASE TYPE AND LARGER WITH 16 .92 ATTACHMENTS ) 58C-0100 CLAM 16 .92 580-0120 CRANE 16.92 580-0130 DITCHING MACHINE 16 . ')2 5880-00150 DCZER ( ALL CAT , TYPE 0-3 AND LARGER ) 16.92 580-0160 DRAGLINE 16,92 580-C190 FRCNT-ENO LOADER ( 2YDS. AND CVER ) 16 .92 580-0213 MECHANIC 580-C220 MECHANIC WELDER 16.92 580-C240 ACTOR GRADER 16 .92 580-C310 SCREED 16. 92 580-0330 Sf-CVEL ( 3 YDS. AND UNDER ) 16 .92 580-0350 SIDE BOOM (ALL CAT , TYPE D-3 AND L%kGER ) 1.6 .92 GROUP 2 580-CC20 f3ACKHOE (600 CASE TYPE AND SMALLER WITH 16 .425 ATTACHMENTS ) 580-0-050 SENDING MACHINE 16 . 425 580-0060 BOOM TRUCK ( STATIONARY ) 16, 425 580-0073 BCRING MACHINE 16 .425 58O-0090 CCMPACTORS 16 .425 580-0140 DCZER ( ANY TYPE SMALLER THAN CAT 3-3 ) 16 .425 580-0170 DRILLS ( LEROI TYPE ) 16. 425 CITY OF RENTUN WATER DEPARTMENT FLUORIDATION PROJECT PAGE 12 IWY—R3232C—AA PREVAILING MINIMUM HOURLY WAGE RATES AUGUST 12 . 1 )0?6 OCCUPATION: POr1E R EQUIPMENT OPERATORS ( SEWER C WATER CO '. STRUCTICN ) —LOCATION : CHELAN . CLALLAM . DOUGLAS . GRAYS HARNOR. ISLAND. JEFFERSU'd, KING. KITSAP , KITTITAS, LEWIS , MASON , PACIFIC, PIERCE , SKAUIT9 SNOHOMISH, T HLkSTCN, WHATCOv ANC YAKIMA COUNTIES . WAGE RATES OCCUPATION OCCUPATION STATE CODE DESCRIPTION RATE GROUP 2 580-0180 FKCNT—ENC LOADER ( UNDER 2 YD . ) 16.425 580-0200 GIN TRUCK 16 .425 580—C233 MECHANICAL GREASER (LARGE GREASE TRUCK ) 16 .425 580—C27D PAVING MACHINES 16.425 580—C280 PET FIREMAN ( ENGINE OPERATED ABOVE 3 t3BL . ) 16. 425 580-0300 ROLLERS 16. 425 580—C320 SERVICE PLOW 16 . +G5 580—C340 SIDE ROOM (ANY TYPE SMALLER THAN CAT D—i ) 16 .425 580-0360 TR.ACTAIR 16.425 580-0383 WELL POINT SYSTEM 10.425 GROUP 3 580-0010 AIR COMPRESSOR 14.46 58C—0080 CHAIN TYPE DITCHER (DITCH WITCH ) i4.4o 580—C110 CCNCRETE SAW 14 .40 580-0260 CIL—GREASER 1=+ . 46 580—C250 CILFR 580-02'3 PUMP 14.46 580—C37'J WELDING MACHINE 14 . c, OTHER 580—SS10 STATE : OVERTIME—ALL WORK PERFORMED IN EXCESS CF 8 HOURS DER DAY OR 40 HOURS PER WEEK AND ALL WORK PERFORMED CN SATURDAYS ( EXCEPT MAKE— UP DAYS ) AND SUNDAYS SHALL HE PAID AT ENE ,1ND ONE—HALF TIMES THE REGULAR RATE OF PAY . ALL WORK PERt 'JRMED CN HOLIDAYS SHALL BE PAID AT DOUDLE THE REGULAR RATE OF PAY . CITY OF RENTON WATER DEPARTMENT FLUORIDATION PROJECT PAGE 13 - 32320—AA PREVAILING MINIMUM HOURLY WAGE RATES AUSU:,T 12 , 1930 IIDATION: ROOFERS AND WATERPROOFERS NASGP� ANCSN�HUtilISH iUUtiTIrS . It]rJ : CLALLaN + JEFFERSON. KING . KITS,_ aP. _' N6F BENEFITS . 07 i /H2. APPRENTICESHIP 1. /HR . 'HEALTH AND wELFAF.E 1 .30 i /HR . 20 'PENSION WAGE RATES CCCUPNTIuN NATO )CCUPAI DESCRIPTION COOIFDE -- 1c3. 3 610—C110 JCURNEYMAN — USING BITUMINOU b10—CC7J HELPER 21.,3'� _- 610_010D JOURNEYMAN MATERIAL lq . 1C S 610—J153 SLATE ANC T.ILC ROOFERS OTHER ACCVE THE SCALE 61C—SC11 STATE : f OREMAM . 0.75 b/HR . FCR TH,_ JOB CLASSIFICATION IN WHICHOR JHE WORKS OVERTIME : OVER 3 HOURS ,PER AT ONE URS PER WEEK , uGN()AY TI�R�,���EGULAFC'rA�A7r . SUNDAYS AND ONE HALF TIMES THE AND HOLIDAYS—DOUBLE THE REGULAR RATE OF PAY. CITY OF RE NT U N HATER DEPARTMENT FLUORIDATION FRCJECT PAGE 14 REQUIREMENTS FOR THE PREVENTION OF ENVIRONMENTAL POLLUTION AND PRESERVATION OF PUBLIC NATURAL RESOURCES In accordance with the provisions of Chapter 62 , Laws of 1973 , H.B. 621 , the Contractor shall secure any permits or licenses required by, and comply fully with all provisions of the follow- ing laws , ordinances , and resolutions : King County Ordinance No . 1527 requires Building and Land Development Division and Hydraulics Division review of grading and filling permits and unclassified use permits in flood hazard areas . Resolution No . 36230 establishes storm drain design standards to be incorporated into project design stand- ards to be incorporated into project design by Engineering Services . Reivew by Hydraulics Division. King County Ordinance No . 800 , No. 900 , No. 1006 and Resolution No . 8778 , No. 24553, No . 24834 , No . 6894 and No . 11242 contained in King County Code Titles 8 and 10 are provisions for disposi- tion of refuse and litter in a licensed disposal site and pro- vide penalties for failure to comply. Review by Division of Solid Waste . Puget Sound Air Pollution Control Agency Regulation I : A regu- lation to control the emission of air contaminants from all sources within the jurisdiction of the Puget Sound Air Pollution Control Agency (King , Pierce, Snohomish, and Kitsap Counties) in accordance with the Washington Clean Air Act , R.C.W. 70 . 94 . WASHINGTON STATE DEPARTMENT OF ECOLOGY W.A. C. 18- 02 : Requires operators of stationary sources of air contaminants to maintain records of emissions , periodically re- port to the State information concerning these emissions from his operations , and to make such information available to the public. See Puget Sound Pollution Control Agency Regulation I . R. C.W. 90. 48 : Enacted to maintain the highest possible standards to ensure the purity of all water of the State consistent with public health and public enjoyment thereof, the propagation and protecting of wildlife , birds , game, fish, and other aquatic life, and the industrial development of the State , and to that end require the use of all known available and reasonable methods by industries and others to prevent and control the pollution of the waters of the State of Washington . It is unlawful to throw, drain, run or otherwise discharge into any of the water of this State any organic or inorganic matter that shall cause or tend to cause pollution of such waters . The law also provides for civil penalties of $5 , 000/day for each violation. R. C.W. 70. 95 : Establishes uniform statewide program for handling solid wastes which will prevent land, air and water pollution. Makes it unlawful to dump or deposit solid wastes onto or under the surface of the ground or into the waters of this State except at a solid waste disposal site for which there is a valid permit . WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES R.C.W. 76. 04 . 370 : Provides for abatement of additional fire haz- ard (lands upon which there is forest debris) and extreme fire hazard (areas of additional fire hazard near building , roads , campgrounds , and school grounds) . The owner and/or person respons- ible is fully liable in the event a fire starts or spreads on property on which an extreme fire hazard exists . R.C.W. 76. 04. 010: Defines terms relating to the suppression or abatement of forest fires or forest fire conditions . R. C.W. 70. 94. 660 : Provides for issuance of burning permits for abating or prevention of forest fire hazards , instruction or silvicultural operations . R. C.W. 76. 04. 310: Stipulates that everyone clearing land or clearing right-of-way shall pile and burn or dispose of by other satisfactory means , all forest debris cut thereon, as rapidly as the clearing or cutting progresses , or at such other times as the department may specify, and in compliance with the law requiring burning permits . R. C.W. 78 . 44 : Laws governing surface mining (including sand, gravel , stone , and earth from borrow pits) which provide for fees and permits , plan or operation , reclamation plan , bonding , and inspection of operations . W.A.C. 332-18 : Delineates all requirements for surface mined land reclamation. W.A.C. 332- 24 : Codifies requirements of R.C.W. 76. 04 pertaining to land clearing and burning . U. S. ARMY CORPS OF ENGINEERS Section 1 of the River and Harbor Act of June 13, 1902 : Author- , izes Secretary of Army and Corps of Engineers to issue permits to any persons or corporation desiring to improve any navigable river at their own expense and risk upon approval of the plans and specifications . Section 404 of the Federal Water Pollution Control Act (PL9Z-500 86 Stat. 816) : Authorizes the Secretary of the Army, acting through the Corps of Engineers , to issue permits for the discharge of dredged or fill material into the navigable waters at specified disposal sites . Permits may be denied if it is determined that such discharge will have adverse effects on municipal water supplies , shell fish beds and fishery areas and wildlife or recreational areas . MISCELLANEOUS FEDERAL LEGISLATION Section 13 of the River and Harbor Act approved March 3, 1899 : Provides that discharge of refuse without a permit into navigable waters is prohibited. Violation is punishable by fine . Any citi- zen may file a complaint with the U. S. Attorney and share a por- tion of the fine. -2- PERMITS REQUIRED FOR THE PROJECT ARE AS FOLLOWS : KING COUNTY BUILDING AND. LAND DEVELOPMENT DIVISION King County Resolution No . 25789 requires an unclassified use permit for filling, quarrying (including borrow pits and associ- ated activities such as asphalt plants , rock crushers) and refuse disposal sites and provides for land reclamation subse- quent to these activities . A copy is available at the Department of Public Works or Building and Land Development Division. � !. Shoreline Management Act 1971 requires a permit for construction on State shorelines . Permit acquired by Public Works and reviewed by Building and Land Development Division. King County Ordinance No. 1488 requirespermit for fills , gravel q grading , land pits , dumping , quarrying and mining operations except on County right-of-way. Review by Building and Land Develop- ment Division. WASHINGTON STATE DEPARTMENT OF FISHERIES AND GAME Charter 112 , Laws of 1949 : Requires hydraulics permit on certain projects. (King County Department of Public Works will obtain. ) ' I WASHINGTON STATE DEPARTMENT OF ECOLOGY W.A.C. 173-220 : Requires a National Pollutant Discharge Elimination System (NPDES) permit before discharge of pollutants from a point source into the navigable waters of the State of Washington. W.A. C. 372-24 : Permit to discharge commercial or industrial waste waters into State surface or ground water (such as gravel washing , pit operations , or any operation which results in a discharge which contains turbidity. ) W.A.C. 508-12-100 : Requires permit to use surface water. W.A.C. 508-12-190 : Requires that changes to permits for water use be reviewed by tTie Department of Ecology whenever it is desired to change the purpose of use , the place of use , the point of withdrawal and/or the diversion of water. W.A.C. 508-12-220: Requires permit to use ground water. W.A. C. 508-12- 260: Requires permit to construct reservoir for water storage. W.A.C. 508-12- 280 : Requires permit to construct storage dam. W.A.C. 508-60: Requires permit to construct in State flood control zone. King County Public Works secures one for design. Contractor secures one for his operation (false work design, etc . ) . -3- PEP.MITS REQUIRED FOR THE PROJECT - Continued WA$HINGTON STATE DEPARTMENT OF NATURAL RESOURCES HR.C.W. 76, 04 . 150 : Requires burning permit for all fires except �! fof small outdoor fires for recreational purposes or yard debris disposal . Also the Department of Natural Resources reserves the right to restrict burning under the provisions of R.C.W. 76. 04 . 150 , 76. 04 . 170 , 76. 04 . 180, and 70. 94 due to exteme fire weather or to prevent restriction of visibility and excessive air pollution. R. C.W. 76. 08. 030 : Cutting permit required before cutting merchant- able timber. R.C.W. 76. 08 . 275 : Operating permit required before operating power equipment in dead or down timber . R.C.W. 78 . 44 . 080: Requires permit for any surface mining opera- tion (including sand, gravel , stone, and earth from borrow pits) . UNITED STATES ARMY CORPS OF ENGINEERS Section 10 of River and Harbor Act of March 3, 1899 : Requires permit for construction (other than bridges , see U. S. Coast Guard administered-permits) on navigable waters (King County Department of Public Works will obtain) . FIRE PROTECTION DISTRICT R.C.W. 52 . 28 . 010 , 52 . 28 . 020 , 52 . 28 . 030 , 52 . 28 . 040 , 52 . 28 . 050 : Provides authority for, requirements of, and penalties for failure to secure a fire permit for building an open fire within a fire protection district. UNITED STATES COAST GUARD Section 9 of River and Harbor Act of March 3, 1899 , General Bridge Act of March 23, 1906 , and General Bridge Act of 1946 as amended August 2 , 1956 : Requires a permit for construction of bridge on navigable waters (King County Department of Public Works will obtain) . King County Department of Public Works will comply with pertinent sections of the following laws while securing the afore- mentioned permit : Section 4 (f) of Department of Transportation Act , National Environmental Policy Act of 1969, Water Quality Improvement Act of 1970. PUGET SOUND AIR POLLUTION CONTROL AGENCY Section 9. 02 (d) (2) (iii) of Regulation I : Request for verifica- tion of population density . Contractor should be sure his opera- tions are in compliance with Regulation I , particularly Section 9. 02 (outdoor fires) , Section 9 . 04 (particulate matter- -dust) , and Section 9. 15 (preventing particulate matter from becoming airborne) . -4- PERMITS REQUIRED FOR THE PROJECT - Continued 1 � ENVIRONMENTAL PROTECTION AGENCY Title 40, Chapter Ic, Part 61 : Requires that the Environmental 1 1 Protection Agency be notified 5 days prior to the demolition of any structure containing asbestos material (excluding residential structures having fewer than 5 dwelling units) . The above requirements will be applicable only where called for on the various road projects . Copies of these permits , ordinances , laws , and resolutions are available for inspection at the Office of the Director of Public Works , 900 King County Administration Building , Seattle, Washington, 98104 . It shall be the responsibility of the Con- ;; tractor to familiarize himself with all requirements therein. All costs resulting therefrom shall be included in the Bid Prices and no additional compensation shall be made . All permits will be available at construction site . -5- as SUPPLEMENTAL PROVISIONS I CITY OF RENTON ' I • STANDARD SPECIFICATIONS 1 THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND THE WASHINGTON STATE CHAPTER OF THE AMERICAN PUBLIC WORKS ASSOCIATION 1984 EDITION SHALL BE HEREINAFTER REFERRED TO AS THE "STANDARD SPECIFICATIONS" AND SAID SPECIFICATIONS TOGETHER WITH THE LAWS OF THE STATE OF WASHINGTON AND THE ORDINANCES AND CHARTER OF THE CITY OF RENTON, SO FAR AS APPLICABLE, ARE HEREBY INCLUDED IN THESE SPECIFICATIONS AS THOUGH QUOTED IN THEIR ENTIRETY AND SHALL APPLY EXCEPT AS AMENDED OR SUPERSEDED BY THE SPECIAL PROVISIONS HEREIN. A COPY OF THESE STANDARD SPECIFICATIONS IS ON FILE IN THE OFFICE OF THE PUBLIC WORKS DIRECTOR, MUNICIPAL BUILDING, RENTON, WASHINGTON 98055, WHERE THEY MAY BE EXAMINED AND COPIED BY ANY • INTERESTED PARTY. WHEREVER REFERENCE IS MADE IN THE STANDARD SPECIFICATIONS TO THE OWNER OR STATE, SUCH REFERENCE SHALL BE CONSTRUED TO MEAN THE CITY OF RENTON, AND WHERE REFERENCE IS MADE TO THE ENGINEER, SUCH REFERENCE SHALL BE CONSTRUED TO MEAN THE DIRECTOR OF PUBLIC WORKS, CITY OF RENTON, OR HIS DULY AUTHORIZED REPRESENTATIVE. NOTE: THE SPECIAL AND SUPPLEMENTAL PROVISIONS HEREINAFTER CONTAINED SHALL BE IN ADDITION TO OR SHALL SUPERSEDE PROVISIONS OF THE STANDARD SPECIFICATIONS IN CONFLICT HEREWITH. STANDARD PLANS THE STANDARD PLANS FOR ROAD AND BRIDGE CONSTRUCTION BY THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND THE WASHINGTON STATE'CHAPTER OF THE AMERICAN PUBLIC WORKS ASSOCIATION (REV.04/01/85) ARE HEREBY INCLUDED IN THESE SPECIFICATIONS AS THOUGH QUOTED IN THEIR ENTIRETY AND SHALL APPLY EXCEPT AS AMENDED OR SUPERSEDED BY THE CITY OF RENTON STANDARD PLANS BOUND HEREIN. A COPY OF THESE STANDARD PLANS AND CITY OF RENTON STANDARD PLANS IS ON FILE IN THE OFFICE OF THE PUBLIC WORKS DIRECTOR, MUNICIPAL BUILDING, RENTON, WASHINGTON 98055, WHERE THEY MAY BE EXAMINED AND COPIED BY ANY INTERESTED PARTY. HEADINGS HEADINGS TO PARTS, SECTIONS, FORMS, ARTICLES AND SUBARTICLES ARE INSERTED FOR CONVENIENCE OR REFERENCE ONLY AND SHALL NOT AFFECT THE INTERPRETATION OF THE CONTRACT DOCUMENTS. SUPPLEMENTAL AND SPECIAL PROVISIONS STRUCTURE THE SPECIFICATIONS NOTED HEREIN ARE IN ADDITION TO, OR IN LIEU OF, THE STANDARD SPECIFICATIONS. WHERE SECTIONS ARE MARKED "REPLACEMENT SECTION" OR "PARTIAL REPLACEMENT SECTION", THE SPECIFICATIONS HEREIN ARE TO REPLACE, OR PARTIALLY REPLACE, THE STANDARD SPECIFICATIONS NOTED. WHERE SECTIONS ARE MARKED "ADDITIONAL SECTION", THE SPECIFICATIONS HEREIN ARE TO BE AN ADDITION TO THE STANDARD SPECIFICATIONS NOTED; WHERE SECTIONS ARE MARKED "SUPPLEMENTAL SECTION", THE SPECIFICATIONS HEREIN ARE TO BE A SUPPLEMENT TO THE STANDARD SPECIFICATIONS. -- DIVISION I jj GENERAL REQUIREMENTS 1-01 DEFINITION AND TERMS 1-01.10 DEPARTMENT, DEPARTMENT OF TRANSPORTATION (ADDITIONAL SECTION) WHEN THESE SPECIFICATIONS REFER TO THE DEPARTMENT OR DEPARTMENT OF TRANSPORTATION THIS REFERENCE! WILL ALSO INCLUDE THE CITY WHERE APPLICABLE. • 1-0.1.11 ENGINEER (REPLACEMENT SECTION) THE DIRECTOR OF PUBLIC WORKS, ACTING DIRECTLY OR THROUGH HIS AUTHORIZED REPRESENTATIVES. 1-01.23 SECRETARY, SECRETARY OF TRANSPORTATION (SUPPLEMENTAL SECTION) THE CHIEF EXECUTIVE OFFICER TO THE DEPARTMENT SHALL ALSO REFER TO THE DIRECTOR OF PUBLIC WORKS. 1-01.26 STANDARD SPECIFICATIONS (ADDITIONAL SECTION) OTHER CERTAIN REFERENCED STANDARDS, AS USED IN THIS SPECIFICATION, ARE FROM THE LATEST EDITIONS OF: r-, AWWA AMERICAN WATERWORKS ASSOCIATION ANSI AMERICAN NATIONAL STANDARDS ASA AMERICAN STANDARDS ASSOCIATION ASTM ANERICAN SOCIETY FOR TESTING AND MATERIALS NEC NATIONAL ELECTRICAL CODE 1-01.27 STATE (ADDITIONAL SECTION) THE STATE SHALL ALSO REFER TO THE CITY OF RENTON AND ITS AUTHORIZED REPRESENTATIVES WHERE APPLICABLE. 1-01.37 WORKING DRAWINGS (REPLACEMENT SECTION) THE TERM "SHOP DRAWINGS" SHALL REFER TO THE PICTORIAL DESCRIPTION OF THE DETAILS OF PROPOSED MATERIALS,EQUIPMENT, METHODS OF INSTALLATION, OR OTHER CONSTRUCTION PREPARED BY THE CONTRACTOR, A SUBCONTRACTOR, OR A MANUFACTURER AND SUBMITTED FOR THE APPROVAL OF THE OWNER. 1-01.38 ACT OF GOD (ADDITIONAL SECTION) "ACT OF GOD" MEANS AN EARTHQUAKE, FLO0O, CYCLONE, OR OTHER CATACLYSMIC PHENOMENON OF NATURE. A RAIN, WINDSTORM, HIGH WATER OR OTHER NATURAL PHENOMENON OF UNUSUAL INTENSITY FOR THE SPECIFIC LOCALITY OF THE WORK, WHICH MIGHT REASONABLY HAVE BEEN ANTICIPATED FROM HISTORICAL RECORDS OF THE GENERAL LOCALITY OF THE WORK, SHALL NOT BE CONSTRUED AS AN ACT OF GOD. F 1-01.39 OR EQUAL (ADDITIONAL SECTION) WHERE THE TERM "OR EQUAL" IS USED HEREIN, THE OWNER, OR THE OWNER ON RECOMMENDATION OF THE ENGINEER, SHALL BE THE SOLE JUDGE OF THE QUALITY AND SUITABILITY OF THE PROPOSED SUBSTITUTION. 1-01.40 APPROVAL (ADDITIONAL SECTION) THE TERM "APPROVAL" OR "APPROVED" SHALL MEAN APPROVAL GIVEN BY OR GIVEN PROPERLY ON THE BEHALF OF THE OWNER. Supplemental Specifications (Rev 09/01/86) Page 2 1-02 BID PROCEDURES AND CONDITIONS 1-02.2 PLANS AND SPECIFICATIONS (REPLACEMENT SECTION) COPIES OF PLANS AND SPECIFICATIONS (BIDDING DOCUMENTS) WILL BE ON FILE IN THE DESIGN ENGINEERING SECTION OF THE CITY OF RENTON PUBLIC WORKS DEPARTMENT 200 MILL AVENUE SOUTH, RENTON WA. 98055. BIDDING DOCUMENTS MAY BE OBTAINED AT THE ABOVE OFFICE, OR BY MAIL, ON RECEIPT OF THE FEES AS SET FORTH IN THE CALL FOR BIDS. MAKE CHECKS PAYABLE TO THE CITY OF RENTON. 1-02.6(1) PROPRIETARY INFORMATION VENDOR SHOULD IDENTIFY CLEARLY ANY MATERIAL(S) WHICH CONSTITUTE '(VALUABLE) FORMULAE, DESIGNS, DRAWINGS, AND RESEARCH DATA' SO AS TO BE EXEMPT FROM PUBLIC DISCLOSURE, RCW 42.17.310, OR ANY MATERIALS OTHERWISE CLAIMED TO BE EXEMPT, ALONG WITH A STATEMENT OF THE BASIS FOR SUCH CLAIM OF EXEMPTION. THE DEPARTMENT (OR STATE) WILL GIVE NOTICE TO THE VENDOR OF ANY REQUEST FOR DISCLOSURE OF SUCH INFORMATION RECEIVED WITHIN 5 (FIVE) YEARS FROM THE DATE OF SUBMISSION. FAILURE TO SO LABEL SUCH MATERIALS OR FAILURE TO TIMELY RESPOND AFTER NOTICE OF REQUEST FOR PUBLIC DISCLOSURE HAS BEEN GIVEN SHALL BE DEEMED A WAIVER BY THE SUBMITTING VENDOR OF ANY CLAIM THAT SUCH MATERIALS ARE, IN FACT, SO EXEMPT. 1-02.12 PUBLIC OPENINGS OF BIDS (REPLACEMENT SECTION) SEALED BIDS WILL BE RECEIVED BY THE CITY OF RENTON , WASHINGTON, BY FILING WITH THE CITY CLERK, MUNICIPAL BUILDING, RENTON, WASHINGTON, AS PER THE CALL FOR BIDS AND WILL BE OPENED AND PUBLICLY READ ALOUD. 1-03 AWARD AND EXECUTION OF CONTRACT 1-03.1 CONSIDERATION OF BIDS (ADDITIONAL SECTION) ALL BIDS WILL BE BASED ON TOTAL SUM OF ALL SCHEDULES OF PRICES. NO PARTIAL BIDS WILL BE ACCEPTED UNLESS SO STATED IN THE CALL FOR BIDS OR SPECIAL PROVISIONS. THE CITY RESERVES THE RIGHT HOWEVER TO AWARD ALL OR ANY SCHEDULE OF A BID TO THE LOWEST BIDDER AT ITS DISCRETION. 1-04 SCOPE OF THE WORK 1-04.5 PROCEDURE AND PROTEST BY THE CONTRACTOR (REPLACEMENT SECTION) ANY QUESTIONS ARISING BETWEEN THE INSPECTOR AND THE CONTRACTOR OR HIS SUPERINTENDENT OR FOREMAN AS TO THE MEANING OR INTENT OF ANY PART OF THE PLANS AND SPECIFICATIONS OR ANY CONTRACT DOCUMENT, SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVES FOR INTERPRETATION AND ADJUSTMENT, IF WARRANTED. FAILURE ON THE PART OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE TO DISCOVER AND CONDEMN OR REJECT IMPROPER, DEFECTIVE OR INFERIOR WORK OR MATERIALS, SHALL NOT BE CONSTRUED AS AN ACCEPTANCE OF ANY SUCH WORK OR MATERIALS, OR THE PART OF THE IMPROVEMENT IN WHICH THE SAME MAY HAVE BEEN USED TO PREVENT DISPUTES AND LITIGATION, IT IS FURTHER AGREED BY THE PARTIES HERETO THAT THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE SHALL DETERMINE THE QUANTITY AND QUALITY OF THE SEVERAL KINDS OF WORK EMBRACED IN THESE IMPROVEMENTS. HE SHALL DECIDE ALL QUESTIONS RELATIVE TO THE EXECUTION OF THE WORK AND THE INTERPRETATION OF THE PLANS AND SPECIFICATIONS. IN THE EVENT THE CONTRACTOR IS OF THE OPINION HE WILL BE DAMAGED BY SUCH INTERPRETATION, HE SHALL, WITHIN 3 DAYS, NOTIFY THE ENGINEER AND THE CITY CLERK IN WRITING OF THE ANTICIPATED NATURE AND AMOUNT OF THE DAMAGE OR DAMAGES. TIME IS OF THE ESSENCE IN THE GIVING OF SUCH NOTICE. IN THE Supplemental Specifications (Rev 09/01/86) Page 3 EVENT AN AGREEMENT CANNOT THEN BE REACHED WITHIN 3 DAYS, THE CITY AND THE CONTRACTOR WILL EACH APPOINT AN ARBITRATOR AND THE TWO SHALL SELECT A THIRD WITHIN 30 DAYS THEREAFTER. THE FINDINGS AND DECISION OF THE BOARD OF ARBITRATORS SHALL BE FINAL AND BINDING ON THE PARTIES, UNLESS THE AGGRIEVED PARTY, WITHIN 10 DAYS, CHALLENGES THE FINDINGS AND DECISION BY SERVING AND FILING A PETITION FOR REVIEW BY THE SUPERIOR COURT OF KING COUNTY, WASHINGTON. THE GROUNDS FOR THE, PETITION FOR REVIEW ARE LIMITED TO SHOWING THAT THE FINDINGS AND DECISION: 1. ARE NOT RESPONSIVE TO THE QUESTIONS SUBMITTED; 2. IS CONTRARY TO THE TERMS OF THE CONTRACT OR ANY COMPONENT THEREOF; 3. IS ARBITRARY AND/OR IS NOT BASED UPON THE APPLICABLE FACTS AND THE LAW CONTROLLING THE ISSUES SUBMITTED TO ARBITRATION. THE BOARD OF ARBITRATORS SHALL SUPPORT ITS DECISION BY SETTING FORTH IN WRITING THEIR FINDINGS AND CONCLUSIONS BASED ON THE EVIDENCE ADDUCED AT ANY SUCH HEARING. THE ARBITRATION SHALL BE CONDUCTED IN ACCORDANCE WITH THE STATUTES OF THE STATE OF WASHINGTON AND COURT DECISIONS GOVERNING SUCH PROCEDURE. THE COSTS OF SUCH ARBITRATION SHALL BE BORNE EQUALLY BY THE CITY AND THE CONTRACTOR UNLESS IT IS THE BOARD'S MAJORITY OPINION THAT THE CONTRACTOR'S FILING OF THE PROTEST OR ACTION IS CAPRICIOUS OR WITHOUT REASONABLE FOUNDATION. IN THE LATTER CASE, ALL COSTS SHALL BE BORNE BY THE CONTRACTOR. THE VENUE OF ANY SUIT SHALL BE IN KING COUNTY, WASHINGTON, AND IF THE CONTRACTOR IS A NON-RESIDENT OF THE STATE OF WASHINGTON, HE SHALL DESIGNATE AN AGENT, UPON WHOM PROCESS MAY BE SERVED, BEFORE COMMENCING WORK UNDER THIS CONTRACT. 1-04.10 USE OF MATERIALS FOUND ON THE PROJECT (ADDITIONAL SECTION) ALL SALVAGE MATERIAL AS NOTED ON THE PLANS AND TAKEN FROM ANY OF THE DISCARDED FACILITIES SHALL, AT THE ENGINEER'S DISCRETION, BE CAREFULLY SALVAGED AND DELIVERED TO THE CITY SHOPS. ALL SALVAGED WATER MAINS, FIRE HYDRANTS, VALVES AND APPURTENANCES, CATCH BASINS, AND STORM AND SANITARY MANHOLE COVERS SHALL BE SALVAGED AND DELIVERED TO THE CITY SHOPS. ANY COST INCURRED IN SALVAGING AND DELIVERING SUCH ITEMS SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT AND NO COMPENSATION WILL BE MADE. 1-04.12 WASTE SITES (ADDITIONAL SECTION) ALL MATERIALS DESIGNATED BY THE ENGINEER TO BE WASTED SHALL BE HAULED, DUMPED, AND SPREAD AT THE LOCATIONS SELECTED BY THE CONTRACTOR. THE CONTRACTOR SHALL HAVE THE RESPONSIBILITY OF OBTAINING HIS OWN WASTE SITE. ALL WORK INCLUDED IN THIS SECTION SHALL BE CONSIDERED TO BE INCIDENTAL TO OTHER ITEMS OF WORK AND NO FURTHER COMPENSATION WILL BE MADE. THE ROUTE TAKEN TO THE WASTE SITE SHALL BE MAINTAINED SOLELY BY THE CONTRACTOR IN A MANNER AS DESCRIBED BELOW: II THE CONTRACTOR SHALL BE PREPARED TO USE WATER TRUCKS, POWER SWEEPERS, AND RELATED EQUIPMENT AS DEEMED NECESSARY BY THE PUBLIC WORKS DIRECTOR TO ALLEVIATE THE PROBLEM OF LOST SPOILS ALONG THE ROUTE. PROMPT RESTORATION OF THE ROUTE IS MANDATORY. Supplemental Specifications (Rev 09/01/86) Page 4 THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS AND APPROVALS FOR ANY WASTE SITE TO BE USED. COPIES OF THE PERMITS AND APPROVALS ARE TO BE SUBMITTED TO THE ENGINEER PRIOR TO STARTING ANY WORK. 1-04.13 HOURS OF WORK (ADDITIONAL SECTION) THE WORKING HOURS FOR THIS PROJECT WILL BE LIMITED TO WEEKDAYS DURING THE PERIOD FROM 8:00 A.M. TO 5:00 P.M. THE HOURS OF WORK MAY BE CHANGED AT THE DISCRETION OF THE ENGINEER WHEN IT IS IN THE INTEREST OF THE PUBLIC OR THE CONTRACTOR DUE TO REASONS OF SAFETY, HEALTH, OR WELFARE. 1-04.14 CONTRACTOR'S COPIES OF CONTRACT DOCUMENTS (ADDITIONAL SECTION THE CONTRACTOR WILL BE SUPPLIED BY THE OWNER WITH 5 SETS OF PLANS AND SPECIFICATIONS. AT LEAST ONE COMPLETE SET OF CONTRACT DOCUMENTS, INCLUDING ONE FULL SIZE SET OF DRAWINGS, SHALL BE KEPT AT THE SITE OF CONSTRUCTION IN GOOD CONDITION AND AT ALL TIMES AVAILABLE TO THE OWNER AND THE ENGINEER. ADDITIONAL COPIES OF THE CONTRACT DOCUMENTS, IF REQUIRED, WILL BE FURNISHED BY THE OWNER AT NET • COST OF REPRODUCTION. 1-05 CONTROL OF WORK 1-05.3 PLANS AND WORKING DRAWINGS (PARTIAL REPLACEMENT SECTION) DRAWINGS SUBMITTED SHALL BE ON 22 INCH BY 34 INCH MYLAR OR SMALLER SHEETS WITH DIMENSIONS IN MULTIPLES OF 8 1/2 BY 11 INCHES. 1-05.3(1) SUBMITTALS (NEW SECTION) THE CONTRACTOR SHALL FURNISH FIVE COPIES OF ALL DRAWINGS, SPECIFICATIONS, DESCRIPTIVE DATA, CERTIFICATES, SAMPLES, TESTS, METHOD, SCHEDULES, AND MANUFACTURER'S INSTRUCTIONS AS REQUIRED TO DEMONSTRATE FULLY THAT THE MATERIALS AND EQUIPMENT TO BE FURNISHED AND THE METHOD OF WORK COMPLY WITH THE PROVISIONS AND INTENT OF THE SPECIFICATIONS AND DRAWINGS. IF THE INFORMATION SHOWS ANY DEVIATION FROM THE CONTRACT REQUIREMENTS, THE CONTRACTOR SHALL, BY A STATEMENT IN WRITING ACCOMPANYING THE INFORMATION, ADVISE THE ENGINEER OF THE DEVIATION AND STATE THE REASONS THEREFORE. 1-05.5(1) CONSTRUCTION STAKING (REPLACEMENT SECTION) I i THE ENGINEER SHALL HAVE THE RIGHT TO MAKE REASONABLE CHANGES IN THE GRADES AS THEY ARE SHOWN ON THE DRAWINGS. GRADES WILL BE ESTABLISHED IN THE FORM OF OFFSET STAKES AT DISTANCES NOT GREATER THAN 25 FEET FOR BATTER BOARDS OR 50 FEET FOR LASER, SET IN ADVANCE OF THE WORK. WHENEVER WORK IS IN PROGRESS, THE CONTRACTOR SHALL HAVE IN HIS EMPLOYMENT A WORKER COMPETENT TO SET A BATTER BOARD OR OTHER CONSTRUCTION GUIDE FROM THE LINE AND GRADE STAKES GIVEN BY THE ENGINEER. SUCH EMPLOYEES SHALL HAVE THE DUTY AND RESPONSIBILITY OF PLACING AND MAINTAINING SUCH CONSTRUCTION GUIDES. A BATTER BOARD SET WITH AN ENGINEER'S LEVEL SHALL BE USED FOR ALL LINES SET ON A GRADE OF 0.50 PERCENT OR LESS. AT LEAST THREE BATTER BOARDS SHALL REMAIN IN PLACE DURING PIPE LAYING r OPERATIONS. IF, THROUGH THE CONTRACTOR'S NEGLIGENCE, ANY STAKES SHALL BE DESTROYED AND REQUIRE RESETTING, A SUM SHALL BE DEDUCTED FROM THE CONTRACTOR'S FINAL PAYMENT EQUIVALENT TO THE EXTRA COST IN ENGINEERING REQUIRED FOR SUCH REPLACEMENT. THE LASER METHOD OF ESTABLISHING GRADE MAY BE USED PROVIDING; 1 REQUESTS FORPENT AND METHOD Q STS USE LISTING. EQUIPMENT,, TH D OF OPERATION ARE SUBMITTED FOR CITY REVIEW AND APPROVAL AT LEAST FIVE DAYS PRIOR TO USE, Supplemental Specifications (Rev 09/01/86) Page 5 1-05.5(1)CONTINUED) 2. GRADES ARE CHECKED AT LEAST ONCE EVERY 50 FEET AND AT LEAST 3 TIMES DAILY BY CONVENTIONAL METHODS. 3. PROPER ANCHORING OF PIPE IS PERFORMED IN LOCATIONS WHERE A BOX IS BEING USED FOR EXCAVATION. THE CONTRACTOR SHALL ARRANGE HIS WORK TO ALLOW A REASONABLE TIME FOR THE SETTING OF STAKES FOR THE NEXT PHASE OF HIS OPERATION TO PREVENT WORK DELAYS WHILE WAITING FOR CONSTRUCTION GUIDES. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR DETAILED DIMENSIONS AND FOR TRANSFERRING ELEVATIONS OR MEASUREMENTS MEASURED FROM SUCH STAKES AND MARKS. ' I DELAYS BY REASON OF LACK OF STAKES OR A TIME REQUEST FOR SURVEY LESS THAN 3 DAYS, ARE DEEMED A RISK TO THE CONTRACTOR AND SHALL NOT BE THE BASIS FOR CLAIMS FOR ADDITIONAL COMPENSATION OR CONSTRUCTION TIME. ALL COSTS FOR THE CONTRACTOR'S SURVEYING SHALL BE CONSIDERED INCIDENTAL TO OTHER BID ITEMS IN THE PROPOSAL, AND NO FURTHER COMPENSATION WILL BE MADE, UNLESS A BID ITEM FOR SURVEYING IS SPECIFICALLY LISTED IN THE SCHEDULE OF PRICES. 1-05.5(2) CONTRACTOR PROVIDED CONSTRUCTION STAKING (NEW SECTION) WHERE THE CONTRACTOR IS REQUIRED TO PROVIDE CONSTRUCTION STAKING HE SHALL BE RESPONSIBLE FOR SECURING THE SERVICES OF A PROFESSIONAL LAND SURVEYOR WHO SHALL PROVIDE ALL SURVEY STAKING NEEDED IN CONJUNCTION WITH THE PROJECT. THIS STAKING SHALL CONSIST OF, BUT NOT BE LIMITED TO: ROADWAY CENTERLINE SANITARY SEWER SLOPE STAKING FIRE HYDRANTS CURBS AND GUTTERS STREET LIGHTING GRADING AND PAVING UNDERGROUNDING POWER & TELEPHONE TELEMETRY TRAFFIC SIGNAL SYSTEM STORM DRAIN SYSTEM PSP&L CO. & P.N.W.B. VAULTS MONUMENTS MONUMENT REFERENCE/STRADLE POINTS THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR THE ACCURACY OF THE STAKING AND SHALL PROVIDE ALL REPLACEMENT STAKING OR RESTAKING NEEDED. THE CITY WILL PROVIDE THE CONTRACTOR'S SURVEYOR WITH THE HORIZONTAL AND VERTICAL CONTROL NEEDED TO PERFORM THE CONSTRUCTION STAKING. THE CONTRACTOR'S SURVEYOR SHALL PROVIDE THE ORIGINAL FIELD NOTES AND A SET OF THE FIELD NOTES WHICH SHALL CONTAIN AS-CONSTRUCTED LOCATIONS OF THE IMPROVEMENTS CONSTRUCTED UNDER THIS CONTRACT. THESE NOTES SHALL CONTAIN AS A MINIMUM THE CENTER LINE STATION AND OFF SET AND CUT TO EACH TEE, VALVE, BEND, HYDRANT, MANHOLE, CULVERT, CATCH BASIN, INLETS, CLEANOUTS, SIDESEWER, WATER SERVICE, CURB, GUTTER, SIDEWALK, AND ALL OTHER CHANGES IN ALIGNMENT OR GRADE AS MAY BE NEEDED TO DRAW ACCURATE AS CONSTRUCTED RECORDS OF THE PROJECT. THESE NOTES SHALL BE KEPT LEGIBLY, IN A FORMAT CONFORMING TO GOOD ENGINEERING PRACTICE IN A HARD COVERED FIELD BOOK SUPPLIED TO THE CONTRACTORS SURVEYOR BY THE CITY ON REQUEST. THE LUMP SUM UNIT PRICE FOR CONSTRUCTION STAKING WILL BE FULL COMPENSATION FOR ALL SURVEYING NEEDED TO CONSTRUCT THE IMPROVEMENTS TO THE LINE AND GRADE PER THE APPROVED PLANS, AND TO PROVIDE THE REQUIRED CONSTRUCTION AND AS-CONSTRUCTED FIELD NOTES. PARTIAL PAYMENTS FOR THIS ITEM WILL BE MADE IN CONNECTION WITH THE MONTHLY PAY ESTIMATES BASED UPON WORK COMPLETED AS DETERMINED BY THE ENGINEER. ALL ROADWAY STAKING, SUCH AS CENTERLINE, CURBS AND GUTTERS, AND GRADING AND ;PAVING SHALL BE DONE AT A MINIMUM OF 25 FOOT CENTERS. A COPY OF ALL CUT-SHEETS AND SIMILAR WORK SHALL BE GIVEN TO THE CITY AND A COPY OF THE SURVEY CONTROL NOTES SHALL BE GIVEN TO THE CITY WHEN DONE. Supplemental Specifications (Rev 09/01/86) Page 6 1-05.5(3) CONTRACTOR PROVIDED AS-BUILT INFORMATION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO RECORD THE LOCATION, BY CENTERLINE STATION, OFFSET, AND DEPTH BELOW PAVEMENT, OF ALL EXISTING UTILITIES UNCOVERED OR CROSSED DURING HIS WORK AS COVERED ' , UNDER THIS PROJECT. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO HAVE HIS SURVEYOR LOCATE BY CENTERLINE STATION, OFFSET AND ELEVATION, EACH MAJOR ITEM OF WORK DONE UNDER THIS CONTRACT. MAJOR ITEMS OF WORK SHALL BE DEFINED TO INCLUDE THE FOLLOWING ITEMS: I_ MANHOLES CATCH BASINS AND INLETS VALVES VERTICAL AND HORIZONTAL BENDS JUNCTION BOXES CLEANOUTS SIDE SEWERS STREET LIGHTS & STANDARDS HYDRANTS MAJOR CHANGES IN DESIGN GRADE(S) ti VAULTS CULVERTS AFTER THE COMPLETION OF THE WORK COVERED BY THIS CONTRACT, THE CONTRACTORS SURVEYOR SHALL PROVIDE TO THE CITY THE HARD COVER FIELD BOOK(S) CONTAINING THE CONSTRUCTION STAKING, AND AS-BUILT NOTES; AND ONE SET OF WHITE PRINTS OF THE CONSTRUCTION DRAWINGS UPON WHICH HE HAS PLOTTED THE NOTES OF THE _i CONTRACTOR LOCATING EXISTING UTILITIES, AND ONE SET OF WHITE PRINTS OF THE CONSTRUCTION DRAWINGS UPON WHICH HE HAS PLOTTED THE AS-BUILT LOCATION OF THE NEW WORK AS RECORDED IN THE FIELD BOOK(S). THIS DRAWING SHALL BEAR THE SURVEYORS SEAL AND SIGNATURE CERTIFYING ITS ACCURACY. ti THE LUMP SUM UNIT PRICE FOR CONSTRUCTION STAKING WILL BE FULL COMPENSATION FOR ALL SURVEYING NEEDED TO CONSTRUCT THE IMPROVEMENTS TO THE LINE AND GRADE PER THE APPROVED PLANS, AND TO PROVIDE THE REQUIRED CONSTRUCTION AND AS-CONSTRUCTED FIELD NOTES. PARTIAL PAYMENTS FOR THIS ITEM WILL BE MADE IN CONNECTION WITH THE MONTHLY PAY ESTIMATES BASED UPON WORK COMPLETED AS DETERMINED BY THE ENGINEER. 1-05.12 FINAL ACCEPTANCE (REPLACEMENT SECTION) THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING OF THE COMPLETION OF THE WORK WHEREUPON THE ENGINEER WILL PROMPTLY, BY PERSONAL INSPECTION, SATISFY HIMSELF AS TO THE ACTUAL COMPLETION OF THE WORK IN ACCORDANCE WITH THE TERMS OF THE CONTRACT, AND SHALL THEREUPON RECOMMEND TO THE OWNER THAT THE WORK IS ACCEPTABLE. FINAL DETERMINATION OF THE ACCEPTABILITY OF THE WORK SHALL BE MADE BY THE OWNER. ACCEPTANCE BY THE CONTRACTOR OF FINAL COMPENSATION FOLLOWING FINAL ACCEPTANCE BY THE CITY SHALL CONSTITUTE FULL AND FINAL PAYMENT FOR ALL WORK UNDER THE CONTRACT, INCLUDING ANY CLAIM FOR CHANGED CONDITIONS OR CHANGED WORK ORDERS OR EXTRA WORK, DELAY OR ANY OTHER CAUSE FOR CLAIMS FOR ADDITIONAL COMPENSATION. 1-05.15 METHOD OF SERVICE OF NOTICE (REPLACEMENT SECTION) WRITTEN NOTICE SHALL BE DEEMED TO HAVE BEEN DULY SERVED IF DELIVERED IN PERSON TO THE INDIVIDUAL, OR TO A PARTNER OF THE FIRM, OR TO AN OFFICER OF THE CORPORATION OR OWNER OR TO THE CITY CLERK, OR IF SENT BY REGISTERED UNITED STATES MAIL TO THE BUSINESS ADDRESS SHOWN IN THE CONTRACT DOCUMENTS. I ; I Supplemental Specifications (Rev 09/01/86) Page 7 1-05.16 ERRORS AND OMISSIONS (NEW SECTION) IF THE CONTRACTOR, IN THE COURSE OF HIS WORK, BECOMES AWARE OF ANY ERRORS OR OMISSIONS IN THE CONTRACT DOCUMENTS OR IN THE LAYOUT AS GIVEN BY SURVEY POINTS AND INSTRUCTIONS, OR IF HE BECOMES AWARE OF ANY DISCREPANCY BETWEEN THE CONTRACT DOCUMENTS AND THE PHYSICAL CONDITIONS OF THE LOCALITY, HE SHALL IMMEDIATELY INFORM THE ENGINEER. THE ENGINEER, IF HE DEEMS IT NECESSARY, SHALL RECTIFY THE MATTER AND ADVISE THE CONTRACTOR ACCORDINGLY. ANY WORK DONE AFTER SUCH DISCOVERY, UNTIL AUTHORIZED, WILL BE DONE AT THE CONTRACTOR'S RISK. 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1-07.4 SANITATION (ADDITIONAL SECTION) ALL EXPENSES INCURRED IN SUPPLYING ACCESS, PARKING, AND SANITATION FACILITIES SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT AND NO COMPENSATION SHALL BE MADE. 1-07.7 LOAD LIMITS (REPLACEMENT SECTION) ALL MOTOR VEHICLES OF THE CONTRACTOR, SUBCONTRACTORS, AND SUPPLIERS SHALL STRICTLY ADHERE TO CH. 46.44 OF THE MOTOR VEHICLE LAWS OF THE STATE OF WASHINGTON (1967 EDITION AND AMENDMENTS THEREOF) IN REGARD TO SIZE, WEIGHT, AND LOADS OF MOTOR VEHICLES. PAYMENT WILL NOT BE MADE FOR ANY MATERIAL THAT IS DELIVERED IN EXCESS OF THE LEGAL WEIGHT FOR WHICH THE VEHICLE IS LICENSED. ANY VIOLATION OF THESE REGULATIONS SHALL BE REPORTED TO THE AFFECTED LAW ENFORCEMENT AGENT. THE CONTRACTOR IS TO FURNISH TO THE PUBLIC WORKS DIRECTOR A LISTING OF ALL HAUL VEHICLES USED ON THE PROJECT, LISTING THE VEHICLE NUMBER, LICENSE NUMBER, TARE WEIGHT, AND LICENSED LOAD LIMITS. 1-07.9 WAGES (REPLACEMENT SECTION) THIS CONTRACT IS SUBJECT TO CHAPTER 39.12 RCW, AND AMENDMENTS AND ADDITIONS THERETO RELATING TO MINIMUM WAGES. ON FEDERAL AID PROJECTS, FEDERAL WAGE LAWS AND REGULATIONS ARE ALSO APPLICABLE. HOURLY MINIMUM RATES OF WAGES AND FRINGE BENEFITS ARE SHOWN IN THE CONTRACT. WHEN FEDERAL WAGE RATES AND FRINGE BENEFITS ARE LISTED, THEY ARE IN ACCORDANCE WITH THE UNITED STATES DEPARTMENT OF LABOR DECISION NUMBER WA 83-5110. THE CONTRACTOR, ANY SUBCONTRACTOR, OR OTHER PERSON DOING THE WORK OR ANY PART OF IT SHALL NOT PAY ANY WORKMEN, LABORERS, OR MECHANICS LESS THAN THE REQUIRED HOURLY MINIMUM RATES OF WAGES SHOWN IN THE CONTRACT. WAGES IN EXCESS OF SUCH HOURLY RATES MAY BE PAID. IN ADDITION TO THE WAGE RATE DESIGNATED, THE EMPLOYER SHALL CONTRIBUTE FOR EACH COMPENSABLE HOUR THE FRINGE BENEFITS LISTED. IT IS SPECIFICALLY UNDERSTOOD AND AGREED THAT THE WAGE RATES AND FRINGE BENEFITS FOR THIS CONTRACT ARE SUBJECT TO CHANGES, THAT THE BIDDER ACCEPTS FULL RESPONSIBILITY AND ASSUMES THE RISK OF ANY INCREASED LABOR COST BY REASON OF PAYING HIGHER RATES THAN THOSE SHOWN IN THE CONTRACT. THE CITY i ! DOES NOT WARRANT OR REPRESENT THAT LABOR CAN BE PROCURED FOR THE MINIMUM RATES SET FORTH OR AS CHANGED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ASCERTAIN THE WAGES ABOVE SUCH MINIMUM AS HE WILL HAVE TO PAY. THE CONTRACTOR SHALL POST, IN A LOCATION ACCEPTABLE TO THE CITY AND LABOR AND INDUSTRIES, A COPY OF THE APPROVED "STATEMENT OF INTENT TO PAY PREVAILING WAGE", A COPY OF THE PREVAILING WAGE RATES FOR THE PROJECT UPON WHICH THE CONTRACTOR HAS INDICATED THE APPROXIMATE NUMBER OF WORKERS IN EACH CLASSIFICATION; AND THE ADDRESS AND TELEPHONE NUMBER OF THE INDUSTRIAL STATISTICIAN OF THE DEPARTMENT OF LABOR AND INDUSTRIES WHERE A COMPLAINT OR INQUIRY CONCERNING PREVAILING WAGES MAY BE MADE. Supplemental Specifications (Rev 09/01/86) Page 8 1-07.9 CONTINUED ON PROJECTS GOVERNED BY WAGE RATES DETERMINED BY THE STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES AND BY THE U. S. SECRETARY OF LABOR, IF THERE IS A DIFFERENCE BETWEEN THE TWO IN THE PREVAILING RATE OF WAGE FOR A SIMILAR CLASSIFICATION OF LABOR, THE CONTRACTOR SHALL PAY NOT LESS THAN THE WAGE WHICH IS THE HIGHER OF THE TWO. IF THE CONTRACTOR MAKES USE OF APPRENTICES ON PROJECTS GOVERNED BY WAGE RATES DETERMINED BY THE STATE DEPARTMENT OF LABOR AND INDUSTRIES, HE SHALL PRESENT TO THE ENGINEER WRITTEN EVIDENCE OF REGISTRATION OF SUCH EMPLOYEES IN A PROGRAM APPROVED BY THE STATE APPRENTICESHIP COUNCIL AND THE PERIOD OF PROGRESSION FOR EACH SUCH APPRENTICE EMPLOYEE. IF THE CONTRACTOR MAKES USE OF APPRENTICES ON PROJECTS GOVERNED BY WAGE RATES DETERMINED BY THE U. S. SECRETARY OF LABOR, HE SHALL PRESENT TO THE ENGINEER WRITTEN EVIDENCE OF REGISTRATION OF SUCH EMPLOYEES IN A PROGRAM OF A STATE APPRENTICESHIP AND TRAINING AGENCY APPROVED AND RECOGNIZED BY THE U. S. BUREAU OF APPRENTICESHIP AND TRAINING. IN THE ABSENCE OF SUCH A STATE AGENCY, THE CONTRACTOR SHALL SUBMIT EVIDENCE OF APPROVAL AND REGISTRATION BY THE U. S. BUREAU OF APPRENTICESHIP AND • TRAINING. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER WRITTEN EVIDENCE OF THE ESTABLISHED APPRENTICE JOURNEYMAN RATIOS AND WAGE RATES IN THE PROJECT AREA, WHICH WILL BE THE BASIS FOR ESTABLISHING SUCH RATIOS AND RATES FOR THE PROJECT UNDER THE APPLICABLE CONTRACT PROVISIONS. IF ANY DISPUTE ARISES AS TO WHAT ARE THE PREVAILING RATES OF WAGES FOR WORK OF A SIMILAR NATURE TO THAT CONTEMPLATED UNDER THE CONTRACT AND SUCH DISPUTE CANNOT BE ADJUSTED BY THE PARTIES OF INTEREST, INCLUDING LABOR AND MANAGEMENT REPRESENTATIVES, THE MATTER SHALL BE REFERRED TO THE DIRECTOR OF THE DEPARTMENT OF LABOR AND INDUSTRIES OF THE STATE OF WASHINGTON (OR TO THE UNITED STATES SECRETARY OF LABOR WHEN PREVAILING WAGES ESTABLISHED BY THAT OFFICE ARE INVOLVED), AND HIS DECISION THEREIN SHALL BE FINAL, CONCLUSIVE AND BINDING ON ALL PARTIES INVOLVED IN THE DISPUTE. IF THE CONTRACTOR MAKES USE OF A LABOR CLASSIFICATION NOT LISTED IN THE SPECIAL PROVISIONS, THE CONTRACTOR SHALL REQUEST THE DETERMINATION OF THE APPROPRIATE WAGE RATE FOR THE CLASSIFICATION AND FOR THE AREA IN WHICH WORK IS PERFORMED, FROM THE INDUSTRIAL STATISTICIAN OF THE DEPARTMENT OF LABOR AND INDUSTRIES. BEFORE THE CITY WILL RELEASE EACH PROGRESS ESTIMATE PAYMENT CHECK, THE CONTRACTOR MUST SUBMIT A "CERTIFICATION BY GENERAL CONTRACTOR"(FORM SUPPLIED BY CITY), CONFIRMING THAT PREVAILING WAGE RATES HAVE BEEN PAID. ON FEDERAL-AID PROJECTS THE CONTRACTOR AND EACH SUBCONTRACTOR SHALL ALSO FURNISH WEEKLY PAYROLL STATEMENTS TO THE ENGINEER. IF THE CONTRACTOR UTILIZES THE OCCUPATION CODE WHEN SUBMITTING PAYROLLS AND WAGE AFFIDAVITS, AND MORE THAN ONE JURISDICTIONAL AREA IS INVOLVED IN THE PROJECT, THE JURISDICTIONAL AREA INVOLVED SHALL BE SHOWN IMMEDIATELY FOLLOWING THE OCCUPATION CODE NUMBER, I.E.: 10-0010 YAK.E. THE CONTRACTOR'S RECORDS PERTAINING TO WAGES PAID AND PAYROLLS SHALL BE OPEN TO INSPECTION OR AUDIT BY REPRESENTATIVES OF THE CITY DURING THE LIFE OF THE CONTRACT AND FOR A PERIOD OF NOT LESS THAN THREE (3) YEARS AFTER THE DATE OF ACCEPTANCE THEREOF, AND THE CONTRACTOR SHALL RETAIN SUCH RECORDS FOR THAT PERIOD. WHERE SUCH RECORDS PERTAINING TO WAGES PAID AND PAYROLLS FOR THE CONTRACT ARE MAINTAINED BY SUBCONTRACTORS OR AGENTS OF THE CONTRACTOR, THE CONTRACTOR EXPRESSLY GUARANTEES THAT THE RECORDS OF SUCH SUBCONTRACTORS OR AGENTS SHALL BE OPEN TO INSPECTION AND AUDIT BY REPRESENTATIVES OF THE CITY ON THE SAME TERMS AND CONDITIONS AS THE RECORDS OF THE CONTRACTOR. IF AN AUDIT IS TO BE COMMENCED MORE THAN SIXTY (60) DAYS AFTER THE ACCEPTANCE DATE OF THE CONTRACT, THE CONTRACTOR WILL BE GIVEN A REASONABLE NOTICE OF THE TIME WHEN SUCH AUDIT IS TO BEGIN. BEFORE PAYMENT IS MADE BY THE CITY OF ANY SUMS DUE UNDER THIS CONTRACT, THE CITY MUST RECEIVE FROM THE CONTRACTOR AND EACH SUBCONTRACTOR, A COPY OF "STATEMENT OF INTENT TO PAY PREVAILING WAGES" Supplemental Specifications (Rev 09/01/86) Page 9 1-7.9 CONTINUED (FORM L & I NUMBER 700-29) AS SIGNED AND APPROVED BY THE WASHINGTON STATE DEPARTMENT OF LABOR AND INDUSTRIES. UPON COMPLETION OF THIS CONTRACT, THE CITY MUST RECEIVE FROM THE CONTRACTOR AND EACH SUBCONTRACTOR A COPY OF "AFFIDAVIT OF WAGES PAID" (FORM L & I NUMBER 700-7 STATE DEPARTMENT OF LABOR AND INDUSTRIES) CERTIFYING THAT ALL PREVAILING WAGE REQUIREMENTS HAVE BEEN SATISFIED. THESE AFFIDAVITS WILL BE REQUIRED BEFORE ANY FUNDS RETAINED, ACCORDING TO THE PROVISIONS OF RCW 60.28.010, ARE RELEASED TO THE CONTRACTOR. FORMS MAY BE OBTAINED FROM THE DEPARTMENT OF LABOR AND INDUSTRIES. A FEE OF $12.50 PER EACH "STATEMENT OF INTENT TO PAY PREVAILING WAGES" AND "AFFIDAVIT OF WAGES PAID" IS REQUIRED TO ACCOMPANY EACH FORM SUBMITTED TO THE DEPARTMENT OF LABOR AND INDUSTRIES. THE CONTRACTOR IS RESPONSIBLE FOR PAYMENT OF THESE FEES AND SHALL MAKE ALL APPLICATIONS DIRECTLY TO THE DEPARTMENT OF LABOR AND INDUSTRIES. THESE FEES SHALL BE INCIDENTAL TO ALL THE BID ITEMS OF THIS CONTRACT. • IN ADDITION, THE PRIME CONTRACTOR SHALL SUBMIT TO THE WASHINGTON STATE DEPARTMENT OF LABOR AND INDUSTRIES A "REQUEST FOR RELEASE" FORM PROVIDED BY THE DEPARTMENT OF LABOR AND INDUSTRIES. 1-07.11(9) SUBCONTRACTING (ADDITIONAL SECTION) BEFORE PAYMENT OF THE FINAL ESTIMATE, THE CONTRACTOR SHALL SUBMIT AN AFFIDAVIT OF AMOUNTS PAID TO MINORITY BUSINESS ENTERPRISE AND OF WOMEN BUSINESS ENTERPRISE PARTICIPANTS ON THE FORM PROVIDED BY THE CITY; CERTIFYING THE AMOUNTS PAID TO MINORITY BUSINESS AND OR WOMEN BUSINESS ENTERPRISE PARTICIPANTS. 1-07.11(10) RECORDS AND REPORTS (REPLACEMENT SECTION) THE CONTRACTOR WILL BE REQUIRED TO COMPLETE AND SUBMIT THE FOLLOWING DOCUMENTS BEFORE PROGRESS AND OR FINAL PAYMENTS TO THE CONTRACTOR WILL BE APPROVED BY THE PUBLIC WORKS DIRECTOR: 1. EACH MONTH - DEPARTMENT OF LABOR STANDARD FORM 257 2. EACH JULY - STATE HIGHWAY FORM PR-1391 THE OWNER WILL FURNISH THESE FORMS TO THE PRIME CONTRACTOR DURING THE PRECONSTRUCTION MEETING. AN EQUAL EMPLOYMENT OPPORTUNITY REPORT CERTIFICATE SHALL BE EXECUTED BY THE BIDDER WITH HIS BID PROPOSAL ON THIS PROJECT AND WHICH COMES WITHIN THE PROVISIONS OF THE EQUAL EMPLOYMENT OPPORTUNITY REGULATIONS OF THE SECRETARY OF LABOR AS REVISED MAY 21, 1968. THE FORM OF CERTIFICATE WILL BE FURNISHED TO THE CONTRACTOR WITH THE PROPOSAL, WHICH THE CONTRACTOR WILL NEED TO COMPLETE, STATING AS TO WHETHER HE, HIS FIRM, ASSOCIATION, PARTNERSHIP, OR CORPORATION HAS PARTICIPATED IN ANY PREVIOUS CONTRACTS OR SUBCONTRACTS SUBJECT TO THE EQUAL OPPORTUNITY CLAUSE AND IF SO, WHETHER OR NOT HE HAS SUBMITTED ALL REPORTS DUE UNDER APPLICABLE FILING REQUIREMENTS. FAILURE ON THE PART OF THE BIDDER TO FURNISH THE REQUIRED CERTIFICATE WILL BE DUE CAUSE FOR REJECTION OF HIS BID. IF A PROPOSAL LACKS AN EEO REPORT CERTIFICATE, AND THE CONTRACTOR WOULD OTHERWISE BE AWARDED THE CONTRACT, THE CONTRACTOR SHALL HAVE 10 DAYS AFTER NOTICE BY THE DIRECTOR OF PUBLIC WORKS TO PROVIDE THE SAME. IF THE CONTRACTOR REFUSES OR FAILS WITHIN THAT TIME TO PROVIDE THE CERTIFICATE, THEN THE PROPOSAL GUARANTEE, IN THE FORM OF BOND, CHECK, OR CASH WHICH ACCOMPANIED THE BID, WILL BE FORFEITED TO THE CITY. Supplemental Specifications (Rev 09/01/86) Page 10 1-07.11(10) CONTINUED WHENEVER A CONTRACTOR REQUESTS PERMISSION TO SUBLET A PART OF ANY CONTRACT AND SUCH CONTRACT COMES WITHIN THE PROVISIONS OF THE EQUAL OPPORTUNITY REGULATIONS OF THE SECRETARY OF LABOR, REVISED MAY 21, 1968, HE SHALL OBTAIN THIS CERTIFICATION FROM HIS PROPOSED SUBCONTRACTOR AND FORWARD IT TOGETHER WITH SUCH REQUEST. NO SUBCONTRACT WILL BE APPROVED BEFORE RECEIPT OF SUCH CERTIFICATION FROM THE SUBCONTRACTOR. ; FOR THIS PURPOSE, CERTIFICATION FORMS MAY BE OBTAINED FROM THE PROJECT ENGINEER ASSIGNED TO THIS PROJECT. 1-07.13 CONTRACTOR'S RESPONSIBILITY FOR WORK (REPLACEMENT SECTION) THE WORK SHALL BE UNDER THE CONTRACTOR'S RESPONSIBLE CARE AND CHARGE. THE CONTRACTOR SHALL BEAR ALL LOSS AND DAMAGE WHATSOEVER AND FROM WHATSOEVER CAUSE, EXCEPT THAT CAUSED SOLELY BY THE ACT OF THE OWNER WHICH MAY OCCUR ON OR TO THE WORK DURING THE FULFILLMENT OF THE CONTRACT. l- IF ANY SUCH LOSS OR DAMAGE OCCURS, THE CONTRACTOR SHALL IMMEDIATELY MAKE GOOD ANY SUCH LOSS OR DAMAGE, AND IN THE EVENT OF THE CONTRACTOR REFUSING OR NEGLECTING TO DO SO, THE OWNER MAY, ITSELF OR BY THE EMPLOYMENT OF SOME OTHER PERSON, MAKE GOOD ANY SUCH LOSS OR DAMAGE, AND THE COST AND EXPENSE OF SO DOING SHALL BE CHARGED TO THE CONTRACTOR. THE CONTRACTOR ALONE SHALL AT ALL TIMES BE RESPONSIBLE FOR THE SAFETY OF HIS AND HIS SUBCONTRACTOR'S EMPLOYEES, AND FOR HIS AND HIS SUBCONTRACTOR'S PLANT AND EQUIPMENT AND THE METHOD OF PROSECUTING THE WORK. DURING UNFAVORABLE WEATHER AND OTHER CONDITIONS, THE CONTRACTOR SHALL PURSUE ONLY SUCH PORTIONS OF THE WORK AS SHALL NOT BE DAMAGED THEREBY. NO PORTION OF THE WORK WHOSE SATISFACTORY QUALITY OR EFFICIENCY WILL BE AFFECTED BY UNFAVORABLE CONDITIONS SHALL BE CONSTRUCTED WHILE THESE CONDITIONS EXIST, UNLESS BY SPECIAL MEANS OR PRECAUTIONS ACCEPTABLE TO THE ENGINEER, THE CONTRACTOR SHALL BE ABLE TO OVERCOME THEM. 1-07.14 RESPONSIBILITY FOR DAMAGE (ADDITIONAL SECTION) THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTROLLING DUST AND MUD WITHIN THE PROJECT LIMITS AND ON ANY STREET WHICH IS UTILIZED BY HIS EQUIPMENT FOR THE DURATION OF THE PROJECT. THE CONTRACTOR SHALL BE PREPARED TO USE WATERING TRUCKS, POWER SWEEPERS, AND OTHER PIECES OF EQUIPMENT AS DEEMED NECESSARY BY THE ENGINEER, TO AVOID CREATING A NUISANCE. DUST AND MUD CONTROL SHALL BE CONSIDERED AS INCIDENTAL TO THE PROJECT, AND NO COMPENSATION WILL BE MADE FOR THIS SECTION. COMPLAINTS OF DUST, MUD OR UNSAFE PRACTICES AND/OR PROPERTY DAMAGE TO PRIVATE OWNERSHIP WILL BE TRANSMITTED TO THE CONTRACTOR AND PROMPT ACTION IN CORRECTING THEM WILL BE REQUIRED BY THE CONTRACTOR. 1-07.16 PROTECTION AND RESTORATION OF PROPERTY (REPLACEMENT SECTION) THE OWNER WILL OBTAIN ALL EASEMENTS AND FRANCHISES REQUIRED FOR THE PROJECT. THE CONTRACTOR SHALL LIMIT HIS OPERATION TO THE AREAS OBTAINED AND SHALL NOT TRESPASS ON PRIVATE PROPERTY. THE OWNER MAY PROVIDE CERTAIN LANDS, AS INDICATED IN CONNECTION WITH THE WORK UNDER THE CONTRACT TOGETHER WITH THE RIGHT OF ACCESS TO SUCH LANDS. THE CONTRACTOR SHALL NOT UNREASONABLY ENCUMBER THE PREMISES WITH HIS EQUIPMENT OR MATERIALS. Supplemental Specifications (Rev 09/01/86) Page 11 1-07.16 CONTINUED THE CONTRACTOR SHALL PROVIDE, WITH NO LIABILITY TO THE OWNER, ANY ADDITIONAL LAND AND ACCESS THERETO NOT SHOWN OR DESCRIBED THAT MAY BE REQUIRED FOR TEMPORARY CONSTRUCTION FACILITIES OR STORAGE OF MATERIALS. HE SHALL CONSTRUCT ALL ACCESS ROADS, DETOUR ROADS, OR OTHER TEMPORARY WORK AS REQUIRED BY HIS OPERATIONS. THE CONTRACTOR SHALL CONFINE HIS EQUIPMENT, STORAGE OF MATERIAL, AND OPERATION OF HIS WORKERS TO THOSE AREAS SHOWN AND DESCRIBED AND SUCH ADDITIONAL AREAS AS HE MAY PROVIDE. A. GENERAL. ALL CONSTRUCTION WORK UNDER THIS CONTRACT ON EASEMENTS, RIGHT-OF-WAY, OVER PRIVATE —I, PROPERTY OR FRANCHISE, SHALL BE CONFINED TO THE LIMITS OF SUCH EASEMENTS, RIGHT-OF-WAY OR FRANCHISE. ALL WORK SHALL BE ACCOMPLISHED SO AS TO CAUSE THE LEAST AMOUNT OF DISTURBANCE AND A MINIMUM AMOUNT OF DAMAGE. THE CONTRACTOR SHALL SCHEDULE HIS WORK SO THAT TRENCHES ACROSS EASEMENTS SHALL NOT BE LEFT OPEN DURING WEEKENDS OR HOLIDAYS AND TRENCHES SHALL NOT BE OPEN FOR MORE THAN 48 HOURS. B. STRUCTURES. THE CONTRACTOR SHALL REMOVE SUCH EXISTING STRUCTURES AS MAY BE NECESSARY FOR THE PERFORMANCE OF THE WORK AND, IF REQUIRED, SHALL REBUILD THE STRUCTURES THUS REMOVED IN AS GOOD A CONDITION AS FOUND. HE SHALL ALSO REPAIR ALL EXISTING STRUCTURES WHICH MAY BE DAMAGED AS A RESULT OF THE WORK UNDER THIS CONTRACT. C. EASEMENTS - CULTIVATED AREAS AND OTHER SURFACE IMPROVEMENTS. ALL CULTIVATED AREAS, EITHER AGRICULTURAL OR LAWNS, AND OTHER SURFACE IMPROVEMENTS WHICH ARE DAMAGED BY ACTIONS OF THE CONTRACTOR SHALL BE RESTORED AS NEARLY AS POSSIBLE TO THEIR ORIGINAL CONDITION. PRIOR TO EXCAVATION ON AN EASEMENT OR PRIVATE RIGHT-OF-WAY, THE CONTRACTOR SHALL STRIP TOP SOIL FROM THE TRENCH OR CONSTRUCTION AREA AND STOCKPILE IT IN SUCH A MANNER THAT IT MAY BE REPLACED BY HIM, UPON COMPLETION OF CONSTRUCTION. ORNAMENTAL TREES AND SHRUBBERY SHALL BE CAREFULLY REMOVED WITH THE EARTH SURROUNDING THEIR ROOTS WRAPPED IN BURLAP AND REPLANTED IN THEIR ORIGINAL POSITIONS WITHIN 48 HOURS. ALL SHRUBBERY OR TREES DESTROYED OR DAMAGED, SHALL BE REPLACED BY THE CONTRACTOR WITH MATERIAL OF EQUAL QUALITY AT NO ADDITIONAL COST TO THE OWNER. IN THE EVENT THAT IT IS NECESSARY TO TRENCH THROUGH ANY LAWN AREA, THE SOD SHALL BE CAREFULLY CUT AND ROLLED AND REPLACED AFTER THE TRENCHES HAVE BEEN BACKFILLED. THE LAWN AREA SHALL BE CLEANED BY SWEEPING OR OTHER MEANS, OF ALL EARTH AND DEBRIS. THE CONTRACTOR SHALL USE RUBBER WHEEL EQUIPMENT SIMILAR TO THE SMALL TRACTOR-TYPE BACKHOES USED BY SIDE SEWER CONTRACTORS FOR ALL WORK, INCLUDING EXCAVATION AND BACKFILL, ON EASEMENTS OR RIGHTS-OF-WAY WHICH HAVE LAWN AREAS. ALL FENCES, MARKERS, MAIL BOXES, OR OTHER TEMPORARY OBSTACLES SHALL BE REMOVED BY THE CONTRACTOR AND IMMEDIATELY REPLACE, AFTER THE TRENCH IS BACKFILLED, IN THEIR ORIGINAL POSITION. THE CONTRACTOR SHALL NOTIFY THE OWNER AND PROPERTY OWNER AT LEAST 24 HOURS IN ADVANCE OF ANY WORK DONE ON EASEMENTS OR RIGHTS-OF-WAY. DAMAGE TO EXISTING STRUCTURES OUTSIDE OF EASEMENT AREAS THAT MAY RESULT FROM DEWATERING AND/OR OTHER CONSTRUCTION ACTIVITY UNDER THIS CONTRACT SHALL BE RESTORED TO THEIR ORIGINAL CONDITION OR BETTER. THE ORIGINAL CONDITION SHALL BE ESTABLISHED BY PHOTOGRAPHS TAKEN AND/OR INSPECTION MADE PRIOR TO CONSTRUCTION. ALL SUCH WORK SHALL BE DONE TO THE SATISFACTION OF THE PROPERTY OWNERS AND THE OWNER AT THE EXPENSE OF THE CONTRACTOR. D. STREETS. THE CONTRACTOR WILL ASSUME ALL RESPONSIBILITY OF RESTORATION OF THE SURFACE OF ALL STREETS (TRAVELLED WAYS) USED BY HIM IF DAMAGED. IN THE EVENT THE CONTRACTOR DOES NOT HAVE LABOR OR MATERIAL IMMEDIATELY AVAILABLE TO MAKE NECESSARY REPAIRS, THE CONTRACTOR SHALL SO INFORM THE OWNER. THE OWNER WILL MAKE THE NECESSARY REPAIRS AND THE COST OF SUCH REPAIRS SHALL BE PAID BY THE CONTRACTOR. Supplemental Specifications (Rev 09/01/86) Page 12 1-07.17 UTILITIES AND SIMILAR FACILITIES (ADDITIONAL SECTION) LOCATION AND DIMENSIONS SHOWN ON THE PLANS FOR EXISTING UNDERGROUND FACILITIES ARE IN ACCORDANCE WITH THE BEST AVAILABLE INFORMATION WITHOUT UNCOVERING AND MEASURING. THE OWNER DOES NOT GUARANTEE THE SIZE AND LOCATION OF EXISTING FACILITIES. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT ALL PUBLIC AND PRIVATE COMPANIES HAVING UTILITIES AND/OR FACILITIES IN THE VICINITY OF THE CONSTRUCTION AREA. CALL BEFORE YOU DIG THE 48 HOUR LOCATORS 1-800-424-5555 IF, IN THE PROSECUTION OF THE WORK, IT BECOMES NECESSARY TO INTERRUPT EXISTING SURFACE DRAINAGE, SEWERS, UNDERDRAINS, CONDUIT, UTILITIES, SIMILAR UNDERGROUND STRUCTURES, OR PARTS THEREOF, THE CONTRACTOR SHALL BE RESPONSIBLE FOR, AND SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT AND PROVIDE TEMPORARY SERVICES FOR SAME. THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, REPAIR ALL DAMAGE TO SUCH FACILITIES OR STRUCTURES DUE TO THIS CONSTRUCTION OPERATION TO THE SATISFACTION OF THE CITY; EXCEPT FOR CITY OWNED FACILITIES WHICH WILL BE REPAIRED BY THE UTILITY DEPARTMENT AT CONTRACTOR'S EXPENSE, OR BY THE CONTRACTOR AS DIRECTED BY THE CITY. 1-07.23(1) PUBLIC CONVENIENCE AND SAFETY (ADDITIONAL SECTION) THE CONTRACTOR SHALL NOTIFY ALL PROPERTY OWNERS ALONG THE CONSTRUCTION AREA PRIOR TO CONSTRUCTION. THE NOTICE SHALL CONTAIN A DISCRIPTION OF THE SCOPE OF THE PROJECT, THE CONTRACTORS NAME AND ADDRESS, THE CONTRACTORS REPRESENTITIVES NAME AND OFFICE AND EMERGENCY PHONE NUMBERS AND THE OWNERS REPRESENTITIVES NAME AND PHONE NUMBER. THE NOTICE SHALL BE MAILED OR DELIVERED TO EACH PROPERTY USING A PLASTIC ENVELOPE TO BE HUNG ON THE DOOR HANDLE. PLASTIC ENVELOPES WILL BE SUPPLIED BY THE; CITY ON REQUEST. THE CONTRACTOR SHALL ALSO NOTIFY ALL LOCAL POLICE, TRANSIT, AND FIRE DEPARTMENTS; AND SCHOOL() DISTRICTS PRIOR TO CONSTRUCTION. NAMES AND ADDRESSES WILL BE FURNISHED BY THE OWNER ON REQUEST. THE CONTRACTOR SHALL FURTHER NOTIFY EACH OCCUPANT IN PERSON A MINIMUM OF THREE DAYS PRIOR TO CONSTRUCTION IN FRONT OF EACH PROPERTY. 1-07.23(3) FLAGMEN, BARRICADES, AND SIGNS (REPLACEMENT SECTION) I ; FLAGMEN, BARRICADES, SIGNS AND TRAFFIC CONTROL FURNISHED SHALL CONFORM TO THE STANDARDS ESTABLISHED IN THE LATEST ADOPTED EDITION OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES", PUBLISHED BY THE U. S. DEPARTMENT OF TRANSPORTATION. COPIES MAY BE PURCHASED FROM THE SUPERINTENDENT OF DOCUMENTS, U. S. GOVERNMENT PRINTING OFFICE, WASHINGTON, D.C., 20402. THE CONTRACTOR SHALL IMPLEMENT THE TRAFFIC CONTROL PLAN(S) APPEARING IN THE CONTRACT PLANS, AS APPLICABLE. IF THE CONTRACTOR'S PLAN OF OPERATIONS IS IN CONFLICT WITH THE CONTRACT TRAFFIC CONTROL• PLAN, HE MAY PROPOSE MODIFICATION OF THE TRAFFIC CONTROL PLAN BY SHOWING THE NECESSARY CONSTRUCTION SIGNS AND BARRICADES REQUIRED FOR THE PROJECT, AND SUBMIT IT TO THE ENGINEER FOR APPROVAL AT LEAST TEN DAYS IN ADVANCE OF THE TIME THE SIGNS AND BARRICADES WILL BE REQUIRED. THE CONTRACTOR SHALL, AT HIS OWN EXPENSE PROVIDE ALL SIGNS, BARRICADES, GUARDS, FLAGMEN , AND EQUIPMENT, CONSTRUCTION WARNINGS, AND NIGHT LIGHTS IN ORDER TO PROTECT THE PUBLIC AT ALL TIMES FROM INJURY AS OF RESULT OF HIS OPERATIONS (SEE M.U.T.C.D.). IF THE CONTRACTOR SHOULD FAIL TO MAINTAIN SUFFICIENT LIGHTS AND BARRICADES, IN THE OPINION OF THE ENGINEER, THE CITY SHALL HAVE THE RIGHT TO PROVIDE THESE LIGHTS AND BARRICADES AND DEDUCT SUCH COSTS FROM PAYMENTS DUE THE CONTRACTOR. WORK SHALL BE RESTRUCTURED, THE ORDER OF WORK MODIFIED, THE HOURS OF WORK MODIFIED OR THE WORK HALTED ALTOGETHER AT THE ENGINEER'S DISCRETION WHEN THE ENGINEER FINDS SUCH A COURSE OR COURSES OF ACTION NECESSARY TO PROTECT THE PUBLIC OR THE CONTRACTOR'S SAFETY, HEALTH, AND WELFARE ALL SIGNS REMOVED SHALL BE SALVAGED AND DELIVERED TO THE CITY YARD. Supplemental Specifications (Rev 09/01/86) Page 13 1-07.23(3) CONTINUED ALL COSTS IN CONNECTION WITH THE PROTECTION AND MOVEMENT OF VEHICULAR AND PEDESTRIAN TRAFFIC SHALL BE CONSIDERED INCIDENTAL TO THE WORK INVOLVED OR SHALL BE INCLUDED IN THE LUMP SUM PRICE ITEM "TRAFFIC CONTROL" IF SUCH AN ITEM IS INCLUDED IN THE PROJECT. TRAFFIC MOVEMENT SHALL HEREIN BE DEFINED AS APPLYING TO BOTH VEHICULAR AND PEDESTRIAN TRAFFIC. THE ENGINEER SHALL BE THE CITY OF RENTON PUBLIC WORKS DIRECTOR OR HIS DULY AUTHORIZED REPRESENTATIVE (i.e. PROJECT ENGINEER, INSPECTOR) AS USED THROUGHOUT THIS SPECIFICATION. THE FOLLOWING IS A SUMMARY OF REGULATIONS THAT WILL APPLY TO TRAFFIC CONTROL OPERATIONS ON THIS PROJECT, BUT DOES NOT LIMIT OR SUPERSEDE OTHER REGULATIONS OF THE STANDARD SPECIFICATIONS: 1. THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS", AS WELL AS THE FEDERAL HIGHWAY ADMINISTRATION (FHWA) "TRAFFIC CONTROL IN CONSTRUCTION AND MAINTENANCE WORK ZONES" TECHNICAL REPORT MAY 1977, SHALL BE USED AS A GUIDELINE FOR THIS PROJECT. 2. AT THE PROJECT PRE-CONSTRUCTION CONFERENCE THE CONTRACTOR SHALL DISCUSS HIS TRAFFIC CONTROL PLAN AND DESIGNATE THE PERSON RESPONSIBLE FOR TRAFFIC CONTROL AT THE WORK SITE. THE TCP SHALL INCLUDE DESCRIPTIONS OF THE TRAFFIC CONTROL METHODS AND DEVICES TO BE USED BY THE PRIME CONTRACTOR/SUB-CONTRACTORS AND WILL BE SUBJECT TO REVIEW AND APPROVAL BY THE ENGINEER. 3. DURING ALL PHASES OF CONSTRUCTION, TRAFFIC MOVEMENT SHALL BE MAINTAINED AS NEAR NORMAL AS POSSIBLE AND REASONABLE ACCESS MAINTAINED TO PROPERTIES ADJACENT TO THE RIGHT OF WAY LINE. 4. ALL TRAVELED PORTIONS OF ROADWAYS WILL BE OPEN TO TRAFFIC DURING PEAK TRAFFIC PERIODS, 6:30 TO 8:30 A.M. AND 3:00 to 6:00 P.M. OR AS DIRECTED BY THE ENGINEER. 5. ON OR BEFORE THE FIRST DAY OF WORK AFFECTING TRAVE LED ROADWAY, THE CONTRACTOR WILL BE REQUIRED TO HAVE THE TRAFFIC CONTROL DEVICES TO BE USED INSPECTED AND APPROVED BY THE ENGINEER AS TO COMPLIANCE WITH MUTCD/FHWA STANDARDS. NO WORK SHALL BE DONE ON DR ADJACENT TO THE ROADWAY UNTIL ALL NECESSARY SIGNS AND TRAFFIC CONTROL DEVICES ARE IN PLACE. 6. WORK SITE TRAFFIC CONTROL WILL BE SUBJECT TO PERIODIC INSPECTION BY THE ENGINEER; GINEE , THE CONTRACTOR WILL BE REQUIRED TO TAKE TIMELY AND APPROPRIATE ACTION TO CORRECT CONDITIONS THAT ARE UNSAFE OR CAUSING UNDUE DELAY TO TRAFFIC MOVEMENT. 7. IF THE CONTRACTOR FAILS TO TAKE SUCH TIMELY AND APPROPRIATE CORRECTIVE ACTION, THE ENGINEER CAN ORDER A STOP TO FURTHER WORK UNTIL THE CONDITIONS ARE CORRECTED, OR ORDER CORRECTIVE ACTIONS TO BE PERFORMED BY OTHERS WITH ALL COSTS INCURRED THEREOF DEDUCTED FROM PAYMENTS DUE OR COMING DUE THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE FLAGMEN, BARRICADES, LIGHTS AND SIGNS FOR THE PROTECTION OF THE WORK AND THE PUBLIC AT ALL TIMES, AND THE CONTRACTOR AND HIS SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BY REASON OF THE CONTRACTOR'S OPERATIONS OR ANY NEGLIGENCE IN CONNECTION THEREIN. Supplemental Specifications (Rev 09/01/86) Page 14 1-07.23(6) DUST CONTROL (ADDITIONAL SECTION) —i THE CONTRACTOR SHALL PROVIDE A MINIMUM 1,500 GALLON CAPACITY WATER TRUCK WITH A PRESSURE SPRAY SYSTEM DESIGNED FOR STREET CLEANING. THE STREETS SHALL BE CLEANED OF DUST AND DEBRIS AT THE END OF EACH WORKING DAY. IN ADDITION, THE CONTRACTOR SHALL PROVIDE SPRINKLING, AS NECESSARY, TO ALLEVIATE DUST NUISANCE OR AS DIRECTED BY THE ENGINEER. 1-07.24 RIGHTS OF WAY (ADDITIONAL SECTION) THE CITY SHALL OBTAIN ALL EASEMENTS AND ACCESS PERMISSION NECESSARY TO THE CONSTRUCTION OF ALL IMPROVEMENTS LOCATED ON PRIVATE PROPERTY AND PAY ALL COSTS OF THE SAME. COPIES OF ALL EASEMENTS AND ACCESS PERMISSION WILL BE PROVIDED TO THE CONTRACTOR. THE CONTRACTOR SHALL PERFORM ALL WORK ON PRIVATE PROPERTY IN STRICT COMPLIANCE WITH THE TERMS AND CONDITIONS OF THE EASEMENTS AND RIGHT-OF- j ACCESS DOCUMENTS. 1-08 PROSECUTION AND PROGRESS 1-08.3 PROGRESS SCHEDULE (REPLACEMENT SECTION) IMMEDIATELY AFTER EXECUTION AND DELIVERY OF THE CONTRACT, AND BEFORE THE FIRST PARTIAL PAYMENT ID MADE, THE CONTRACTOR SHALL DELIVER TO THE ENGINEER AN ESTIMATED CONSTRUCTION PROGRESS SCHEDULE IN A FORM SATISFACTORY TO THE ENGINEER, SHOWING THE PROPOSED DATES OF COMMENCEMENT AND COMPLETION OF EACH OF THE VARIOUS PAY ITEMS OF WORK REQUIRED UNDER THE CONTRACT DOCUMENTS AND THE ANTICIPATED AMOUNT OF EACH MONTHLY PAYMENT THAT WILL BECOME DUE TO THE CONTRACTOR IN ACCORDANCE WITH THE PROGRESS SCHEDULE. THE CONTRACTOR SHALL ALSO FURNISH PERIODIC ITEMIZED ESTIMATES OF WORK DONE FOR THE PURPOSE OF MAKING PARTIAL PAYMENTS THEREON. THE COST INCURRED ON MAKING UP ANY OF THESE SCHEDULES WILL BE USED ONLY FOR DETERMINING THE BASIS OF PARTIAL PAYMENTS AND WILL NOT BE CONSIDERED AS FIXING A BASIS FOR ADDITIONS TO OR DEDUCTIONS FROM THE CONTRACT. SHOULD IT BECOME EVIDENT AT ANY TIME DURING CONSTRUCTION THAT OPERATIONS WILL OR MAY FALL BEHIND THE SCHEDULE OF THIS FIRST PROGRAM, THE CONTRACTOR SHALL, UPON REQUEST, PROMPTLY SUBMIT REVISED SCHEDULES IN THE SAME FORM AS SPECIFIED HEREIN, SETTING OUT OPERATIONS, METHODS, AND EQUIPMENT, ADDED LABOR FORCES OR WORKING SHIFTS, NIGHT WORK, ETC., BY WHICH THE LOST TIME WILL BE MADE UP, AND CONFER WITH THE ENGINEER UNTIL AN APPROVED MODIFICATION OF THE ORIGINAL SCHEDULE HAS BEEN SECURED. FURTHER, IF AT ANY TIME A PORTION OF THE ACCEPTED SCHEDULE IS FOUND TO CONFLICT WITH THE j I CONTRACT PROVISIONS, IT SHALL UPON REQUEST BE REVISED BY THE CONTRACTOR AND THE WORK SHALL BE PERFORMED IN COMPLIANCE WITH THE CONTRACT PROVISIONS. PAYMENTS OF ANY FURTHER ESTIMATES TO THE CONTRACTOR AFTER SUCH REQUEST IS MADE AND UNTIL AN APPROVED MODIFIED SCHEDULE HAS BEEN PROVIDED BY THE CONTRACTOR MAY BE WITHHELD. EXECUTION OF THE WORK ACCORDING TO THE ACCEPTED SCHEDULE OF CONSTRUCTION OF APPROVED MODIFICATIONS THEREOF, IS HEREBY MADE AN OBLIGATION OF THE CONTRACT. 1-08.3(1) PRE-CONSTRUCTION CONFERENCE (NEW SECTION) PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR, ENGINEER, ALL SUBCONTRACTORS, UTILITY DEPARTMENT, QUASI PUBLIC UTILITY COMPANIES, AND OTHER INTERESTED PARTIES SHALL ATTEND A PRE- CONSTRUCTION CONFERENCE, WITH TIME, PLACE, AND DATE TO BE DETERMINED AFTER AWARD OF THE CONTRACT. SUBSEQUENTLY, A REPRESENTATIVE OF THE CONTRACTOR WILL ATTEND A WEEKLY CONFERENCE TO REVIEW PROGRESS AND DISCUSS ANY PROBLEMS THAT MAY BE INCURRED. THE TIME, PLACE AND DATE OF THESE WEEKLY MEETINGS SHALL BE ESTABLISHED AT THE PRE-CONSTRUCTION CONFERENCE. Supplemental Specifications �__ (Rev 09/01/86) Page 15 1-Ua.4 M UStLuiioN OF W[k(K (ADDITIONAL SECTION) THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON AT LEAST 48 HOURS PRIOR TO CON+ENCING WORK. THE SAME NOTIFICATIONS SHALL BE PROVIDED TO ALL EMERGENCY SERVICES, BY DIALING 911 FROM A PHONE WITH A RENTON EXCHANGE TELEPHONE NUMBER, AND THE SCHOOL DISTRICT WHEN WORKING WITHIN A ROADWAY RIGHT-OF- WAY. THE CONTRACTOR SHALL ALSO NOTIFY PROPERTY OWNERS ADJACENT TO THE CONSTRUCTION AREA, INDICATING THE DURATION AND PROPOSED TIME OF ACCESS CLOSURE TO THEIR PROPERTY. 1-08.5 TIME OF COMPLETION (ADDITIONAL SECTION) REPLACE PARAGRAPH 1 WITH: THE CONTRACT TIME SHALL START WITHIN 10 DAYS FROM THE DATE OF THE LEA:tit NOTIFYING THE CONTRACTOR TO PROCEED. THE SPECIAL PROVISIONS WILL STATE THE CONTRACT TIME IN WORKING DAYS. A WORKING DAY IS ANY DAY NOT OTHERWISE DEFINED HEREIN AS A NON WORKING DAY. A NON WORKING DAY IS DEFINED AS A SATURDAY, SUNDAY OR RECOGNIZED HOLIDAY OR A DAY ON WHICH THE CONTRACTOR IS I i SPECIFICALLY REQUIRED BY THE CONTRACT TO SUSPEND CONSTRUCTION. ALL DEFINITIONS OF RECOGNIZED HOLIDAYS IN THE STANDARD SPECIFICATIONS ARE DELETED AND VOID. RECOGNIZED HOLIDAYS SHALL BE AS FOLLOWS: NEW YEAR'S DAY, MEMORIAL DAY, JULY 4, LABOR DAY, VETERANS DAY, THANKSGIVING AND THE DAY FOLLOWING, AND CHRISTMAS DAY. THE DAY BEFORE CHRISTMAS SHALL BE A HOLIDAY WHEN CHRISTMAS DAY OCCURS ON A TUESDAY OR FRIDAY. THE DAY AFTER CHRISTMAS SHALL BE A HOLIDAY WHEN CHRISTMAS DAY OCCURS ON A MONDAY, WEDNESDAY, DR THURSDAY. WHEN CHRISTMAS DAY OCCURS ON A SATURDAY, THE TWO PRECEDING WORKING DAYS SHALL BE OBSERVED AS HOLIDAYS. MIEN CHRISTMAS DAY OCCURS ON A SUNDAY, THE TWO WORKING DAYS FOLLOWING SHALL BE OBSERVED AS HOLIDAYS. THE CONTRACTOR IS EXPECTED TO DILIGENTLY PROSECUTE THE WORK TO COMPLETION IN ALL PARTS AND REQUIREMENTS. THE PROJECT SHALL BE COMPLETED WITHIN THE TIME NOTED IN THE CALL FOR BIDS. PROVIDED, HOWEVER, THAT THE CITY SHALL HAVE THE RIGHT UPON REQUEST OF THE PUBLIC WORKS DEPARTMENT, TO EXTEND THE TIME OF COMPLETION OF SAID WORK. NO EXTENSION SHALL BE VALID UNLESS THE SAME BE IN WRITING AND ACCOMPANIED BY THE WRITTEN CONSENT TO SUCH EXTENSION BY THE SURETY ON THE BOND OF'THE CONTRACTOR. TIME LOST IN REPLACING IMPROPER WORK OR MATERIAL SHALL NOT FURNISH ANY GROUNDS TO THE CONTRACTOR FOR CLAIMING AN EXTENSION OF TIME FOR THE COMPLETION OF THE WORK, AND SHALL NOT RELEASE THE CONTRACTOR FROM DAMAGE OR LIABILITIES FOR FAILURE TO COMPLETE THE WORK WITHIN THE TIME REQUIRED. 1-08.9 LIQUIDATED DAMAGES (ADDITIONAL SECTION) THE LIQUIDATED DAMAGES DO NOT INCLUDE, AND ARE IN ADDITION TO, DAMAGES FROM COSTS FOR INSPECTION, SUPERVISION, LEGAL EXPENSE, AND COURT COSTS INCURRED BEYOND CONTRACT COMPLETION DATE. THE COST OF ADDITIONAL INSPECTION AND SUPERVISION SHALL BE AN AMOUNT EQUAL TO ACTUAL SALARY COST PLUS 100 PERCENT FOR OVERHEAD. 1-08.11 OVERTIME WORK BY OWNER EMPLOYEES (NEW SECTION) II^ WHEN THE CONTRACTOR PERFORMS CONSTRUCTION WORK OVER THE ACCEPTED 8 HOURS PER DAY OR 40 HOURS PER WEEK, OR ON ANY CITY HOLIDAY, AND THE WORK REQUIRES INSPECTION, THEN THE CONTRACTOR SHALL REIMBURSE THE CITY AT THE RATE OF $50 PER HOUR. THE CITY SHALL HAVE THE SOLE AUTHORITY IN DETERMINING THE NECESSITY OF HAVING THE OVERTIME INSPECTION, AND SHALL NOTIFY THE CONTRACTOR OF ITS INTENT TO REQUIRE SAID INSPECTION. SAID COSTS WILL BE DEDUCTED FROM MONIES DUE THE CONTRACTOR ON EACH MONTHLY ESTIMATE. Supplemental Specifications (Rev 09/01/86) Page 16 1-08.12 CONTRACTOR'S PLANT AND EQUIPMENT (NEW SECTION) THE CONTRACTOR ALONE SHALL AT ALL TIMES BE RESPONSIBLE FOR THE ADEQUACY, EFFICIENCY, AND SUFFICIENCY OF HIS AND HIS SUBCONTRACTOR'S PLANT AND EQUIPMENT. THE OWNER SHALL HAVE THE RIGHT TO MAKE USE OF THE CONTRACTOR'S PLANT AND EQUIPMENT IN THE PERFORMANCE OF ANY WORK ON THE SITE OF THE WORK. 1^ ' THE USE BY THE OWNER OF SUCH PLANT AND EQUIPMENT SHALL BE CONSIDERED AS EXTRA WORK AND PAID FOR ACCORDINGLY. NEITHER THE OWNER NOR THE ENGINEER ASSUME ANY RESPONSIBILITY, AT ANY TIME, FOR THE SECURITY OF THE SITE FROM THE TIME CONTRACTOR'S OPERATIONS HAVE COMMENCED UNTIL FINAL ACCEPTANCE OF THE WORK BY THE ENGINEER AND THE OWNER. THE CONTRACTOR SHALL EMPLOY SUCH MEASURES AS ADDITIONAL FENCING, BARRICADES, AND WATCHMEN SERVICE, AS HE DEEMS NECESSARY FOR THE PUBLIC SAFETY AND FOR THE PROTECTION OF THE SITE AND HIS PLANT AND EQUIPMENT. THE OWNER WILL BE PROVIDED KEYS FOR ALL FENCED, SECURED AREAS. 1 1-08.13 ATTENTION TO WORK (NEW SECTION) THE CONTRACTOR SHALL GIVE HIS PERSONAL ATTENTION TO AND SHALL SUPERVISE THE WORK TO THE END THAT IT SHALL BE PROSECUTED FAITHFULLY, AND WHEN HE IS NOT PERSONALLY PRESENT ON THE WORK SITE, HE SHALL AT ALL REASONABLE TIMES BE REPRESENTED BY A COMPETENT SUPERINTENDENT WHO SHALL HAVE FULL AUTHORITY TO EXECUTE THE SAME, AND TO SUPPLY MATERIALS, TOOLS, AND LABOR WITHOUT DELAY, AND WHO SHALL BE THE LEGAL REPRESENTATIVE OF THE CONTRACTOR. THE CONTRACTOR SHALL BE LIABLE FOR THE FAITHFUL OBSERVANCE 1 r OF ANY INSTRUCTIONS DELIVERED TO HIM OR TO HIS AUTHORIZED REPRESENTATIVE. 1-09 MEASUREMENT AND PAYMENT 1-09.1 MEASUREMENT OF QUANTITIES (ADDITIONAL SECTION) THE CONTRACTOR WILL BE RESPONSIBLE TO ASSURE THAT ALL DELIVERY TICKETS THAT ARE REQUIRED FOR THE PURPOSE OF CALCULATING QUANTITIES FOR PAYMENT OR FOR VERIFYING TYPE OF MATERIAL ARE RECEIVED BY THE ENGINEER AT THE TIME OF DELIVERY IN ORDER FOR PAYMENT TO BE MADE. A. BY TRUCK PAYMENT WILL NOT BE MADE FOR DELIVERY TICKETS WHICH DO NOT SHOW TYPE OF MATERIAL, GROSS WEIGHT, TARE WEIGHT, TRUCK NUMBER, DATE, WEIGHMASTERS CERTIFICATION,AND INSPECTOR'S INITIALS. SCALE CERTIFICATION SHALL BE SUBMITTED AS EARLY IN THE PROJECT AS POSSIBLE. EACH WEIGHT STATION rI SHALL MAINTAIN A RECORD OF THE TRUCK NUMBER, TIME, DATE, AND WEIGHT OF ALL TRUCKS PROVIDING MATERIAL TO THE PROJECT. THE WEIGHT LIST SHALL BE MAINTAINED IN DUPLICATE WITH ONE SIGNED COPY TRANSMITTED DAILY TO THE CITY BY THE SCALE ATTENDANT. IN ISOLATED CASES WHERE SCALE WEIGHT IS NOT AVAILABLE, THE INSPECTOR SHALL MEASURE THE TRUCK VOLUME AND CERTIFY AS TO ITS FULL LOAD DELIVERY. B. BY OTHER MEANS l � METHOD FOR MEASUREMENT AND PAYMENT FOR MATERIAL BROUGHT TO THE SITE BY ANY OTHER MEANS WILL BE DETERMINED BY CONTRACTOR/OWNER AGREEMENT BEFORE AWARD OF THE CONTRACT. 1-09.3 SCOPE OF PAYMENT (ADDITIONAL SECTION) ALL COSTS AND EXPENSES FOR ITEMS OF WORK, EQUIPMENT, OR MATERIALS, INCLUDING INSTALLATIONS, NOT IDENTIFIED AS BID ITEMS IN THESE SPECIFICATIONS SHALL BE INCIDENTAL TO THE PROJECT. NO SEPARATE PAYMENT OF ANY KIND WILL BE MADE FOR THESE INCIDENTAL ITEMS. Supplemental Specifications (Rev 09/01/86) Page 17 1-09.3 CONTINUED PARTIAL PAYMENTS ON ESTIMATES MAY BE WITHHELD UNTIL A WORK PROGRESS SCHEDULE, AS DESCRIBED IN SECTION 8, HAS BEEN RECEIVED AND APPROVED. IN THE EVENT THAT ANY MATERIAL OR WORKMANSHIP DOES NOT MEET THE REQUIREMENTS OR SPECIFICATIONS, THE CITY MAY HAVE THE OPTION TO ACCEPT SUCH MATERIAL OR WORKMANSHIP IF THE DIRECTOR OF PUBLIC WORKS DEEMS SUCH ACCEPTANCE TO BE IN THE BEST INTEREST OF THE CITY, PROVIDED THE CITY MAY NEGOTIATE PAYMENT OF A LOWER UNIT PRICE FOR SAID MATERIAL OR WORKMANSHIP. PAYMENT FOR PIPE INSTALLED SHALL BE MADE ON THE FOLLOWING SCHEDULE ONLY: CONDITION OF PIPE INSTALLED PERCENT OF BID PRICE PAID PIPE INSTALLED AND NOT TESTED. 80.0% PIPE INSTALLED AND TESTED. 90.0% PIPE INSTALLED, TESTED, TIE-INS AND SERVICES INSTALLED AND CLEAN- UP COMPLETED. 100.0% r Supplemental Specifications (Rev 09/01/86) Page 18 1 SPECIAL PROVISIONS CITY OF RENTON GENERAL FLUORIDATION SYSTEM SEPTEMBER, 1986 [- DIVISION 1 GENERAL REQUIREMENTS f I 1-04.11 REMOVAL OF ALL DEBRIS AND CLEANING (ADDITIONAL SECTION) THE CONTRACTOR SHALL, AT ALL TIMES, KEEP THE CONSTRUCTION AREA CLEAN AND ORDERLY AND, UPON COMPLETION OF THE WORK, SHALL LEAVE ALL BUILDINGS BROOM CLEAN AND ALL PARTS OF THE WORK CLEAN AND FREE OF RUBBISH AND EXCESS MATERIAL OF ANY KIND. ALL WINDOWS, DOORS, HARDWARE, WOODWORK, FIXTURES, EQUIPMENT, WALLS, AND FLOORS SHALL BE LEFT CLEAN AND FREE OF STAINS, PAINT OR ROOFING SPLASHES, OR OTHER MARKS OR DEFECTS. UPON COMPLETION, THE SITE OF ALL WORK OR EQUIPMENT AND MATERIAL STORAGE AREAS SHALL BE RESTORED TO THEIR ORIGINAL CONDITION. ALL MISCELLANEOUS DEBRIS, ROCKS, ETC. , RESULTING FROM THE WORK SHALL BE REMOVED AND DISPOSED OF IN A MANNER SATISFACTORY TO THE OWNER. THE SITE, THROUGH THE PROGRESS OF CONSTRUCTION, SHALL BE KEPT AS CLEAN AS POSSIBLE AND IN A NEAT CONDITION. 1-04.15 OPERATION AND MAINTENANCE MANUALS (NEW SECTION) PRIOR TO THE RECEIPT OF PAYMENT FOR MORE THAN 50 PERCENT OF THE WORK, THE CONTRACTOR SHALL DELIVER TO THE ENGINEER EIGHT SETS OF ACCEPTABLE MANUFACTURERS' OPERATING AND MAINTENANCE INSTRUCTIONS COVERING EACH PIECE OF MECHANICAL AND ELECTRICAL EQUIPMENT, OR EQUIPMENT ASSEMBLY, FURNISHED UNDER HIS CONTRACT. EACH SET OF INSTRUCTIONS SHALL BE BOUND INTO MULTIPLE VOLUMES; EACH VOLUME TO BE COMPLETE WITH AN INDEX AND BOUND IN A SUITABLE HARD-COVER BINDER. BINDERS SHALL BE SIMILAR AND EQUAL TO NATIONAL 98-381. MANUALS SHALL BE ASSEMBLED AND INDEXED SO THAT FORMATION ON EACH PIECE OF EQUIPMENT CAN BE READILY FOUND. THE OPERATING AND MAINTENANCE INSTRUCTIONS SHALL INCLUDE, AS A MINIMUM, THE FOLLOWING DATA FOR EACH ITEM OF MECHANICAL AND ELECTRICAL EQUIPMENT: 1. COMPLETE AS-BUILT ELEMENTARY WIRING AND ONE LINE DIAGRAMS. 2. LISTING OF MANUFACTURER'S RECOMMENDED SPARE PARTS FOR ALL MAJOR MECHANICAL COMPONENTS. 3. COMPLETE PARTS LIST, BY GENERIC TITLE AND IDENTIFICATION NUMBER, COMPLETE WITH EXPLODED VIEWS OF EACH ASSEMBLY. 4. LUBRICATION SCHEDULE INCLUDING THE APPLICABLE LUBRICANT DESIGNATION AVAILABLE FROM THE STANDARD OIL COMPANY OF CALIFORNIA. SPECIAL PROVISIONS 1.0 - 1 1 CITY OF RENTON GENERAL FLUORIDATION SYSTEM SEPTEMBER, 1986 5. RECOMMENDED PREVENTIVE MAINTENANCE PROCEDURES AND SCHEDULES. 6. DISASSEMBLY AND RE-ASSEMBLY INSTRUCTIONS. 7. NAME , LOCATION , AND TELEPHONE NUMBER OF THE NEAREST SUPPLIER , SERVICE REPRESENTATIVE, AND SPARE PARTS WAREHOUSE. 8. RECOMMENDED TROUBLE-SHOOTING AND STARTUP PROCEDURES. 9. RECOMMENDED STEP-BY-STEP OPERATING PROCEDURES. 10. ALL MANUFACTURERS' WARRANTIES. 11. EQUIPMENT SPECIFICATIONS AND GUARANTEED PERFORMANCE DATA. GENERAL MANUALS WHICH DESCRIBE SEVERAL ITEMS NOT IN THE CONTRACT WILL NOT BE ACCEPTED UNLESS ALL REFERENCES TO IRRELEVANT EQUIPMENT IS NEATLY ERADICATED OR BLOCKED OUT. 1 1 1-05.3(1) SUBMITTALS AND SHOP DRAWINGS (REPLACEMENT SECTION) THE CONTRACTOR SHALL NEED AS A MINIMUM 12 COPIES OF EACH SUBMITTAL, FOUR FOR REVIEW AND EIGHT FOR THE OPERATION AND MAINTENANCE MANUALS. SHOP DRAWINGS, DATA, AND SAMPLES SHALL BE SUBMITTED SHOWING THE LOCATION OF EACH ITEM BY DRAWING NUMBER AND PARAGRAPH OF THE SPECIFICATIONS SHALL BE SHOWN ON THE FORM OF THE PRODUCT OR MATERIAL BEING SUBMITTED. THE CONTRACTOR SHALL REVIEW AND STAMP WITH HIS APPROVAL AND SUBMIT WITH SUCH PROMPTNESS AS TO CAUSE NO DELAY IN HIS WORK OR THAT OF ANY OTHER CONTRACTOR, THE REQUIRED NUMBER OF COPIES OF ALL SHOP DRAWINGS, SCHEDULES , DATA, AND SAMPLES REQUIRED FOR THE WORK OF THE VARIOUS TRADE DETERMINED NECESSARY BY THE ENGINEER, REQUIRED IN THE GENERAL CONDITIONS, AND DESCRIBED ELSEWHERE IN THE PROJECT. SHOP DRAWINGS SHALL ESTABLISH THE ACTUAL DETAIL OF ALL MANUFACTURED OR FABRICATED ITEMS. THEY SHALL BE DRAWN TO SCALE AND BE COMPLETELY DIMENSIONED. SHEET SIZES OF SHOP DRAWINGS SHALL BE IN MULTIPLES OF 8-1/2 INCHES BY 11 INCHES, NOT TO EXCEED 22 INCHES BY 34 INCHES, UNLESS APPROVED BY THE ENGINEER. ON EACH DRAWING, THERE SHALL BE PROVIDED A CLEAR SPACE FOR THE ENGINEER'S AND/OR OWNER'S REVIEW AND APPROVAL STAMPS AND COMMENTS. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER IN THE FORM OF A REPRODUCIBLE TRANSPARENCY, ALONG WITH ONE BLACK LINE OR BLUE LINE PRINT. TWO COPIES OF MANUFACTURER'S LITERATURE, BROCHURES, CATALOG CUTS, AND OTHER PERTINENT PRINTED MATTER OR DATA SHALL BE SUBMITTED IN ADDITION TO THE NUMBER OF COPIES THE CONTRACTOR WISHES RETURNED TO HIM. THE ENGINEER SHALL REVIEW THE SHOP DRAWINGS WITH REASONABLE PROMPTNESS AND WILL AFFIX HIS DRAWING REVIEW STAMP WITH NOTATIONS AS REQUIRED. WHEN SHOP DRAWINGS AND/OR OTHER SUBMITTALS ARE REQUIRED TO BE REVISED OR CORRECTED AND RESUBMITTED, THE CONTRACTOR SHALL MAKE SUCH REVISIONS AND/OR CORRECTIONS AND RE-SUBMIT THE DRAWINGS OR OTHER MATERIALS IN THE SAME MANNER AS SPECIFIED ABOVE. THE CONTRACTOR SHALL OBTAIN AND PROVIDE SUCH NUMBER OF PRINTS OF COPIES OF DRAWINGS AS IS REQUIRED FOR HIS FIELD DISTRIBUTION. IT SHALL BE THE SPECIAL PROVISIONS 1.0 - 2 CITY OF RENTON GENERAL FLUORIDATION SYSTEM SEPTEMBER, 1986 CONTRACTOR'S RESPONSIBILITY TO CLEARLY NOTE ON THE SHOP DRAWINGS AND IN WRITING SPECIFICALLY CALL TO THE ENGINEER'S ATTENTION ANY CHANGES THAT VARY FROM THE CONTRACT DRAWINGS AND SPECIFICATIONS. REVIEW OF THE SHOP DRAWINGS BY THE ENGINEER SHALL NOT RELIEVE THE CONTRACTOR OF FULL RESPONSIBILITY AND AT HIS OWN COST AND EXPENSE TO COMPLY WITH THE CONTRACT DOCUMENTS UNLESS THE CHANGES ARE CLEARLY NOTED AND IN WRITING CALLED TO THE ENGINEER'S ATTENTION AS ABOVE PROVIDED, IN WHICH EVENT SUBSEQUENT ACCEPTANCE BY THE ENGINEER IN WRITING SHALL BE AUTHORITY FOR THE CHANGE OR CHANGES PROPOSED IN THE SHOP DRAWINGS. IF CORRECTIONS ARE REQUIRED, THE CONTRACTOR SHALL MAKE THE CORRECTIONS REQUIRED BY THE ENGINEER AND FILE WITH HIM THE SAME NUMBER OF CORRECTED COPIES AS INDICATED ABOVE. THE CONTRACTOR SHALL DIRECT SPECIFIC ATTENTION i IN WRITING OR ON RE-SUBMITTING SHOP DRAWINGS TO REVISIONS OTHER THAN THE CORRECTIONS REQUIRED ON THE PREVIOUS SUBMISSION. THE ENGINEER WILL RETURN TO THE CONTRACTOR COPIES OF DRAWINGS IN THE SAME MANNER AND NUMBER AS BEFORE. SHOP DRAWINGS SHALL GIVE COMPLETE INFORMATION NECESSARY FOR THE FABRICATION AND INSTALLATION OF ALL COMPONENT PARTS OF THE EQUIPMENT, STRUCTURE, FACILITY, ETC. IN THE CASE OF STRUCTURAL DRAWINGS, THEY SHALL INCLUDE THE LOCATION, TYPE, AND EXTENT OF ALL WALL PIPING CUTOUTS, EMBEDDED INSERTS, CONDUIT, AND PIPING. MANUFACTURER'S STANDARD DETAILS, CATALOGS, ADVERTISING LITERATURE, ETC. , SHALL NOT NECESSARILY CONSTITUTE ALL OF THE SHOP DRAWINGS REQUIRED FOR ANY UNIT OR FACILITY. ADDITIONAL SHOP DETAILS DESIGNED FOR THIS PARTICULAR PROJECT SHALL BE FURNISHED WHEN REQUIRED BY THE ENGINEER. SHOP DRAWINGS OF THE ELECTRICAL EQUIPMENT SHALL INCLUDE COMPLETE DIAGRAMS OF ELECTRICAL CIRCUITRY. THE ENGINEER'S REVIEW AND PLACEMENT OF THE SHOP DRAWING STAMP ON ANY SHOP DRAWING IS UNDERSTOOD TO BE AN ACCEPTANCE OF THE CHARACTER OF THE DETAILS AND NOT A CHECK OF ANY DIMENSION OR QUANTITY AND WILL NOT RELIEVE THE CONTRACTOR FOR ERRORS OF ANY SORT IN SHOP DRAWINGS DATA OR SCHEDULES, WHETHER OR NOT SUCH ERRORS ARE FOUND BY THE ENGINEER IN HIS REVIEW OF SUCH DETAILS. THE ENGINEER'S REVIEW OF AND PLACEMENT OF SHOP DRAWINGS REVIEW STAMP ON ANY SHOP DRAWING WILL NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY • FOR CONSEQUENCES DUE TO DEVIATIONS FROM THE CONTRACT DOCUMENTS UNLESS THE CONTRACTOR HAS CALLED ATTENTION TO SUCH DEVIATIONS IN WRITING BY A. LETTER ACCOMPANYING THE DRAWINGS AT THE TIME OF SUBMISSION AND THE ENGINEER ACCEPTS SUCH DEVIATIONS IN WRITING. NO CHANGES WILL BE MADE IN ANY DRAWING AFTER IT HAS BEEN REVIEWED EXCEPT BY THE CONSENT OR DIRECTION OF THE ENGINEER IN WRITING. BY APPROVING AND SUBMITTING SHOP DRAWINGS AND SAMPLES, THE CONTRACTOR THEREBY REPRESENTS THAT HE HAS DETERMINED AND VERIFIED ALL FIELD MEASUREMENTS, FIELD CONSTRUCTION CRITERIA, MATERIALS, CATALOG NUMBERS, AND SIMILAR DATA, OR WILL DO SO AND THAT HE HAS CHECKED AND COORDINATED EACH SHOP DRAWING WITH THE REQUIREMENTS OF THE WORK AND OF THE CONTRACT DOCUMENTS. SPECIAL PROVISIONS 1.0 - 3 CITY OF RENTON GENERAL FLUORIDATION SYSTEM SEPTEMBER, 1986 1-05.6 TEMPORARY FACILITIES THE CONTRACTOR SHALL PROVIDE TWO FIELD OFFICES: ONE AT SPRINGBROOK SPRINGS AND ONE AT THE FLUORIDATION BUILDING, AND SHALL PROVIDE ACCESS AT EACH LOCATION FOR THE CITY 'S INSPECTOR , AS WELL AHALL NECESSARY WATER FOR CONSTRUCTION-RELATED FIRE PROTECTION, ALL NECESSARY GATES AND BARRICADES, FENCES, HANDRAILS, GUARD RAILS, AND SECURITIES REQUIRED BY THIS CONTRACT, OR BY LAWS AND REGULATIONS. SANITARY FACILITIES ADEQUATE FOR ALL WORKERS SHALL COMPLY WITH ALL CODES AND REGULATIONS AND THERE SHALL BE SHELTERS AND DRY FACILITIES FOR THE WORKMEN AS REQUIRED. THE CONTRACTOR SHALL INSURE THAT ALL GUARDS, MARKS, SHIELDS, PROTECTIVE CLOTHING, RAIN GEAR, AND OTHER EQUIPMENT REQUIRED BY LAW, ORDINANCE, LABOR CONTRACTS, OSHA REGULATIONS, AND OTHER REGULATIONS FOR THE MAINTENANCE OF HEALTH AND SAFETY BE SUPPLIED. FIRST AID KITS AND EQUIPMENT AS REQUIRED BY LAW SHALL ALSO BE SUPPLIED. AT THE CLOSE OF THIS CONTRACT, THE CONTRACTOR SHALL PAY ALL UTILITY BILLS THAT ARE OUTSTANDING, REMOVE ALL TEMPORARY ELECTRICAL, SANITARY, GAS, TELEPHONE, WATER FACILITIES, AND ANY OTHER TEMPORARY SERVICE EQUIPMENT THAT MAY REMAIN. IN ADDITION, HE SHALL ARRANGE FOR THE TRANSFER OF ELECTRICAL AND WATER ACCOUNTS TO THE OWNER'S NAME. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AN ADEQUATE TEMPORARY ELECTRICAL SYSTEM. THIS SYSTEM SHALL BE ARRANGED BY AND ALL COSTS PAID BY THE CONTRACTOR. THE CONTRACTOR SHALL MAKE ARRANGEMENTS FOR AND PROVIDE ALL NECESSARY FACILITIES FOR THE NECESSARY WATER SUPPLY FOR HIS CONSTRUCTION AT HIS OWN EXPENSE UNLESS OTHERWISE PROVIDED. 1-05.10 GUARANTEES AND WARRANTIES (REPLACEMENT SECTION) THE CONTRACTOR SHALL SECURE AND DELIVER TO THE ENGINEER ALL EQUIPMENT WARRANTIES OTHER WARRANTIES AND GUARANTEES AS MAY BE REQUIRED FOR EQUIPMENT OR PROCESSES REQUIRED UNDER ALL SECTIONS OF THIS CONTRACT. SUCH DELIVERY SHALL BE DONE AT ONE TIME COVERING ALL MAJOR AND MINOR EQUIPMENT WARRANTIES. 1.05.11 FINAL INSPECTION - TESTING AND FACILITY STARTUP (ADDITIONAL SECTION) 1. SCHEDULE THE PLACING OF ALL PHASES OF THE PROJECT IN SERVICE SHALL CONSIST OF THREE PARTS: TESTING, STARTING, AND OPERATION. NOT LESS THAN 30 DAYS BEFORE THE ANTICIPATED TIME FOR BEGINNING THE TESTING, THE CONTRACTOR WILL SUBMIT TO THE ENGINEER FOR APPROVAL A COMPLETE PLAN FOR THE FOLLOWING: 1. SCHEDULES FOR TESTS SPECIAL PROVISIONS 1.0 - 4 CITY OF RENTON GENERAL FLUORIDATION SYSTEM SEPTEMBER, 1986 2. DETAIL SCHEDULES OF PROCEDURES FOR START 3. COMPLETE SCHEDULE OF EVENTS TO BE ACCOMPLISHED DURING TESTING 4. AN OUTLINE OF WORK REMAINING UNDER THE CONTRACT THAT WILL BE CARRIED OUT CONCURRENTLY WITH THE OPERATION PHASES 2. CONTRACTOR'S RESPONSIBILITY ALL TESTING, STARTUP, AND OPERATION SHALL NOT BE CAUSE FOR CLAIMS FOR DELAY BY THE CONTRACTOR AND ALL EXPENSES ACCRUING THEREFROM SHALL BE DEEMED TO BE INCIDENTAL TO THIS CONTRACT. THE CONTRACTOR SHALL MAKE ARRANGEMENT FOR ALL MATERIALS, SUPPLIES , AND LABOR NECESSARY TO EFFICIENTLY COMPLETE THE il TESTING, STARTUP, AND OPERATION. ALL POWER AND UTILITY BILLS SHALL BE PAID BY THE CONTRACTOR UP TO AND INCLUDING THE DAY OF FINAL ACCEPTANCE OF THE CONTRACT BY THE OWNER. IF NOT PAID, THESE CHARGES SHALL BE TREATED AS CLAIMS AGAINST THE CONTRACTOR. IF THE OWNER CHOOSES TO COMMENCE OPERATIONS PRIOR TO THE FINAL ACCEPTANCE, THE OWNER WILL ASSUME PAYMENT OF ALL POWER AND UTILITY CHARGES EFFECTIVE THE DAY THAT OPERATION IS ASSUMED BY THE OWNER AND NOTICE IS GIVEN IN WRITING. 3. TESTING WHERE THE SPECIFICATIONS REQUIRE WORK TO BE SPECIFICALLY TESTED OR REVIEWED, IT SHALL NOT BE TESTED OR COVERED UP WITHOUT TIMELY NOTICE TO THE ENGINEER OF ITS READINESS FOR INSPECTION, UNLESS THE ENGINEER WAIVES SUCH NOTICE. SHOULD ANY SUCH WORK BE COVERED UP WITHOUT SUCH NOTICE, APPROVAL, OR CONSENT, IT MUST, IF REQUIRED BY THE ENGINEER, BE UNCOVERED FOR EXAMINATION AT THE CONTRACTOR'S EXPENSE. WHERE WORK IS TO BE TESTED, ALL NECESSARY EQUIPMENT SHALL BE SET UP AND THE WORK GIVEN A PRELIMINARY TEST SO THAT ANY AND ALL DEFECTS MAY BE DISCOVERED AND REPAIRED PRIOR TO CALLING OUT THE ENGINEER FOR THE TEST. TESTING SHALL CONSIST OF INDIVIDUAL TESTS AND CHECKS MADE ON EQUIPMENT INTENDED TO PROVIDE PROOF OF PERFORMANCE OF UNIT AND PROPER OPERATION OF UNIT CONTROL TOGETHER WITH SUCH NECESSARY TESTS WHETHER OR NOT DESCRIBED ELSEWHERE IN THESE SPECIFICATIONS. TO ASSURE PROPER ALIGNMENT, SIZE, CONDITION, CAPABILITY, STRENGTH, PROPER ADJUSTMENT, LUBRICATION, PRESSURE, HYDRAULIC TESTS, LEAKAGE TEST, AND ALL OTHER TESTS DEEMED NECESSARY BY THE ENGINEER TO DETERMINE THAT ALL MATERIALS AND EQUIPMENT ARE OF SPECIFIED QUALITY. PROPERLY SITUATED, ANCHORED, AND IN ALL RESPECTS, READY FOR USE. ANY CERTIFICATES AS REQUIRED BY THESE SPECIFICATIONS BY THE MANUFACTURER'S- REPRESENTATIVE SHALL BE SUPPLIED TO THE ENGINEER PRIOR TO STARTUP. ALL PIPING SHALL BE TESTED AS REQUIRED BY SPECIFICATIONS AND APPLICABLE CODES. TESTS ON INDIVIDUAL ITEMS OF EQUIPMENT, SUCH AS PIPELINES, STRUCTURES, CONTROLS, AND OTHER ITEMS SHALL BE AS DESCRIBED IN VARIOUS SECTIONS DESCRIBING SUCH ITEMS. TESTING WILL BE DONE BY THE CONTRACTOR IN SPECIAL PROVISIONS 1.0 - 5 CITY OF RENTON GENERAL FLUORIDATION SYSTEM SEPTEMBER, 1986 THE PRESENCE OF THE ENGINEER. RECORDS OF ALL OFFICIAL TESTS WILL BE MADE BY THE ENGINEER. DURING THESE TESTS, THE CONTRACTOR SHALL CORRECT ANY DEFECTIVE WORK DISCOVERED OR THAT IS NOT IN FIRST CLASS OPERATING CONDITION. 4. STARTUP STARTUP SHALL CONSIST OF TESTING BY A SIMULATED OPERATION, ALL OPERATIONAL EQUIPMENT, AND CONTROLS. THE PURPOSE OF THESE TESTS SHALL BE TO CHECK THAT ALL EQUIPMENT WILL FUNCTION UNDER OPERATING CONDITIONS, THAT ALL INTERLOCKING CONTROLS AND SEQUENCES ARE PROPERLY SET AND THAT THE FACILITY WILL FUNCTION AS AN OPERATING UNIT. CHECKS FOR LEAKAGE OF TANKS, PIPING, VALVES, AND OTHER HYDRAULIC SYSTEMS AND STRUCTURES SHALL BE MADE. FACTORY REPRESENTATIVES OF ALL MAJOR UNITS SHALL BE PRESENT FOR THE STARTUP PHASE. THE TEST SHALL CONTINUE UNTIL IT IS DEMONSTRATED THAT ALL FUNCTIONS OF CONTROLS AND MACHINERY ARE CORRECTED. STARTUP SHALL NOT BEGIN UNTIL ALL TESTS REQUIRED BY THESE SPECIFICATIONS HAVE BEEN COMPLETED AND APPROVED BY THE ENGINEER. 5. OPERATION OPERATION OF THE FACILITY SHALL BE IMMEDIATELY STARTED AFTER COMPLETION OF TESTING AND STARTUP AND AFTER SATISFACTORY REPAIRS AND ADJUSTMENTS HAVE BEEN MADE. 1-06.7 SUBSTITUTIONS (NEW SECTION) AS SOON AS POSSIBLE , BUT NOT MORE THAN 30 DAYS AFTER THE DATE OF THE CONTRACT, THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER THREE COPIES OF COMPLETE LISTS OF ALL PRODUCTS WHICH ARE PROPOSED FOR INSTALLATION AS SUBSTITUTIONS OR PRODUCT OPTIONS. EACH LIST SHALL BE TABULATED IN ACCORDANCE WITH SPECIFICATION SECTIONS. FOR PRODUCTS SPECIFIED ONLY BY REFERENCE STANDARDS, THE CONTRACTOR SHALL SELECT ANY PRODUCTS WHICH EITHER MEETS OR EXCEED SUCH STANDARDS, BY ANY MANUFACTURER. FOR PRODUCTS SPECIFIED BY NAMING TWO OR MORE PRODUCTS, BUT INDICATING THE OPTION OF SELECTING EQUIVALENT PRODUCTS BY STATING "OR EQUAL" AFTER SPECIFIED PRODUCT, THE CONTRACTOR SHALL SUBMIT A REQUEST AS REQUIRED FOR SUBSTITUTION FOR ANY PRODUCT NOT SPECIFICALLY NAMED. DURING THE BIDDING, THE ENGINEER SHALL CONSIDER WRITTEN REQUESTS FROM PRODUCT SUPPLIERS OR PRIME BIDDERS FOR SUBSTITUTIONS, RECEIVED IN ACCORDANCE WITH THE PRE-SUBMITTAL SPECIFICATION CONTAINED HEREIN. REQUESTS RECEIVED AFTER THE TIME SPECIFIED WILL NOT BE CONSIDERED. ALL SUCH REQUESTS MUST BE ACCOMPANIED BY DRAWINGS AND SPECIFICATIONS IN SUFFICIENT SPECIAL PROVISIONS 1.0 - 6 CITY OF RENTON GENERAL FLUORIDATION SYSTEM SEPTEMBER, 1986 DETAIL TO ALLOW THE ENGINEER TO DETERMINE WHETHER OR NOT THE SUBSTITUTE PROPOSED IS EQUAL TO THAT SPECIFIED. ALL SUCH REQUESTS SHALL INCLUDE A hw LISTING OF ANY SIGNIFICANT VARIATIONS IN MATERIAL OR METHODS FROM THOSE SPECIFIED. IF THERE ARE NO VARIATIONS, A STATEMENT TO THAT FACT SHALL BE INCLUDED IN THE REQUEST FOR APPROVAL. THE DETERMINATION AS TO WHETHER OR NOT PROPOSED SUBSTITUTE EQUALS THAT SPECIFIED SHALL REST SOLELY WITH THE ENGINEER. APPROVAL OF ALTERNATES AND/OR EQUAL MINOR PRODUCTS WILL BE ONLY BY ADDENDUM. THE BIDDER SHALL INCLUDE, IN HIS PROPOSAL , ALL COSTS FOR MODIFICATIONS REQUIRED TO ADOPT THE SUBSTITUTE. WITHIN 30 DAYS AFTER THE DATE OF THE CONTRACT, THE ENGINEER SHALL CONSIDER FORMAL REQUESTS FROM THE CONTRACTOR FOR SUBSTITUTION OF PRODUCTS IN PLACE OF THOSE SPECIFIED. THE CONTRACTOR SHALL SUBMIT TWO COPIES OF THE REQUEST FOR SUBSTITUTION. DATA TO BE COMPLETED SHALL INCLUDE THE NECESSARY CHANGE OF CONSTRUCTION METHODS INCLUDING A DETAILED DESCRIPTION OF THE PROPOSED METHOD AND THE RELATED DRAWINGS ILLUSTRATING SUCH METHODS. AN ITEMIZED COMPARISON OF THE PROPOSED SUBSTITUTION WITH PRODUCT OR METHOD SPECIFIED SHALL RE PROVIDED. IN MAKING SUCH A REQUEST FOR SUBSTITUTION, THE CONTRACTOR REPRESENTS THAT HE HAS PERSONALLY INVESTIGATED THE PROPOSED PRODUCT OR METHOD AND HAS DETERMINED THAT IT IS EQUAL OR SUPERIOR TO, IN ALL RESPECTS, THE PRODUCT SPECIFIED. HE WILL PROVIDE THE SAME GUARANTEE FOR SUBSTITUTION AS FOR THE PRODUCT OR METHOD SPECIFIED. HE WILL ALSO COORDINATE INSTALLATION OF ACCEPTED SUBSTITUTIONS INTO THE WORK MAKING SUCH CHANGES AS MAY BE REQUIRED FOR THE WORK TO BE COMPLETE IN ALL RESPECTS. HE WAIVES ALL CLAIMS FOR ADDITIONAL COSTS RELATED TO SUBSTITUTIONS WHICH CONSEQUENTLY BECOMES APPARENT. COST DATA IS COMPLETE AND SHALL INCLUDE ALL RELATED COSTS UNDER THIS CONTRACT INCLUDING ALL ENGINEERING RE-DESIGN COSTS. 1-07.6 PERMITS AND LICENSES (REPLACEMENT SECTION) THE OWNER SHALL SECURE AND PAY FOR A GENERAL BUILDING PERMIT FOR THE 1 CONSTRUCTION OF THE FLUORIDATION BUILDING BETWEEN WELL NOS. 8 AND 9, ADDITIONS TO THE SPRINGBROOK SPRINGS CHLORINATION BUILDING AND INSTALLATION OF FLUORIDATION EQUIPMENT IN THE SWIMMING. POOL FILTER GALLERY. THE CONTRACTOR SHALL ACQUIRE AND PAY FOR ALL SPECIALTY PERMITS, SUCH AS ELECTRICAL PERMITS, PLUMBING PERMITS, TRANSPORTATION PERMITS, BURNING PERMITS, WAGE AND HOUR REGULATIONS PERMITS, AND ALL OTHER PERMITS OF A TEMPORARY NATURE RELATING TO THE CONSTRUCTION OF THIS PROJECT. A COPY OF THE OWNER ACQUIRED PERMITS WILL BE AVAILABLE AT THE CITY'S OFFICE FOR EXAMINATION BY BIDDERS. THE CONTRACTOR SHALL CONFORM TO THE REQUIREMENTS OF THESE PERMITS AND ALL OTHER PERMITS ISSUED FOR THIS PROJECT. IN THE EVENT THE OWNER-OBTAINED PERMITS ARE NOT AVAILABLE FOR INSPECTION PRIOR TO BID OPENING, ALL BIDDERS SHALL BE HELD RESPONSIBLE FOR THOSE SPECIAL PROVISIONS 1.0 - 7 CITY OF RENTON GENERAL FLUORIDATION SYSTEM SEPTEMBER, 1986 PROVISIONS OF THE PERMITS THAT ARE AVAILABLE TO THE BIDDERS AT THE TIME OF BID OPENING. ADDITIONAL PROVISIONS OR REQUIREMENTS OF THESE PERMITS THAT ARE DETERMINED AFTER BID OPENING WILL BE NEGOTIATED BY THE OWNER AND THE SUCCESSFUL BIDDER. ' 1.07.16 PROTECTION AND RESTORATION OF PROPERTY (ADDITIONAL SECTION) • AQUIFER PROTECTION: THE FOLLOWING PRECAUTIONS WILL BE TAKEN BY THE CONTRACTOR TO MINIMIZE THE POTENTIAL FOR CONTAMINATING THE EXISTING WELLS AND SURROUNDING GROUNDWATER AQUIFER DURING CONSTRUCTION AT ALL JOB SITE LOCATIONS. 1. DO NOT ALLOW VEHICLES CARRYING HAZARDOUS MATERIALS ONTO THE CONSTRUCTION SITE. 2. LIMIT THE USE OF PETROLEUM PRODUCTS AND PRODUCT STORAGE DURING CONSTRUCTION TO THAT ABSOLUTELY REQUIRED. STORE ALL PRODUCTS ON LEAK-PROOF MEMBRANES SURROUNDED WITH TEMPORARY RETAINING CURBS. 3. DO NOT ALLOW .CONSTRUCTION OR OTHER EQUIPMENT ON THE SITE THAT LEAKS FUEL OR HYDRAULIC FLUID. 1-07.24 COMMENCEMENT OF WORK ON PUBLIC AND PRIVATE RIGHT-OF-WAY (ADDITIONAL SECTION) WORK SHALL NOT BE STARTED ON ANY PUBLIC OR PRIVATE RIGHT-OF-WAY UNTIL CLEARANCE IS GIVEN TO THE CONTRACTOR BY THE ENGINEER. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH ANY SPECIAL REQUIREMENTS OF ANY PERMIT FOR THE PROJECT ACQUIRED BY THE OWNER. THE ENGINEER SHALL, AT ALL TIMES, HAVE ACCESS TO ALL PARTS OF THE WORK AND TO THE SHOPS WHEREIN THE WORK IS IN PREPARATION FOR THE PURPOSE OF INSPECTION AND THE CONTRACTOR SHALL, AT ALL TIMES, MAINTAIN PROPER FACILITIES AND PROVIDE SAFE ACCESS FOR SUCH INSPECTION. 1 SPECIAL PROVISIONS 1.0 - 8 CITY OF RENTON GENERAL FLUORIDATION SYSTEM SEPTEMBER, 1986 DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS 7-04 STORM SEWER 7-04.2 MATERIALS (SUPPLEMENTAL SECTION) �._ ADD: PVC SEWER PIPE 9-05.12 7-04.3(1)B PIPE BEDDING (SUPPLEMENTAL SECTION) ADD: PIPE BEDDING FOR PVC SEWER PIPE SHALL CONSIST OF PEA GRAVEL. IT SHALL BE PLACED TO A DEPTH OF 6" OVER AND 6" UNDER THE EXTERIOR WALLS OF THE PIPE. 7-04.3(2)A SURVEY LINE AND GRADE (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 1 : WITH: SURVEY LINE AND GRADE WILL BE PROVIDED BY THE ENGINEER OR CONTRACTOR IN A MANNER CONSISTENT WITH ACCEPTED PRACTICES AND THESE SPECIFICATIONS. 7-04.3(3) BACKFILLING STORM SEWER TRENCHES (SUPPLEMENTAL SECTION) ADD TO PARAGRAPH 3: PVC PIPE SHALL RE BEDDED AND BACKFILLED WITH PEA GRAVEL IN ACCORDANCE WITH 7-O4.3(1)B PRIOR TO BACKFILLING THE REMAINDER OF THE TRENCH. ADD: MEASUREMENT OF BANK RUN GRAVEL FOR TRENCH BACKFILL WILL BE BY THE TON, IN ACCORDANCE WITH SECTION 1-09.1 , OR BY THE CALCULATION OF NEAT LINES BASED ON MAXIMUM TRENCH WIDTH PER SECTION 2-09.4 USING A CONVERSION FACTOR OF 1.5 TONS PER CUBIC YEARD, WHICHEVER IS LESS. - 7-04.4 MEASUREMENT (REPLACEMENT SECTION) EXCAVATION AND INSTALLATION OF THE STORM SEWER WILL BE MEASURED AS SPECIFIED IN SECTION 18 OF THE. TECHNICAL PROVISIONS. 7-04.5 PAYMENT (REPLACEMENT SECTION) PAYMENT SHALL BE AS SPECIFIED IN SECTION 18 OF THE TECHNICAL PROVISIONS. SPECIAL PROVISIONS 7.0 - 1 CITY OF RENTON GENERAL FLUORIDATION SYSTEM SEPTEMBER, 1986 7-09 PIPE AND FITTINGS FOR WATER MAINS 7-09.2 MATERIALS (REPLACEMENT SECTION) REPLACE PARAGRAPH 1 WITH: MATERIALS SHALL MEET THE REQUIREMENTS OF THE FOLLOWING SECTIONS: PIPE 9-30.1 DUCTILE IRON PIPE 9-30.1A FITTING 9-30.2 DUCTILE IRON PIPE 9-30.2A PLASTIC FILM WRAP 9-30.8 TRACER TAPE 9-30.9 7-10.4 MEASUREMENT (REPLACEMENT SECTION) EXCAVATION FOR WATER LINES SHALL BE AS SPECIFIED IN SECTION 18 OF THE TECHNICAL PROVISIONS. 7-10.5 PAYMENT (REPLACEMENT SECTION) EXCAVATION FOR WATER LINES SHALL BE AS SPECIFIED IN SECTION 18 OF THE TECHNICAL PROVISIONS. 7-11.3(09)A CONNECTION TO EXISTING MAINS (REPLACEMENT SECTION) CONTRACTOR INSTALLED CONNECTIONS: CONNECTIONS TO THE EXISTING WATER MAIN SHALL NOT BE MADE WITHOUT FIRST MAKING THE NECESSARY ARRANGEMENTS WITH THE ENGINEER IN ADVANCE. WORK SHALL NOT BE STARTED UNTIL ALL THE MATERIALS, EQUIPMENT, AND LABOR NECESSARY TO PROPERLY COMPLETE THE WORK ARE ASSEMBLED ON THE SITE. EXISTING WATER MAINS SHALL BE CUT BY THE CONTRACTOR. THE CONTRACTOR SHALL REMOVE THE PORTIONS OF PIPE TO PROVIDE FOR THE INSTALLATION OF THE REQUIRED FITTINGS AT THE POINTS OF CONNECTION. ALL DAMAGE CAUSED BY THE CONTRACTOR 'S OPERATIONS TO EXISTING JOINTS IN PIPING TO REMAIN IN-SERVICE SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE STATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LENGTH OF EXISTING WATER MAIN THAT MUST BE REMOVED. THE PIPE ENDS SHALL BE BEVELLED TO PREVENT DAMAGE TO THE TRANSITION COUPLING GASKET DURING INSTALLATION OF THE COUPLING. THE EXTERIOR OF THE EXISTING PIPE END SHALL BE CLEANED TO A SOUND, SMOOTH FINISH BEFORE INSTALLATION OF THE COUPLING. TRANSITION COUPLINGS SHALL BE INSTALLED BY THE CONTRACTOR AND SHALL BE PROVIDED WITH A PLASTIC FILM WRAP. THE PLASTIC FILM WRAP SHALL BE WRAPPED LOOSELY AROUND THE PIPE, FITTINGS, AND COUPLINGS, AND SECURED WITH 2-INCH WIDE POLYETHYLENE ADHESIVE TAPE. PIPELINES IN WHICH THE COUPLINGS ARE ( INSTALLED SHALL BE WRAPPED A MINIMUM OF 3 FEET ON EACH SIDE OF THE 1 SPECIAL PROVISIONS 7.0 - 2 CITY OF RENTON GENERAL FLUORIDATION SYSTEM SEPTEMBER, 1986 COUPLING. ALL JOINTS OR SEAMS IN THE PLASTIC FILM WRAP SHALL BE MADE USING THE 2-INCH WIDE POLYETHYLENE ADHESIVE TAPE. THE PLASTIC FILM WRAP NEED NOT BE WATERTIGHT, BUT NO PART OF THE PIPE OR COUPLING SHALL BE EXPOSED TO THE BACKFILL. CARE SHALL BE EXERCISED DURING BACKFILLING TO PREVENT THE PLASTIC FILM WRAP FROM BEING PUNCTURED OR OTHERWISE DAMAGED. PLASTIC FILM WRAP AND ITS INSTALLATION SHALL CONFORM TO AWWA, C105 EXCEPT AS MODIFIED HEREIN. WHEN WORK IS ONCE STARTED ON CONNECTION, IT SHALL PROCEED CONTINOUSLY WITHOUT INTERRUPTION, AND AS RAPIDLY AS POSSIBLE UNTIL COMPLETED. NO SHUTOFF OF MAINS WILL BE PERMITTED OVERNIGHT OR OVER WEEKENDS OR ON HOLIDAYS. IF THE CONNECTION TO THE EXISTING SYSTEM INVOLVES TURNING OFF THE WATER, THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE RESIDENTS AFFECTED BY THE SHUTOFF. THE ENGINEER WILL ADVISE WHICH PROPERTY OWNERS ARE TO BE NOTIFIED. THE CONTRACTOR MAY BE REQUIRED TO PERFORM THE CONNECTION DURING TIMES OTHER THAN NORMAL WORKING HOURS. THE CONTRACTOR SHALL NOT OPERATE ANY VALVES ON THE EXISTING SYSTEM. WATER SYSTEM PERSONNEL WILL OPERATE ALL VALVES ON THE EXISTING SYSTEM FOR THE CONTRACTOR WHEN REQUIRED. liI NO WORK SHALL BE PERFORMED ON THE CONNECTIONS UNLESS A REPRESENTATIVE OF THE WATER DEPARTMENT IS PRESENT TO INSPECT THE WORK. THE TYPES OF CONNECTIONS ARE VARIED AND SUGGESTED PIPING ARRANGEMENTS HAVE BEEN SHOWN IN THE PLANS. FOR THE INSTALLATION OF THESE CONNECTIONS, THE SURFACED PORTION OF THE ROADWAY SHALL NOT BE PENETRATED UNLESS THE CONNECTING POINT IS DIRECTLY UNDER IT. FOR CONNECTION BY ANY OTHER METHOD, THE CONTRACTOR SHALL FURNISH A DETAILED SKETCH FOR APPROVAL NOT LESS THAN TWO WEEKS PRIOR TO THE EXPECTED CONSTRUCTION. CITY INSTALLED CONNECTIONS CONNECTIONS TO EXISTING PIPING AND TIE-INS ARE INDICATED ON THE DRAWINGS. THE CONTRACTOR MUST VERIFY ALL EXISTING PIPING, DIMENSIONS, AND ELEVATIONS TO ASSURE PROPER FIT. CONNECTIONS TO THE EXISTING WATER MAIN SHALL NOT BE MADE WITHOUT FIRST MAKING THE NECESSARY ARRANGEMENTS WITH THE ENGINEER IN ADVANCE. WORK SHALL NOT BE STARTED UNTIL ALL THE MATERIALS, EQUIPMENT, AND LABOR NECESSARY TO PROPERLY COMPLETE THE WORK ARE ASSEMBLED ON THE SITE. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS NECESSARY TO INSTALL ALL CONNECTIONS AS INDICATED ON THE CONSTRUCTION DRAWINGS. THE CONTRACTOR jSHALL PERFORM THE EXCAVATION, BEDDING, AND BACKFILL, AND PROVIDE CONCRETE BLOCKING FOR THE CONNECTIONS TO THE EXISTING MAINS. THE CITY WILL CUT THE EXISTING MAIN AND ASSEMBLE ALL MATERIALS. SPECIAL PROVISIONS 7.0 - 3 i CITY OF RENTON GENERAL FLUORIDATION SYSTEM SEPTEMBER, 1986 WHEN THE CITY MAKES THE CONNECTIONS TO. THE EXISTING SYSTEM ALL LABOR, MATERIALS, AND EQUIPMENT REQUIRED OF THE CONTRACTOR SHALL BE CONSIDERED INCIDENTAL AND ALL RELATED COSTS SHOULD BE INCLUDED IN OTHER ITEMS OF WORK. 7-11.3(11) HYDROSTATIC PRESSURE TEST (REPLACEMENT SECTION) ALL WATER MAINS AND APPURTENANCES SHALL BE TESTED UNDER A HYDROSTATIC PRESSURE EQUAL TO 150 PSI IN EXCESS OF THAT UNDER WHICH THEY WILL OPERATE. IN NO CASE SHALL THE TEST PRESSURE BE LESS THAN 200 PSI . ALL PUMPS, GAUGES, PLUGS, SADDLES, CORPORATION STOPS, MISCELLANEOUS HOSE AND PIPING, AND OTHER EQUIPMENT NECESSARY FOR PERFORMING THE TEST SHALL BE FURNISHED AND OPERATED BY THE CONTRACTOR. THE PIPELINE TRENCH SHALL BE BACKFILLED SUFFICIENTLY TO PREVENT MOVEMENT OF THE PIPE UNDER PRESSURE. ALL THRUST BLOCKS SHALL BE IN PLACE AND SUFFICIENTLY CURED TO REACH DESIGN STRENGTH BEFORE TESTING. WHERE PERMANENT BLOCKING IS NOT REQUIRED, THE CONTRACTOR SHALL FURNISH AND INSTALL TEMPORARY BLOCKING AND REMOVE IT AFTER TESTING. THE MAINS SHALL BE FILLED WITH WATER AND ALLOWED TO STAND UNDER PRESSURE FOR A MINIMUM OF 24 HOURS TO ALLOW THE ESCAPE OF AIR AND/OR ALLOW THE LINING OF THE PIPE TO ABSORB WATER. THE OWNER WILL FURNISH THE WATER NECESSARY TO FILL THE PIPELINES FOR TESTING PURPOSES AT A TIME OF DAY WHEN SUFFICIENT QUANTITIES OF WATER ARE AVAILABLE FOR NORMAL SYSTEM OPERATION. A HYDRANT METER AND A BACKFLOW PREVENTION DEVICE WILL BE USED WHEN DRAWING WATER FROM THE CITY 'S SYSTEM. THESE MAY BE OBTAINED FROM THE CITY BY COMPLETING THE REQUIRED FORMS AND MAKING REQUIRED SECURITY DEPOSITS. THERE WILL BE NO CHARGE FOR THE WATER USED. GAUGES USED IN THE TEST MAY BE REQUIRED TO BE CERTIFIED FOR ACCURACY AT A LABORATORY BY THE OWNER. A VISIBLE LEAKAGE DETECTED SHALL BE CORRECTED BY THE CONTRACTOR TO THE SATISFACTION OF THE OWNER REGARDLESS OF THE ALLOWABLE LEAKAGE SPECIFIED ABOVE. SHOULD THE TEST SECTION FAIL TO MEET THE PRESSURE TEST SUCCESSFULLY AS SPECIFIED, THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, LOCATE AND REPAIR THE DEFECTS AND THEN RETEST THE PIPELINE. ALL TESTS SHALL BE MADE WITH THE HYDRANT AUXILIARY GATE VALVES OPEN AND PRESSURE AGAINST THE HYDRANT VALVE. AFTER THE TEST HAS BEEN COMPLETED, EACH GATE VALVE SHALL BE TESTED BY CLOSING EACH IN TURN AND RELIEVING THE PRESSURE BEYOND. THIS TEST OF THE GATE VALVE WILL BE ACCEPTABLE IF THERE IS NO IMMEDIATE LOSS OF PRESSURE ON THE GAUGE WHEN THE PRESSURE COMES AGAINST THE VALVE BEING CHECKED. THE CONTRACTOR SHALL VERIFY THAT THE PRESSURE DIFFERENTIAL ACROSS THE VALVE DOES NOT EXCEED THE RATED WORKING PRESSURE OF THE VALVE. SECTIONS TO BE TESTED SHALL NORMALLY BE LIMITED TO 1 ,500 FEET. THE OWNER MAY REQUIRE THAT THE FIRST SECTION OF PIPE, NOT LESS THAN 1,000 FEET IN LENGTH, INSTALLED BY EACH OF THE CONTRACTOR'S CREWS, BE TESTED IN ORDER TO QUALIFY THE CREW AND/OR THE MATERIAL. PIPE LAYING SHALL NOT BE CONTINUED MORE THAN AN ADDITIONAL 1,000 FEET UNTIL THE FIRST SECTION SHALL HAVE BEEN TESTED SUCCESSFULLY. SPECIAL PROVISIONS 7.0 - 4 CITY OF RENTON GENERAL FLUORIDATION SYSTEM SEPTEMBER, 1986 PRIOR TO CALLING OUT THE OWNER TO WITNESS THE PRESSURE TEST, THE CONTRACTOR SHALL HAVE ALL EQUIPMENT SET UP COMPLETELY READY FOR OPEATION AND SHALL HAVE SUCCESSFULLY PERFORMED THE TEST TO ASSURE THAT THE PIPE IS IN A SATISFACTORY CONDITION. BEFORE APPLYING THE SPECIFIED TEST PRESSURE_, AIR SHALL BE EXPELLED COMPLETELY FROM THE PIPE, VALVES AND HYDRANTS. IF PERMANENT AIR VENTS ARE NOT LOCATED AT ALL HIGH POINTS, THE CONTRACTOR SHALL INSTALL CORPORATION COCKS AT SUCH POINTS SO THAT THE AIR CAN BE EXPELLED AS THE LINE IS FILLED WITH WATER. AFTER ALL THE AIR HAS BEEN EXPELLED, THE CORPORATION COCKS SHALL BE CLOSED AND THE TEST PRESSURE APPLIED. AT THE CONCLUSION OF THE PRESSURE TEST, THE CORPORATION COCKS SHALL BE REMOVED AND PLUGGED. THE TEST SHALL BE ACCOMPLISHED BY PUMPING THE MAIN UP TO THE REQUIRED PRESSURE; STOP THE PUMP FOR A MINIMUM OF 15 MINUTES UP TO A MAXIMUM OF 60 MINUTES AS DIRECTED BY THE OWNER, AND THEN PUMP THE MAIN UP TO THE TEST PRESSURE AGAIN . DURING THE TEST, THE SECITON BEING TESTED SHALL BE OBSERVED TO DETECT ANY VISIBLE LEAKAGE. A CLEAN CONTAINER SHALL BE USED FOR HOLDING WATER FOR PMPING UP PRESSURE ON THE MAIN BEING TESTED. THIS MAKEUP WATER SHALL BE STERILIZED BY THE ADDITION OF CHLORINE TO A CONCENTRATION OF 50 MG/L. THE QUANTITY OF WATER REQUIRED TO RESTORE THE INITIAL HYDROSTATIC PRESSURE SHALL BE ACCURATELY DETERMINED BY EITHER 1) PUMPING FROM AN OPEN CONTAINER OF SUITABLE SIZE SUCH THAT ACCURATE VOLUME MEASUREMENTS CAN BE MADE BY THE OWNER OR, 2) BY PUMPING THROUGH A POSITIVE DISPLACEMENT WATER METER WITH A SWEEP UNIT HAND REGISTERING ONE GALLON PER EVOLUTION. THE METER SHALL BE APPROVED BY THE OWNER. ACCEPTABILITY OF THE TEST WILL BE DETERMINED BY TWO FACTORS, AS FOLLOWS: 1 ) THE QUANTITY OF WATER LOST FROM THE MAIN SHALL NOT EXCEED THE NUMBER OF GALLONS PER HOUR AS LISTED IN THE FOLLOWING TABLE. 2) THE LOSS IN PRESSURE SHALL NOT EXCEED 1 PSI PER MINUTE DURING THE TEST PERIOD. II SPECIAL PROVISIONS 7.0 - 5 CITY OF RENTON GENERAL FLUORIDATION SYSTEM SEPTEMBER, 1986 ALLOWABLE LEAKAGE PER 1,000 FT. OF PIPELINE* - GPH NOMINAL PIPE DIAMETER* -INCHES PSI 6 8 10 12 16 20 24 450. 0.95 1.27 1.59 1.91 2.55 3.18 3.82 400 0.90 1.20 1.50 1.80 2.40 3.00 3.60 350 0.84 1.12 1.40 1.69 2.25 2.81 3.37 275 0.75 1.00 1.24 1.49 1.99 2.49 2.99 250 0.71 0.95 1.19 1.42 1.90 2.37 2.85 225 0.68 0.90 1.13 1.35 1.80 2.25 2.70 200 0.64 0.85 1.06 1.28 1.70 2.12 2.55 �_ *IF THE PIPELINE UNDER TEST CONTAINS SECTIONS OF VARIOUS DIAMETERS, THE ALLOWABLE LEAKAGE WILL BE THE SUM OF THE COMPUTED LEAKAGE FOR EACH SIZE, OR FOR THOSE DIAMETERS OF PRESSURES NOT LISTED BY THE FORMULA STATED IN SECTION 74.2.11 OF THE STANDARD SPECIFICATIONS. 7-11.3(12) DECHLORINATION (SUPPLEMENTAL SECTION) i-- DECHLORNATION OF ALL WATER USED FOR DISINFECTION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE CITY' S STANDARD DETAIL INCLUDED IN THIS DOCUMENT. WATER CONTAINING CHLORINE RESIDUALS SHALL NOT BE DISPOSED INTO THE STORM DRAINAGE SYSTEM OR ANY WATERWAY. 7-11.3(13) CONCRETE THRUST BLOCKING (REPLACEMENT SECTION) PROVIDE CONCRETE BLOCKING AT ALL HYDRANTS, FITTINGS, AND HORIZONTAL OR VERTICAL ANGLE POINTS. CONFORM TO THE CITY OF RENTON STANDARD DETAILS FOR GENERAL BLOCKING AND VERTICAL BLOCKS HEREIN. ALL FITTINGS TO BE BLOCKED SHALL BE WRAPPED WITH 4-MIL POLYETHYLENE PLASTIC. CONCRETE BLOCKING SHALL BE PROPERLY FORMED WITH PLYWOOD OR OTHER ACCEPTABLE FORMING MATERIALS AND SHALL NOT BE POURED AROUND JOINTS. THE FORMS SHALL BE STRIPPED PRIOR TO BACKFILLING. SHACKLE RODS, WHERE REQUIRED, SHALL BE INSTALLED WITH THE USE OF SHACKLE LUGS. ALL SHACKLE RODS SHALL BE GALVANIZED AND COATED WITH TWO COATS OF ASPHALT VARNISH. 7-11.4 MEASUREMENT (REPLACEMENT SECTION) INSTALLATION OF WATER MAINS SHALL BE AS SPECIFIED IN SECTION 18 OF THE TECHNICAL PROVISIONS. } 7-11.5 PAYMENT (REPLACEMENT SECTION) INSTALLATION OF WATER MAINS SHALL BE AS SPECIFIED IN SECTION 18 OF THE TECHNICAL PROVISIONS. SPECIAL PROVISIONS 7.0 - 6 CITY OF RENTON GENERAL FLUORIDATION SYSTEM SEPTEMBER, 1986 7-15 SERVICE CONNECTIONS 7-15.3 CONSTRUCTION DETAILS (REPLACEMENT SECTION) REPLACE 1ST SENTENCE PARAGRAPH 5 WITH: PIPE MATERIALS USED TO EXTEND OR REPLACE EXISTING WATER SERVICE LINES SHALL BE COPPER, GALVANIZED, OR DUCTILE IRON PIPE. SERVICE LINE CONNECTION TO THE NEW MAIN WILL CONFORM TO THE STANDARD PLANS OF THE CITY OF RENTON BOUND HEREIN AS APPLICABLE. THE ENGINEER WILL INDICATE THE LOCATION FOR THE TAPS ON THE NEW MAIN FOR EACH SERVICE TO BE CONNECTED. THE CONTRACTOR WILL DIRECT TAP MAIN FOR 3/4" SERVICE. THE CONTRACTOR WILL USE COPPER TUBING, TYPE K, SOFT FOR 3/4" SERVICES. TYPE I : CONNECTIONS TO EXISTING COPPER SERVICES WILL BE MADE WITH FLARE TYPE, THREE PART UNION COUPLINGS. TYPE II : WHERE EXISTING GALVANIZED SERVICES EXIST, THEY SHALL BE REPLACED WITH A NEW COPPER PIPE SERVICE TO THE PROPERTY LINE. , (METERS SHALL BE LOCATED IN PLANTER STRIP BETWEEN SIDEWALK AND CURB) . TYPE III : WHERE FUTURE STUB SERVICES SHALL BE INSTALLED THEY SHALL BE INSTALLED AS ABOVE, TO THE PROPERTY LINE WITH A METER BOX (LESS 3/4 METER) . A SOLID CORE THREADED SPACER THE LENGTH OF A METER SHALL BE INSTALLED IN PLACE OF THE METER. 7-15.4 MEASUREMENT (REPLACEMENT SECTION) SERVICE CONNECTIONS SHALL BE AS SPECIFIED IN SECTION 18 OF THE TECHNICAL PROVISIONS. 7-15.5 PAYMENT (REPLACEMENT SECTION) SERVICE CONNECTIONS SHALL BE AS SPECIFIED IN SECTION 18 OF THE TECHNICAL PROVISIONS. i 7-17 SANITARY SEWERS 7-17.2 MATERIAL (REPLACEMENT SECTION) IN PARAGRAPH 1 DELETE: A B S COMPOSITE, ASBESTOS BONDED CORRUGATED STEEL IN PARAGRAPH 4 DELETE: A B X COMPOSITE SEWER PIPE 9-05.14 7-17.3(1)B PIPE BEDDING (SUPPLEMENTAL SECTION) PIPE BEDDING MATERIAL FOR PVC PIPE SHALL BE PLACED TO A DEPTH OF 6" BELOW THE BOTTOM OF THE PIPE AND EXTENDING UP 6" ABOVE THE CROWN ON ALL PIPES. SPECIAL PROVISIONS 7.0 - 7 CITY OF RENTON GENERAL FLUORIDATION SYSTEM SEPTEMBER, 1986 THE HAND-PLACED BEDDING AROUND THE PIPE AND TO A POINT 6" ABOVE THE CROWN SHALL BE FOOT-TAMPED UNTIL IT IS UNYIELDING. THE REMAINING BACKFILL SHALL BE MECHANICALLY TAMPED WITH HAND-OPERATED MECHANICAL OR PNEUMATIC TAMPERS TO 95% DENSITY. PIPE BEDDING SHALL BE CONSIDERED INCIDENTAL TO THE PIPE AND NO FURTHER COMPENSATION SHALL BE MADE. 7-17.3(2)G SEWER LINE CONNECTIONS (SUPPLEMENTAL SECTION) UNLESS OTHERWISE APPROVED BY THE ENGINEER, ALL CONNECTIONS OF LATERAL SEWERS TO .EXISTING MAINS SHALL BE MADE THROUGH A CAST IRON SADDLE SECURED TO THE SEWER MAIN WITH STAINLESS STEEL BANDS. WHEN THE EXISTING MAIN IS CONSTRUCTED OF VITRIFIED CLAY, PLAN ON REINFORCED CONCRETE, CAST OR DUCTILE IRON PIPE, THE EXISTING MAIN SHALL BE CORE DRILLED. CONNECTIONS TO THE EXISTING CONCRETE MANHOLES SHALL BE CORE-DRILLED, AND SHALL HAVE AN "0" RING RUBBER GASKET MEETING ASTM C-478 IN A MANHOLE COUPLING EQUAL TO THE JOHNS-MANVILLE ASBESTOS-CEMENT COLLAR, OR USE A CONICAL TYPE FLEXIBLE SEAL EQUAL TO KORE-N-SEAL. 7-17.3(2). I PROTECTION OF EXISTING SEWERAGE FACILITIES (SUPPLEMENTAL SECTION) WHEN EXTENDING AN EXISTING SEWER, THE DOWNSTREAM SYSTEM SHALL BE PROTECTED FROM CONSTRUCTION DEBRIS BY PLACING A SCREEN OR TRAP IN THE FIRST EXISTING MANHOLE DOWNSTREAM OF THE CONNECTION. IT SHALL BE THE CONTRACTOR ' S RESPONSIBILITY TO MAINTAIN THE SCREEN OR TRAP UNTIL THE NEW SYSTEM IS PLACED IN SERVICE AND THEN TO REMOVE IT. ANY CONSTRUCTION DEBRIS WHICH ENTERS THE EXISTING DOWNSTREAM SYSTEM, SHALL BE REMOVED BY THE CONTRACTOR AT HIS EXPENSE, AND TO THE SATISFACTION OF THE ENGINEER. WHEN THE FIRST MANHOLE IS SET, ITS OUTLET SHALL BE PLUGGED UNTIL ACCEPTANCE BY THE ENGINEER. 7-17.3(4) I TELEVISION INSPECTION (SUPPLEMENTAL SECTION) ONCE THE TELEVISION INSPECTION HAS BEEN COMPLETED, THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER WRITTEN REPORTS OF THE INSPECTION PLUS THE VIDEO TAPES. SAID VIDEO TAPES ARE TO BE IN COLOR OR BLACK AND WHITE AND BE COMPATIBLE WITH THE CITY 'S VIEWING AND RECORDING SYSTEMS. THE CITY 'S SYSTEM ACCEPTS 1/2" WIDE HIGH DENSITY VHS TAPES. THE TAPES WILL BE RUN AT STANDARD SPEED SP (1 5/16 I.P.S.) 7-17.4 MEASUREMENT (REPLACEMENT SECTION) EXCAVATION AND INSTALLATION SHALL BE AS SPECIFIED IN SECTION 18 OF THE TECHNICAL PROVISIONS. 7-17.5 PAYMENT (REPLACEMENT SECTION) EXCAVATION AND INSTALLATION SHALL BE AS SPECIFIED IN SECTION 18 OF THE TECHNICAL PROVISIONS. SPECIAL PROVISIONS 7.0 - 8 CITY OF RENTON GENERAL ' FLUORIDATION SYSTEM SEPTEMBER, 1986 WHEN NO BID ITEM "GRAVEL BACKFILL FOR PIPE BEDDING" IS INCLUDED IN THE SCHEDULE OF PRICES, PIPE BEDDING, AS SHOWN IN THE STANDARD PLANS, SHALL BE CONSIDERED INCIDENTAL TO THE PIPE AND NO ADDITIONAL PAYMENT SHALL BE MADE. TESTING OF STORM SEWER PIPE IF REQUIRED BY THE ENGINEER SHALL BE CONSIDERED INCIDENTAL TO AND INCLUDED IN THE UNIT CONTRACT PRICES FOR OTHER ITEMS. • Ir SPECIAL PROVISIONS 7.0 - 9 TECHNICAL PROVISIONS _ I TECHNICAL PROVISIONS INDEX SECTION 1 GENERAL SECTION 2 SITE WORK SECTION 3 CONCRETE SECTION 4 MASONRY SECTION 5 METALS SECTION 6 CARPENTRY SECTION 7 THERMAL AND MOISTURE CONTROL SECTION 8 DOORS AND FRAMES SECTION 9 FINISHES SECTION 10 SPECIALTIES SECTION 11 EQUIPMENT SECTION 12 NOT USED SECTION 13 NOT USED SECTION 14 NOT USED SECTION 15 MECHANICAL SECTION 16 ELECTRICAL SECTION 17 NOT USED SECTION 18 MEASUREMENT AND PAYMENT i - CITY OF RENTON GENERAL FLUORIDATION SYSTEM SEPTEMBER,1986 1.0 GENERAL 1.0 GENERAL 1.1 ORDER OF PRECENDENCE IN RESOLVING INCONSISTENCIES AMONG TWO OR MORE SECTIONS OF THE CONTRACT DOCUMENTS, PRECEDENCE SHALL BE GIVEN IN THE FOLLOWING ORDER: 1. AGREEMENT (CONTRACT) 2. TECHNICAL PROVISIONS 3. SPECIAL PROVISIONS 4. SUPPLEMENTAL PROVISIONS 5. INSTRUCTIONS TO BIDDERS GENERAL 1.0-1 CITY OF RENTON SITEWORK FLUORIDATION SYSTEM SEPTEMBER, 1986 2.0 SITEWORK 2.1 GENERAL THIS SECTION DESCRIBES THE GENERAL REQUIREMENTS FOR ALL TYPES OF EARTHWORK AND IS APPLICABLE TO ALL EARTHWORK AS REQUIRED ON THIS PROJECT. 2.2 CLASSIFICATION ALL EXCAVATION IN THIS PROJECT IS CONSIDERED UNCLASSIFIED. THE TERMS "EARTHWORK" OR "EXCAVATION" INCLUDE ALL MATERIALS EXCAVATED OR REMOVED, REGARDLESS OF MATERIAL CHARACTERISTICS. THE CONTRACTOR SHALL MAKE HIS OWN ESTIMATE OF THE KIND AND EXTENT OF THE EXCAVATION. 2.3 SITE GRADING PERFORM ALL EARTHWORK TO THE LINES AND GRADES AS SHOWN AND/OR ESTABLISHED BY THE ENGINEER, WITH PROPER ALLOWANCE FOR SURFACING SHOWN. SHAPE, TRIM, AND FINISH SLOPES OF CHANNELS TO CONFORM WITH THE LINES, GRADES, AND CROSS SECTIONS AS SHOWN OR APPROVED. MAKE SLOPES FREE OF ALL EXPOSED ROOTS AND STONES EXCEEDING 3-INCH DIAMETER WHICH ARE LOOSE AND LIABLE TO FALL. ROUND TOPS OF BANKS TO CIRCULAR CURVES, IN GENERAL , NOT LESS THAN A 6-FOOT RADIUS. ROUNDED SURFACES SHALL BE NEATLY AND SMOOTHLY TRIMMED. FINISHED SITE GRADING SHALL BE APPROVED BY THE ENGINEER. 2.4 STRUCTURAL EXCAVATION STRUCTURAL EXCAVATION SHALL INCLUDE CLEARING AND GRUBBING BEYOND THE EXCAVATION CATCH POINT. CLEARING AND GRUBBING SHALL CONFORM TO SECTION 2-01 OF THE STANDARD SPECIFICATIONS. STRUCTURAL EXCAVATION SHALL INCLUDE THE REMOVAL OF ANY AND ALL FORMATIONS INVOLVING ALL FOUNDATIONS AND BURIED SLABS ENCOUNTERED AND THE REMOVAL AND DISPOSAL OF ALL DEBRIS, INCLUDING SUBMERGED OR BURIED TIMBER. THE CONTRACTOR SHALL EXCAVATE TO THE DEPTH NECESSARY TO COMPLETE THE WORK AS SHOWN ON THE DRAWINGS. A. SHORING WHERE SHORING, SHEET PILING SHEETING, BRACING, LAGGING, OR OTHER SUPPORTS ARE NECESSARY TO PREVENT CAVE-INS OR DAMAGE TO EXISTING STRUCTURES, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO SITEWORK 2.0 - 1 CITY OF RENTON SITEWORK FLUORIDATION SYSTEM SEPTEMBER, 1986 DESIGN, FURNISH, PLACE, MAINTAIN, AND REMOVE SUCH SUPPORTS IN ACCORDANCE WITH APPLICABLE ORDINANCES AND SAFETY REQUIREMENTS. THE DESIGN, PLANNING, INSTALLATION AND REMOVAL OF ALL SHEETING, SHORING, SHEET PILING, LAGGING, AND BRACING SHALL BE ACCOMPLISHED IN SUCH A MANNER AS TO MAINTAIN THE UNDISTURBED STATE OF THE SOIL BELOW AND ADJACENT TO THE EXCAVATION. B. DISPOSAL OF EXCAVATED MATERIAL IT IS ANTICIPATED THAT THE MAJORITY OF THE EXCAVATED MATERIAL WILL BE SUITABLE FOR USE IN FILL AND BACKFILL. UNSUITABLE EXCAVATED MATERIAL SHALL BE DISPOSED OFF-SITE. SUITABLE EXCESS EXCAVATION SHALL BE DISPOSED BY THE CONTRACTOR. C. STOCKPILING OF EXCAVATED MATERIAL PERMISSIBLE AREAS FOR STOCKPILING OF SUITABLE EXCAVATED MATERIALS FOR LATER RE-USE SHALL BE DESIGNATED BY THE ENGINEER. 2.5 STRUCTURAL FILL ALL FILL UNDER STRUCTURES AND PAVED AREAS SHALL BE STRUCTURAL FILL AS SPECIFIED IN SECTION 9-03.12(1 ) A OF THE STANDARD SPECIFICATIONS. . STRUCTURAL FILL SHALL BEAR IN A FIRM BASE AND BE CONSTRUCTED IN UNIFORM LAYERS NOT EXCEEDING 9 INCHES IN LOOSE THICKNESS WITH EACH LIFT TO BE COMPACTED TO 95 PERCENT OF ITS MAXIMUM DENSITY AS DETERMINED BY ASTM D-1557. 2.7 GENERAL FILL ALL FILL THAT IS NOT BACKFILL FOR STRUCTURAL EXCAVATION OR NOTED ON THE PLANS AS STRUCTURAL FILL IS GENERAL FILL. GENERAL FILL SHALL BE CLASS B GRAVEL BACKFILL AND SHALL CONFORM TO THE REQUIREMENTS OF SECTION 9-03.12(1)B OF THE STANDARD SPECIFICATIONS. PLACEMENT AND COMPACTION BY REPEATED COVERAGES OF THE HAULING AND SPREADING EQUIPMENT AND SHALL BE FINAL GRADED AS SHOWN ON THE GRADING PLANS. 2.8 GRAVEL UNDER SLABS AND FOOTINGS CRUSHED SURFACING TOP COURSE WILL BE PLACED AND WELL COMPACTED UNDER CEMENT CONCRETE SLABS, FOOTINGS, PAVEMENT AND WALKS, WHERE SHOWN ON THE DRAWINGS, AND SHALL CONFORM TO SECTION 9-03.9(3) OF THE STANDARD SPECIFICATIONS. SITEWORK 2.0 - 2 CITY OF RENTON SITEWORK FLUORIDATION SYSTEM SEPTEMBER, 1986 2.9 RIPRAP PLACEMENT WHEREVER EXISTING RIPRAP IS DISTURBED OR DAMAGED, IT WILL BE REPAIRED IN ACCORDANCE WITH SECTION 8-15.3(2) OF THE STANDARD SPECIFICATIONS, LOOSE RIPRAP. 2.10 CONTROL OF WATER A. SYSTEMS THE CONTRACTOR SHALL FURNISH, INSTALL, AND OPERATE ALL NECESSARY MACHINERY, APPLIANCES, AND EQUIPMENT TO KEEP EXCAVATIONS FREE FROM WATER DURING CONSTRUCTION AND SHALL DEWATER AND DISPOSE OF THE WATER SO AS NOT TO CAUSE INJURY TO PUBLIC OR PRIVATE PROPERTY OR TO CAUSE A NUISANCE OR A MENACE TO THE PUBLIC. HE SHALL, AT ALL TIMES, HAVE ON HAND SUFFICIENT PUMPING EQUIPMENT AND MACHINERY IN GOOD WORKING CONDITION FOR ALL ORDINARY EMERGENCIES INCLUDING POWER OUTAGE AND SHALL HAVE AVAILABLE AT ALL TIMES COMPETENT WORKMEN FOR THE OPERATION OF THE PUMP EQUIPMENT. THE DEWATERING SYSTEM SHALL NOT BE SHUT DOWN BETWEEN SHIFTS , ON HOLIDAYS, OR WEEKENDS OR DURING WORK STOPPAGES, WITHOUT WRITTEN PERMISSION FROM THE ENGINEER. THE CONTROL OF GROUNDWATER SHALL BE SUCH THAT SOFTENING OF THE BOTTOM OF EXCAVATIONS, OR FORMATION OF QUICK CONDITIONS OR BOILS DURING EXCAVATION, SHALL BE PREVENTED. DEWATERING SYSTEMS SHALL BE DESIGNED AND OPERATED SO AS TO PREVENT REMOVAL OF THE NATURAL SOILS. DURING EXCAVATING, CONSTRUCTION OF THE STRUCTURES, INSTALLING OF PIPELINES, PLACING OF STRUCTURE AND TRENCH BACKFILL, AND THE PLACING AND SETTING OF CONCRETE, EXCAVATIONS SHALL BE KEPT FREE OF WATER EXCEPT AS SPECIFIED. THE CONTRACTOR SHALL CONTROL SURFACE RUNOFF SO AS TO PREVENT ENTRY OR COLLECTION OF WATER IN EXCAVATIONS. THE STATIC WATER LEVEL SHALL BE DRAWN DOWN A MINIMUM OF 1 FOOT BELOW THE BOTTOM OF THE EXCAVATION SO AS TO MAINTAIN THE UNDISTURBED STATE OF THE FOUNDATION SOILS AND ALLOW THE PLACEMENT OF ANY FILL OR BACKFILL TO THE REQUIRED DENSITY. THE DEWATERING SYSTEM SHALL BE INSTALLED AND OPERATED SO THAT THE GROUNDWATER LEVEL OUTSIDE THE EXCAVATION IS NOT REDUCED TO THE EXTENT THAT IT WOULD DAMAGE OR ENDANGER ADJACENT STRUCTURES OR PROPERTY. BEFORE DEWATERING IS STARTED, THE CONTRACTOR SHALL OBTAIN ACCEPTANCE BY THE ENGINEER FOR THE METHOD, INSTALLATION, AND DETAILS OF THE DEWATERING SYSTEM HE PROPOSES TO USE. OPEN ENCASED PUMPS SHALL NOT BE USED AS PRIMARY DEWATERING FOR EXCAVATIONS DEEPER THAN 3 FEET BELOW THE STATIC WATER TABLE. THE RELEASE OF GROUNDWATER TO ITS STATIC LEVEL SHALL BE PERFORMED IN SUCH A MANNER AS TO MAINTAIN THE UNDISTURBED STATE OF NATURAL SITEWORK 2.0 - 3 CITY OF RENTON SITEWORK FLUORIDATION SYSTEM SEPTEMBER, 1986 FOUNDATION SOILS PREVENT DISTURBANCE OF COMPACTED BACKFILL AND PREVENT FLOTATION OR MOVEMENT OF STRUCTURES AND PIPELINES. B. DE-SILTING WATER FROM DEWATERING OPERATIONS SHALL BE DESILTED BEFORE DISCHARGING. THE CONTRACTOR SHALL OBTAIN APPROVAL OF HIS METHOD FROM THE ENGINEER BEFORE PROCEEDING WITH ANY DEWATERING. IN ADDITION, OBTAIN APPROVAL AS TO THE EXACT LOCATION FOR THE CONTEMPLATED PUMP DISCHARGE AREAS. 2.11 GRAVEL BACKFILL FOR DRAINS ALL GRAVEL BACKFILL TO BE UTILIZED FOR DRAINAGE SYSTEM SHALL MEET THE REQUIREMENTS OF SECTION 9-03.12(4) OF THE STANDARD SPECIFICATIONS. 2.12 PAVING AND SURFACING 1. GRAVEL BASE AGGREGATE AGGREGATE FOR GRAVEL BASE, CLASS B, SHALL CONFORM WITH SECTION 9-03.10 OF THE STANDARD SPECIFICATIONS. 2. CRUSHED SURFACING TOP COURSE AGGREGATE AGGREGATE FOR CRUSHED SURFACING TOP COURSE SHALL CONFORM WiITH SECTION 9-03.9(3) OF THE STANDARD SPECIFICATIONS. 3. CEMENT CONCRETE PAVEMENT, SIDEWALKS, AND CURBS CEMENT CONCRETE PAVEMENT, SIDEWALKS, AND CURB SHALL BE CLASS B CONCRETE (3,000 PSI) PER THE CONCRETE SECTION OF THESE SPECIFICATIONS. CONSTRUCTION SHALL COMPLY WITH SECTION 5-0510F THE STANDARD SPECIFICATIONS. CURBS SHALL COMPLY WITH SECTION 8-040F THE APWA STANDARD SPECIFICATIONS. _ I 4. ASPHALT CONCRETE PAVEMENT PROVIDE A MINIMUM THICKNESS OF 2-INCHES OF ASPHALT CONCRETE PAVEMENT, CLASS B, IN CONFORMANCE WITH STANDARD SPECIFICATIONS SECTION 5-04. THE EDGES OF EXISTING ABUTTING PAVEMENT SHALLBE SAWCUT TO PRODUCE A CLEAN, STRAIGHT INTERSECTION BETWEEN THE NEW AND THE EXISTING PAVEMENT. -- I SITEWORK 2.0 - 4 CITY OF RENTON CONCRETE FLUORIDATION SYSTEM SEPTEMBER, 1986 t` 3.0 CONCRETE 3.0 TOLERANCES THE WORK COVERED IN THIS SECTION CONSISTS OF FURNISHING ALL LABOR , MATERIALS, AND EQUIPMENT FOR COMPLETE FABRICATION AND ERECTION OF ALL CONCRETE ITEMS SHOWN ON THE DESIGN DRAWINGS, AND AS SPECIFIED. 3.1 SUBMITTALS SUBMIT IN ACCORDANCE WITH SECTION 1 OF THESE SPECIFICATIONS AND AS FOLLOWS: INDICATE BAR SIZES, DIMENSIONS, QUANTITIES, LOCATIONS, SPACING, BENDING ( ' DIAGRAMS, AND WELDED WIRE FABRIC (INCLUDING SUPPORTS, SPACERS, AND RELATED ACCESSORIES) AS REQUIRED FOR THE FABRICATION AND PLACEMENT OF ALL CONCRETE REINFORCEMENT. PROVIDE MANUFACTURER'S CERTIFICATION THAT MATERIALS MEET THESE SPECIFICATION REQUIREMENTS, INCLUDING MATERIAL CONTENT PER CUBIC YARD FOR EACH CLASS OF CONCRETE FURNISHED. THIS SHALL INCLUDE DRY WEIGHT OF CEMENT, SATURATED SURFACE, DRY WEIGHTS OF FINE AND COARSE AGGREGATES, WEIGHT OF WATER PLUS QUANTITIES, TYPES, AND BRAND NAMES OF ADMIXTURES. DO NOT PROCEED WITH CONCRETE CONSTRUCTION WITHOUT PRIOR APPROVAL OF ALL CONCRETE MIXES. 3.2 TESTING THE CITY WILL PROVIDE AND PAY ALL COSTS OF CONCRETE TESTING. THE CONTRACTOR SHALL GIVE THE CITY 48-HOUR NOTICE PRIOR TO CONCRETE PLACEMENT FOR TESTING COORDINATION. THE CONTRACTOR SHALL PROVIDE ALL ASSISTANCE AND COOPERATION NECESSARY TO THE TESTING PERSONNEL TO OBTAIN ADEQUATE CONCRETE TESTS. THE CONTRACTOR WILL HAVE ACCESS TO ALL TESTING RESULTS AS SOON AS THEY ARE AVAILABLE. 1 3.3 CONCRETE MATERIALS ° CEMENT SHALL CONFORM TO ASTM C 150, TYPE II. CONCRETE 3.0 - 1 CITY OF RENTON CONCRETE FLUORIDATION SYSTEM SEPTEMBER, 1986 ° WATER SHALL BE CLEAN AND FREE FROM OIL, ACID, ALKALI , ORGANIC MATTER, OR OTHER DELETERIOUS SUBSTANCES. o CONCRETE AGGREGATES SHALL CONFORM TO ASTM C 33 , OR TO THE APPLICABLE SPECIFICATIONS OF THE WASHINGTON STATE HIGHWAY DEPARTMENT FOR BRIDGE CONSTRUCTION. FINE AGGREGATE , WHEN TESTED IN ACCORDANCE WITH ASTM C 87, SHALL DEVELOP A COMPRESSIVE STRENGTH AT 7 AND 28 DAYS OF NOT LESS THEN 85 PERCENT OF THAT DEVELOPED BY THE STANDARD MORTAR SPECIFIED IN 1 ASTM C 87 AS THE BASIS OF COMPARISON. o CONCRETE SHALL ATTAIN A 28-DAY STRENGTH OF f'c = 3,000 PSI AND MIX SHALL CONTAIN NOT LESS THAT SIX SACKS OF CEMENT PER CUBIC YARD NOR MORE THAN SIX GALLONS OF WATER PER SACK OF CEMENT. THE MINIMUM AMOUNTS OF CEMENT AND MAXIMUM AMOUNTS OF WATER MAY BE CHANGED IF A CONCRETE DESIGN MIX IS SUBMITTED TO THE STRUCTURAL ENGINEER TWO WEEKS PRIOR TO PLACING ANY CONCRETE. THE CONCRETE DESIGN MIX SHALL INCLUDE THE AMOUNT OF CEMENT, FINE AND COARSE AGGREGATE, WATER AND ADMIXTURES AS WELL AS THE WATER CEMENT RATIO, SLUMP, CONCRETE YIELD AND SUSTAINING STRENGTH DATA IN ACCORDANCE WITH U.B.C. 2604 (c) . THE USE OF A DESIGN MIX REQUIRES BATCH PLANT INSPECTION. ALL CONCRETE EXPOSED TO WEATHER SHALL BE AIR-ENTRAINED WITH AN AIR-ENTRAINING AGENT CONFORMING TO U.B.C. STANDARD 26-9. THE AMOUNT SHALL BE 4% + 1% BY VOLUME. LOCAL MATERIALS FOR CONCRETE SHALL BE USED INSOFAR AS PRACTICABLE AND CAPABLE OF MEETING THE SPECIFICATIONS. THE PROPORTIONS AND GENERAL DESIGN OF THE CONCRETE MIXTURE AND THE CEMENT GIVEN IN TABLE 1 HEREINAFTER ARE SUITABLE FOR THE USE OF MATERIALS AVAILABLE IN THE VICINITY AND ARE BASED UPON THE USE OF LOCAL AGGREGATES. OTHER SOURCES OF MATERIALS MAY BE USED. THIS STATEMENT DOES NOT RELIEVE THE CONTRACTOR FROM THE REQUIREMENTS AS TO QUALITY, EVEN THOUGH SOME LOCAL MATERIALS MAY NOT MEET THESE STANDARDS. 3.4 CONCRETE FORMS 1. DESIGN DESIGN OF THE CONCRETE FORMS SHALL BE SUFFICIENTLY TIGHT TO PREVENT LEAKAGE OF MORTAR AND SHALL BE PROPERLY BRACED OR TIED TOGETHER SO AS TO MAINTAIN THE DESIRED POSITION AND SHAPE UNTIL REMOVED. 2. CONSTRUCTION FORM CONSTRUCTION FOR SURFACES THAT WILL BE COVERED WITH BACKFILL MAY BE OF STEEL, PLYWOOD, OR DRESSED MATCHED LUMBER. CONSTRUCT FORMS TO THE SHAPE, LINES, GRADES, AND DIMENSIONS OF THE CONCRETE CALLED FOR ON THE PLANS. CONCRETE 3.0 - 2 CITY OF RENTON CONCRETE FLUORIDATION SYSTEM SEPTEMBER, 1986 3. OILING UNLESS OTHERWISE DIRECTED, THE CONTACT SURFACES OF FORMS SHALL BE COATED WITH A COLORLESS, NON STAINING MINERAL OIL FREE FROM KEROSENE, OR OTHER APPROVED SUITABLE MATERIAL, TO PERMIT SATISFACTORY REMOVAL OF FORMS. WHERE OIL OR SIMILAR MATERIAL IS USED, IT SHALL BE APPLIED PRIOR TO INSTALLATION, IF POSSIBLE, AND BEFORE REINFORCEMENT IS PLACED. 4. REMOVAL DO NOT START THE REMOVAL OF FORMS UNTIL THE CONCRETE HAS ATTAINED THE NECESSARY STRENGTH TO SUPPORT ITS OWN WEIGHT, AND THE CONSTRUCTION LIVE LOADS, AND HAS SUFFICIENT STRENGTH TO PREVENT CRACKING OR CHIPPING WHEN THE FORMS ARE REMOVED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE RESULTING FROM PREMATURE REMOVAL OF FORMS. DO NOT PLACE BACKFILL AGAINST WALLS BELOW GRADE UNTIL THE CONCRETE HAS OBTAINED A COMPRESSIVE STRENGTH EQUAL TO 2/3 OF THE SPECIFIED 28-DAY COMPRESSIVE STRENGTH, EXCEPT AS OTHERWISE DIRECTED BY THE OWNER. 5. DE-WATERING DO NOT ALLOW WATER TO FLOW THROUGH AREAS WHERE FORMS ARE TO BE PLACED. DURING FORM CONSTRUCTION AND PRIOR TO PLACEMENT OF CONCRETE , KEEP FOOTINGS AND FLOOR SLAB AREAS FREE OF WATER. DIVERT ANY FLOW OF WATER INTO THE EXCAVATION THROUGH PROPER SIDE DRAINS TO A SUMP AND REMOVE BY PUMPING OR OTHER ACCEPTABLE METHODS. 3.5 REINFORCING STEEL REINFORCING STEEL SHALL CONFORM TO ASTM A615-81a , GRADE 60, fy = 60,000 PSI . EXCEPTIONS: COLUMN TIES, BEAM STIRRUPS, BARS TO BE FIELD BENT, BARS TO BE WELDED AND ANY OTHER BARS SPECIFICALLY SO NOTED ON THE DRAWINGS SHALL BE GRADE 40, fy = 40,000 PSI. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH ACI 315-74 AND 318-77. LAP ALL CONTINUOUS REINFORCEMENT 30 BAR DIAMETERS OR 2'-0" MINIMUM. PROVIDE CORNER BARS AT ALL WALL INTERSECTIONS. LAP CORNER BARS 30 BAR DIAMETERS OR 2'-O" MINIMUM. LAP ADJACENT MATS OF WELDED WIRE FABRIC ONE FULL WIRE-SPACING AT SIDES AND ENDS. - I NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. CONCRETE 3.0 - 3 CITY OF RENTON CONCRETE FLUORIDATION SYSTEM SEPTEMBER, 1986 CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE THREE (3) INCHES FOR THE FOUNDATION. TIE WIRE SHALL BE BLACK ANNEALED WIRE, 16-1/2 GAUGE OR HEAVIER. BAR SUPPORTS SHALL CONFORM TO "BAR SUPPORT SPECIFICATION" . CRSI MANUAL OF STANDARD PRACTICE , MSP-1-80. PROVIDE CLASS 1 , PLASTIC PROTECTED BAR SUPPORTS. USE PRE-CAST CONCRETE BLOCKS TO SUPPORT BARS OFF GROUND. REINFORCING SHALL BE KEPT FREE OF RUST AND LOOSE SCALE AT TIME OF DELIVERY. BARS WITH KINKS, IMPROPER BENDS, OR REDUCED CROSS SECTION DUE TO ANY CAUSE WILL NOT BE USED. � I 3.6 CAST IN PLACE CONCRETE 1. CONCRETE CHARACTERISTIC REQUIREMENTS - I CONCRETE MIX PROPORTIONS USED SHALL BE DESIGNED TO MEET THE FOLLOWING REQUIREMENTS: o MIN. COMPRESSIVE FIELD STRENGTH AT 28 DAYS 3,000 PSI o CEMENT FACTOR (SACKS OF CEMENT/CU. YD. - MIN.) NOT LESS THAN 6 SACKS o WATER REDUCING AGENT ADDED PER SACK OF AS RECOMMENDED CEMENT (LBS.) BY MFR. o MAX. WATER PER 94 LB. SACK OF CEMENT (GALS) NOT MORE THAN 6 GALS. o FINE AGGREGATE, % TOTAL BY WEIGHT (RANGE) 35-45 o SLUMP RANGE (INCHES) 2-4 o MAX. SIZE COARSE AGGREGATE (INCHES) 7/8 o ENTRAINED AIR (PERCENT BY VOLUME) (RANGE) 4% +/- 1% NOTE : CONCRETE CYLINDERS MAY BE TAKEN TO VERIFY SLUMP AND REINFORCING MATERIAL AS DETERMINED BY THE CITY. IN ORDER TO OBTAIN PROPER WORKABILITY AND A SMOOTH, DENSE, HOMOGENEOUS PLASTIC MIXTURE, FREE FROM SEGREGATION, THE PERCENTAGE OF FINE AGGREGATE ' MAY BE VARIED DURING THE PROGRESS OF THE WORK. CONCRETE TRANSPORTED IN A TRUCK MIXER SHALL BE DISCHARGED AT THE JOB WITHIN 1-1/2 HOURS AFTER THE CEMENT HAS BEEN ADDED TO THE WATER OR THE AGGREGATES. CONCRETE 3.0 - 4 CITY OF RENTON CONCRETE FLUORIDATION SYSTEM SEPTEMBER, 1986 2. CURING MATERIALS i WATERPROOF SHEET MATERIALS CONFORMING TO ASTM C171 OR LIQUID MEMBRANE-FORMING COMPOUNDS CONFORMING TO ASTM C309. ( 3. BONDING AGENT FURNISH PRODUCTS BY RECOGNIZED MANUFACTURERS SUCH AS LARSEN "WELD-CRETE", SONNEBORN "SONOBOND" OR APPROVED. - I 4. COLD WEATHER A. ' PLACE NO CONCRETE WHEN AIR TEMPERATURE IS BELOW 40 DEGREES WITHOUT TAKING ADEQUATE PRECAUTIONS TO PROTECT THE WORK. B. CONTRACTOR SHALL PROVIDE ADEQUATE EQUIPMENT FOR HEATING r MATERIALS AND PROTECTING CONCRETE DURING FREEZING OR NEAR FREEZING WEATHER. ALL MATERIALS, REINFORCEMENT, FORMS, AND GROUND IN CONTACT WITH CONCRETE SHALL BE FREE FROM FROST AT TIME OF PLACEMENT. HEAT MIXING WATER AS REQUIRED. USE NO MATERIALS CONTAINING ICE. C. APPROVED DETAILED RECOMMENDATIONS FOR COLD WEATHER CONCRETING ARE CONTAINED IN "RECOMMENDED PRACTICE FOR COLD WEATHER CONCRETING" , ACI 306. 5. HOT WEATHER A. PLACE NO CONCRETE WHEN AIR TEMPERATURE EXCEEDS 85 DEGREES OR WHEN THE COMBINATION OF HIGH TEMPERATURE, LOW HUMIDITY, AND WIND VELOCITY IS DEEMED TO BE DETRIMENTAL TO CONCRETE OPERATIONS UNLESS ADEQUATE PRECAUTIONS ARE TAKEN TO PROTECT THE WORK. B. ALL INGREDIENTS SHALL BE COOLED PRIOR TO MIXING. FLAKE ICE OR CRUSHED ICE OF A SIZE THAT WILL MELT COMPLETELY DURING MIXING MAY BE SUBSTITUTED FOR ALL OR PART OF THE WATER. COOL FORMS AND REINFORCING PRIOR TO PLACING CONCRETE. C. APPROVED DETAILED RECOMMENDATIONS FOR HOT WEATHER CONCRETE ARE CONTAINED IN "RECOMMENDED PRACTICE FOR HOT WEATHER CONCRETING" ACI 305. 6. OTHER ADVERSE WEATHER CONDITIONS DO NOT PLACE CONCRETE DURING RAIN, SLEET, OR SNOW UNTIL ADEQUATE PROTECTION IS PROVIDED. • CONCRETE 3.0 - 5 CITY OF RENTON CONCRETE FLUORIDATION SYSTEM SEPTEMBER, 1986 7. CONSOLIDATION A. ALL CONCRETE SHALL BE CONSOLIDATED BY VIBRATION WHICH MAY BE i, SUPPLEMENTED BY HAND SPADING, RODDING, FORKING, OR TAMPING. CONCRETE SHALL BE THOROUGHLY WORKED AROUND THE REINFORCEMENT, AROUND EMBEDDED ITEMS, AND INTO CORNERS OF FORMS TO ELIMINATE ALL AIR OR STONE POCKETS WHICH MAY CAUSE HONEYCOMBING, PITTING, OR PLANES OF WEAKNESS. B. INTERNAL VIBRATORS SHALL HAVE A MINIMUM FREQUENCY OF 8 ,000 (-- VIBRATIONS PER MINUTE AND SUFFICIENT AMPLITUDE TO CONSOLIDATE THE CONCRETE EFFECTIVELY. VIBRATORS SHALL BE OPERATED BY EXPERIENCED WORKMEN. C. INTERNAL VIBRATORS SHALL BE INSERTED AND WITHDRAWN AT POINTS APPROXIMATELY 18 INCHES APART IN EACH DIRECTION. AT EACH INSERTION, THE DURATION SHALL BE SUFFICIENT TO CONSOLIDATE THE CONCRETE BUT NOT SUFFICIENT TO CAUSE SEGREGATION, GENERALLY BETWEEN 5 AND 15 SECONDS. DO NOT USE VIBRATORS TO TRANSPORT CONCRETE WITHIN THE FORMS. D. SLABS SHALL BE CONSOLIDATED BY UTILIZING VIBRATING SCREEDS, ROLLER PIPE SCREEDS, INTERNAL VIBRATORS, OR OTHER METHODS AS APPROVED. E. CONTRACTOR SHALL HAVE A SPARE VIBRATOR AVAILABLE AT THE JOB SITE DURING ALL CONCRETE PLACING OPERATIONS. 8. BONDING CONCRETE A. AT CONSTRUCTION JOINTS: THOROUGHLY CLEAN SURFACE OF EXISTING CONCRETE TO REMOVE ALL LAITANCE. APPLY APPROVED BONDING AGENT TO EXISTING CONCRETE IN ACCORDANCE WITH THE MANUFACTURER ' S RECOMMENDATIONS, OR ROUGHEN THE EXISTING CONCRETE SURFACE IN SUCH A MANNER AS TO EXPOSE THE AGGREGATE UNIFORMLY BUT NOT LEAVE LAITANCE, LOOSENED AGGREGATE PARTICLES, OR DAMAGED CONCRETE AT THE SURFACE. DAMPEN JOINT AND COAT WITH GROUT MIXTURE IN ACCORDANCE WITH ACI 301, SECTION 8.5, PRIOR TO PLACING FRESH CONCRETE. B. AT PATCHES, REPAIRS, AND OTHER AREAS REQUIRING BONDING OF NEW TO EXISTING CONCRETE: APPLY APPROVED BONDING AGENT TO EXISTING CONCRETE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 9. PLACING OF CONCRETE SHALL BE AS FOLLOWS: A. BEFORE BEGINNING PLACEMENT OF CONCRETE, REMOVE HARDENED CONCRETE AND FOREIGN MATERIALS FROM THE INNER SURFACE OF THE MIXING AND CONVEYING EQUIPMENT. BEFORE DEPOSITING CONCRETE, REMOVE DEBRIS FROM THE SPACE TO BE OCCUPIED BY THE CONCRETE. REINFORCEMENT CONCRETE 3.0 - 6 CITY OF RENTON CONCRETE FLUORIDATION SYSTEM SEPTEMBER, 1986 SHALL BE SECURED IN POSITION AND ACCEPTABLE TO THE DISTRICT BEFORE THE CONCRETE IS PLACED. B. HANDLE CONCRETE FROM THE MIXER, READY-MIXED TRUCK, OR FROM THE TRANSPORTING VEHICLE TO THE PLACE OF FINAL DEPOSIT AS RAPIDLY AS PRACTICABLE BY METHODS WHICH PREVENT THE SEPARATION OR LOSS OF THE INGREDIENTS. UNDER NO CIRCUMSTANCES SHALL CONCRETE THAT HAS PARTIALLY HARDENED BE DEPOSITED IN THE WORK. C. WORK CONCRETE INTO PLACE IN CORNERS AND AROUND REINFORCING, DURING AND IMMEDIATELY AFTER DEPOSITING, AND COMPACT BY MECHANICAL VIBRATION. D. DEPOSIT CONCRETE CONTINUOUSLY OR IN LAYERS OF SUCH THICKNESS THAT NO CONCRETE WILL BE DEPOSITED ON CONCRETE WHICH HAS HARDENED SUFFICIENTLY TO CAUSE THE FORMATION OF SEAMS AND PLANES OF WEAKNESS WITHIN THE SECTION. IF A SECTION CANNOT BE PLACED CONTINUOUSLY, CONSTRUCTION JOINTS MAY BE LOCATED AT POINTS AS PROVIDED FOR IN THE PLANS OR AS APPROVED BY THE CITY. 3.7 EMBEDDED ITEMS { ALL EMBEDDED ITEMS SHALL BE POSITIONED ACCURATELY AND SUPPORTED AGAINST DISPLACEMENT. VOIDS IN SLEEVES INSERTS, ANCHOR SLOTS, ETC. , SHALL BE FILLED TEMPORARILY WITH READILY REMOVABLE MATERIALS TO PREVENT THE ENTRY OF CONCRETE INTO THE VOIDS. 3.8 VAPOR BARRIER A. PROVIDE APPROVED BARRIER MATERIAL OVER SUBGRADE AT ALL INTERIOR SLABS ON GRADE. B. INSTALL VAPOR BARRIER IN LARGEST PRACTICABLE SIZES. LAP EDGE JOINTS 6 INCHES MINIMUM AND SEAL CONTINUOUSLY. FIT AROUND SERVICE OPENINGS, PIPING, AND SEAL. PROTECT FROM EXCESSIVE DAMAGE AND REPAIR PUNCTURES AND TEARS PRIOR TO PLACING CONCRETE. 3.9 SAND FILL OVER VAPOR BARRIER SAND PLACED ON THE VAPOR BARRIER SHALL BE CLEAN AND FREE OF MATERIALS WHICH WOULD DAMAGE THE BARRIER MATERIAL FOR A THICKNESS AS SHOWN ON THE CONSTRUCTION DRAWINGS. MAXIMUM GRAIN SIZE FOR THE SAND SHALL BE 8/16-INCH. 3.10 NON-SHRINK GROUT GROUT, WHERE REQUIRED FOR ANCHORING, PATCHING, AND GROUTING SHALL CONFORM TO THE REQUIREMENTS OF SECTION 4.3, "MASONRY GROUT" UNLESS SPECIFICALLY IDENTIFIED AS A DIFFERENT TYPE OF GROUT ON THE PLANS. CONCRETE 3.0 - 7 i I CITY OF RENTON CONCRETE FLUORIDATION SYSTEM SEPTEMBER, 1986 A. MIX AND PLACE GROUT MATERIALS IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. PROTECT ADJACENT FINISHED SURFACES FROM DEFACEMENT. B. PROVIDE FOR EQUIPMENT BASES, SLEEVES, DRILLED-IN REBAR AND ELSEWHERE AS SHOWN ON THE DRAWINGS. 3.11 CONCRETE FINISHES 1. GENERAL DO NOT PLACE CONCRETE WHICH REQUIRES FINISHING UNTIL THE MATERIALS, TOOLS, AND LABOR NECESSARY FOR FINISHING THE WET CONCRETE ARE ON THE JOB AND ACCEPTABLE TO THE CITY, ALL HORIZONTAL SURFACES SHALL BE STEEL TROWELED, UNLESS OTHERWISE SPECIFIED. 2. PATCHING DEFECTS IN ALL CONCRETE SURFACES SHALL BE CUT OUT AND PATCHED AS SPECIFIED HEREIN. AFTER REMOVAL OF THE FORMS ALL IMPERFECTIONS, ROCK POCKETS, HOLES FROM FORM TIES, AND OTHER DEFECTS SHALL BE CHIPPED OUT TO SOLID CONCRETE. THE SURFACE OF THE CAVITY TO BE PATCHED SHALL BE THOROUGHLY WET BEFORE THE PATCHING MIXTURE IS APPLIED. WHERE THE PULL-OUT TYPE TIES ARE USED, THE HOLES SHALL BE FILLED AS RECOMMENDED BY THE MANUFACTURER OF THE TIES AND AS APPROVED. 3. MONOLITHIC FINISH FINISH FLOOR BY SCREEDING AND FLOATING WITH STRAIGHT EDGES TO BRING THE SURFACES TO THE REQUIRED FINISH ELEVATION SHOWN ON THE PLANS. WHILE THE CONCRETE IS STILL GREEN, BUT SUFFICIENTLY HARDENED TO BEAR A MAN ' S WEIGHT WITHOUT DEEP IMPRINT, IT SHALL BE FLOATED TO A TRUE, EVEN PLANE WITH NO COARSE AGGREGATE VISIBLE. SUFFICIENT PRESSURE SHALL BE USED ON THE FLOATS TO BRING MOISTURE TO THE SURFACE. AFTER SURFACE MOISTURE HAS DISAPPEARED, THE CONCRETE SHALL BE HAND TROWELED TO PRODUCE A SMOOTH, IMPERVIOUS SURFACE, FREE FROM TROWEL MARKS. AN ADDITIONAL TROWELING SHALL BE GIVEN TO THE SURFACE FOR THE PURPOSE OF BURNISHING. THE FINAL TROWELING SHALL PRODUCE A RINGING SOUND FROM THE TROWEL. DRY CEMENT OR ADDITIONAL WATER SHALL NOT BE USED IN TROWELING. CONCRETE 3.0 - 8 CITY OF RENTON MASONRY FLUORIDATION SYSTEM SEPTEMBER, 1986 4.0 MASONRY 4.0 GENERAL THE WORK COVERED IN THIS SECTION CONSISTS OF FURNISHING ALL LABOR , MATERIALS, AND EQUIPMENT FOR COMPLETE FABRICATION AND ERECTION OF ALL MASONRY ITEMS SHOWN ON THE DESIGN DRAWINGS AND AS SPECIFIED. 4.1 TOLERANCES VARIATIONS FROM PLUMB, SPECIFIED GRADE, CONSPICUOUS LINES, AND WALLS, SHALL BE +/- 1/4 INCH IN ANY 10 FOOT LENGTH, NOT TO EXCEED +/- 1 INCH OVERALL. VARIATIONS FROM DIMENSION SHALL NOT EXCEED PLUS 2 INCHES, MINUS 1/2 INCH. 4.2 MASONRY MORTAR THIS SPECIFICATION INCLUDES ALL WORK REGARDING MASONRY MORTAR. THE CONTRACTOR SHALL DELIVER AND STORE THE MANUFACTURED PRODUCTS IN ORIGINAL, UNOPENED CONTAINERS AND STORE CEMENTITIOUS INGREDIENTS IN WEATHER-TIGHT ENCLOSURES AND PROTECT AGAINST CONTAMINATION AND WAREHOUSE SET. ADDITIONALLY, HE SHALL STOCKPILE AND HANDLE AGGREGATES TO PREVENT CONTAMINATION FROM FOREIGN MATERIALS, STORE ADMIXTURES TO PREVENT CONTAMINATION OR DAMAGE FROM EXCESSIVE TEMPERATURE CHANGES, AND KEEP WATER FREE FROM ALL HARMFUL MATERIALS. THE CONTRACTOR SHALL HEAT THE MIXING WATER WHEN AIR TEMPERATURE IS BELOW 40 DEGREES FAHRENHEIT AND HEAT AGGREGATES WHEN AIR TEMPERATURE IS BELOW 32 DEGREES FAHRENHEIT TO ASSURE MORTAR TEMPERATURE BETWEEN 40 DEGREES FAHRENHEIT AND 120 DEGREES FAHRENHEIT UNTIL USED. THE CONTRACTOR SHALL PRODUCE SUBSEQUENT MORTAR BATCHES WITHIN +/- 10 DEGREES FAHRENHEIT OF THE FIRST BATCH. THE WATER OR SAND SHALL NOT BE HEATED ABOVE 120 DEGREES FAHRENHEIT. MORTAR SHALL BE TYPE "S" , MINIMUM COMPRESSIVE STRENGTH OF 1 ,800 PSI AT 28 DAYS AND COMPLY WITH THE STANDARD SPECIFICATIONS OUTLINE IN ASTM C270 FOR UNIT MASONRY MORTAR. PROPORTION MORTAR BY VOLUME AND MIX IN A STANDARD MORTAR MIXER OPERATED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. MIX INGREDIENTS THOROUGHLY IN DRY FORM AND ADD WATER TO BRING THE MIXTURE TO THE PROPER CONSISTENCY FOR USE. DO NOT HAND MIX MORTAR. MASONRY-4.0-1 CITY OF RENTON MASONRY FLUORIDATION SYSTEM SEPTEMBER, 1986 FIELD COMPRESSIVE TEST SPECIMENS FOR MORTAR SHALL BE IN ACCORDANCE WITH UBC 24-23. THE ENGINEER WILL DECIDE WHEN TEST SPECIMENS ARE REQUIRED, AND THE CITY SHALL PAY ALL TEST COSTS. THE CONTRACTOR SHALL FURNISH ALL ASSISTANCE REQUIRED FOR OBTAINING TEST SPECIMENS. 4.3 MASONRY GROUT MASONRY GROUT SHALL COMPLY WITH THE FOLLOWING SPECIFICATIONS: 1. ASTM C150, PORTLAND CEMENT 2. ASTM C476, MORTAR AND GROUT FOR REINFORCED MASONRY 3. ASTM C404, AGGREGATE FOR MASONRY GROUT 4. UBC 24-23, FIELD TEST FOR GROUT AND MORTAR THE CONTRACTOR SHALL DELIVER AND STORE MANUFACTURED PRODUCTS IN ORIGINAL UNOPENED CONTAINERS AND STORE CEMENTITIOUS INGREDIENTS IN WEATHERTIGHT ENCLOSURES TO PROTECT AGAINST CONTAMINATION AND WAREHOUSE SET. THE AGGREGATE SHALL BE STOCKPILED TO PREVENT CONTAMINATION FROM FOREIGN MATERIALS AND THE ADMIXTURES SHALL BE STORED TO PREVENT CONTAMINATION OR DAMAGE FROM EXCESS TEMPERATURE CHANGE. WATER TO BE USED IN MIXING THE GROUT SHALL BE FREE FROM HARMFUL MATERIALS. THE MASONRY GROUT SHALL CONSIST OF ONE PART PORTLAND CEMENT TO THREE PARTS MASONRY SAND AND ONE-TENTH PART LIME PER ASTM C476 FINE GROUT STANDARDS. IT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI AND SHALL SLUMP APPROXIMATELY 11 INCHES WHEN MEASURED BY A STANDARD SLUMP CONE. ALL UNDERGROUND CONCRETE JOINTS SHALL BE EXTERNALLY SEALED TO A WATERTIGHT CONDITION WITH ADHESIVE ENGINEERING COMPANY "CONCREHSIVE" . MIX AS SPECIFIED FOR MASONRY MORTAR. FIELD COMPRESSIVE TEST SPECIMENS FOR GROUT SHALL BE IN ACCORDANCE WITH UBC 24-23. THE ENGINEER WILL DECIDE WHEN TEST SPECIMENS ARE REQUIRED AND THE CITY SHALL PAY ALL TEST COSTS. THE CONTRACTOR SHALL FURNISH ALL ASSISTANCE REQUIRED FOR OBTAINING TEST SPECIMENS. 4.4 MASONRY ACCESSORIES THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS SHOWING ALL REINFORCEMENT LOCATIONS WITHIN MASONRY WALLS AND STRUCTURES. IN ADDITION, HE SHALL PROVIDE MILL TEST REPORTS FOR EACH SHIPMENT OF REINFORCEMENT AND SHOP 1 DRAWINGS FOR ALL ACCESSORIES SHOWING TYPE, SIZE, AND BRAND NAME. REINFORCING BARS TO BE USED FOR MASONRY WORK SHALL BE ASTM A615, GRADE 60, SIZE AS SHOWN ON THE DRAWINGS. ANCHORS SHALL BE DOVETAIL ANCHOR SLOTS AND MASONRY-4.0-2 CITY OF RENTON MASONRY FLUORIDATION SYSTEM SEPTEMBER, 1986 ANCHORS. ANCHOR SLOTS SHALL RE EQUAL TO BURKE'S FLEMING MASONRY ANCHOR SLOT AND ANCHORS SHALL BE EQUAL TO AA WIZE PRODUCTS DOVETAIL FLEX-O-LOK CHANNEL AND TIES, OR EQUAL. ALL HORIZONTAL REINFORCEMENT SHALL BE AS SHOWN ON THE DRAWINGS. THE MASONRY ACCESSORIES SHALL BE INSTALLED AS SHOWN ON THE CONTRACT DRAWINGS AND SUBMITTED DETAILS. THE CONTRACTOR SHALL NOT SPLICE REINFORCING EXCEPT AS SHOWN ON THE DRAWINGS. THE MINIMUM SPLICE, WHERE NOT INDICATED, SHALL BE 24 BAR DIAMETERS BUT NOT LESS THAN 18 INCHES. ALL AND ACCESSORIES SHALL BE CLEANED OF ALL DIRT, GREASE, OIL, LOOSE MILL SCALE, EXCESSIVE RUST, OR OTHER FOREIGN MATTER, WHICH MAY REDUCE BOND WITH GROUT OR MORTAR. 4.4 HOLLOW MASONRY UNITS 1. QUALITY ASSURANCE ALL CONSTRUCTION, USING UNIT MASONRY, SHALL BE IN CONFORMANCE WITH THE UNIFORM BUILDING CODE. 2. SUBMITTALS THE CONTRACTOR SHALL SUPPLY TWO FULL-SIZE HOLLOW MASONRY UNITS OF EACH TYPE. THE COLOR AND SURFACE TEXTURE OF THE MASONRY UNITS AT THE FLUORIDATION BUILDING SHALL MATCH THE EXISTING WELL NO. 9 BUILDING. CONCRETE MASONRY UNITS SHALL BE USED AT SPRINGBROOK SPRINGS. THE MANUFACTURERS' CERTIFICATION THAT MASONRY UNITS FURNISHED MEET OR EXCEED THE SPECIFICATIONS SHALL BE SUPPLIED TO THE ENGINEER FOR HIS APPROVAL. 3. PRODUCT DELIVERY, STORAGE, AND HANDLING THE CONTRACTOR SHALL. STORE MASONRY UNITS ABOVE GROUND ON LEVEL PLATFORMS WHICH SHALL ALLOW AIR CIRCULATION UNDER STACKED UNITS. ALL BLOCKS SHALL BE COVERED AND PROTECTED AGAINST WETTING PRIOR TO USE AND THE CONTRACTOR SHALL HANDLE UNITS ON PALLETS OR FLAT BED BARROWS. THERE SHALL BE NO FREE DISCHARGE FROM CONVEYER UNITS OR TRANSPORTING IN MORTAR TRAYS. 4. COLD WEATHER CONDITIONS THE CONTRACTOR SHALL NOT PLACE CONCRETE MASONRY UNITS WHEN AIR TEMPERATURE IS BELOW 40 DEGREES FAHRENHEIT WITHOUT PROTECTION. IN ADDITION, THE CONTRACTOR SHALL BE RESPONSIBLE TO PROTECT HIS WORK FROM FREEZING FOR A PERIOD OF 48 HOURS FOLLOWING THE TIME THE BLOCKS HAVE BEEN LAID. MASONRY-4.0-3 • CITY OF RENTON MASONRY FLUORIDATION SYSTEM SEPTEMBER, 1986 5. HOT WEATHER CONDITIONS THE MASONRY CONSTRUCTION SHALL BE PROTECTED FROM DIRECT EXPOSURE TO WIND AND SUN WHEN ERECTED IN AN AMBIENT AIR TEMPERATURE OF 90 DEGREES FAHRENHEIT AS MEASURED IN THE SHADE WITH THE RELATIVE HUMIDITY LESS THAN 50 PERCENT. 6. MATERIALS CONCRETE MASONRY UNITS SHALL BE THE HOLLOW LOAD-BEARING UNIT, CONFORMING TO ASTM C652, GRADE SW, TYPE HBX. ALL UNITS, UNLESS OTHERWISE NOTED, SHALL HAVE A UNIFORM QUALITY, TEXTURE, AND COLOR. ALL UNITS SHALL BE MANUFACTURED BY EXTRUSION METHOD AND SHALL NOT BE DRYPRESS UNITS. UNIT SIZES AND SHAPES SHALL BE 8" X 4" X 16" AND THE EXTERNALLY EXPOSED FACES SHALL BE FINISHED. 7. WORKMANSHIP THE CONTRACTOR SHALL LAY ONLY DRY MASONRY UNITS. WHEN MASONRY NEEDS `TO BE SAWED, ONLY MASONRY SAWS SHALL BE USED TO CUT AND FIT MASONRY UNITS. THE CONTRACTOR SHALL SEE TO IT THAT ALL MASONRY UNITS SHALL BE CUT AND FIT AS REQUIRED TO ACCOMMODATE THE WORK OF OTHER TRADES WITH MASONRY MECHANICS. MASONRY BOND SHALL BE THE RUNNING BOND UNLESS OTHERWISE SHOWN OR NOTED. ALL UNITS SHALL BE SET PLUMB, TRUE TO LINE, AND WITH LEVEL COURSES ACCURATELY SPACED. THE MASONRY UNIT SHALL BE ADJUSTED TO FINAL POSITION WHILE THE MORTAR IS SOFT AND PLASTIC. IF THE UNITS ARE DISPLACED AFTER THE MORTAR HAS STIFFENED, THE CONTRACTOR SHALL REMOVE, CLEAN THE JOINTS AND UNITS OF MORTAR, AND RELAY WITH FRESH MORTAR. WHEN JOINING FRESH MASONRY TO SET OR PARTIALLY SET MASONRY CONSTRUCTION, THE CONTRACTOR SHALL CLEAN THE EXPOSED SURFACE OF SET MASONRY AND REMOVE LOOSE MORTAR PRIOR TO LAYING FRESH MASONRY. 8. MORTAR BEDS UNITS SHALL BE LAID WITH FULL MORTAR COVERAGE ON HORIZONTAL AND VERTICAL FACE SHELLS AND WEBS. 9. JOINTS ALL JOINTS SHALL HAVE A NOMINAL THICKNESS OF 3/8 INCH AND SHALL BE UNIFORM IN NATURE. VERTICAL JOINTS SHALL BE BUTTED TOGETHER THE ENTIRE HEIGHT OF THE STRUCTURE AND SHOVED TIGHT TOGETHER. LAY AT J MASONRY-4.0-4 \ Ilr ,(/ CITY OF RENTON MASONRY FLUORIDATION SYSTEM SEPTEMBER, 1986 LEAST 50 PERCENT OF THE UNITS AT INTERSECTION IN MASONRY BOND. ALL JOINTS SHALL BE TOOLED AND CONCAVE, AND THE CONTRACTOR SHALL REMOVE MORTAR PROTRUDING INTO CELLS OF CAVITIES TO BE REINFORCED. 10. ROUTED CELLS THE CONTRACTOR SHALL GROUT FILL ALL VERTICAL AND HORIZONTAL CELLS THAT CONTAIN REINFORCING OR AS CALLED OUT IN THE CONSTRUCTION PLANS. REINFORCED WALLS VERTICALLY AND HORIZONTALLY SHALL MEET THE UNIFORM BUILDING CODE REQUIREMENTS AS CALLED FOR ON THE DRAWINGS AND SHOP DETAILS. CELLS SHALL HAVE AN UNOBSTRUCTED VERTICAL ALIGNMENT. THE CONTRACTOR SHALL PROVIDE GROUTED BOND BEAMS WHERE CALLED FOR ON THE DRAWINGS. PROVIDE LINTELS MADE UP OF REINFORCED GROUTED LINTEL SECTIONS OVER ALL WALL OPENINGS 12-INCHES OR WIDER. THE CONTRACTOR SHALL INSTALL HORIZONTAL AND VERTICAL REINFORCING AND HOLD IN POSITION AS THE WORK PROGRESSES TO MAINTAIN A 1-INCH CLEARANCE BETWEEN THE BAR AND THE INTERIOR BLOCK SURFACE. THE MAXIMUM LIFT FOR GROUT POURS SHALL BE 4 FEET. THE WALL SHALL NOT BE CONSTRUCTED MORE THAN ONE COURSE ABOVE THE TOP OF THE GROUT POUR PRIOR TO PLACING THE GROUT. THE CONTRACTOR SHALL MAKE SURE THAT THE GROUT IS CONSOLIDATED IMMEDIATELY AFTER POURING AND RE-CONSOLIDATE AFTER EXCESS MOISTURE HAS BEEN ABSORBED BUT BEFORE PLASTICITY IS LOST. ANY CELLS THAT ARE TO BE HAND GROUTED SHALL BE /I CLEAR OF INSIDE FINS AND PROJECTS. THE BOTTOM OF ALL CELLS SHALL BE FREE OF KNOCKED-OFF MORTAR FINS AND DIRT TO ALLOW BOND OF GROUT TO THE SLAB. THE TOP COURSE OF MASONRY UPON WHICH THE ROOF RESTS SHALL BE A BOND BEAM OF SOLID MASONRY. THE CONTRACTOR SHALL GROUT FULL-SPACE-AROUND DOOR FRAMES AND OTHER BUILT-IN ITEMS. BUILD IN ALL WORK WITH THE MASONRY INCLUDING ANCHOR BOLTS. BUILD IN WALL PLUGS AND ACCESSORIES AS ERECTION PROGRESSES. END CELL OF ALL WALLS SHALL BE FULLY GROUTED AND REINFORCED. THE CONTRACTOR SHALL SEE TO IT THAT THE GROUT IS HELD 1-1/2 INCHES BELOW THE TOP OF THE UPPER MOST UNIT WHEN WORK STOPS FOR OVER ONE HOUR AND THOROUGHLY CLEAN AND ROUGHEN THE JOINT BEFORE PROCEEDING WITH THE WORK. 11. CORNERS THE CONTRACTOR SHALL PROVIDE VERTICAL REINFORCEMENT AT ALL CORNERS AND AT INTERVALS NOTED OR AS SHOWN ON THE DESIGN DRAWINGS. HORIZONTAL REINFORCEMENT FROM BOND BEAMS LAID AS SHOWN ON THE DESIGN DRAWINGS OR AS NOTED. VERTICAL CORNER REINFORCEMENT SHALL BE TIED TO HORIZONTAL REINFORCEMENT FROM EACH WALL DIRECTION AT EACH HORIZONTAL REINFORCEMENT FORCE. MASONRY-4.0-5 ill CITY OF RENTON MASONRY FLUORIDATION SYSTEM SEPTEMBER, 1986 12. PROTECTION THE CONTRACTOR SHALL PROTECT THE ADJOINING WORK' FROM MORTAR DROPPINGS AND NEWLY-LAID MASONRY FROM DAMAGE AND FROM RAIN UNTIL THE MORTAR HAS SET. AT THE STOPPAGE OF WORK AT ANY TIME, THE WORK SHALL BE COVERED WITH TARPAULINS OR BOARDS TO PREVENT RAIN OR SNOW FROM ENTERING THE CORES OF THE BLOCK. THE WALLS SHALL BE ADEQUATELY BRACED TO SUPPORT MASONRY. THE CONTRACTOR SHALL PROTECT SILLS, LEDGES, AND OFFSETS FROM MORTAR DRIPPINGS OR OTHER DAMAGE DURING CONSTRUCTION. IF MORTAR OR GROUT HAS BEEN MISPLACED, THE CONTRACTOR SHALL HAVE IT IMMEDIATELY REMOVED. IT IS IMPORTANT TO PROTECT THE FACE MATERIALS AGAINST STAINING. THE CONTRACTOR SHALL SHORE REINFORCED LINTELS A MINIMUM OF 14 DAYS AFTER GROUT PLACEMENT OR UNTIL A 28-DAY STRENGTH IS ACHIEVED. 13. POINTING AND CLEANING AT FINAL COMPLETION OF THE UNIT MASONRY WORK, THE CONTRACTOR SHALL FILL HOLES IN JOINTS AND TOOL. ALL DEFECTIVE JOINTS SHALL BE CUT OUT AND RE-POINTED. AT THE END OF EACH DAY'S WORK AND AFTER FINAL POINTING, THE CONTRACTOR SHALL DRY BRUSH THE MASONRY SURFACE. FOLLOWING THE COMPLETION OF ALL WORK, THE CONTRACTOR SHALL CLEAN ALL SURFACES AND SURROUNDING SURFACES OF ALL MORTAR SPOTS AND DROPPINGS. a ' MASONRY-4.0-6 / CITY OF RENTON METALS FLUORIDATION SYSTEM SEPTEMBER, 1986 5.0 METALS 5.0 GENERAL THE WORK COVERED IN THIS SECTION CONSISTS OF FURNISHING ALL LABOR , MATERIAL, AND EQUIPMENT FOR THE FABRICATION AND ERECTION OF ALL MISCELLANEOUS METALS SHOWN ON THE DRAWINGS AND AS SPECIFIED. 5.1 SUBMITTALS THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF ALL METAL ITEMS TO BE FABRICATED ON THIS PROJECT. SHOP DRAWINGS SHALL BE MADE IN ACCORDANCE WITH SECTION 1.5 .OF THESE SPECIFICATIONS AND CLEARLY INDICATE ALL SHOP AND FIELD FABRICATIONS, ERECTION DETAILS, AND SEQUENCES. 5.2 STORAGE AND HANDLING STORE JOBSITE METALS ON BLOCKS ABOVE THE SNOW OR MUD AND SOIL. AFTER ERECTION, REMOVE ANY WELD SPATTER, OIL, AND GREASE. CLEAN ABRADED, BOLTED, AND WELDED AREAS AND TOUCHUP. y 5.3 STEEL ITEMS 1. MISCELLANEOUS STEEL, METALWORK ALL MISCELLANEOUS STEEL METALWORK SHALL CONSIST OF EMBEDDED AND NON-EMBEDDED STEEL METALWORK, INCLUDING BRACKETS, HANGERS, SLIP ANGLES, GUIDES, INSERTS, AND MISCELLANEOUS STRUCTURAL STEEL FRAMING. ALL FERROUS MATERIAL NOT ENCASED IN CONCRETE SHALL BE HOT DIPPED i r! GALVANIZED OR PAINTED AS SPECIFIED AFTER FABRICATION. 2. STRUCTURAL STEEL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36, STRUCTURAL GRADE, AND SHALL BE HOT DIPPED GALVANIZED, OR PAINTED AS SPECIFIED AFTER ' FABRICATION UNLESS FULLY ENCASED IN CONCRETE. METALS-5.0-1 CITY OF RENTON METALS FLUORIDATION SYSTEM SEPTEMBER, 1986 3. HIGH STRENGTH BOLTS HIGH STRENGTH BOLTS SHALL BE USED TO FASTEN STRUCTURAL STEEL AND SHALL CONFORM TO THE REQUIREMENTS OF ASTM A490. id 4. EXPANSION BOLTS EXPANSION BOLTS, WHERE CALLED FOR OR APPROVED, SHALL BE KWIK—BOLT AS `, MANUFACTURED BY McCULLOCK INDUSTRIES; RED—HEAD WEDGE ANCHORS, AS MANUFACTURED BY ITT, PHILLIPS DRILL DIVISION; MOLLY PARABOLT, AS MANUFACTURED BY USM CORPORATION OR EQUAL. FOR WET OR CORROSIVE CONDITIONS, BOLTS SHALL BE STAINLESS STEEL UNLESS COMPLETELY PROTECTED BY CONCRETE COVER. 5. ELECTRODES ELECTRODES SHALL BE LOW HYDROGEN GROUP 1/8 INCH AND CONFORM TO ASTM E70-74. STAINLESS STEEL WELDS SHALL BE PERFORMED WITH ASI 316L ELECTRODES. 5.4 STAINLESS STEEL ITEMS STAINLESS STEEL SHALL CONFORM TO ASTM 1479 FOR ROLLED SHAPES AND A240 FOR PLATED, TYPE 304. STAINLESS STEEL FASTENERS SHALL CONFORM TO ASTM A193 AND A194. WEDGE ANCHOR SHALL BE TYPE 304, STAINLESS STEEL, AS MANUFACTURED BY RED—HEAD OR EQUAL. ` I ALL STAINLESS STEEL SHALL HAVE A STANDARD MILL OR NO. 4 FINISH WHERE EXPOSED AND SHALL BE CLEANED OF ALL FOREIGN MATTER BEFORE DELIVERY TO THE JOB. 5.5 GROUT GROUT, WHERE REQUIRED FOR ANCHORING, PATCHING, AND GROUTING SHALL CONFORM TO THE REQUIREMENT OF SECTION 4.3, "MASONRY GROUT" UNLESS SPECIFICALLY IDENTIFIED AS A DIFFERENT TYPE OF GROUT ON THE PLANS. 5.6 CONSTRUCTION ' M METAL FABRICATIONS SHALL BE INSTALLED AS SHOWN OR AS APPROVED. METAL FABRICATIONS WHICH ARE BENT, BROKEN OR OTHERWISE DAMAGED SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR TO THE SATISFACTION OF THE ENGINEER. EMBEDDING OF METAL FABRICATION SHALL BE IN STRICT ACCORDANCE WITH SECTION 3. "CONCRETE" . METALS-5.0-2 ! 2 4 CITY OF RENTON METALS FLUORIDATION SYSTEM SEPTEMBER, 1986 • METAL FABRICATIONS TO BE EMBEDDED IN CONCRETE SHALL BE PLACED ACCURATELY AND HELD IN CORRECT POSITION WHILE THE CONCRETE IS PLACED, OR AS SHOWN OR ACCEPTED, RECESSES OR BLOCKOUTS SHALL BE FORMED IN THE CONCRETE AND THE METAL FABRICATION SHALL BE GROUTED IN PLACE. THE SURFACES OF METAL FABRICATION IN CONTACT WITH OR EMBEDDED IN CONCRETE SHALL BE THOROUGHLY CLEANED OF ALL RUST, DIRT, GREASE, LOOSE SCALE, GROUT, MORTAR, AND OTHER FOREIGN MATTER. IF ACCEPTED, RECESSES MAY BE NEATLY CORED IN CONCRETE AFTER IT HAS ATTAINED ITS DESIGN STRENGTH AND THE METAL FABRICATION GROUTED IN PLACE. ALL METAL FABRICATION SHALL HAVE PROPER FIT AND SHALL BE JOB ti MEASURED WHERE NECESSARY. 5.7 INSTALLATION EXPANSION ANCHORS SET IN HOLES DRILLED IN THE CONCRETE AFTER THE CONCRETE IS PLACED WILL NOT BE PERMITTED IN SUBSTITUTION FOR ANCHOR BOLTS, EXCEPT WITH THE PRIOR WRITTEN APPROVAL OF THE ENGINEER. AFTER ANCHOR BOLTS HAVE BEEN EMBEDDED, THEIR THREAD SHALL BE PROTECTED BY GREASE AND BY HAVING THE NUTS SCREWED ON OR BY OTHER ACCEPTED MEANS UNTIL THE TIME OF INSTALLATION ` OF THE EQUIPMENT OR METAL FABRICATION. EXPANSION BOLTS, WHERE USED, SHALL BE INSTALLED WITH CARE SO THAT MULTIPLE OR OVERSIZED HOLES ARE NOT DRILLED. IN THE EVENT THAT HOLES ARE NOT DRILLED PROPERLY IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, REPAIRS SHALL BE MADE WITH NON-SHRINK EPDXY GROUT IN A MANNER THAT THE FULL INTEGRITY OF THE STRUCTURE IS ACHIEVED AS INTENDED. 5.8 ALUMINUM ALUMINUM MATERIALS IN CONTACT WITH CONCRETE OR METALS OR OTHER MASONRY MATERIALS SHALL HAVE SURFACES COATED WITH ONE COAT OF KOPPERS 654 EPDXY PRIMER, 1 TO 2 MILS DF, FOLLOWED BY TWO COATS OF KOPPERS BITUMASTIC NO. 300M, 6 TO 8 MILS DF, OR ONE COAT OF PORTER'S 7650 EPDXY PRIMER, 1 TO 2 MILS DF, FOLLOWED BY TWO COATS OF PORTER'S TAR SET C-200, 6 TO 8 MILS DF, OR EQUAL. MISCELLANEOUS ALUMINUM ITEMS SHALL BE FABRICATED IN A WORKMANLIKE MANNER. • WELDING SHALL BE PERFORMED BY WELDERS HAVING REASONABLE EXPERIENCE IN i WELDING ALUMINUM. ALL SHOP FINISHED ITEMS SHALL BE TOUCHED UP WITH PAINT j SUPPLIED BY THE MANUFACTURER OR FABRICATOR. • METALS-5.0-3 I ' 6.0 CARPENTRY I 6.1 ROUGH CARPENTRY 1. QUALITY ASSURANCE REQUIREMENTS OF REGULATORY AGENCIES/CONFORM WITH REQUIREMENTS OF THE FOLLOWING: A. BUILDING CODE UNIFORM BUILDING CODE, LATEST EDITION, OR AS AMENDED BY LOCAL ORDINANCES. B. GRADING RULES AND STANDARDS TIMBER AND DIMENSION LUMBER LUMBER GRADING RULES SHALL BE IN CONFORMANCE WITH U.S. PRODUCT STANDARD PS 20 AND THE NATIONAL FOREST PRODUCTS ASSOCIATION. WOOD MEMBERS SHALL CONFORM TO THE RQUIREMENTS ABOVE AND PROVIDE DESIGN VALUES EQUAL TO THOSE PUBLISHED IN THE "DESIGN VALUES FOR WOOD CONSTRUCTION" , A SUPPLEMENT TO THE 1977 EDITION OF NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, PUBLISHED BY THE NATIONAL FORESTS PRODUCTS ASSOCIATION. PLYWOOD AMERICAN PLYWOOD ASSOCIATION (APA) , LATEST EDITION OF U.S. PRODUCT STANDARD PS-1. 2. MATERIAL GRADES GRADEMARK OR TRADEMARK OF ASSOCIATION HAVING JURISDICTION MUST APPEAR ON EACH PIECE OF MATERIAL, OR EACH SHIPMENT SHALL BE ACCOMPANIED BY A CERTIFICATE OF INSPECTION AND GRADING. EXPOSED ROUGH SAWN AND RESAWN SURFACED MATERIALS SHALL HAVE NO GRADEMARK ON FINISHED SURFACES. CARPENTRY-6.0-1 Illr . - , FLUORIDATION SYSTEM SEPTEMBER, 1986 A. MAXIMUM MOISTURE CONTENT (WHEN DELIVERED) MAXIMUM MOISTURE CONTENT FOR: WOOD TO BE EMBEDDED IN CONCRETE SHALL NOT EXCEED 12 PERCENT. FRAMING LUMBER 4 INCHES AND LESS NOMINAL THICKNESS SHALL NOT f--' EXCEED 19 PERCENT. B. STORAGE AND PROTECTION PROTECT MATERIALS STORED ON SITE FROM WEATHER AND MECHANICAL DAMAGE BY STORING UNDER COVER, OUT OF DIRECT SUNLIGHT, WITH SEPARATORS. POSITION COVER TO MAINTAIN MINIMUM OF 1 '- 0" CLEAR AIR SPACE AT SIDES AND ENDS OF PILE. PROVIDE 2'-0" MINIMUM AIR SPACE FROM GROUND TO LOWER EDGE OF COVER. PROTECT WOOD SPECIALITIES, SHEATHING, AND PREFABRICATED TRUSSES DURING UNLOADING AND STORE IN ACCORDANCE WITH MANUFACTURER' S INSTRUCTIONS. PROVIDE ALL NECESSARY BEARING SUPPORTS, BRACES, AD CRADLES TO AVOID BENDING OR OVERTURNING OF PILES. -' BE SURE THAT BUILDINGS ARE THOROUGHLY DRY BEFORE FINISH WOODS ARE PLACED IN THEM. 3. MATERIALS A. STRUCTURAL LIGHT FRAMING, JOISTS, AND PLANKS DOUGLAS FIR GRADED IN ACCORDANCE WITH REFERENCED STANDARD. ALL PIECES-DOUGLAS FIR NO. 2 EXCEPT AS OTHERWISE INDICATED. LUMBER GRADED BY OTHER THAN SPECIFIED RULES WILL BE ACCEPTED, PROVIDED CONTRACTOR SUBMITS STATEMENT CERTIFYING: IT MEETS BOTH APPEARANCE AND STRUCTURAL REQUIREMENTS OF SPECIFIED RULES. MATERIAL S4S TO STANDARD DIMENSIONS, UNLESS OTHERWISE INDICATED. POSTS AND BEAMS: DOUGLAS FIR NO. 1 GRADE, Fb=1200 PSI FOR POSTS AND Fb=1350 PSI FOR BEAMS. PLATES AND SILLS: NOMINAL 2 INCH STOCK, WIDTH AS REQUIRED BY CONDITIONS, OR AS OTHERWISE INDICATED. CROSS BRIDGING: NOMINAL 2 INCHES BY 3 INCHES OR APPROVED METAL TYPE. CARPENTRY-6.0-2 I % Vl I I VI I\L 11 VI\ Vnl�l $.I\ I♦ FLUORIDATION SYSTEM SEPTEMBER, 1986 i SOLID BRIDGING: NOMINAL OVER BEARINGS. B. PREFABRICATED WOOD TRUSSES - SUBMITTALS PROVIDE COMPLETED SHOP DRAWINGS SHOWING SPECIES AND STRESS GRADES OF LUMBER, ALL DIMENSIONS, CAMBER, SPACING OF TRUSSES IN BUILDING, CONNECTOR TYPES, DETAIL OF CONNECTORS, ERECTION AND HANDLING INSTRUCTION, BRACING REQUIREMENTS, AND OTHER NECESSARY DETAILS. PROVIDE ELEVATION VIEW DRAWINGS OF TRUSSES OF SUFFICIENT SCALE TO SHOW ALL DETAILS OF CONSTRUCTION. INCLUDE DESIGN CALCULATIONS SHOWING STRESSES IN ALL MEMBERS AND AT ALL CONNECTIONS. DESIGN CALCULATIONS SHALL BE APPROVED AND STAMPED BY A REGISTERED, PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON. C. ROUGH SAWN PLYWOOD SOFFIT EXTERIOR TYPE APA 303-NR SIDING MEETING THE REQUIREMENTS OF PS1. DOUGLAS FIR ROUGH SAWN VENEER, 1/2 INCH THICK WITH LAP JOINTS AND NO GROOVES. D. ROUGH HARDWARE PROVIDE ALL NECESSARY NAILS, SPIKES, SCREWS, AND BOLTS REQUIRED FOR PROPER INSTALLATION OF CARPENTRY AND MILLWORK. SIZED AND QUANTITIES REQUIRED BY BUILDING CODE OR APPROVED BY STRUCTURAL ENGINEER. ALL HARDWARE HOT-DIP GALVANIZED STEEL PER ASTM A-153 OR APPROVED EQUAL NON-FERROUS METAL. E. WOOD BLOCKING PROVIDE NECESSARY OR REQUIRED WOOD STRIPPING AND BLOCKING. VERIFY EXACT LOCATION AT TIME OF CONSTRUCTION. F. PLYWOOD ALL PLYWOOD SHALL BE IN ACCORDANCE WITH U.S. PRODUCT STANDARD PS-2 AND MEETING MINIMUM STANDARDS OF APA. ROOF SHEATHING - APA C-C EXTERIOR GRADE OR BETTER INTERIOR PLYWOOD - APA A-B INTERIOR GRADE OR BETTER NAIL IN ACCORDANCE WITH U.S. PLYWOOD COMPANY'S RECOMMENDATIONS, UNLESS OTHERWISE INDICATED. CARPENTRY-6.0-3 FLUORIDATION SYSTEM SEPTEMBER, 1986 G. ATTACHMENTS WHERE WOOD ENGAGES CONCRETE , USE 1/2-INCH DIAMETER MINIMUM "RED-HEAD STUD" , "WEJ-IT" , OR APPROVED EQUAL. SPACE AS INDICATED OR REQUIRED FOR RIGID AND PERMANENT INSTALLATION. - I WOOD EMBEDDED IN CONCRETE NOT PERMITTED. H. METAL ACCESSORIES JOIST HANGERS AND FRAMING CONNECTORS SHALL BE GALVANIZED SIMPSON COMPANY(STRONG TIE) , BOWMAN, OR APPROVED EQUAL. ALL FASTENERS FOR HANGERS AND ACCESSORIES SHALL BE GALVANIZED NAILS, BOLTS OR SCREENS AS RECOMMENDED BY THE MANUFACTURER AND APPROVED BY UBC. HANGERS FOR ALL FLUSH FRAMING CONNECTIONS PER UBC WILL BE PROVIDED. I. NAILS AND SPIKES USE HOT-DIP GALVANZIED NAILS OR SPIKES , AS INDICATED OR AS I NECESSARY IN ACCORDANCE WITH TABLE 25-Q OF UBC. PRE-DRILL WITH SLIGHTLY UNDERSIZE HOLE IF SPLITTING OCCURS, OR IF LARGER THAN 20d. PROVIDE NECESSARY END AND EDGE DISTANCES. J. ELECTROLYSIS PROTECTION COAT HARDWARE IN CONTACT WITH METALS OF DISSIMILAR GALVANIC RANGE WITH PRIMER AND BODY COATS OF ASPHALTIC PAINT, AMERICAN TAR COMPANY NO. 2221 , FARWEST "VITAMIC" , OR APPROVED EQUAL, OR ISOLATE WITH TAPE OR OTHER APPROVED MEANS. Li 4. CONSTRUCTION AND INSTALLATION A. GENERAL CAREFULLY LAY OUT, CUT, FIT, AND INSTALL ROUGH CARPENTRY ITEMS. USE SUFFICIENT NAILS, SPIKES, SCREWS, AND BOLTS TO INSURE RIGIDITY AND PERFORMANCE. (FOLLOW UBC/TABLES 25-F-H EXCEPT AS OTHERWISE INDICATED.) Li DRIVE NAILS PERPENDICULAR TO GRAIN OF WOOD IN LIEU OF TOE-NAILING, WHERE FEASIBLE. INSTALL WORK TO TRUE LINES, PLUMB AND LEVEL, EXCEPT AS INDICATED OTHERWISE. PROVIDE FOR INSTALLATION AND SUPPORT OF HEATING, , VENTILATING, AND ELECTRICAL WORK. CARPENTRY-6.0-4 FLUORIDATION SYSTEM SEPTEMBER, 1986 TAKE CARE TO ISOLATE ACOUSTICALLY FROM OTHER MEMBERS. INSTALL WORK TO TRUE LINES, PLUMB AND LEVEL, UNLESS INDICATED OTHERWISE. DEVELOP FULL LENGTH AND WIDTH OF BEARING INTENDED AT ALL SUPPORTS. MEMBERS CUT TOO SHORT, OR FOR ANY OTHER REASON NOT DEVELOPING THIS BEARING, WILL HAVE TO BE REPLACED. B. PLATES AND SILLS ANCHOR WITH 1/2 INCH BOLTS AT 32 INCHES ON CENTERS , UNLESS OTHERWISE INDICATED. C. JOISTS AND RAFTERS UNLESS OTHERWISE INDICATED, SET WITH CROWN SIDE UP; LAP AND SPIKE TOGETHER OVER SUPPORTS. BLOCK ENDS BETWEEN STUDS, WHERE STUDS AND JOISTS ARE NOT IN CONTACT. DOUBLE JOISTS UNDER NON-BEARING PARTITIONS PARALLEL TO JOISTS; SPACE TO PROVIDE CLEARANCE FOR PIPES IN PARTITIONS. DOUBLE HEADERS AND TRIMMERS; SPIKE BEAMS WITH LEDGERS TO ENDS OF JOISTS. FRAME ROOFS FOR FREE FLOW OF RAIN WATER TO OUTLETS. D. PREFABRICATED WOOD TRUSS LAY OUT AND POSITION AS SHOWN ON THE DRAWINGS. FOLLOW MANUFACTURER'S INSTRUCTIONS FOR HANDLING AND ERECTION. EXERCISE CARE TO KEEP OUT-OF-PLANE BENDING OF TRUSSES TO MINIMUM. INSTALL TEMPORARY HORIZONTAL AND CROSS BRACING TO HOLD TRUSSES PLUMB AND IN SAFE CONDITION UNTIL PERMANENT BRACING IS INSTALLED. INSTALL PERMANENT BRACING AND RELATED COMPONENTS PRIOR TO APPLICATION OF LOADS TO TRUSSES. TIGHTEN LOOSE CONNECTORS. RESTRICT CONSTRUCTION LOADS TO PREVENT OVERSTRESSING OF TRUSS MEMBERS. DO NOT CUT OR REMOVE TRUSS MEMBERS. FASTEN SECURELY TO WALL FRAMING. BRACE, BLOCK, AND BRIDGE AS SOON AS POSSIBLE AFTER PLACEMENT. E. CROSS BRIDGING PROVIDE NOT MORE THAN 8 FEET APART IN JOIST SPANS. CARPENTRY-6.0-5 lirFLUORIDATION SYSTEM SEPTEMBER, 1986 F. SOLID BRIDGING PROVIDE NOMINAL 2-INCH SOLID BRIDGING OVER BEARINGS, 2 FEET LESS IN DEPTH OF ROOF JOISTS, FULL DEPTH FOR FLOOR AND CEILING JOISTS. G. ROOF SHEATHING LAY SHEETS WITH FACE GRAIN PERPENDICULAR TO SUPPORTS, END JOINTS ON BEARINGS. SECURE AS REQUIRED BY NORMAL PRACTICE. PROTECT FROM MOISTURE AND OTHER DAMAGE UNTIL ROOFING IS INSTALLED. H. WOOD BLOCKING UNLESS OTHERWISE CALLED FOR, PROVIDE WOOD BLOCKING IN WALLS TO SUPPORT ALL REQUIRED HARDWARE AND ACCESSORY ITEMS. VERIFY EXACT LOCATION AT TIME OF CONSTRUCTION. I. MECHANICAL, ELECTRICAL, AND OTHER PARTS OF WORK PROVIDE NECESSARY BACKING AND BLOCKING FOR ALL OTHER PHASES OF THE WORK; PROVIDE FOR INSTALLATION AND SUPPORT OF MECHANICAL AND ELECTRICAL WORK. FURR AS SHOWN ON DRAWINGS OR AS REQUIRED FOR ENCLOSING OF MECHANICAL AND ELECTRICAL WORK IN FINISHED AREAS, UNLESS OTHERWISE NOTED. WHERE FRAMING MEMBERS ARE CUT FOR MECHANICAL AND ELECTRICAL WORK, REINFORCE WITH STEEL STRAPS OR FRAMING ANCHORS AS DIRECTED BY ARCHITECT. J. FRAMING ANCHORS INSTALL PER MANUFACTURER'S RECOMMENDATIONS, USING NAILS DESIGNED FOR FASTENERS. K. CUTS IN TREATED WOOD FIELD APPLY WOOD PRESERVATIVE TREATMENT PER SECTION: WOOD PRESERVATIVE TREATMENT. 1 CARPENTRY-6.0-6 FLUORIDATION SYSTEM SEPTEMBER, 1986 L. EXTERIOR CEDAR TRIM INSTALL TO DETAIL FASTENINGS HOT-DIP GALVANIZED FINISH NAILS, COUNTER SINK AND FILL. M. MISCELLANEOUS EXCEPT AS OTHERWISE CALLED FOR, INSTALL ANY OTHER WORK NORMAL TO THIS SECTION. 6.2 FLASHING AND SHEET METAL 1. DESCRIPTION THIS SECTION COVERS FLASHINGS , DOWNSPOUTS , EDGING , AND ALL NECESSARY FLASHING AND SHEET METAL. 2. STANDARD CONSTRUCTION MANUAL CONFORM TO CONSTRUCTION AND RECOMMENDATIONS/"ARCHITECTURAL SHEET METAL MANUAL" , SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION, INC. , REFERRED TO AS "STANDARD MANUAL" . FOLLOW ISSUE CURRENT AS PER DATE OF THESE SPECIFICATIONS. AVAILABLE/SMACNA, P.O. BOX 3506, WASHINGTON D.C. 20007 , AND WESTERN WASHINGTON SHEET METAL EMPLOYERS ASSOCIATION, SEATTLE, WA. WHERE MORE THAN ONE "FIGURE" , ILLUSTRATION, OR METHOD OF CONSTRUCTION IS SHOWN IN STANDARD MANUAL, AND NOT SPECIFICALLY INDICATED IN CONTRACT DOCUMENTS, USE STANDARD MANUAL SYSTEM MOST NEARLY MATCHING APPLICABLE CONTRACT DOCUMENT SITUATION, SUBJECT TO APPROVAL OF STRUCTURAL ENGINEER. 3. MATERIALS ALL MATERIALS BEST COMMERCIAL QUALITY THICKNESS NOT LESS THAN THAT NOTED BELOW. ALL SHEET METAL NOT OTHERWISE CALLED FOR TO BE 24-GAUGE MINIMUM. GALVANIZED STEEL: ARMCO "ZINC-GRIP" , REPUBLIC "U-LOY" , OR APPROVED EQUAL, 22-GAUGE, COPPER BEARINGS. CARPENTRY-6.0-7 \ FLUORIDATION SYSTEM SEPTEMBER, 1986 lir USE HEAVIER GAUGES WHERE CALLED FOR. IF SUPPLIED WITH "PAINTGRIP" OR "PAINTLOK" FINISH, COPPER SULPHATE FINISH, SPECIFIED ABOVE, MAY BE OMITTED. 4. FASTENINGS GALVANIZED STEEL FOR GALVANIZED WORK. 5. SOLDER BEST COMMERCIAL QUALITY, TYPE BEST SUITED TO MATERIAL TO BE SOLDERED. 6. PLASTIC CEMENT AN ASBESTOS AND ASPHALT PRODUCT, MANUFACTURED BY JOHNS-MANSVILLE, CAREY, OR APPROVED. 7. FLASHING FABRICATE AS INDICATED OR REQUIRED FOR WATERTIGHT INSTALLATION 22-GAUGE GALVANIZED IRON EXCEPT AS OTHERWISE DETAILED. PROVIDE COMPLETE INSTALLATION WHETHER INDICATED OR NOT. INCLUDE MISCELLANEOUS FLASHINGS, CAPS, EDGINGS, AND THE LIKE. 8. ELECTROLYTIC PROTECTION BITUMINOUS PAINT, AMERICAN TAR COMPANY 'S NO. 2221 , FARWEST "VITAMIC" , OR APPROVED EQUAL. 9 DOWNSPOUTS 26-GAUGE ALUMINUM. 2 INCHES BY 3 INCHES RECTANGULAR SECTION MINIMUM, JOINTS TO BE RIVETED. PROVIDE ALL MATCHING SECTIONS, ACCESSORIES AND THE LIKE, AS REQUIRED FOR COMPLETE INSTALLATION. STRAP TO BUILDING AS NECESSARY FOR A SECURE, RIGID INSTALLATION. CARPENTRY-6.0-8 FLUORIDATION SYSTEM SEPTEMBER, 1986 10. INSTALLATION EXECUTE BY SKILLED MECHANICS ACCORDING TO BEST METHODS KNOWN TO CRAFT. LINES, MOLDINGS, EDGES/SHARP AND TRUE; REINFORCED AS REQUIRED FOR STIFFNESS. ALLOW FOR EXPANSION AND CONTRACTION, AND FOR SHRINKAGE OF ANY WOOD CONSTRUCTION. JOINTS AND SEAMS NEATLY FORMED AND FINISHED. SURFACES FREE FROM WAVES AND BUCKLES. CORNERS SHOP FORMED AND SOLDERED, EXTENDING AT LEAST 1 '-0" EACH SIDE OF CORNERS. LAP 3 INCHES MINIMUM. USE CONCEALED FASTENINGS WHEREVER POSSIBLE. WHERE NECESSARY TO EXPOSE NAILING, USE LARGE HEAD NAILS CAPPED WITH LEAD. MAKE EXTERIOR WORK WEATHER TIGHT. FOLLOW STANDARD CONSTRUCTION MANUAL WHETHER ITEM INDICATED OR NOT. 11. ELECTROLYTIC PROTECTION WHERE MATERIALS DISSIMILAR IN GALVANIC RANGE ARE IN CONTACT, PAINT CONTACT SURFACES WITH TWO COATS OF THE SPECIFIED BITUMINOUS PAINT. 12. MISCELLANEOUS FLASHINGS INSTALL TO DETAIL AND AS REQUIRED FOR WATER TIGHT INSTALLATION. CARPENTRY-6.0-9 FLUORIDATION SYSTEM SEPTEMBER, 1986 6.3 FINISH CARPENTRY 1. DESCRIPTION FURNISH ALL ARCHITECTURAL WOODWORK SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. ARCHITECTURAL WOODWORK INCLUDES ALL EXTERIOR AND INTERIOR NON-STRUCTURAL WOODWORK EXPOSED TO VIEW IN FINISHED PROJECT AND INCLUDES SHELVING, MILLWORK, TRIM, FACTORY FINISHING OF MILL WORKING AND PLASTIC LAMINATES. 2. QUALITY ASSURANCE THE QUALITY STANDARDS OF THE ARCHITECTURAL WOODWORK INSTITUTE SHALL APPLY AND, BY REFERENCE, ARE HEREBY MADE A PART OF THIS SPECIFICATION. ANY REFERENCE TO PREMIUM, CUSTOM, OR ECONOMY IN THIS SPECIFICATION SHALL BE DEFINED AS THE LATEST EDITION OF THE AWI "QUALITY STANDARDS" . THE WOODWORK MANUFACTURER MUST HAVE A REPUTATION FOR DOING SATISFACTORY WORK ON TIME AND HAVE SUCCESSFULLY COMPLETED COMPARABLE WORK. THE ENGINEER RESERVES THE RIGHT TO APPROVE THE WOODWORK MANUFACTURER SELECTED TO FURNISH ALL OF THE WOODWORK. ALL WOODWORK SHALL BE PERFORMED BY ONE WOODWORK MANUFACTURER. 3. MATERIALS A. FINISH HARDWARE PROVIDE ALL NECESSARY NAILS, SPIKES, SCREWS, AND BOLTS SHOWN OR AS REQUIRED FOR A PROPER INSTALLATION. SIZES AND QUANTITIES REQUIRED BY BUILDING CODE OR APPROVED BY THE ENGINEER. ALL ROUGH HARDWARE HOT-DIPPED GALVANIZED. BOLTS AND WASHERS AS SPECIFIED IN SECTION: ROUGH CARPENTRY. USE FINISH OR CASING NAILS FOR EXPOSED WORK. B. DIMENSION LUMBER EXCEPT AS OTHERWISE INDICATED, ALL MATERIAL DOUGLAS FIR ONLY. HEMLOCK NOT ACCEPTABLE. GRADE: NO. 1 . CARPENTRY-6.0-10 FLUORIDATION SYSTEM SEPTEMBER, 1986 C. PLASTIC LAMINATE ONE-SIXTEENTH-INCH THICK GENERAL PURPOSE TYPE CONFORMING TO NEMA LD 3, GRADE GP-50. COLOR SAMPLES SHALL BE SUBMITTED TO ENGINEER FOR SELECTION. LAMINATE ADHESIVE SHALL BE LAMINATE MANUFACTURER'S STANDARD. 5. INSTALLATION INSTALL ALL MATERIAL WITH TIGHT JOINTS. MITER CASINGS AND MOLDINGS WHERE INDICATED OR DIRECTED. SPLICES CUT AT 45 DEGREE ANGLE. ALL RUNNING TRIM ONE PIECE UP TO 16 FEET. USE FINISH NAILS EXCEPT WHERE SCREWS SHOWN. SET NAILS FOR PUTTYING. PUTTY RECESSES. WHERE SCREW ATTACHMENT CALLED FOR, SPACE SCREWS AT EQUAL INTERVALS. ALL MEMBERS AND LINES MUST BE LEVEL AND PLUMB. SELECT AND CUT MATERIAL TO EXCLUDE DAMAGED, MARKED, OR DEFECTIVE AREAS. 6. CHAMFERS AND EASED EDGES CHAMFER EDGES ARE SHOWN OR DIRECTED. EASE EXPOSED EDGES OF ALL FINISH LUMBER 3/16 INCH MINIMUM RADIUS, EXCEPT AS OTHERWISE INDICATED. 7. INSTALLATION OF ITEMS, THIS SECTION INSTALL TO DETAIL. 8. INSTALLATION OF ITEMS IN OTHER SECTIONS INSTALL ALL ITEMS PROVIDED IN OTHER SECTIONS AND NOT SPECIFICALLY INSTALLED BY OTHER TRADES. CARPENTRY-6.0-11 1r \ l,l I yr RLI\IN VI`1 10MRF LIN I R I FLUORIDATIO SYSTEM SEPTEMBER, 1986 9. FINISH HARDWARE INSTALL ALL HARDWARE NECESSARY TO COMPLETE THE WORK. INSTALLATION i BY SKILLED MECHANICS TO STRUCTURAL ENGINEER'S SATISFACTION. CONFORM STRICTLY TO MANUFACTURER'S TEMPLATES AND.DIRECTIONS. I ADJUST MOVABLE PARTS TO OPERATE PERFECTLY AT TIME OF FINAL ACCEPTANCE. MAKE FURTHER ADJUSTMENTS REQUIRED DURING ONE-YEAR GUARANTEE PERIOD. REPLACE HARDWARE WHICH HAS BEEN DAMAGED BY USE WHEN DAMAGE IS CAUSED BY FAULTY INSTALLATION. 10. SCREWS AND SIMILARY DRILL APPROPRIATE SIZE GUIDE HOLES FOR ALL WOOD SCREWS. 6.5 WOOD PRESERVATIVE TREATMENT r I ; 1. GENERAL TOXIC WATER-REPELLENT SOLUTION, "TOXAL" , "WOODLIFE" , "LUMBERTOX" , OR APPROVED EQUAL. IMMERSE WOOD IN SOLUTION FOR AT LEAST THREE MINUTES. TREAT FOLLOWING: 1 ! o ANY WOOD CONTACTING CONCRETE, EXCEPT AS OTHERWISE INDICATED. LU o ANY OTHER EXTERIOR WOOD, EXCEPT AS OTHERWISE INDICATED. o SEASON AFTER TREATMENT TO MOISTURE CONTENT REQUIRED FOR NON-TREATED MATERIALS. L' 2. INSTALLATION LIBERALLY APPLY SAME SOLUTION TREATMENT TO CUT MEMBERS/JOBSITE. I 1 t__+ CARPENTRY-6.0-12 , i_ i 1j � t l F /\ CITY OF RENTON THERMAL/MOISTURE PROTECTION FLUORIDATION SYSTEM SEPTEMBER, 1986 7.0 THERMAL AND MOISTURE PROTECTION 7.0 GENERAL THE WORK COVERED IN THIS SECTION CONSISTS OF FURNISHING ALL LABOR , MATERIALS, AND EQUIPMENT FOR PROVIDING A STRUCTURE WHICH IS COMPLETELY WEATHER-TIGHT. 7.1 CAULKING THE CONTRACTOR SHALL CAULK ALL JOINTS AND SPACES NECESSARY, WHETHER SHOWN ON THE DRAWINGS OR NOT, TO CONFORM TO THIS REQUIREMENT. AREAS TO BE CAULKED INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING; DOOR FRAMES, INTAKE LOUVER FRAMES, VENTILATOR FRAMES, PIPE PENETRATIONS IN WALLS AND FLOORS, DRAIN PERIMETERS, ETC. EXTERIOR AND INTERIOR BUILDING WALLS AND FLOOR SEALANT SHALL BE GENERAL ELECTRIC SILICONE 1300 DOW-CORNING OR EQUAL. COLOR SHALL BE NATURAL, NEUTRAL, OR CONCRETE GRAY AS NOTED. APPLY CAULKING IN STRICT ACCORDANCE WITH MANUFACTURER'S DIRECTIONS. THE CONTRACTOR SHALL ASSURE THAT ALL SURFACES TO BE SEALED SHALL BE CLEAN OF DUST, OIL, DIRT, FORM RELEASING OR CONCRETE CURING AGENTS, AND WATER. ALL CONCRETE SHALL BE CURED FOR 28 DAYS PRIOR TO THE APPLICATION OF SEALANT AND CAULKING. WHERE NECESSARY TO PROVIDE A SUITABLE BACKSTOP AND BOND BREAKER, TIGHTLY PACK WITH POLYETHYLENE FOAM. ROPE THE BACK OF GROOVES LEAVING A MINIMUM DEPTH OF 1/4 INCH FOR SEALANT. PRIME CONCRETE SURFACES AS RECOMMENDED BY THE MANUFACTURER. APPLY CAULKING WITH GUN USING NOZZLE OF CORRECT SIZE FOR JOINT, FORCED INTO GROOVES WITH SUFFICIENT PRESSURE TO EXPEL ALL AIR AND COMPLETELY FILL GROOVE. FINISH CURED-CAULKING UNIFORM AND FLUSH WITH ADJOINING SURFACES. SEAL AROUND ENTIRE PERIMETER OF OPENINGS. DO NOT APPLY SEALANT TO WET OR FROST SURFACE. APPLY SILICON SEALANT AT TEMPERATURES ABOVE 45 DEGREES FAHRENHEIT. CLEAN ALL ADJOINING SURFACES OF EXCESS SEALANT, SMEARS, OR MARKING DUE TO APPLICATION AND LEAVE JOINTS WITH NEAT, UNIFORMLY FILLED SURFACES. THERM./MOIST.CONTROL 7.0-1 lir CITY OF RENTON THERMAL/MOISTURE PROTECTION FLUORIDATION SYSTEM SEPTEMBER, 1986 7.2 FLOOR VAPOR BARRIER CONCRETE FLOOR SHALL BE POURED OVER A POLYETHYLENE FILM (WHITE OR CLEAR) . THE FILM SHALL BE AT LEAST 10 MILS THICK AND SHALL BE UNIFORM IN APPEARANCE AND FREE FROM DEFECTS. FURNISH IN AS LARGE SHEETS AS POSSIBLE TO REDUCE THE NUMBER OF JOINTS TO A MINIMUM. OVERLAP ALL JOINTS A MINIMUM OF 12 INCHES. 7.3 ROOF WATERPROOFING 1. SCOPE THE WORK COVERED IN THIS SECTION CONSISTS OF FURNISHING ALL LABOR, MATERIAL, AND EQUIPMENT FOR THE PREFABRICATED METAL ROOFING AS SHOWN ON THE DRAWINGS AND AS SPECIFIED HEREIN. THE PREFABRICATED METAL ROOFING AT THE FLUORIDATION BUILDING AND SPRINGBROOK SPRINGS SHALL MATCH THE EXISTING ROOFING AT WELL NO. 9. METAL ROOFING SYSTEM SHALL CONSIST OF PREFORMED METAL PANELS WITH UPTURNED EDGES TO FORM BATTEN COVERED JOINTS. THE PANELS SHALL BE HELD DOWN TO THE STRUCTURE WITH CONCEALED CLIPS OR FASTENERS. RIDGES, HIPS, VALLEYS, EAVES, RAKES, AND MISCELLANEOUS FLASHING SHALL BE FINISHED WITH MATCHING PREFORMED PIECES TO FORM A WEATHERTIGHT ROOFING SYSTEM. 2. QUALITY ASSURANCE ALL MATERIALS SHALL BE PROVIDED BY ONE MANUFACTURER AND CONFORM TO THE UNIFORM BUILDING CODE. ROOFING COLOR SHALL BE SELECTED BY THE CITY. ROOFER SHALL BE REGULARLY ENGAGED IN CONSTRUCTION OF QUALITY METAL ROOFS, HAVING SUCCESSFULLY PROVIDED WORK SIMILAR TO THE TYPE SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN ON PREVIOUS COMPLETED PROJECTS. ROOFER SHALL BE APPROVED TO INSTALL METAL ROOFING BY THE ACCEPTED SYSTEM MANUFACTURER. 3. SUBMITTALS THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS IN ACCORDANCE WITH SECTION 1.5 OF THESE SPECIFICATIONS. SHOP DRAWINGS, PREVIOUSLY APPROVED BY THE MANUFACTURER, THICKNESS AND DIMENSIONS OF ALL PARTS, FASTENING AND ANCHORING METHODS, DETAILS AND LOCATIONS OF ALL SEAMS, JOINTS, AND OTHER PROVISIONS FOR THERMAL MOVEMENT. THE SHOP DRAWINGS SHALL ALSO CONTAIN MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS. THE CONTRACTOR SHALL ALSO INCLUDE CALCULATIONS USED TO DETERMINE THE NUMBER AND SPACING OF FASTENERS REQUIRED TO RESIST THE WIND UPLIGHT PRESSURE OF 20 PSF. CALCULATIONS SHALL FOLLOW THE PROCEDURES SPECIFIED IN ANSI A58.1 . THERM./MOIST. CONTROL 7.0-2 iir12) CITY OF RENTON THERMAL/MOISTURE PROTECTION FLUORIDATION SYSTEM SEPTEMBER, 1986 4. PRODUCT DELIVERY, STORAGE AND HANDLING FOLLOW ALL MANUFACTURER'S RECOMMENDATIONS REGARDING PRODUCT DELIVERY, STORAGE AND HANDLING OF MATERIALS. 5. JOB CONDITION THE CONTRACTOR SHALL APPLY ROOFING IN DRY WEATHER ONLY. THE CONTRACTOR SHALL PROVIDE SPECIAL PROTECTION FROM HEAVY TRAFFIC ON COMPLETED WORK. RESTORE TO ORIGINAL CONDITION OR REPLACE WORK OR MATERIALS DAMAGED DURING HANDLING OF ROOFING MATERIALS. THE CONTRACTOR IS RESPONSIBLE FOR CONTINUOUSLY MAINTAINING PLYWOOD AND OTHER MATERIALS (SUBJECT TO PRECIPITATION OR WEATHER DAMAGE) IN NEW CONDITION. THE CONTRACTOR SHALL REPLACE WARPED OR WEATHERED PLYWOOD, INSULATION OR OTHER MATERIALS DAMAGED BY CLIMATIC CONDITIONS. THE CONTRACTOR SHALL PROVIDE A TEMPORARY ROOF DURING INCLEMENT WEATHER. REQUESTS FOR USE OF ALTERNATE STRUCTURAL AND/OR BASE MATERIALS WITH SUPERIOR WEATHERING RESISTANCE, IF APPROVED BY THE ENGINEER, MAY BE MADE IN LIEU OF TEMPORARY ROOF REPLACEMENT. SUBMIT DESCRIPTION OF EACH TEMPORARY ROOF SYSTEM OR ALTERNATE MATERIAL SCHEDULE PROPOSED. 6. PREFORMED METAL ROOFING MATERIALS METAL ROOFING ALL EXPOSED SHEET METAL, INCLUDING FLASHINGS USED IN THIS SYSTEM SHALL BE MINIMUM 24-GAUGE THICKNESS, ASTM A 446, GRADE D OR A 525, G-90, HOT-DIP GALVANIZED STEEL, WITH FACTORY-APPLIED BAKED ENAMEL FINISH. COLOR, TEXTURE, AND PATTERN SHALL MATCH THAT OF EXISTING WELL BUILDING AND METAL ROOF. REVERSE FACE SHALL BE PROTECTED BY A WASH COAT OR PRIMER. CONCEALED METALS SHALL BE STAINLESS STEEL OR HOT-DIP GALVANIZED STEEL SHEET MILL FINISH. PAPER SLIP SHEET ROSIN-SIZED BUILDING PAPER WEIGHING NOT LESS THAN 6 POUNDS PER SQUARE. ROOFING FELT ASPHALT-SATURATED FELT CONFORMING TO ASTM D 250, TYPE I , PLAIN, UNPERFORATED. SOLDER ASTM B 32, CLASS A, GRADE 1 , COMPOSITION 50/50 TIN/LEAD. THERM./MOIST.CONTROL 7.0-3 /12 CITY OF RENTON THERMAL/MOISTURE PROTECTION FLUORIDATION SYSTEM SEPTEMBER, 1986 SOLDERING FLUX ` - FEDERAL SPECIFICATION O-F-506, TYPE 1, FORM A OR B. CLOSURES MANUFACTURER'S STANDARD NEOPRENE BLOCKS. FASTENINGS FASTENERS SHALL BE AS RECOMMENDED BY THE ROOFING MANUFACTURER, LENGTHS AS REQUIRED. ALL NAILS, SCREWS, RIVETS, AND OTHER FASTENERS SHALL BE STAINLESS STEEL. 7. INSPECTION OF SURFACES THE CONTRACTOR SHALL VERIFY THAT WORK OF OTHER TRADES WHICH PENETRATES THE ROOF DECK OR REQUIRES WORKERS AND EQUIPMENT TO TRAVERSE ROOF DECK HAS BEEN COMPLETED. THE CONTRACTOR SHALL EXAMINE SURFACES FOR INADEQUATE ANCHORAGE, FOREIGN MATERIAL, MOISTURE, AND UNEVENESS WHICH WILL PREVENT THE EXECUTION AND QUALITY OF APPLICATION OF THE ROOFING SYSTEM AS SPECIFIED. DO NOT PROCEED WITH APPLICATION OF ROOFING UNTIL THESE DEFECTS ARE CORRECTED. 8. CONSTRUCTION ROOFING PANELS AND FLASHINGS SHALL BE PREFABRICATED IN ACCORDANCE WITH MANUFACTURER'S STANDARD PATTERN AND DESIGN. PANELS SHALL EXTEND FROM THE EAVE TO RIDGE IN ONE PIECE. ALL END-TO-END PANEL LAP SPLICE SHALL BE PREFABRICATED TO ASSURE A WATERTIGHT ASSEMBLY. FORM AND FABRICATE SHEETS, SEAMS, STRIPS, CLEATS, CLIPS, HIPS, RIDGES, EDGE TREATMENTS, INTEGRAL FLASHINGS, AND OTHER COMPONENTS OF SPECIFIED METAL ROOFING TO PROFILES, PATTERNS, AND DRAINAGE ARRANGEMENT SHOWN, AND AS REQUIRED FOR PERMANENT LEAKPROOF CONSTRUCTION. PROVIDE FOR THERMAL EXPANSION AND CONTRACTION OF WORK CAUSED BY AMBIENT AIR TEMPERATURE DIFFERENCE OF 100 DEGREES F. SHOP FABRICATE METAL IN CONFORMANCE WITH MANUFACTURER'S PATTERN SPECIFICATIONS TO RESULT IN A MINIMUM 1-INCH EFFECTIVE WATER DAM HEIGHT ON BOTH EDGES. STANDING SEAM INTERVAL SHALL NOT EXCEED 24 INCHES. FABRICATE SHEET METAL FASCIA IN 10-FOOT MAXIMUM LENGTHS. FABRICATE FASCIA CORNERS IN ONE PIECE WITH LEGS EXTENDING 30 INCHES EACH WAY TO FIELD JOINT. LAP, RIVET, AND SOLDER CORNER SEAMS WATERTIGHT. CONSTRUCTION AND FABRICATION OF METAL ROOFING SHALL COMPLY WITH SHEET METAL AND AIR CONDITIONING CONTRACTOR'S NATIONAL ASSOCIATION THERM./MOIST.CONTROL 7.0-4 CITY OF RENTON THERMAL/MOISTURE PROTECTION FLUORIDATION SYSTEM SEPTEMBER, 1986 (SMACNA) RECOMMENDATIONS FOR FABRICATION AND CONSTRUCTION OF DETAILS, EXPANSION JOINTS, AND INSTALLATION PROCEDURES, EXCEPT AS SHOWN OR SPECIFIED. 9. INSTALLATION APPLY ROOFING ONLY IN DRY WEATHER AND WHEN THE AMBIENT TEMPERATURE IS ABOVE 40° F. ROOF UNDERLAYMENT SHALL BE DRY AND FREE OF DEFECTS PRIOR TO THE INSTALLATION OF METAL ROOFING. APPLY SUBROOFING FELT, SINGLE-PLY LAPPED SHINGLE FASHION, 3-INCH HEAD LAPS AND 6-INCH SIDE LAPS, AND COVER THE SLIP SHEET SIMILARLY LAPPED. INSTALL NO MORE SUBROOFING THAN CAN BE COVERED BY METAL ROOFING IN THE SAME DAY. EXCEPT AS OTHERWISE SHOWN OR SPECIFIED, COMPLY WITH RECOMMENDATIONS AND INSTRUCTIONS OF METAL ROOFING MANUFACTURER. CONCEAL FASTENERS AND EXPANSION JOINT PROVISIONS WHEREVER POSSIBLE IN EXPOSED WORK; LOCATE SO AS TO MINIMIZE THE POSSIBILITY OF LEAKAGE. COVER, CLOSE, AND SEAL ALL OPEN CORRUGATIONS, JOINT SEAMS, BATTENS, FASTENERS, AND ANCHORS AS REQUIRED FOR A TIGHT INSTALLATION. SECUREMENT BY EXPOSED PANEL DEFORMATION (BUTTON OVERLAP AND INTERLOCK OR BE COVERED BY A BATTEN TO PROVIDE POSITIVE WATER PENETRATION RESISTANCE TO WIND-DRIVEN RAIN FROM ANY DIRECTION. METAL ROOFING AND ITS FLASHINGS SHALL BE WEATHERTIGHT. EXPOSED SURFACES SHALL BE FREE OF DENTS, SCRATCHES, ABRASIONS, OR OTHER VISIBLE DEFECTS. FABRICATE AND INSTALL WORK WITH LINES AND CORNERS OF EXPOSED METAL UNITS TRUE AND ACCURATE. FORM EXPOSED FACES AND STARTER SECTIONS OF SEAMS FLAT AND FREE OF BUCKLES, EXCESSIVE WAVES, AND AVOIDABLE TOOL MARKS CONSIDERING TEMPER AND FINISH OF METAL. HOLD-DOWN ATTACHMENTS FOR ROOF SHALL BE SPACED TO RESIST UPLIFT PRESSURE OF 20 PSF. UNIFORM, NEAT SEAMS SHALL BE PROVIDED WITHOUT TOOL MARKS OR IRREGULARITIES. PROVIDE UNIFORM, NEAT SEAMS WITH MINIMUM EXPOSURE OF SOLDER OR SEALANT WHERE NECESSARY TO USE. ALL FINAL HAND TURNING OF SEAMS AT JOINTS AND JUNCTIONS IS TO BE OF THE SAME QUALITY AS THE MACHINE-PRODUCED SEAMS. PRACTICES AND TECHNIQUES DESCRIBED IN THE SMACNA ARCHITECTURAL SHEET METAL MANUAL ARE TO BE USED AS THE STANDARD OF PRACTICE UNLESS OTHERWISE SPECIFIED OR SHOWN ON THE DRAWINGS. 10. WARRANTY PRIOR TO FINAL ACCEPTANCE OF ROOFING, FURNISH THE OWNER WITH A WRITTEN GUARANTEE FOR A 5-YEAR PERIOD AFTER DATE OF FINAL ACCEPTANCE THAT COVERS ALL COSTS FOR REPAIRS REQUIRED TO MAINTAIN ROOF , THERM./MOIST.CONTROL 7.0-5 CITY OF RENTON THERMAL/MOISTURE PROTECTION FLUORIDATION SYSTEM SEPTEMBER, 1986 INCLUDING FLASHING, IN WATERTIGHT CONDITION AND TO MAINTAIN FINISH FREE FROM PHYSICAL DETERIORATION, INCLUDING BLISTERING, PEELING, CRACKING, CHALKING, OR FADING. LIMIT TO ORDINARY WEAR AND TEAR BY ELEMENTS OR DEFECTS DUE TO FAULTY MATERIALS AND WORKMANSHIP. THERM./MOIST.CONTROL 7.0-6 CITY OF RENTON DOORS AND FRAMES FLUORIDATION SYSTEM SEPTEMBER, 1986 8.0 DOORS AND FRAMES 8.0 GENERAL THE WORK COVERED IN THIS SECTION CONSISTS OF FURNISHING ALL LABOR , MATERIALS, AND EQUIPMENT NECESSARY FOR ALL DOORS INCLUDING THE DOUBLE DOOR ENTRANCE DOOR AND THE ROLL-UP GARAGE DOOR. 8.1 EXTERIOR/INTERIOR DOORS DOORS SHALL BE OF FLUSH CONSTRUCTION, MADE FROM 18 GAUGE STEEL 1-3/4 INCH THICK SIZE AS NOTED ON THE PLANS. DOORS SHALL BE REINFORCED, STIFFENED, SOUND DEADENED, AND INSULATED WITH AN IMPREGNATED KRAFT HONEYCOMB CORE COMPLETELY FILLING THE INSIDE OF THE DOOR, AND LAMINATED TO BOTH INSIDE FACES OF THE PANELS. HINGE AND LOCK AREAS SHALL BE REINFORCED. ALL EXTERIOR DOORS SHALL BE EQUIPPED WITH A DEADBOLT LOCK AND STANDARD LATCHING HANDLE. THE DOOR SHALL BE EQUIPPED WITH A BOTTOM SEAL AND PERIMETER WEATHER SEAL THAT IS THE MANUFACTURER'S STANDARD DESIGN. THE DOORS SHALL BE CLEANED, PHOSPHATIZED, AND FINISHED AS STANDARD WITH ONE COAT OF BAKEN-ON RUST-INHIBITING PRIME PAINT. EXTERIOR DOORS SHALL HAVE A DEADBOLT LOCK WHICH UTILIZES THE CITY ' S STANDARD LOCK AND KEY. THE DOOR FRAME SHALL BE 14 GAUGE GALVANIZED STEEL AS MANUFACTURED OR RECOMMENDED BY THE DOOR SUPPLIER, SPECIFICALLY FOR THE DOOR INSTALLED. FRAMES SHALL BE FURNISHED WITH A MINIMUM OF SIX WALL ANCHORS AND TWO HEAD ANCHORS. FRAMES SHALL HAVE INTEGRAL RUBBER WEATHERSTRIP. EXTERIOR LOUVERED DOORS SHALL BE EQUIPPED WITH FACTORY-INSTALLED INSERT TYPE SIGHT-PROOF LOUVERS WITH INVERT "Y" OR "V" BLADE BAFFLES. LOUVERS AND FRAMES SHALL BE 18 GAUGE STEEL MINIMUM, AND SHALL BE WELDED. THE LOUVER SHALL BE EQUIPPED WITH A BIRD AND INSECT SCREEN AND SHALL HAVE AN OPEN AREA OF 280 SQUARE INCHES MINIMUM. SET FRAMES PLUMB, RIGID, AND IN PROPER ALIGNMENT; FASTEN SO AS TO RETAIN POSITION AND CLEARANCE DURING CONSTRUCTION OF THE WALLS. INSTALL SPREADERS TO PREVENT DISTORTION OF THE FRAME DURING CONSTRUCTION. SECURE FRAMES WITH APPROVED FASTENERS. DOORS/FRAMES 8.0-1 CITY OF RENTON DOORS AND FRAMES FLUORIDATION SYSTEM SEPTEMBER, 1986 PROVIDE FINISH HARDWARE FOR EACH DOOR AS SHOWN ON THE PLANS (SEE DOOR SCHEDULE) . HANG DOORS IN THE FRAMES AND APPLY HARDWARE IN A NEAT, SECURE MANNER SO THAT THE DOORS WILL OPERATE WITHOUT DRAGGING OR BINDING. ALL DOOR JAMBS SHALL RE FILLED WITH SILICON SEALANT. 8.2 ROLL DOOR FLUORIDE STORAGE ROOM DOOR SHALL BE AN INDUSTRIAL QUALITY, COIL-UP TYPE, SIZE AS SHOWN ON THE PLANS. THE DOOR CURTAIN SHALL BE ROLL FORMED OF 26 GAUGE STEEL SHEETS COATED WITH ZINC. BOTTOM OF CURTAIN SHALL BE REINFORCED WITH HOT DIPPED GALVANIZED STEEL ANGLE BOTTOM BAR WITH A FULL WIDTH VINYL WEATHER SEAL. DOOR GUIDES SHALL BE GALVANIZED STEEL SUPPORTED THE FULL HEIGHT BY GALVANIZED WALL BRACKETS. THE CURTAIN SHALL WRAP ON AN ENCLOSED BARREL. THE DOOR SHALL BE OPEN-ASSISTED BY HELICAL WOUND TORSION SPRINGS, THAT ARE STRESS-RELIEVED AFTER COILING. ALL ROTATING ASSEMBLIES SHALL BE BALL BEARING SUPPORTED. THE DOOR SHALL BE OF THE MANUAL PUSH-UP TYPE. THE DOOR SHALL HAVE A KEY LOCK UTILIZING THE CITY'S STANDARD LOCK AND KEY. DELIVERY PRIMED AND READY TO PAINT. DOOR SHALL BE A WINDSOR MODEL SRDOR APPROVED EQUAL. II' _ DOORS/FRAMES 8.0-2 . CITY OF RENTON FINISHES FLUORIDATION SYSTEM SEPTEMBER, 1986 9.0 FINISHES 9.0 GENERAL THE WORK COVERED IN THIS SECTION CONSISTS OF PROVIDING ALL MATERIALS, EQUIPMENT, AND LABOR TO COAT ALL ITEMS IN ACCORDANCE WITH THESE SPECIFICATIONS. FINISHES SHALL BE DONE AT SUCH TIMES AS THE CONTRACTOR AND CITY AGREE UPON IN ORDER THAT DUST FREE AND NEAT WORK BE OBTAINED. COATING SHALL BE DONE STRICTLY IN ACCORDANCE WITH THE MANUFACTURER ' S INSTRUCTIONS AND IN A MANNER SATISFACTORY TO THE CITY. ALL PHASES OF THE WORK SHALL BE AVAILABLE TO OBSERVATION BY THE CITY. ALL SAFETY PRECAUTIONS STATED IN THE MANUFACTURER 'S PRINTED INSTRUCTIONS SHALL BE CAREFULLY OBSERVED. ADEQUATE VENTILATION AND LIGHTING SHALL BE PROVIDED AT ALL TIMES. 9.1 SUBMITTALS THE CONTRACTOR SHALL SUBMIT, PRIOR TO BEGINNING OF ANY PAINTING OR COATING, A LIST OF COATINGS AND MANUFACTURERS HE INTENDS TO USE FOR REVIEW BY THE CITY. THE APPLICATION EACH COATING IS INTENDED FOR, ANY SURFACE PREPARATION, NUMBER OF COATS, METHOD OF APPLICATION, AND COATING THICKNESS SHALL BE INCLUDED. THIS INFORMATION SHALL BE SUBMITTED IN ACCORDANCE WITH THE REQUIREMENTS REGARDING SHOP DRAWINGS INCLUDED HEREIN. 9.2 SURFACE PREPARATION ALL SURFACES SHALL BE PREPARED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE MANUFACTURER OF THE COATING TO BE APPLIED TO THE SURFACE. IN ADDITION, ALL SURFACES SHALL BE SMOOTH, CLEAN, AND DRY PRIOR TO ANY COATING UNLESS SPECIFICALLY DIRECTED BY THE COATING MANUFACTURER. NO PAINTING SHALL BE DONE BEFORE THE PREPARED SURFACES ARE APPROVED BY THE CITY. 9.3 COATING QUALITY THE PAINT AND PAINT PRODUCTS OF TNEMEC COMPANY OF KANSAS CITY MISSOURI , MENTIONED IN THESE SPECIFICATIONS ARE INTENDED AS A STANDARD OF QUALITY. FINISHES 9.0-1 FA /t AR CITY OF RENTON FINISHES FLUORIDATION SYSTEM SEPTEMBER, 1986 9.4 SUBSTITUTIONS SUBSTITUTIONS OF THE COATINGS OF OTHER MANUFACTURERS SHALL BE CONSIDERED ONLY IF EQUIVALENT SYSTEMS OF COATINGS CAN BE PROVIDED, AND ONLY IF A RECORD OF SATISFACTORY EXPERIENCE WITH THE SYSTEM IN EQUIVALENT APPLICATIONS IS AVAILABLE. A SUBSTITUTE COATING SYSTEM IS CONSIDERED TO BE AN EQUIVALENT SYSTEM WHEN IT IS PROVED TO THE SATISFACTION OF THE CITY THAT THEY ARE EQUIVALENT IN COMPOSITION, DURABILITY, USEFULNESS, AND CONVENIENCE FOR THE PURPOSE INTENDED. SUBSTITUTIONS WILL BE CONSIDERED PROVIDED THE FOLLOWING MINIMUM CONDITIONS ARE MET: 1. THE PROPOSED PAINT SYSTEM SHALL HAVE A DRY FILM THICKNESS EQUAL TO OR GREATER THAN THAT OF THE SPECIFIED SYSTEM. 2. THE PROPOSED PAINT SYSTEM SHALL EMPLOY AN EQUAL OF GREATER NUMBER OF SEPARATE COATS. 3. THE PROPOSED PAINT SYSTEM SHALL EMPLOY PRIMERS COMPATIBLE WITH THE TYPE OF PAINT SELECTED. 4. ALL REQUESTS FOR SUBSTITUTION SHALL CARRY FULL DESCRIPTIVE LITERATURE AND DIRECTIONS FOR APPLICATIONS, ALONG WITH COMPLETE INFORMATION ON GENERIC TYPE, NON-VOLATILE CONTENT BY VOLUME AND A LIST OF SIMILAR PROJECTS WHERE THE COATINGS HAVE BEEN APPLIED TO SIMILAR EXPOSURES. 5. IF THE ABOVE MENTIONED DATA APPEARS TO BE IN ORDER, THE CONTRACTOR SHALL PROVIDE CERTIFIED LABORATORY DATA SHEETS SHOWING THE RESULTS OF COMPLETE SPECTROGRAPHIC AND DURABILITY TESTS PERFORMED ON THE PROPOSED SUBSTITUTE. TESTS SHALL BE PERFORMED BY AN INDEPENDENT TESTING LABORATORY APPROVED BY THE CITY AND ALL COSTS INCURRED IN THE TESTING PROGRAM SHALL BE CHARGED TO THE CONTRACTOR. 6. IN ANY CASE, THE CITY SHALL BE THE SOLE AND FINAL JUDGE OF THE ACCEPTABILITY OF ANY PROPOSED SUBSTITUTION. ALL MATERIALS SHALL BE BROUGHT TO THE JOB SITE IN THE ORIGINAL SEALED AND LABELED CONTAINERS OF THE PAINT MANUFACTURER AND SHALL BE SUBJECT TO INSPECTION BY THE CITY THE CONTRACTOR SHALL PROVIDE_, IN ADDITION, ONE UNBROKEN GALLON CONTAINER OF EACH TYPE AND COLOR OF PAINT AND EACH TYPE OF SOLVENT AND THINNER USED. PAINT SUPPLIES SHALL RE STORED AS APPROVED BY THE CITY. COLORS, WHERE NOT SPECIFIED, SHALL BE AS SELECTED BY THE CITY. THE CONTRACTOR SHALL SUBMIT TO THE CITY, IMMEDIATELY UPON COMPLETION OF THE JOB, CERTIFICATION FROM THE MANUFACTURER INDICATING THAT THE QUANTITY OF EACH COATING PURCHASED WAS SUFFICIENT TO PROPERLY COAT ALL SURFACES. SUCH FINISHES 9.0-2 CITY OF RENTON FINISHES FLUORIDATION SYSTEM SEPTEMBER, 1986 CERTIFICATION SHALL MAKE REFERENCE TO SQUARE FOOTAGE FIGURES PROVIDED TO THE MANUFACTURER BY THE CONTRACTOR. 1 9.5 COLOR THE CITY WILL DEVELOP A DETAILED COLOR SCHEDULE AFTER AWARD OF CONTRACT. 9.6. MATERIALS 1. INTERIOR CONCRETE FLOOR FLOOR COATING SHALL BE TORGINOL OR APPROVED EQUAL. THE COATING SHALL CONSIST OF VINYL CHIPS BOUND WITH A POLYESTER RESIN. PREPARATION AND INSTALLATION SHALL CONFORM TO MANUFACTURER'S RECOMMENDATIONS. 2. STEEL (EXTERIOR) SURFACE PREPARATION SP6 (COMMERCIAL BLAST) ONE COAT HI-BUILD EPDXOLINE 4 TO 6 MIL DFT ONE COAT ENDURA SHIELD 1.5 TO 2.5 MIL DFT 3. STEEL (INTERIOR) SURFACE PREPARATION SP6 (COMMERCIAL BLAST) ONE COAT EPDXOLINE PRIMER 3 TO 5 MIL DFT ONE COAT HI-BUILD EPDXOLINE 4 TO 6 MIL DFT 4. STEEL (SUBMERGED) (INCLUDES ALL FERROUS METAL IN THE WET WELL) SURFACE PREPARATION SP6 (COMMERCIAL BLAST) ONE COAT COAL TAR EPDXY (461-413) 15 MIL DFT 5. CONCRETE (EXTERIOR BELOW GRADE) SURFACE PREPARATION - CLEAN AND DRY ONE COAT HI-BUILD TNEME-TAR 10-12 MIL DFT ONE COAT HI-BUILD TNEME TAR 14-20 MIL DFT i , FINISHES 9.0-3 CITY OF RENTON FINISHES FLUORIDATION SYSTEM SEPTEMBER, 1986 r-, 6. CONCRETE OR BRICK(EXTERIOR ABOVE GRADE) SURFACE PREPARATION - CLEAN AND DRY ONE COAT CONFORMAL CLEAR-125 SQUARE FEET/GALLON ONE COAT PRIME-A-PELL 200 SATURATE W/0 WASHDOWN 7. CONCRETE OR BRICK(INTERIOR WALLS) SURFACE PREPARATION - CLEAN AND DRY ONE COAT HI-BUILD EPDXOLINE 4 TO 6 MIL DFT ONE COAT HI-BUILD EPDXOLINE 4 TO 6 MIL DFT ' ' 8. WOOD (INTERIOR) ; SURFACE PREPARATION - CLEAN AND DRY TWO COATS LIGHT CEDAR TINTED STAIN OLYMPIC OVERCOAT OR EQUAL 9. WOOD (EXTERIOR) • SURFACE PREPARATION - CLEAN AND DRY ' TWO COATS DARK CEDAR TINTED STAIN OLYMPIC OVERCOAT OR EQUAL I 10. GWB (INTERIOR) SURFACE PREPARATION - CLEAN AND DRY ONE COAT TNEME-CRYL 2 TO 3 MIL DFT ONE COAT TNEME-CRYL 2 TO 3 MIL DFT S--, 9.7 INSPECTION i t INSPECT ALL SURFACE PREPARATION PRIOR TO APPLICATION OF ANY COATING. THE PICTORIAL SURFACE PREPARATION STANDARDS FOR PAINTING STEEL SURFACES (VIS-1) BY THE STEEL STRUCTURES PAINTING COUNCIL (SSPC) SHALL BE USED AS A VISUAL STANDARD FOR INSPECTION OF SURFACE PREPARATION OF METAL SURFACES. EACH COAT SHALL BE INSPECTED PRIOR TO APPLICATION OF THE NEXT COAT. AREAS FOUND TO CONTAIN RUNS, OVERSPRAY, ROUGHNESS, OR OTHER SIGNS OF IMPROPER APPLICATION SHALL BE REPAIRED OR RECOATED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. FINISHES 9.0-4 CITY OF RENTON FINISHES //1r1/ FLUORIDATION SYSTEM SEPTEMBER, 1986 THE COMPLETED COATING SHALL PRODUCE A MINIMUM DRY FILM THICKNESS IN tip! ACCORDANCE WITH THE SPECIFICATIONS AS DETERMINED BY THE MICROTEST THICKNESS _.i GAUGE OR COMPARABLE INSTRUMENT. IN AREAS WHERE THIS THICKNESS IS NOT DEVELOPED, SUFFICIENT ADDITIONAL COATS SHALL BE APPLIED TO PRODUCE IT. THE COMPLETED COATING ON METAL SURFACES SHALL BE INSPECTED BY THE CONTRACTOR IN THE PRESENCE OF THE CITY FOR PINHOLES AND HOLIDAYS WITH A TINKER AND RASOR OR OTHER LOW VOLTAGE (UNDER 100 VOLTS) HOLIDAY DETECTOR. AREAS FOUND TO CONTAIN PINHOLES SHALL BE REPAIRED OR RECOATED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. THE COMPLETED COATING SHALL BE INSPECTED FOR RUNS, OVERSPRAY, AND ROUGHNESS, AND ANY AREAS FOUND TO SHOW THESE OR OTHER SIGNS OF IMPROPER APPLICATION SHALL BE REPAIRED OR RECOATED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 9.8 COMPATIBILITY OF COATINGS l fj THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPATIBILITY OF ALL PAINT PRODUCTS, TEST COATINGS APPLIED TO AN EXISTING SURFACE COATING BY PATCH TEST TO DETERMINE SUITABILITY, AND ALLOW SUFFICIENT TIME TO DEMONSTRATE COMPATIBILITY. 9.9 INSPECTION AND CERTIFICATION OF SHOP SURFACE PREPARATION 1. IMMEDIATELY PRIOR TO APPLICATION OF PRIME COATS HAVE ALL SURFACES TO RECEIVE PAINT INSPECTED BY CITY-APPROVED QUALITY CONTROL AGENT. 2. REBLAST OR PROVIDE ADDITIONAL PREPARATION DIRECTED BY AGENT IF REQUIRED TO MEET SPECIFIED SURFACE PREPARATION SPECIFICATION. 3. SUBMIT TO CITY CERTIFICATION OF CONFORMANCE OF FINISH SURFACE PREPARATION TO STANDARDS REFERENCED: A. CERTIFICATION BY QUALITY CONTROL AGENT B. INCLUDE DATE OF SURFACE PREPARATION AND SSPC STANDARD ACHIEVED li C. PRIMER-APPLICATION: TYPE AND MANUFACTURER FROM LABELED CONTAINERS USED FOR PRIME COAT WORK D. RECORDED DRY FILM THICKNESS 9.10 INSPECTION PRIOR TO APPLICATION OF FIELD PRIMER AND FINISH COATINGS -� 1. CLEAN ALL SURFACES IMMEDIATELY PRIOR TO COATING. 2. INSPECT ALL SURFACES FOR CONFORMANCE TO SPECIFIED PREPARATION STANDARDS. FINISHES 9.0-5 CITY OF RENTON FINISHES FLUORIDATION SYSTEM SEPTEMBER, 1986 3. REQUEST AND OBTAIN OWNER INSPECTION FOR EACH COATING SURFACE j PREPARATION PRIOR TO COATING APPLICATION. 9.11 PAINT SMOOTHNESS, COVER, AND SHEET TOLERANCE 1. FINISH COATING SURFACE SMOOTHNESS EQUAL TO BASE SURFACE PREPARATION SMOOTHNESS. 2. UNIFORM LUSTER WITH EVEN APPEARANCE FREE OF LAP MARKS. 9.12 PAINT APPLICATION CONDITIONS 1. CLEAN, DRY ENVIRONMENT AND AT TEMPERATURES RECOMMENDED IN MANUFACTURER'S PREPRINTED INSTRUCTIONS. 2. SURFACE TEMPERATURE: MINIMUM OF 5 DEGREES FAHRENHEIT ABOVE WET BULB TEMPERATURE. 3. MAXIMUM HUMIDITY: 85 PERCENT. 4. SHIELD FROM HOT SUN WITH APPROPRIATE HOUSING WHEN APPLYING PAINTS. 5. DO NOT APPLY COATINGS IN AREAS WHERE DUST IS BEING GENERATED. 6. DO NOT APPLY IN FOG, SNOW, RAIN, OR TO WET OR DAMP SURFACES. 9.13 APPLICATION 1. APPLY COATING AT SPECIFIED RATES AND CONSISTENCY PER SELECTED MANUFACTURER'S SPECIFIC APPLICATION INSTRUCTIONS. 2. BUILDUP IN MULTIPLE OR SINGLE FINISH COATS AS SPECIFIED. 3. THIN ONLY WITH THINNERS SPECIFICALLY FORMULATED FOR USE BY APPROVED MANUFACTURER. 4. TINT PRIMER, SECOND COAT, AND FINISH COAT DIFFERENT SHADES TO VERIFY COVERAGE. 9.14 RECOAT DRY TIME PERMIT ADEQUATE CURE-DRYING INTERVAL BETWEEN MULTIPLE COATS AS DETERMINED LI BY MANUFACTURER' S RECOMMENDED DRYING TIME AT SPECIFIED CURE CONDITIONS. FINISHES 9.0-6 IF/ \ CITY OF RENTON SPECIALTIES Fr FLUORIDATION SYSTEM SEPTEMBER,1986 10.0 SPECIALTIES 10.1 BUILDING SIGN PROVIDE ONE SIGN FOR THE BUILDING WITH THE WORDS "CITY OF RENTON - FLUORIDATION BUILDING" LOCATED AS SHOWN ON THE PLANS. THE SIGN SHALL BE MADE FROM 2-INCH THICK SELECT WESTERN RED CEDAR. THE SIGN HEIGHT AND LENGTH SHALL BE AS REQUIRED TO ACCOMMODATE THE LETTERING SPECIFIED WITH A 2-INCH MINIMUM BORDER BETWEEN THE EDGES OF THE SIGN AND THE EDGES OF THE LETTERS. LETTERS SHALL BE ROUTED OR SAND-BLASTED AND BURNED TO A MINIMUM DEPTH OF 1/2 INCH, AND SHALL BE 3 INCHES IN HEIGHT. THE SIGN SHALL BE MOUNTED TO THE WALL WITH TYPE 304 STAINLESS STEEL BOLTS, NUTS AND WASHERS TO PREVENT SIGN DISCOLORATION DUE TO CORROSION. THE SIGN SHALL BE FINISHED IN THE MANUFACTURER'S STANDARD WOOD PRESERVATIVE TREATMENT. SUBMIT SHOP DRAWINGS TO THE CITY FOR APPROVAL PRIOR TO SIGN CONSTRUCTION. 10.2 EQUIPMENT SIGNS SIGN SHALL BE PLASTIC LAMINATED "ALLENITE" , AS MANUFACTURED BY ALLEN MARKETING PRODUCTS OF KANSAS CITY, MO, OR "BAK-LIGHT" AS MANUFACTURED BY KNIGHT MANUFACTURING COMPANY OF HOUSTON, TEXAS, OR EQUAL OR AS NOTED OTHERWISE HEREIN. SIGNS SHALL BE 1 INCH HIGH BY REQUIRED LENGTH, BY 1/8 INCH THICK, WITH 1/2 INCH HIGH LETTERS IN N-2 STANDARD GOTHIC CHARACTERS. FACE COLOR SHALL BE BLACK, LETTERS SHALL BE WHITE. PROVIDE AND MOUNT, AS DIRECTED, EQUIPMENT SIGNS FOR CONTROL PANEL AND VALVE BOARDS AS SHOWN ON THE PLANS AND IN ADDITION , THE FOLLOWING: "PUMP NO. 1" "AUTOMATIC CONTROL CABINET" "PUMP NO. 2" "TRANSFORMER 460/220/110" "PUMP NO. 3" "CHECK VALVE" "PRESSURE RELIEF VALVE" "FLUORIDE SOLUTION" "FLOWMETER" "REDUCED BACKFLOW PREVENTER" "POTABLE WATER" NUMBER OF SIGNS NEEDED AT EACH SITE WILL BE DETERMINED BY THE SPECIFIC EQUIPMENT REQUIREMENTS. PROVIDE 16" X 20" ENAMEL COATED METAL SIGN STATING 'DANGER CHLORINE' ON ALL DOORS AS SHOWN ON THE PLANS. SPECIALTIES 10.0-1 CITY OF RENTON SPECIALTIES FLUORIDATION SYSTEM SEPTEMBER,1986 10.3 WORKBENCH PROVIDE WORKBENCH WITH ENCLOSED STORAGE SHELVES WITH DOORS AS SHOWN ON THE PLANS. TOP SHALL BE LAMINATED HARD MAPLE, SANDED SMOOTH , EQUAL TO REPUBLIC STEEL NO. 401226. SHELVES SHALL BE ON ADJUSTABLE RAILS. COVER ALL DOORS, SHELVING AND PANELS WITH PLASTIC LAMINATE. PROVIDE ONE UTILITY SINK AND CABINET AS SHOWN ON THE PLANS. FABRICATE CABINET AND WORKBENCH UNITS WITH MDO PLYWOOD ON EXPOSED FACES. CONFORM TO AWI QUALITY STANDARDS, CUSTOM GRADE, REVEAL OVERLAY DESIGN, FOR UNITS SHOWN ON DRAWINGS. ASSEMBLE UNITS AS FAR AS POSSIBLE IN SHOP FOR FIELD INSTALLATION. INSTALL UNITS PLUMB AND LEVEL, WITHOUT DISTORTION. ADJUST DOORS AND SHELVES FOR SMOOTH OPERATION. 10.4 FIRE EXTINGUISHER PROVIDE ONE PORTABLE, WALL-MOUNTED, 10 POUND, DRY-CHEMICAL FIRE EXTINGUISHER LOCATED AS SHOWN ON THE PLANS SUITABLE FOR USE ON COMBUSTIBLE LIQUID FIRES. THE EXTINGUISHER SHALL BE INSTALLED IN ACCORDANCE WITH APPLICABLE CODES AND BE LISTED AND APPROVED BY UNDERWRITERS LABORATORIES. 10.5 FIRST AID KIT PROVIDE FIRST AID KITS AT THE LOCATIONS SHOWN ON THE PLANS WITH THE FOLLOWING ITEMS MINIMUM: 2 PACKAGE ADHESIVE BANDAGES, 1" (16 PER PACKAGE) 1 PACKAGE BANDAGE COMPRESS, 4" (1 PER PACKAGE) 1 PACKAGE SCISSORS AND TWEEZERS (1 PER PACKAGE) 1 PACKAGE TRIANGULAR BANDAGE, 1" (1 PER PACKAGE) 1 PACKAGE ANTISEPTIC SOAP OR PADS (5 PER PACKAGE) 1 PACKAGE AMMONIA INHALANTS (10 PER PACKAGE) 1 PACKAGE IODINE SWABS (10 PER PACKAGE) 1 PACKAGE BANDAGE COMPRESS, 2" (4 PER PACKAGE) THE KIT SHALL BE CONTAINED IN A DUST PROOF, WEATHERPROOF, MOISTURE PROOF, 20 GAUGE STEEL CABINET WITH GASKETED LID. STEEL FINISH SHALL BE BAKED ENAMEL. CABINET SHALL BE PROVIDED WITH WALL MOUNTING BRACKETS. CABINET COVER SHALL FOLD DOWN TO PROVIDE A SHELF, AND SHALL BE ATTACHED TO CABINET BY A CONTINUOUS PIANO-TYPE HINGE. BORDER SHALL BE RED, WITH WHITE BODY, RED LETTERING CROSS AND ARROW. THE KIT SHALL HAVE RE-ORDER INFORMATION CLEARLY MARKED ON IT. KIT SHALL BE AS MANUFACTURED BY E.D. BULLARD COMPANY, UNI/FLEX DIVISION OF MEDICAL SUPPLY COMPANY, OR EQUAL. SPECIALTIES 10.0-2 CITY OF RENTON SPECIALTIES FLUORIDATION SYSTEM SEPTEMBER,1986 ' ? i 10.3 FLUORIDE PROTECTION EQUIPMENT A. RESPIRATOR AND PROTECTIVE CLOTHING PROVIDE ONE HIGH EFFICIENCY DUST RESPIRATOR WITH SOFT RUBBER FACE TO MASK SEAL APPROVED BY NIOSH/MSHA AT EACH LOCATION FOR USE WITH SODIUM FLUORIDE DUST. PROVIDE TWO EACH REPLACEMENT CANISTERS AND MASK ENCLOSURE FOR EACH RESPIRATOR. MOUNT ENCLOSURE AS SHOWN ON THE PLANS. PROVIDE ONE SET OF PROTECTIVE CLOTHING AT EACH LOCATION. PROTECTIVE CLOTHING SHALL INCLUDE ONE PAIR OF GAUNTLET TYPE NEOPRENE GLOVES (12" MIN. LENGTH) AND ONE HEAVY DUTY NEOPRENE APRON. B. EMERGENCY SHOWER AND EYE WASH PROVIDE ONE EMERGENCY SHOWER AND EYE WASH AT EACH FACILITY. EMERGENCY SHOWER SHALL BE PULL CHAIN TYPE WITH WALL MOUNT. BOTH EMERGENCY SHOWER AND EYE WASH SHALL BE NIOSH APPROVED. 10.7 FLUORIDE PALLET JACK ; PROVIDE ONE FLUORIDE PALLET JACK FOR USE IN MOVING SODIUM FLUORIDE PALLETS. PALLET JACK CAPACITY SHALL BE ONE TON MINIMUM. WHEELS SHALL BE CONSTRUCTED OF SYNTHETIC POLY-NYLON MATERIALS. FORK SPACING SHALL FIT STANDARD FLUORIDE PALLET. 10.8 TOILET AND RESTROOM SPECIALITIES PROVIDE ALL SPECIALTY ITEMS AS SHOWN ON THE PLANS AND SPECIFIED HEREIN FOR THE FLUORIDATION BUILDING RESTROOMS. ITEMS INCLUDE BUT ARE NOT LIMITED TO TOILET PARTITIONS, DISPENSERS, HAND DRYERS, MIRRORS, GRAB BARS, AND MISCELLANEOUS FITTINGS. A. TOILET PARTITIONS OVERHEAD BASED, STEEL CONSTRUCTED PARTITIONS, DOORS, AND HARDWARE AS MANUFACTURED BY GLOBAL STEEL PRODUCTS, "EMBASSY" TYPE OR APPROVED EQUAL. COLOR TO BE DETERMINED BY CITY. PROVIDE ALL HARDWARE AS PER STANDARD COMPONENT SYSTEM. TAMPER PROOF SCREWS THROUGHOUT. FINISHES CHROME PLATE FITTINGS, BAKED ENAMEL PANELS AND DOORS FROM MANUFACTURER'S STANDARD. SPECIALTIES 10.0-3 CITY OF RENTON SPECIALTIES FLUORIDATION SYSTEM SEPTEMBER,1986 GRAB BARS STAINLESS STEEL, CONCEALED MOUNTING, 1-1/2 INCH GRAB BAR, CONFORMING TO THE SIZE AND LOADING REQUIREMENTS OF THE "WASHINGTON STATE RULES AND REGULATIONS FOR BARRIER FREE DESIGN." B. RESTROOM ACCESSORIES ACCESSORIES SHALL BE BOBRIK WASHROOM EQUIPPED OR EQUAL. PROVIDE THE FOLLOWING ACCESSORIES FOR EACH RESTROOM: ITEM QUANTITY MODEL # TOILET PAPER DISPENSER 1 EA TOILET B-288 SANITARY SEAT COVER DISP. 1 EA TOILET B-221 FEMININE NAPKIN DISPENSER 1 EA TOILET B-282 FEMININE NAPKIN DISPOSER 1 EA TOILET B-271 LIQUID SOAP DISPENSE 1 EA SINK B-11 HAND DRYER 1 EA RESTROOM B-200, 115V MIRROR 18" X 24" 1 EA RESTROOM SERIES 165 C. CONTRACTOR SHALL INSTALL INTERNATIONAL SYMBOL SIGNS FOR EACH BATHROOM. SIGNS SHALL PROPERLY DESIGNATE "MEN" AND "WOMEN" RESTROOM FACILITIES. SIGN SHALL BE 12" X 12" IN SIZE AND SHALL HAVE REFLECTORIZED MARKINGS. SIGN SHALL BE ATTACHED USING TAMPER-PROOF SCREWS. 10.9 FIBERGLASS GRATING GRATING SHALL BE FRP GRATING AS MANUFACTURED BY CHEMGRATE CORPORATION, 2 INCH BY 2 INCH BY 2 INCHES WITH 5/16 INCH WIDE BEARING BARS SECURED ON 2 INCH CENTER, AND 5/16 INCH CROSS BARS SPACED ON 2 INCH CENTER AND SHALL BE HEAVY DUTY. GRATING SHALL MEET OSHA SPEC. 1910.23, PARAGRAPH (A) 9. COLOR SHALL BE GREEN. ALL GRATING SHALL BE MANUFACTURED SO THAT A MINIMUM OF FIELD CUTTING AND DRILLING IS PERFORMED. ALL MEMBERS SHALL HAVE ALL CUT EDGES AND/OR HOLES SEALED WITH A GENERAL PURPOSE POLYESTER RESIN TO PREVENT CORROSIVE ATTACK. 10.10 FLUORIDE TEST KITS CONTRACTOR SHALL SUPPLY ONE (1 ) COMPLETE FLUORIDE TEST KIT FOR EACH OF THE FOLLOWING LOCATIONS: 1. SPRINGBROOK SPRINGS 2. WELL NOS. 1 , 2, AND 3 3. WELL NOS. 8 AND 9 4. CITY SHOPS SPECIALTIES 10.0-4 CITY OF RENTON SPECIALTIES FLUORIDATION SYSTEM SEPTEMBER,1986 THE FLUORIDE TEST KIT SHALL BE A HACH DR 100-21 CLORIMETRIC TYPE KIT, CATALOG NO. 41100-21. INCLUDED WITH EACH TEST KIT THE CONTRACTOR SHALL PROVIDE ONE DUAL RANGE FLUORIDE AMPULE REAGENT SET, CATALOG 0. 22161-00. ANY SUBSTITUTIONS MUST BE APPROVED BY THE CITY. • I SPECIALTIES 10.0-5 Pr CITY OF RENTON EQUIPMENT WATER FLUORIDATION SYSTEM SEPTEMBER, 1986 / 11.0 EQUIPMENT 11.0 GENERAL THIS SECTION COVERS THE WORK NECESSARY FOR PROVIDING AND INSTALLING ALL BUILDING EQUIPMENT, FLUORIDATION EQUIPMENT AND APPURTENANCES INCLUDING, BUT NOT LIMITED TO: 1. FLUORIDE SATURATORS 2. CHEMICAL METERING PUMPS 3. ION EXCHANGE WATER SOFTENERS 4. FLOW METERS 5. DAY TANKS 6. FLUORIDE BAG FEEDERS 7. FLUORIDE_ INJECTOR ASSEMBLIES 8. HEATERS 9. DEHUMIDIFIERS 10. VENTILATION EQUIPMENT COMPLETE WATER FLUORIDATION SYSTEMS SHALL BE INSTALLED AT THE NEW FLUORIDATION BUILDING FOR WELL NOS. 8 AND 9, IN THE SWIMMING POOL PIPE GALLERY FOR WELL NOS. 1 AND 2, AND AT THE NEW FLUORIDATION/CHLORINATION BUILDING FOR SPRINGBROOK SPRINGS. IN ADDITION, ONE FLUORIDE PUMP AND MOTOR ASSEMBLY, ONE FLUORIDE BAG FEEDER AND ONE DUST COLLECTOR SHALL BE PROVIDED FOR WELL NO. 3, BUT WILL NOT BE INSTALLED UNDER THIS CONTRACT. THIS EQUIPMENT SHALL BE DELIVERED TO THE CITY SHOPS. ALL EQUIPMENT COVERED IN THIS SECTION AND CONSIDERED FOR THIS PROJECT SHALL BE SUBMITTED TO THE ENGINEER PRIOR TO THE BID OPENING. SUBMITTALS MUST BE II SENT BY CERTIFIED MAIL AND SHALL CONTAIN COMPLETE DESCRIPTION AND ALL MANUFACTURERS' LITERATURE FOR EACH UNIT OF EQUIPMENT AND ANY EXCEPTIONS TO THE SPECIFICATIONS. 11.1 FLUORIDE SATURATORS THE FLUORIDE SATURATOR SHALL BE A FREE-STANDING, UP-FLOW TYPE CHEMICAL SATURATOR, AS SHOWN ON THE PLANS, FOR USE WITH EITHER CRYSTALLINE OR POWDER GRADES OF SODIUM FLUORIDE. THE FEED WATER SHALL DISCHARGE THROUGH MANIFOLD PIPING AT THE BOTTOM OF THE SATURATOR AND FLOW UP THROUGH THE SODIUM FLUORIDE TO PRODUCE A FOUR PERCENT SATURATED SOLUTION. EQUIPMENT-1 CITY OF RENTON EQUIPMENT WATER FLUORIDATION SYSTEM SEPTEMBER, 1986 THE SATURATOR TANK SHALL BE A MANUFACTURER'S STANDARD AND HAVE A VOLUME OF AT LEAST 50-GALLONS AND SHALL BE MOLDED FROM TRANSLUCENT, HIGH-DENSITY POLYETHYLENE PLASTIC. THE TANK WALL SHALL BE GRADUATED EVERY FIVE (5) GALLONS FOR EASY CHECKING OF FLUORIDE LEVELS. THE SATURATOR TANK SHALL HAVE A MAXIMUM SODIUM FLUORIDE LEVEL OF AT LEAST 300 LB. AND SHALL CONTINUE TO PRODUCE A FOUR PERCENT SATURATED SOLUTION WITH A SODIUM FLUORIDE VOLUME OF 100 LB. TANK SHALL BE EQUAL TO NALGENE SERIES 56104. THE MAKEUP WATER SHALL ENTER THROUGH A MANIFOLD ADMITTED AT THE BOTTOM OF THE TANK. THE MANIFOLD PIPE SHALL PROVIDE AN EVEN DISTRIBUTION OF THE WATER SUPPLY ACROSS THE BOTTOM OF THE TANK. THE TANK COVER SHALL BE CONSTRUCTED FROM MOLDED POLYETHYLENE PLASTIC OR FIBERGLASS AND SHALL BE COMPLETELY REMOVABLE FOR CLEANING. THE TANK COVER SHALL CONTAIN A FOUR-INCH DIAMETER OPENING WITH A HINGED COVER FOR FILLING SATURATOR TANK WITH SODIUM FLUORIDE. TANK COVER SHALL BE EQUAL TO NALGENE SERIES 27400. THE SATURATOR SHALL BE EQUIPPED WITH A VACUUM BREAKER AND NEEDLE VALVE AS SHOWN ON THE PLANS. THE VACUUM BREAKER SHALL BE A MINIMUM OF 6 INCHES ABOVE THE TOP THE SATURATOR. THE BOTTOM OF THE SODIUM FLUORIDE SATURATOR SHALL BE FILLED WITH 5/8-INCH FILTER GRAVEL PER AWWA B100-72. THE FILTER GRAVEL SHALL BE OF A UNIFORM DEPTH ACROSS THE BOTTOM OF THE SATURATOR AND SHALL PROVIDE A COVER OVER THE MANIFOLD PIPING OF NOT LESS THAN TWO (2) INCHES AND NOT MORE THAN THREE (3) INCHES. THE FILTER GRAVEL SHALL BE DISINFECTED ON THE SITE PRIOR TO PLACEMENT IN SATURATOR. 11.2 WELL CHEMICAL METERING PUMPS THREE CHEMICAL METERING PUMPS SHALL BE PROVIDED IN THE NEW FLUORIDATION BUILDING FOR WELL NOS. 8 AND 9. THREE CHEMICAL PUMPS SHALL BE PROVIDED IN i THE SWIMMING POOL FILTER GALLERY FOR WELL NOS. 1 AND 2 AND ONE CHEMICAL �, FEED PUMP AND MOTOR SHALL BE SUPPLIED BUT NOT INSTALLED FOR FUTURE WELL NO. 3. ALL WELL CHEMICAL METERING PUMPS SHALL BE IDENTICAL AND INTERCHANGEABLE AND SHALL BE EQUAL TO WALLACE & TIERNAN SERIES 44 SOLUTION METERING METERING PUMP. EACH CHEMICAL METERING PUMP SHALL BE A POSITIVE DISPLACEMENT, MECHANICAL DIAPHRAGM TYPE PUMP, WHICH CAN FEED A FOUR PERCENT SOLUTION OF SODIUM FLUORIDE. EACH PUMP SHALL HAVE A MAXIMUM CAPACITY OF NOT LESS THAN 18 GPH AND A MINIMUM CAPACITY OF AT LEAST 2 GPH AT A MAXIMUM RATED PRESSURE OF NOT I I LESS THAN 100 PSI . 1 THE DIAPHRAGM SHALL BE FABRICATED FROM NYLON-REINFORCED HYPALON AND SHALL I BE DESIGNED SUCH THAT THE FORCE OF THE PUSH ROD IS DISPLACED THROUGHOUT THE DIAPHRAGM TO REDUCE LOCALIZED PRESSURE POINTS AND EXTEND DIAPHRAGM LIFE. 1 THE PUMP HOUSING AND ALL WETTED COMPONENTS SHALL BE FABRICATED FROM NON-CORROSIVE MATERIALS. \\/ EQUIPMENT-2 i I CITY OF RENTON EQUIPMENT WATER FLUORIDATION SYSTEM SEPTEMBER, 1986 THE FEED RATE SHALL BE MANUALLY ADJUSTED OVER A 10 TO 1 RANGE WITH THE PUMP OPERATING. THE SETTING INDICATOR SHALL HAVE A RESOLUTION OF AT LEAST ONE PART IN 100. THE FEED RATE ADJUSTMENT SHALL LOCK TO PREVENT UNWANTED CHANGE WHILE THE PUMP IS RUNNING. DUAL-DIAPHRAGM TYPE PUMPS WILL NOT BE ALLOWED. • 11.3 SPRINGBROOK CHEMICAL METERING PUMPS TWO CHEMICAL METERING PUMPS SHALL BE PROVIDED FOR THE FLUORIDATION SYSTEM AT SPRINGBROOK SPRINGS. BOTH CHEMICAL METERING PUMPS SHALL BE IDENTICAL AND INTERCHANGABLE AND SHALL BE EQUAL TO WALLACE & TIERNAN SERIES 45 ELECTRONIC SOLENOID PUMP. EACH CHEMICAL METERING PUMP SHALL BE A POSITIVE DISPLACEMENT, SOLENOID-OPERATED TYPE, DIAPHRAGM PUMP, WHICH CAN FEED A 4 PERCENT SOLUTION OF SODIUM FLUORIDE. EACH PUMP SHALL HAVE A MAXIMUM CAPACITY OF NOT LESS THAN 5 GPH AT A MAXIMUM RATED PRESSURE OF NOT LESS THAN 100 PSI . THE DIAPHRAGM SHALL BE FABRICATED FROM NON-CORROSIVE MATERIALS AND SHALL BE DESIGNED SUCH THAT IT IS NON-WEARING AND NON-STRETCHING DURING OPERATION. DIAPHRAGMS WHICH ARE SUBJECT TO STRETCHING OR ARE PISTON UNPROTECTED SHALL NOT BE ACCEPTABLE. THE PUMP HOUSING AND ALL WETTED COMPONENTS SHALL BE FABRICATED FROM NON-CORROSIVE MATERIALS. PUMP HOUSING SHALL BE RESISTANT TO WATER INTRUSION. THE STROKE LENGTH SHALL BE MANUALLY ADJUSTABLE OVER AT LEAST A 10 TO 1 RANGE WITH THE PUMP OPERATING. THE STROKE RATE SHALL BE AUTOMATICALLY CONTROLLED BY AN EXTERNAL PULSE FREQUENCY SIGNAL FROM THE PIPELINE FLOW METER AND SHALL BE ADJUSTABLE OVER AT LEAST A 10:1 RANGE. EACH PUMP SHALL HAVE AN OVERALL OPERATING RANGE OF 100:1. THE SETTING INDICATOR FOR BOTH THE STROKE LENGTH AND STROKE RATE SHALL HAVE A RESOLUTION OF AT LEAST ONE PART IN 20. THE PUMP SHALL OPERATE ON A 120 VAC POWER SUPPLY. ONE PULSE TO PULSE SCALING SIGNAL CONDITIONER SHALL BE PROVIDED FOR CONVERTING THE PULSE FREQUENCY SIGNALS FROM THE WATER METER AND SHALL BE AN AGM PPS PTA 4017 , OR EQUAL. DUAL-DIAPHRAGM PUMPS WILL NOT BE ALLOWED. 11.4 ELECTRIC CHEMICAL METERING PUMP MOTORS THIS SECTION COVERS THE WORK NECESSARY TO PROVIDE AND INSTALL ALL ELECTRIC MOTORS AS SHOWN ON THE PROJECT DRAWINGS AND AS SPECIFIED. ALL ELECTRIC MOTORS SHALL BE IN ACCORDANCE WITH NEMA STANDARD MGI-1972 AND SHALL COMPLY WITH THE APPLICABLE PORTIONS OF THE NEC AND ALL OSHA EQUIPMENT-3 CITY OF RENTON EQUIPMENT WATER FLUORIDATION SYSTEM SEPTEMBER, 1986 REGULATIONS, INCLUDING UL STANDARDS. SUBMITTAL OF ELECTRIC MOTOR DATA SHALL INCLUDE COMPLETE NAME PLATE DATA IN ACCORDANCE WITH NEMA STANDARD MGI-10.37 OR MGI-10.38. ALL ELECTRIC MOTORS SHALL BE STANDARD SINGLE-PHASE, CAPACITOR OR REPULSION START, INDUCTION TYPE, DESIGNED FOR OPERATION ON 115 VOLT, 60 HZ POWER SOURCE. SMALL FAN MOTORS MAY BE SPLIT-PHASE OR SHADED-POLL TYPE AS STANDARD WITH THE DRIVE. CONDUCTORS SHALL BE COPPER. ALL ELECTRIC MOTORS SHALL NOT BE REQUIRED TO DELIVER MORE THAN THEIR NAMEPLATE HORSEPOWER UNDER ANY CONDITION OR REQUIRED LOADING. MOTOR ENCLOSURES SHALL BE TOTALLY ENCLOSED OR TEFC AND SHALL BE FABRICATED FROM NON-CORROSIVE MATERIALS. SMALL FAN MOTORS MAY HAVE OPEN-TYPE ENCLOSURE IF THEY AR SUITABLY PROTECTED AGAINST MOISTURE AND LINT BUILD-UP. MOTOR BEARINGS SHALL BE LUBRICATED FOR 10 YEARS NORMAL USE. 11.5 ION EXCHANGE WATER SOFTENERS ONE ION EXCHANGE WATER SOFTENER SHALL BE INSTALLED AT EACH OF THE THREE FLUORIDATION FACILITIES. EACH ION EXCHANGE WATER SOFTENER SHALL CONTAIN A CATION RESIN FOR SELECTIVE REMOVAL OF CALCIUM AND MAGNESIUM. EACH WATER SOFTENER SHALL HAVE ITS OWN BRINE MAKER FOR RESIN REGENERATION. THE REGENERATION PROCESS SHALL BE FULLY AUTOMATIC AND SHALL BE INITIATED BY A TIMER CLOCK. EACH WATER SOFTENER UNIT SHALL BE IDENTICAL, SHALL BE A MANUFACTURERS STANDARD PRODUCT, AND SHALL BE EQUAL TO CULLIGAN MARK 89. EACH WATER SOFTENING UNIT SHALL HAVE A CAPACITY OF AT LEAST 5 GPM AND SHALL HAVE A MINIMUM PRESSURE DROP OF 15 PSI . BOTH THE WATER SOFTENER UNIT AND THE BRINE MAKER SHALL BE FABRICATED FROM NON-CORROSIVE MATERIALS. EACH UNIT SHALL HAVE A BUILT-IN BYPASS WHICH IS AUTOMATICALLY INITIATED DURING RESIN REGENERATION FOR UNINTERRUPTED WATER SERVICE. EACH SOFTENER SHALL HAVE A MINIMUM AUTOMATIC REGENERATION OF ONCE IN SIX DAYS. EACH WATER SOFTENER UNIT SHALL BE FILLED WITH THE PROPER VOLUME OF HIGH CAPACITY ION EXCHANGE RESIN AND EACH BRINE MAKER SHALL BE FILLED WITH THE PROPER VOLUME OF SALT. 11.6 FLOWMETERS & LEVEL SENSORS 1. ROTAMETERS A ROTAMETER SHALL BE INSTALLED ON THE DISCHARGE PIPING OF EACH CHEMICAL METERING PUMP. EACH ROTAMETER SHALL BE IDENTICAL AND EQUAL TO OMEGA MODEL NO. FL-214. EACH ROTAMETER SHALL BE DESIGNED FOR USE WITH WATER MEDIA AND SHALL BE FABRICATED FROM NON-CORROSIVE MATERIALS. METERING TUBE EQUIPMENT-4 Ilr CITY OF RENTON EQUIPMENT WATER FLUORIDATION SYSTEM SEPTEMBER, 1986 SHALL BE GLASS WITH A POLY CARBONATE SHIELD. FLOW CAPACITY SHALL BE AT LEAST 13.5 GPH (850 CC/MIN) . THE ROTAMETER SHALL HAVE A MINIMUM METERING RANGE OF 50:1 WITH A READING ACCURACY OF + 5% AND A REPEATABILITY OF + 1%. 2. SATURATOR FLOWMETER A TURBINE TYPE FLOWMETER SHALL BE INSTALLED AT EACH FLUORIDATION FACILITY FOR MEASURING FLOW INTO THE SATURATORS. EACH FLOWMETER SHALL BE IDENTICAL AND EQUAL TO OMEGA MODEL NO FTB-4005. EACH FLOWMETER SHALL BE DESIGNED FOR USE WITH WATER MEDIA AND SHALL BE FABRICATED FROM NON-CORROSIVE MATERIALS. EACH METER SHALL HAVE A MINIMUM FLOW CAPACITY OF AT LEAST 0.15 GPH AND A MAXIMUM FLOW CAPACITY OF NOT MORE THAN 15 GPH. THE READING ACCURACY SHALL BE NO MORE THAN + 1%. THE FLOWMETER SHALL HAVE A TOTALIZER WHICH READS IN U.S. GALLONS AND A SWEEP DIAL WHICH IS DIVIDED INTO 0.1 GALLON INTERVALS AND ONE REVOLUTION EQUALS ONE GALLON. 3. LIQUID LEVEL CONTROL SENSOR ONE LIQUID LEVEL CONTROL SENSOR SHALL BE PROVIDED AND INSTALLED FOR EACH FLUORIDATION INSTALLATION. EACH SENSOR SHALL BE IDENTICAL AND SHALL BE EQUAL TO HARRINGTON PART NO. 22-100-826P. THE LIQUID LEVEL CONTROL SENSOR SHALL HAVE A SINGLE MAGNETIC FLOAT WHICH TRAVELS VERTICALLY ON A GUIDE TUBE . FOUR LEVEL SWITCH POSITIONS SHALL BE PROVIDED AT THE DISTANCES SHOWN ON THE PROJECT PLANS. THE LEVEL SENSOR SHALL BE SECURELY ATTACHED TO THE DAY TANK COVER AS SHOWN IN THE PROJECT PLANS AND SHALL BE REMOVABLE. EACH LIQUID LEVEL CONTROL SENSOR SHALL BE FABRICATED FROM NON-CORROSIVE MATERIALS AND SHALL OPERATE ON A 115 VOLT, 60 HZ, SINGLE-PHASE POWER SUPPLY. THE SWITCH LOCATIONS SHALL BE FULLY ADJUSTABLE. 11.6 DAY TANKS DAY TANKS SHALL BE INSTALLED AT EACH OF THE THREE FLUORIDATION FACILITIES QUANTITIES AS SHOWN ON THE PLANS. EACH TANK SHALL CONSIST OF THREE PARTS: A FIBER GLASS REINFORCED POLYESTER (FRP) CASING WITH HORIZONTAL STEEL RIBS FOR ADDED STRENGTH , A HIGH-DENSITY POLYETHYLENE (HOPE ) LINER , AND A POLYETHYLENE COVER WITH A HINGED OPENING. THE FRP CASING SHALL BE CORROSION-RESISTANT AND NEVER NEED PAINTING. THE CASING SHALL HAVE A STEEL-REINFORCED TOP FLANGE AND AT LEAST ONE SUPPORTING HORIZONTAL RIB WITH IMBEDDED STEEL AND SHALL BE EQUAL TO CHEM-TAINER SERIES C FIBER GLASS REINFORCED POLYESTER. EQUIPMENT-5 CITY OF RENTON EQUIPMENT WATER FLUORIDATION SYSTEM SEPTEMBER, 1986 THE HDPE LINER SHALL BE OF SEAMLESS CONSTRUCTION AND BE OF STRAIGHT WALL DESIGN WITH ROUNDED CORNERS AND SHALL BE EQUAL TO A CHEM-TAINER SERIES A MOLDED PLASTIC TANK. . TANK COVERS SHALL BE SIZED TO FIT PROPERLY OVER THE ENTIRE TANK. A HINGED COVER SHALL SPAN THE ENTIRE WIDTH OF THE TANK COVER AND SHALL PROVIDE AN OPENING THAT IS 18 INCHES WIDE. THE SIZE OF EACH TANK SHALL BE AS SPECIFIED BELOW: FLUORIDATION SYSTEM QUANTITY TANK SIZE TANK ( IN.) (LxWxH) CAPACITY(GAL) WELLS 1 & 2 2 24 X 36 X 36 135 WELLS 8 & 9 2 424 X 36 X 36 135 SPRINGBROOK SPRINGS 1 30 X 24 X 36 105 11.7 FLUORIDE BAG FEEDER AND DUST COLLECTOR PROVIDE THREE FLUORIDE BAG FEEDERS AND DUST COLLECTORS, INSTALL TWO AS SHOWN ON THE PLANS AND DELIVER ONE TO THE CITY SHOPS FOR FUTURE WELL NO. 3. FLUORIDE BAG FEEDER SHALL BE OF ALL STAINLESS STEEL (TYPE 304L) CONSTRUCTION. BAG FEEDER SHALL CONSIST OF HOOD ENCLOSURE FOR EMPTYING FLUORIDE BAGS, REAR BAG DOOR, SIGHT WINDOW, 30" CLOTH-LINED ENCLOSURE GLOVES, FLEXIBLE FILLER TUBE FOR FILLING THE SATURATORS. HOOD SHALL BE MOUNTED ON A MOVABLE WHEELED FRAME. FABRICATE BAG FEEDER AS SHOWN ON THE PLANS. DUST COLLECTOR SHALL BE WALLACE AND TIERNAN MODEL 54 WITH 1/2 HP BLOWER OR EQUAL. MOUNT DUST COLLECTOR AND DUCTING AS SHOWN ON THE PLANS. 11.8 WALL VENTILATORS PROVIDE AND INSTALL DIRECT-DRIVE, AXIAL-TYPE WALL VENTILATORS SUITABLE FOR MOUNTING IN AN 18-INCH X 18-INCH WALL OPENING AT LOCATIONS AS SHOWN ON THE PLANS. ALL VENTILATORS SHALL DELIVER THE SPECIFIED AIRFLOW AT A 0.25-INCH WATER COLUMN. THE FAN SPEED FOR EACH VENTILATOR SHALL BE 1,800 RPM MAXIMUM. EACH MOTOR SHALL BE TOTALLY ENCLOSED WITH LUBRICATED BALL BEARINGS AND AUTOMATIC RESETTING THERMAL OVERLOADS. THE MOTOR SHALL BE SIZED AND COMPLETELY SUITABLE FOR OPERATING THE FAN AT THE PERFORMANCE SPECIFIED AND SHALL OPERATE OFF OF A 115 VAC POWER SUPPLY. EACH FAN SHALL HAVE A WALL COLLAR AND A SHUTTER OF GALVANIZED STEEL. THE SHUTTER SHALL MOUNT FLUSH WITH THE EXTERIOR OF THE BUILDING. THE SHUTTER BLADES SHALL BE COUNTER-BALANCED TO OPEN EASILY AND SHALL PIVOT ON NYLON BEARINGS. EQUIPMENT-6 CITY OF RENTON EQUIPMENT WATER FLUORIDATION SYSTEM SEPTEMBER, 1986 EACH UNIT SHALL BE EQUIPPED WITH A MOTOR SIDE WIRE GUARD, ZINC-PLATED, AND SHALL COMPLY WITH ALL OSHA REGULATIONS. THE EXTERIOR SIDE OF THE GUARD SHALL BE FITTED WITH A BIRD SCREEN. EACH VENTILATOR SHALL BE CONTROLLED BY BOTH A THERMOSTAT AND HUMIDISTAT I i ( WHEN APPLICABLE) , AND MANUAL SWITCH TO BE SUPPLIED BY THE GENERAL CONTRACTOR AND INSTALLED BY THE ELECTRICAL CONTRACTOR. j THE VENTILATOR SHALL BE AN ACME DYNAMASTER FQ14-F4, OR EQUAL . THE i VENTILATOR SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 11.9 FLUORIDE INJECTION ASSEMBLY C A FLUORIDE INJECTION ASSEMBLY SHALL BE INSTALLED FOR EACH WATER SUPPLY SOURCE AND SHALL BE LOCATED AS SHOWN ON THE PROJECT PLANS. THE FLUORIDE INJECTION ASSEMBLY SHALL CONSIST OF INJECTOR, CORPORATION STOP, ISOLATION VALVE, ANTI-SYPHON VALVE, AND FITTINGS. EACH INJECTION PORT SHALL INCLUDE A 1/2-INCH SCHEDULE 40 PVC PIPE WHICH SHALL ENTER THE WATER MAIN AT A 45 DEGREE ANGLE FROM THE BOTTOM OF THE PIPE L: AND PROTRUDE ONE-THIRD OF THE PIPE DIAMETER INTO THE WATER MAIN. INJECTION PORT EQUAL TO WALLACE & TIERNAN NO. W23856. A ONE-INCH CORPORATION STOP WITH A MALE NPT FITTING EQUAL TO MUELLER H-15025 SHALL BE FITTED TO THE OUTSIDE OF THE WATER MAIN. A 1/2-INCH ANTI-SYPHON VALVE SHALL BE INSTALLED ON THE UPSTREAM SIDE OF THE CORPORATION STOP. ANTI-SYPHON VALVE BODY AND ALL WETTED SURFACES SHALL BE OF POLYPROPYLENE INJECTED MOLDED CONSTRUCTION. VALVE EQUAL TO WALLACE & TIERNAN OR EQUAL. PROVIDE ALL NECESSARY COUPLINGS FOR FASTENING AT CHEMICAL LINES AND INJECTION PORT FITTINGS. PROVIDE A CORROSION RESISTANT TAG AND CHAIN AND FASTEN TO INJECTION PORT ISOLATION VALVE. TAG SHALL BE IMPRINTED WITH "SODIUM FLUORIDE" . LETTERS SHALL BE ENGRAVED AND SHALL BE 1/4-INCH HIGH. ASSEMBLE AND INSTALL INJECTION PORT ASSEMBLY AS DETAILED ON THE PLANS. 11.10 DEHUMIDIFIERS DEHUMIDIFIER UNIT SHALL CONSIST OF HERMETICALLY SEALED FREON REFRIGERATION-TYPE COMPRESSOR EXPANSION COIL FAN AND CONDENSER COIL EQUAL TO WHITE, GENERAL ELECTRIC OR EQUAL. MINIMUM CAPACITY OF UNIT SHALL EXCEED 25 PINTS OF CONDENSATE PER DAY. UNITS SHALL HAVE DRAIN CONNECTIONS FOR REMOVAL OF CONDENSATE. DEHUMIDIFIER SHALL BE CONTROLLED AUTOMATICALLY BY AN ADJUSTABLE HUMIDISTAT. PROVIDE PLASTIC LAMINATED COVERED SHELF WITH MOUNTING BRACKETS AND FLEXIBLE ! DRAIN PIPING FOR INSTALLATION OF DEHUMIDIFIER. '� ! I EQUIPMENT-7 CITY OF RENTON EQUIPMENT WATER FLUORIDATION SYSTEM SEPTEMBER, 1986 11.11 UNIT HEATERS SPACE HEATERS SHALL CONSIST OF FORCED AIR ELEMENT TYPE HEATER EQUAL TO TRANE ELECTRIC SIZE AND TYPE AS SHOWN ON THE PLANS. PROVIDE DISCONNECT SWITCH, WALL MOUNTED THERMOSTAT TEMPERATURE RANGE" 45° TO 85° F, AND MOUNTING BRACKETS. 11.12 HOT WATER HEATER MAINTENANCE BUILDING HOT WATER HEATER SHALL BE NATIONAL "ELECTRIC 5" ENERGY SAVING, GLASS-LINED WATER HEATER MODEL NO. ME-30, WITH: 30 GAL. CAPACITY, TWO 4,500 WATT, 240V AC/10/60 HZ NON-SIMULTANEOUS HEATING ELEMENTS AND CONSTRUCTION THAT MEETS REQUIREMENTS OF ASHRAE STANDARD 90-75. 11.13 SPRINGBROOK SPRINGS METER VAULT ACCESS LADDER PROVIDE ONE HEAVY DUTY ALUMINUM ACCESS LADDER FOR THE METER VAULT AT SPRINGBROOK SPRINGS. LADDER SIDE RAILS SHALL BE 3/8" X 2" FLAT BAR WITH 1-INCH DIAMETER RUNGS AT 12-INCH CENTERS. LADDER SHALL COMPLY WITH USOSHA SAFETY REQUIREMENTS. MOUNT LADDER TO VAULT WALL WITH 6-INCH MINIMUM OFFSET. 11.14 EQUIPMENT SPARE PARTS THE CONTRACTOR SHALL PROVIDE THE FOLLOWING LIST OF SPARE PARTS IN ADDITION TO THE MANUFACTURER' S SPARE PARTS THAT ARE PROVIDED WITH THE EQUIPMENT. 1. FLUORIDE FEED PUMP EQUIPMENT 1 EA. - PULSE TO CURRENT CONVERTER FOR SPRINGBROOK SPRINGS. PROVIDE THE FOLLOWING SPARE PARTS FOR EACH CHEMICAL FEED PUMP ASSEMBLY: 1 EA. PUMP DIAPHRAGM 1 SET - PUMP SEALS 1 EA. -CHECK VALVE 1 SET - BELTS 2. PIPING AND VALVES 6 EA. - QUICK DISCONNECT COUPLINGS 12 EA.- QUICK DISCONNECT COUPLING 0-RINGS 6 EA. - TRUE UNION BALL VALVES 12 EA. - TRUE UNION BALL VALVE GASKETS 2 EA. - SOLENOID VALVES 1 EA. - PRESSURE SUSTAINING VALVE 1 EA. - BACK PRESSURE SUSTAINING VALVE 1 EA. - LIQUID LEVEL CONTROL ASSEMBLY 1 EA. - ROTOMETER 1 EA. - VACUUM BREAKER 1 EA. - NEEDLE VALVE 20 FT. - BRAIDED VINYL HOSE EQUIPMENT-8 / CITY OF RENTON MECHANICAL / FLUORIDATION SYSTEM SEPTEMBER, 1986 / 15.0 MECHANICAL 15.0 DESCRIPTION THE WORK DESCRIBED IN THIS SECTION INCLUDES: DOMESTIC WATER PIPING, SANITARY SEWER PIPING, STORMWATER PIPING, AND OTHER MISCELLANEOUS PIPING SYSTEMS AND/OR EQUIPMENT. 15.1.0 PIPE AND PIPE FITTINGS AND APPURTENANCES 1 THE CONTRACTOR SHALL PROVIDE ALL PIPING , FITTINGS, AND APPURTENANCES NECESSARY TO MAKE ALL PIPING SYSTEMS COMPLETE , TESTED, AND READY FOR OPERATION AS SPECIFIED HEREIN AND AS SHOWN ON THE PLANS. IT IS THE INTENT OF THE PLANS AND SPECIFICATIONS TO PROVIDE A COMPLETE OPERATING SET OF PIPING SYSTEMS, TESTED, AND READY FOR OPERATION. HOWEVER, SOME FITTINGS THAT ARE NECESSARY FOR PROPER PIPING SYSTEM INSTALLATION AND OPERATION MAY NOT HAVE BEEN SHOWN. THE CONTRACTOR SHALL PROVIDE ALL FITTINGS, PIPE, AND APPURTENANCES NECESSARY WHETHER SHOWN OR NOT ON THE PLANS, TO COMPLETE ALL PIPING SYSTEMS COMPLETE, TESTED, AND READY FOR OPERATION. THE CONTRACTOR SHALL NOTE THAT SOME PIPE SUPPORTS, THRUST BLOCKING, AND TIE RODS FOR EACH INDIVIDUAL PIPE AND FITTINGS ARE NOT SHOWN ON THE PLANS. THE CONTRACTOR SHALL PROVIDE PIPE SUPPORTS, THRUST BLOCKING, AND TIE RODS FOR PIPES AS REQUIRED BY ACCEPTED DESIGN CRITERIA. SHOULD INTERFERENCES OR DISCREPANCIES PREVENT THE INSTALLATION OF ANY PART OF THE WORK, THE ENGINEER SHALL BE NOTIFIED AND HE WILL DETERMINE THE STEPS 'i NECESSARY TO COMPLETE THE TRUE DEVELOPMENT OF THE INTENT OF THE DRAWINGS AND SPECIFICATIONS. STEEL PIPE AND FITTINGS STEEL PIPE AND FITTINGS SHALL CONFORM . TO ANSI STANDARD D36.1O AND ASTM A-53, CLASS 125. 11 PVC PIPE AND FITTINGS POLYVINYL CHLORIDE (PVC) MATERIAL FOR PIPE FITTINGS AND COUPLINGS SHALL CONFORM TO ASTM D1984, TYPE 1, GRADE 1, WITH 2000 PSI DESIGN STRESS. PIPE ; SHALL BE SCHEDULE 40 IN ACCORDANCE WITH ASTM D.1785. �r CH. 15 - 1 I , \ CITY OF RENTON MECHANICAL FLUORIDATION SYSTEM SEPTEMBER, 1986 COPPER PIPE AND FITTINGS COPPER PIPING AND TUBING SHALL BE DRAWN AND SHALL MEET THE REQUIREMENTS OF ASTM B88. TYPE L HARD TEMPER SHALL BE USED FOR ALL EXPOSED PIPING. FITTINGS SHALL BE WROUGHT COPPER OR BRONZE PRESSURE-TYPE SOLDER JOINTS AND SHALL MEET THE REQUIREMENTS OF ANSI B16.22. BRAIDED VINYL HOSE BRAIDED VINYL HOSE SHALL BE USED FOR ALL FLEXIBLE HOSE CONNECTION POINTS IN THE FLUORIDE PIPING SYSTEM. BRAIDED VINYL HOSE SHALL BE COMPRISED OF SANDWICHED FIBER BRAID IN PLASTICIZED PVC. HOSE SHALL HAVE A MAXIMUM WORKING PRESSURE OF 135 PSI AND FLEXIBLE IN A TEMPERATURE RANGE OF -25° TO 170° F. HOSE SHALL BE EQUAL TO HARRINGTON 406 BRAIDED VINYL TUBING. UNDERDRAIN PIPE UNDERDRAIN PIPE SHALL BE PERFORATED AND MAY BE CORRUGATED ALUMINUM ALLOY, OR PVC PLASTIC AT THE OPTION OF THE CONTRACTOR. THE PERFORATED UNDERDRAIN PIPE SHALL MEET THE FOLLOWING REQUIREMENTS: CORRUGATED ALUMINUM ALLOY AASHO DESIGNATION M-197 PVC PLASTIC ASTM D-1785, SCHEDULE 40 ALL PERFORATED PIPE SHALL BE LAID WITH THE PERFORATIONS DOWN AND BEDDED, AND BACKFILLED AS INDICATED ON THE PLANS. THE CONTRACTOR SHALL USE CARE IN THE METHOD OF PLACING THE GRAVEL BACKFILL MATERIAL TO PREVENT ITS CONTAMINATION AND SHALL COMPACT THE MATERIAL TO AT LEAST 95 PERCENT OF MAXIMUM DRY DENSITY AT MAXIMUM MOISTURE AS DETERMINED BY THE MODIFIED PROCTER TEST (ASTM D1557) . SLOTTED DRAIN PIPE CONTRACTOR SHALL INSTALL SLOTTED DRAIN PIPE AS SHOWN ON THE PLANS. SLOTTED DRAINS SHALL BE WELDED 14-GAUGE, 12-INCH DIAMETER PIPE. JOINTS AND PIPE SHALL MEET AASHTO M-36 REQUIREMENTS. THE GRATE SHALL BE CONSTRUCTED FROM STRUCTURAL STEEL AND BE HOT-DIP GALVANIZED. SLOT WIDTH SHALL BE 1-3/4" WITH 3/16" SPACERS ON 6" CENTERS. SLOTTED DRAIN SHALL BE ARMCO OR APPROVED EQUAL. PIPE WRAPPING ALL UNDERGROUND STEEL OR COPPER PIPING SHALL BE WRAPPED WITH "SCOTCH-WRAP" OR EQUAL, APPROVED IN ADVANCE BY THE OWNER. WRAP ALL STRAIGHT RUNS WITH 0.20-INCH MINIMUM THICK TAPE SPIRALLY APPLIED IN HALF-LAP LAYERS. CH. 15 - 2 i \ CITY OF RENTON MECHANICAL A ; FLUORIDATION SYSTEM SEPTEMBER, 1986 PRE-WRAP ALL JOINTS AND OTHER SIMILAR IRREGULAR SURFACES USING 0.01-INCH MINIMUM THICK WRAP. HANGARS AND SUPPORTS PIPE HANGERS AND SUPPORTS INSIDE BUILDING SHALL BE AS FOLLOWS: 1. HORIZONTAL PIPE RUNS: 3/8-INCH DIAMETER HANGER ROD WITH PIPE RING SIZED TO PIPE, GRINNELL FIGURE NO. 97 OR 104, OR EQUAL. 2. VERTICAL PIPE: RISER CLAMP, GRINNELL FIGURE NO. 261 , OR EQUAL. 3. AT CONTRACTOR'S OPTION, TRAPEZE HANGERS MAY BE USED WHERE PARALLEL RUNS OF PIPE OCCUR, USING 1/2-INCH DIAMETER ROD. USE RUBBER OR VINYL-COATED HANGERS FOR COPPER PIPE. PIPE AND FITTINGS INSTALLATION CODES AND STANDARDS: I THE CONTRACTOR SHALL USE MATERIALS AND INSTALLATION METHODS IN ACCORDANCE WITH THE UNIFORM PLUMBING CODE, 1979 EDITION, AND LOCAL CODES AND REGULATIONS WHICH ARE APPLICABLE. THE TYPES AND SIZES OF PIPES TO BE USED SHALL BE AS SPECIFIED HEREIN AND/OR AS SHOWN ON THE DRAWINGS. WHERE SIZES OF SMALL PIPE ARE OMITTED FROM THE DRAWINGS AND NOT MENTIONED IN THE SPECIFICATIONS, SIZES TO BE USED SHALL CORRESPOND TO CODE REQUIREMENTS, AND AS REQUIRED BY EQUIPMENT AND PLUMBING FIXTURES AND APPURTENANCES. IN ANY EVENT, ANY UNDESIGNATED PIPE SIZES SHALL BE PROPER FOR THE FUNCTIONS TO BE PERFORMED AND AS ACCEPTABLE TO THE ENGINEER. ALL PIPE SHALL BE CAREFULLY LAID AND SUPPORTED AT THE PROPER LINES AND GRADES AND, WHERE POSSIBLE, SHALL BE SLOPED TO PERMIT COMPLETE DRAINAGE. PIPING RUNS SHOWN ON THE DRAWING SHALL BE FOLLOWED AS CLOSELY AS POSSIBLE, EXCEPT FOR MINOR ADJUSTMENT TO AVOID UTILITY AND STRUCTURAL FEATURES. MAJOR RELOCATIONS, IF REQUIRED, SHALL BE MADE IN A MANNER ACCEPTABLE TO THE ENGINEER. ALL OPENINGS IN PIPES SHALL BE KEPT CLOSED DURING THE PROGRESS OF THE WORK. JOINTS IN PIPE SHALL BE THREADED, FLANGED, MECHANICAL JOINT, OR OTHER SPECIAL TYPES, WHERE SPECIFIED, CONSISTENT WITH THE TYPE OF PIPE BEING INSTALLED. THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND CH. 15 - 3 I CITY OF RENTON MECHANICAL FLUORIDATION SYSTEM SEPTEMBER, 1986 FITTINGS OR SPECIAL CASTINGS NECESSARY FOR THE PROPER AND ACCURATE ASSEMBLY, ERECTION, AND COMPLETION OF THE WORK. ALL PIPE SHALL BE CUT TO FIT ACCURATELY WITH SMOOTH EDGES AND FACES. PIPE ENDS SHALL BE REAMED TO THE FULL BORE OF THE PIPE. A THREAD LUBRICANT SHALL BE APPLIED TO THE MALE THREADS ONLY. FLANGED JOINTS SHALL BE MADE UP SQUARE WITH EVEN PRESSURE UPON THE GASKETS AND SHALL BE PERFECTLY WATERTIGHT. PIPING SHALL BE PROPERLY SUPPORTED ON CAST-IN-PLACE BLOCKS, OR BY ANCHOR BRACKETS, SADDLES, OR SUPPORTS AS SHOWN OR AS NECESSARY TO KEEP IT IN ALIGNMENT AND TO PREVENT SAGGING. TIE RODS SHALL BE AS SHOWN ON THE PLANS AND AS REQUIRED TO RESIST ALL UNBALANCED FORCES WITHIN THE PIPELINES. TIE RODS SHALL LIMIT MOVEMENT AND RESIST FORCES IN PIPELINES, FLANGED COUPLING ADAPTERS, AND FLEXIBLE COUPLINGS. FORCES IN PUMP DISCHARGE LINES SHALL BE CALCULATED USING PUMP SHUTOFF HEAD. THRUST BLOCKING SHALL BE AS SHOWN ON THE CONTRACT PLANS AND AS DESCRIBED HEREIN. THRUST BLOCKING SHALL BE PROVIDED TO RESIST ALL UNBALANCED FORCES ON PIPES AND FITTINGS. BLOCKING AND BRACING OF THE PIPE AND FITTINGS SHALL BE PLACED SO AS TO SECURE BEARING ON UNDISTURBED EARTH. CONCRETE SHALL BE PLACED IN BACK OF ALL FITTINGS WITH UNBALANCED THRUST. PRE-CAST BLOCKING SHALL NOT BE USED. BLOCKING SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI AND SHALL NOT BE COVERED UP WITHOUT ITS HAVING BEEN SEEN BY THE ENGINEER. THE COST OF FURNISHING AND INSTALLING ALL BLOCKING SHALL BE INCLUDED IN THE LUMP SUMS BID BY THE CONTRACTOR. BLOCKING SHALL BE FORMED SO THAT BOLTS, JOINTS, GASKETS, AND FLANGES OF ADJACENT JOINTS ARE CLEAR OF THE CONCRETE AND SO THAT BOLTS AND JOINTS CAN BE DISMANTLED WITHOUT REMOVING THE CONCRETE. ALL PIPE PASSING THROUGH CONCRETE WALLS OR SLABS SHALL BE VERY CAREFULLY MADE WATERTIGHT. 15.4.0 PLUMBING MATERIALS AND FIXTURES THE CONTRACTOR SHALL PROVIDE ALL PLUMBING VALVES, FIXTURES, AND APPURTENANCES NECESSARY TO CONSTRUCT THE PLUMBING SYSTEMS COMPLETE, TESTED, AND READY FOR OPERATION AS SPECIFIED HEREIN AND AS SHOWN ON THE PLANS. IT IS THE INTENT OF THE PLANS AND SPECIFICATIONS TO PROVIDE A COMPLETE OPERATING SET OF PIPING SYSTEMS, TESTED, AND READY FOR OPERATION. HOWEVER, SOME FITTINGS THAT ARE NECESSARY FOR PROPER PIPING SYSTEM INSTALLATION AND OPERATION MAY NOT HAVE BEEN SHOWN. THE CONTRACTOR SHALL PROVIDE ALL FITTINGS, PIPE, AND APPURTENANCES NECESSARY WHETHER SHOWN OR NOT ON THE PLANS, TO COMPLETE ALL PIPING SYSTEMS COMPLETE, TESTED, AND READY FOR OPERATION. CH. 15 - 4 I CITY OF RENTON MECHANICAL i FLUORIDATION SYSTEM SEPTEMBER, 1986 15.4.1 VALVES A. GATE VALVES FOR STEEL PIPE: SHALL BE CRANE NO. 410 OR EQUAL, RATED FOR 150 PSI AT 200° F, NON-RISING STEM, SCREWED BONNET, SOLID WEDGE DISC, BRONZE CONSTRUCTION AND THREADED ENDS. B. GATE VALVES FOR COPPER PIPING : SHALL BE CRANE NO. 1320 OR EQUAL, RATED FOR 200 PSI NON-SHOCK AT 200° F, NON RISING STEM, SCREWED BONNET, SOLID WEDGE DISC, BRONZE CONSTRUCTION AND SOLDER ENDS. C. TRUE UNION BALL VALVES SHALL BE HAYWARD INDUSTRIAL PRODUCTSOR EQUAL, MANUFACTURED OF PVC TYPE 1-GRADE 1 WITH VITON 0-RING. ALL PVC VALVES SHALL BE LISTED BY NSF FOR USE IN POTABLE WATER SERVICE. VALVES DESIGNATED FOR PANEL MOUNTING SHALL HAVE STEM EXTENSION AND ADAPTOR PLATE DESIGNED FOR PANEL MOUNTING. D. PRESSURE BYPASS VALVES PRESSURE BYPASS VALVES SHALL BE A DIAPHRAGM-TYPE VALVE AND SHALL BE INSTALLED DIRECTLY IN THE CHEMICAL FEED LINE FOR EACH OF THE CHEMICAL METERING PUMPS. EACH PRESSURE BYPASS VALVE SHALL BE FABRICATED FROM CORROSIVE-RESISTANT MATERIALS. EACH PRESSURE BYPASS VALVE SHALL HAVE A PRIMING VALVE WHICH ALLOWS THE PUMP WORKING AGAINST PRESSURE TO BE PRIMED AT ATMOSPHERIC PRESSURE. BYPASS FLOW SHALL BE DIVERTED BACK TO THE DAY TANKS. EACH PRESSURE BYPASS VALVE SHALL BE IDENTICAL AND SHALL HAVE THE ABILITY TO BE INSTALLED IN ANY POSITION. THE FLOW CAPACITY RATING SHALL BE A MINIMUM OF 18 GPH. THE PRESSURE SETTING SHALL BE FIELD ADJUSTABLE AND SHALL BE SET AT 10 PSI ABOVE THE NORMAL OPERATING PRESSURE. THE PRESSURE BYPASS VALVE SHALL BE A MANUFACTURER'S STANDARD PRODUCT AND EQUAL TO HARRINGTON PART NO. 207 PBP PRESSURE BYPASS VALVE. E. BACK PRESSURE SUSTAINING VALVE BACK PRESSURE SUSTAINING VALVES SHALL BE FABRICATED FROM CORROSIVE-RESISTANT MATERIALS. THE VALVES SHALL BE DIAPRAGM TYPE CAPABLE OF SUSTAINING A CONSTANT BACK PRESSURE. THE VALVE SHALL HAVE AN EXTERNAL LOCKING SCREW ADJUSTMENT AND SHALL BE CAPABLE OF OPERATING TO 150 PSI MAXIMUM WORKING PRESSURE. VALVE CONTROL SPRING SHALL BE CONSTRUCTED OF STAINLESS STEEL MATERIALS AND SHALL BE ISOLATED FROM THE FLUID CHAMBER. CH. 15 - 5 F CITY OF RENTON MECHANICAL FLUORIDATION SYSTEM SEPTEMBER, 1986 A VALVES SHALL BE EQUAL TO WALLACE AND TIERNAN FIGURE 471 .011 SIZE AS SHOWN ON THE PLANS. F. ELECTRONIC SOLENOID VALVES ELECTRONIC SOLENOID VALVE BODY AND ALL WETTED SURFACES SHALL BE POLYPROPLYENE INJECTED MOLDED CONSTRUCTION. OPERATION OF THE VALVE SHALL BE CONTROLLED FROM THE LIQUID LEVEL SWITCH FROM THE DAY TANKS. THE VALVE SHALL OPERATE FROM A 115 VAC POWER SOURCE. VALVE SHALL BE EQUAL TO HARRINGTON POSACON TYPE 202. G. CHECK VALVES CHECK VALVES SHALL BE SPRING TYPE CONSTRUCTED OF PVC BODY AND FITTINGS. VALVE MECHANISM SHALL BE CONSTRUCTED OF STAINLESS STEEL WITH STAINLESS STEEL SPRING AND SHAFT. SEAL SHALL BE BANA-N MATERIAL. VALVE SHALL BE PRESSURE RATED AT 200 PSI. VALVES SHALL BE EQUAL TO HARRINGTON SERIES 209. H. REDUCED PRESSURE BACKFLOW PREVENTER REDUCED PRESSURE BACKFLOW PREVENTER SHALL BE CONSTRUCTED OF BRONZE BODY WITH STAINLESS STEEL SPRINGS. VALVE SHALL BE RATED FOR 150 PSI WORKING PRESSURE AND SHALL INCLUDE ISOLATION VALVES TEST COCKS UNION AND FITTING. VALVE EQUAL TO BEECO MODEL RP-2. I. VACUUM BREAKERS VACUUM BREAKER SHALL BE A NON-PRESSURE TYPE OPERATION. BREAKER BODY AND ALL WETTED SURFACES SHALL BE OF POLYPROPLYENE INJECTION MOLDED CONSTRUCTION. VACUUM BREAKERS SHALL BE EQUAL TO HARRINGTON MODEL NO. 204 UEM. J. Y-STRAINERS Y-STRAINERS SHALL BE OF PVC CONSTRUCTION. STRAINER PERFORATIONS SHALL HAVE A MAXIMUM DIAMETER OF 1/32-INCH. Y-STRAINERS SHALL BE EQUAL TO HARRINGTON 203Y SERIES. K. CERAMIC DISK FILTERS PROVIDE CERAMIC DISK FILTERS ON OUTLET SIDE OF EACH SATURATOR AND DAY TANK. FILTERS EQUAL TO WALLACE AND TIERNAN. 15.4.2 MISCELLANEOUS PLUMBING FITTINGS A. WATER HAMMER ARRESTORS SHALL BE STAINLESS STEEL BELLOWS TYPE, PRECHARGED WITH AIR, ZURN "SHOKTROL" OR EQUAL SIZED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATION. CH. 15 - 6 lir CITY OF RENTON MECHANICAL FLUORIDATION SYSTEM SEPTEMBER, 1986 B. QUICK DISCONNECT FITTINGS SHALL BE CAM TYPE OPERATED COUPLINGS MANUFACTURED OF POLYPROPYLENE TO MIL-C-2748 DIMENSIONS. C. DIELECTRIC FITTINGS SHALL BE PROVIDED AT JOINTS BETWEEN DISSIMILAR METALS. D. ADAPTERS SHALL BE PROVIDED BETWEEN DISSIMILAR TYPES OF PIPE, E.G. , COPPER - STEEL, PVC - CAST IRON. E. AUTOMATIC TRAP PRIMER SHALL BE J. R. SMITH MANUFACTURING COMPANY, OR EQUAL, FIGURE 2699-2, 1/2-INCH, FEMALE GROUND JOINT UNION WITH CAST BRONZE CONSTRUCTION. F. HOSE BIBBS SHALL HAVE BRONZE CONSTRUCTION, 1/2-INCH HOSE CONNECTION , AND VACUUM BREAKER. PROVIDE 50 ' OF 3/4" NYLON BRAIDED GARDEN HOSE FOR EACH HOSE BIBB. 15.4.3 PLUMBING INSULATION A. INSULATION SHALL BE JOHNS-MANVILLE - AEROTUBE , ARMSTRONG - ARMFLEX, OR EQUAL CLOSED CELL, ELASTOMERIC PIPE INSULATION. INSULATION SHALL BE A NOMINAL 1/2-INCH THICK AND VALVES AND FITTINGS SHALL BE COVERED WITH PREFABRICATED INSULATION FITTINGS. 15.4.4 CLEAN-OUTS A. EXTERIOR CLEAN-OUTS SHALL BE J. R. SMITH MANUFACTURING COMPANY OR EQUAL ROUND ADJUSTABLE, CAST IRON TOP-TRACTOR COVER CLEAN-OUTS, FIGURE 4241 , WITH LEAD SEAL, BRONZE PLUG AND SPIGOT OUTLET. B. INDOOR FINISHED FLOOR CLEAN-OUTS SHALL BE J. R. SMITH MANUFACTURING COMPANY OR EQUAL, FIGURE 4021 CLEAN-OUT, WITH ROUND HEAVY-DUTY NICKEL BRONZE TOP, LEAD SEAL, BRONZE PLUG AND SPIGOT OUTLET. 15.4.5 BUILDING FLOOR DRAINS SHALL BE J. R. SMITH MANUFACTURING COMPANY OR EQUAL, FIGURE 2040-A- PVC ROUND TOP FLOOR DRAIN WITH TRAP AND FLOOR CLEAN-OUT, P-TRAP PRIMER CONNECTION, VANDAL-PROOF SCREWS AND FLAPPER-TYPE BACKWATER VALVE. 15.4.6 PLUMBING FIXTURES A. FIXTURE SUPPORTS: SHALL BE J. R. SMITH MANUFACTURING COMPANY OR EQUAL, AS FOLLOWS: CH. 15 - 7 CITY OF RENTON MECHANICAL FLUORIDATION SYSTEM SEPTEMBER, 1986 1. HANDICAP HORIZONTAL WATER CLOSET FITTINGS SHALL BE J. R. SMITH MANUFACTURING COMPANY FIGURE 115-R-Y NO-HUB CAST IRON HI-SET ELEVATED ADJUSTABLE FIXTURE SUPPORT. 2. HANDICAP VERTICAL WATER CLOSET FITTINGS SHALL BE J. R. SMITH MANUFACTURING COMPANY FIGURES 175-R-Y AND 175-L-Y NO-HUB CAST IRON HI-SET ELEVATED ADJUSTABLE FIXTURE SUPPORTS. 3. URINAL SUPPORTS SHALL BE J . R. SMITH MANUFACTURING COMPANY FIGURE 637 URINAL SUPPORT WITH HANGER PLATE AND BOTTOM BEARING PLATE. 4. STANDARD WATER CLOSET HORIZONTAL FITTINGS SHALL BE J. R. SMITH MANUFACTURING COMPANY FIGURES 220-L-Y AND 220-R-Y NO-HUB SINGLE ADJUSTABLE FIXTURE SUPPORTS, SHALLOW ROUGH-IN TYPE. B. FIXTURES: SHALL BE SPECIFIED MANUFACTURER OR EQUAL AS FOLLOWS: 1. WATER CLOSETS SHALL BE AMERICAN STANDARD 4WFALL FIGURE 2478.014 WITH: SIPHON JET ACTION, ELONGATED BOWL, WALL MOUNTING AND 1-1/2-INCH BACK SPUD: 2. URINALS SHALL BE AMERICAN STANDARD LYNBROOK URINAL FIGURE 6538.010 WITH: BLOWOUT FLUSH JET ACTION, FLUSHING RIM, WALL MOUNTING AND 1/4-INCH BACK SPUD. 3. WALL-MOUNTED DRINKING FOUNTAIN SHALL BE HAWS MODEL 1120 WITH: STAINLESS STEEL CONSTRUCTION, 1/2-INCH IPS SUPPLY, SELF-CLOSING 4-ARM HANDLE VALVE WITH AUTOMATIC PRESSURE REGULATING STREAM CONTROL WASTE STRAINER, 1-1/4-INCH CHROME PLATED TRAP WITH CLEAN-OUT AND WALL MOUNTING BRACKET. 4. RESTROOM LAVATORIES SHALL BE AMERICAN STANDARD LEXINGTON LAVATORY FIGURE 0493-015 WITH: FOUR-INCH FAUCET CENTERS, ENAMELED CAST IRON CONSTRUCTION, FRONT OVERFLOW, SOAP DEPRESSIONS AND FITTING LEDGE. 5. SERVICE SINK SHALL BE AMERICAN STANDARD LEDGEMONT FIGURE 7601.016 OR EQUAL WITH GOOSENECK TYPE FAUCET W/ACRATOR, STRAINER, AND METAL FRAME. C. FIXTURE FITTINGS: SHALL BE SPECIFIED MANUFACTURER OR EQUAL; AS FOLLOWS: 1. WATER CLOSETS SHALL BE EQUIPPED WITH LOAN ROYAL NO. 152 PUSHBUTTON CONCEALED FLUSH VALVES WITH: STOP, VACUUM BREAKER, ADJUSTABLE TAILPIECE, 1-1/2-INCH BACK SPUD CONNECTION, AND CHROME PLATED EXPOSED PARTS. CH. 15 - 8 CITY OF RENTON MECHANICAL FLUORIDATION SYSTEM SEPTEMBER, 1986 2. URINALS SHALL BE EQUIPPED WITH SLOAN ROYAL NO. 195-11L-3 PUSHBUTTON CONCEALED FLUSH VALVES WITH: STOP, VACUUM BREAKER, ADJUSTABLE TAILPIECE, 3/4-INCH BACK SPUD CONNECTION, AND CHROME-PLATED EXPOSED PARTS. 3. LAVATORIES SHALL BE EQUIPPED WITH CHICAGO FAUCET COMPANY NO. 802A-335 "TIP-TAP" ADJUSTABLE SLOW CLOSING FAUCETS WITH: RENEWABLE OPERATING UNITS, HINGED HANDLES, 4-INCH CENTERS, AND NO. 312 SOFT-FLO. 4. ALL LAVATORIES SHALL BE EQUIPPED WITH AMERICAN STANDARD LAVATORY DRAINS WITH PERFORATED GRIDS. D. TRIM AND MISCELLANEOUS FIXTURES FITTINGS 1. TRIM SHALL MEAN ANY METAL PARTS USED WITH THE FIXTURE; AND SHALL BE BRASS EXCEPT THAT FEDERAL SPECIFICATIONS GRADE ZINC-ALUMINUM MAY BE FURNISHED WITH FAUCET HANDLES. 2. FINISH OF ALL EXPOSED METAL PARTS SHALL BE CHROMIUM OVER NICKEL. 3. A STOP VALVE SHALL BE PROVIDED IN EACH WATER CONNECTION TO EACH FIXTURE, EXCEPT WHERE FITTING HAS INTEGRAL STOPS. STOPS SHALL BE LOOSE KEY PATTERN WITH SHIELD, POLISHED FINISH WHERE EXPOSED, ROUGH WHERE CONCEALED, BRIDGEPORT BRASS, BRASS CRAFT (SPEEDWAY) , TELEDYNE ANSONIA, OR EQUAL. 4. EXPOSED SUPPLY PIPING SHALL BE 1/2-INCH O.D. TUBING. 5. ESCUTCHEONS SHALL BE PROVIDED AT EACH POINT WHERE PIPE OR OTHER FITTINGS ENTER THE WALL AT A FIXTURE. 6. TRAPS SHALL BE NO. 17 GAUGE (0.043") SEAMLESS TUBING; SHALL BEAR THE MANUFACTURER'S NAME AND GAUGE WITHOUT CLEAN-OUT. 7. A VACUUM BREAKER SHALL BE PROVIDED ON WATER SUPPLY TO EACH URINAL AND FIXTURE WHICH HAS A WATER CONNECTION LOCATED BELOW THE RIM, OR A HOSE ATTACHMENT; FLOW-THROUGH PATTERN; SLOAN, WATROUS, COYNE & DELANEY, WATTS OR EQUAL. 15.6.0 PLUMBING INSTALLATION A. INSPECTION: 1. PRIOR TO ALL WORK OF THIS SECTION, THE CONTRACTOR SHALL CAREFULLY INSPECT THE INSTALLED WORK OF ALL OTHER TRADES AND CH. 15 - 9 r CITY OF RENTON MECHANICAL FLUORIDATION SYSTEM SEPTEMBER, 1986 VERIFY THAT ALL SUCH WORK IS COMPLETE TO THE POINT WHERE THIS INSTALLATION MAY PROPERLY COMMENCE. 2. VERIFY THAT PLUMBING MAY BE INSTALLED IN STRICT ACCORDANCE WITH ALL PERTINENT CODES AND REGULATIONS. B. DISCREPANCIES: IN THE EVENT OF DISCREPANCY, DO NOT PROCEED WITH INSTALLATION; IMMEDIATELY NOTIFY THE OWNER. C. LOCATION OF PIPE 1. PIPE AND FITTINGS SHALL BE INSTALLED AND LOCATED AS SHOWN ON THE DRAWINGS. 2. LAY OUT THE PLUMBING SYSTEM IN CAREFUL COORDINATION WITH THE DRAWINGS. DETERMINE PROPER ELEVATIONS FOR ALL COMPONENTS OF THE SYSTEM AND USE ONLY THE MINIMUM NUMBER OF BENDS TO PRODUCT A SATISFACTORY, FUNCTIONING SYSTEM. r 15.6.1 INSTALLATION, GENERAL DO NOT CUT INTO OR REDUCE THE SIZE OF ANY LOAD-CARRYING MEMBER WITHOUT THE PRIOR APPROVAL OF THE ENGINEER. INSTALL PIPES TO CLEAR ALL BEAMS AND OBSTRUCTIONS IN ACCORDANCE WITH THE FOLLOWING: A. INSPECT EACH PIECE OF PIPE, TUBING, FITTINGS AND EQUIPMENT FOR DEFECTS AND OBSTRUCTIONS. PROMPTLY REMOVE ALL DEFECTIVE MATERIAL FROM THE JOB SITE. B. THOROUGHLY CLEAN INTERIOR OF ALL PIPING BEFORE MAKING JOINTS AND PLACING IN POSITION BY BLOWING CLEAR WITH EITHER STEAM OR COMPRESSED AIR. MAINTAIN CLEANLINESS OF PIPING THROUGHOUT INSTALLATION BY PROVIDING CAPS OR PLUGS ON ENDS OF CLEANED PIPING AS NECESSARY. C. INSTALL ALL PIPING PROMPTLY, CAPPING OR PLUGGING ALL OPEN ENDS AND MAKING PIPE GENERALLY LEVEL AND PLUMB, FREE FROM TRAPS AND IN A MANNER TO CONSERVE SPACE FOR OTHER WORK. D. AIR CHAMBERS SHALL BE PROVIDED AT EACH WATER CONNECTION TO A PLUMBING FIXTURE, SAME IN SIZE AS BRANCH LINE AND CONCEALED. E. LOCATE WATER HAMMER ARRESTORS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATION. F. PROVIDE UNIFORM PITCH OF AT LEAST 1/8-INCH PER FOOT, OR AS OTHERWISE NOTED, FOR ALL HORIZONTAL WASTE AND SOIL PIPING WITHIN THE BUILDING. PITCH ALL VENTS FOR PROPER DRAINAGE. CH. 15 -. 10 FA CITY OF RENTON MECHANICAL Al FLUORIDATION SYSTEM SEPTEMBER, 1986 G. CUSHION ALL TRAPS AND BEARINGS TO MINIMIZE TRANSFER OF SOUND; FIRMLY ANCHOR ALL PIPES IN POSITION. H. ALL VERTICAL STACKS SHALL BE SUPPORTED AT FLOORS WITH CLAMP ANCHORS AS REQUIRED TO RELIEVE JOINT STRESSES. I. CONCEAL ALL PIPING UNLESS OTHERWISE SHOWN ON THE DRAWINGS. 15.6.2 JOINTS AND CONNECTIONS A. STEEL: USE FACTORY-CUT PIPE THREADS WHERE POSSIBLE; OTHERWISE, CUT PIPE ENDS SQUARE, REMOVE ALL FINS AND BURRS AND CUT FULL DEPTH TAPERED THREADS. APPLY JOINT COMPOUND TO MALE THREADS ONLY AND ENGAGE SO THAT NO MORE THAN THREE THREADS REMAIN EXPOSED. B. COPPER: MAKE ALL JOINTS IN COPPER TUBING WITH 95-5 TIN-ANTIMONY SOLDER, APPLIED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. C. HUBLESS: INSTALL NEOPRENE GASKET AND STAINLESS STEEL CLAMP AND SHIELD COUPLING JOINT ASSEMBLIES WITH BOLTS ALTERNATELY AND INCREMENTALLY TIGHTENED TO 60 INCH-POUNDS TORQUE, MINIMUM. USE SINGLE SET-POINT TORQUE WRENCH MANUFACTURED SPECIFICALLY FOR THIS PURPOSE. THE USE OF SCREWDRIVERS OR OTHER TYPES OF WRENCHES WILL NOT BE PERMITTED. RE-TORQUE BOLTS AFTER 24 HOURS. D. SOLVENT CEMENT: USE SOLVENT-CEMENT APPROVED BY PIPE AND FITTING MANUFACTURER AND APPLY IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION PROCEDURES. 15.6.3 TIE-INS A. TIE-IN SOIL AND WASTE PIPING TO THE ENDS OF EXISTING SEWER PIPING WHERE SHOWN ON THE DRAWINGS. B. TIE-IN DOMESTIC WATER PIPING TO WATER METERS WHERE SHOWN ON THE DRAWINGS. 15.6.4 HANGERS AND SUPPORTS A. SPACING: DO NOT EXCEED THE FOLLOWING SPACING ON CENTERS: 1. ABS OR PVC - FIVE FEET. 2. COPPER 1-1/2-INCH AND SMALLER - SIX FEET. 3. COPPER, 2-INCH AND LARGER - TEN FEET. CH. 15 - 11 MECHANICAL CITY OF RENTON FLUORIDATION SYSTEM SEPTEMBER, 1986 I• B. SUPPORTING: USE A SEPARATE HANGER FOR EACH BRANCH. SUPPORT VERTICAL RISERS WITH RISER CLAMPS. SUPPORT PIPE OUTSIDE AS SHOWN ON THE DRAWINGS. CARE SHALL BE USED WHEN INSTALLING HANGERS SO THAT PIPE OR INSULATION COMING IN CONTACT WITH THE HANGER SHALL NOT BE DEFORMED OR DAMAGED. 15.6.5 PIPE INSULATION INSULATE ALL HOT AND COLD WATER PIPING ABOVE GRADE AFTER ALL REQUIRED TESTS HAVE BEEN COMPLETED. INSULATION AND ACCESSORIES SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDED PROCEDURES. INSULATION SHALL BE APPLIED OVER CLEAN, DRY PIPE WITH ALL JOINTS FIRMLY BUTTED TOGETHER. LONGITUDINAL JOINTS SHALL BE SQUARE AND SECURELY SEALED. ALL FITTINGS, VALVES AND SPECIAL PIPING EQUIPMENT SHALL BE INSTALLED AND SEALED WITH FACTORY )1 PRE-CUT AND FORMED INSULATION. METAL SHIELDS SHALL BE APPLIED BETWEEN HANGERS OR SUPPORTS AND THE PIPE INSULATION. SHIELDS SHALL BE FORMED TO FIT THE INSULATION AND SHALL EXTEND UP TO THE CENTER LINE OF THE PIPE AND BE 6-INCHES LONG. SHIELDS SHALL BE A MINIMUM OF 16 GAUGE GALVANIZED STEEL. ALL INSULATION SHALL BE CONTINUOUS THROUGH SLEEVED OPENINGS. AFTER THE INSTALLATION OF THE PIPE INSULATION, THE SYSTEM SHALL BE VISUALLLY INSPECTED FECFFOR SHANY PUNCTURES, BAD JOINTS OR DEFECTS OF ANY KIND. BE PROMPTLY CORRECTED BEFORE THE WORK SHALL BE CONSIDERED COMPLETE. I 15.6.6 FIXTURES AND TRIM a INSTALL FIXTURES AND ACCESSORIES WHERE INDICATED ON THE DRAWINGS, WITH TYPES OF MOUNTINGS INDICATED IN THE SPECIFICATION. MAKE SURE FIXTURES ARE THOROUGHLY CLEAN AND FREE OF ANY FOREIGN MATERIAL. RIGIDLY SUPPORT WALL-HUNG FIXTURES BY MEANS OF METAL SUPPORTING MEMBERS SO THAT NO STRESS IS TRANSMITTED TO THE CONNECTIONS. PROVIDE AN INDIVIDUAL VENT FOR EACH FIXTURE. USE CHROMIUM-PLATED BRASS BOLTS, NUTS AND WASHERS WHERE EXPOSED; OTHERWISE USE BRASS OR BRONZE BOLTS, NUTS AND WASHERS. USE A ONE-PIECE SPECIAL MOLDED GASKET FOR CONNECTIONS BETWEEN THE EARTHENWARE OF FIXTURES AND SOIL PIPE FLANGES. CONNECTIONS SHALL BE MADE SO AS TO BE GAS-TIGHT AND WATER-TIGHT. THE USE OF BULK MATERIAL, INCLUDING PUTTY AND PLASTICS, FOR GASKETS WILL NOT BE PERMITTED. ALL FIXTURES NOT SPECIFIED TO BE PROVIDED WITH INTEGRAL TRAPS SHALL BE PROVIDED WITH SEPARATE TRAPS HAVING G r. CLEAN-OUTS.DELSEWH ELSRES EWHERE BEENL NOT BE RESOLVED. I PLUGLLED UNTIL ALL UNUSED FITTING HOLESNIN TESTS SPECIFIED 1' WITH CHROME FINISH PLUG BUTTONS. 1� 15.7.0 DISINFECTION A. AFTER PRELIMINARY PURGING OF THE SYSTEM, CHLORINATE THE ENTIRE POTABLE WATER SYSTEM IN ACCORDANCE WITH C601-81 OF THE AMERICAN WATERIN ACCORDANCEOCIATION WITH ALLOR OTHERSHING AND PERTINENT RULES AND DISINFECTING INS, ANDREGULATIONS. r� CH. 15 - 12 CITY OF RENTON MECHANICAL FLUORIDATION SYSTEM SEPTEMBER, 1986 B. UPON COMPLETION OF STERILIZING, THOROUGHLY FLUSH THE ENTIRE POTABLE WATER SYSTEM. C. WHEN STERILIZING IS COMPLETE, ARRANGE WITH THE PERTINENT AUTHORITIES FOR TESTS ON THE SYSTEM. D. CHLORINATE ONLY WHEN THE BUILDING IS UNOCCUPIED. E. CERTIFICATION: DELIVER A "CERTIFICATION OF COMPLETION OF CHLORINATION" TO THE ENGINEER. 15.8.0 CLOSING IN UNINSPECTED WORK A. GENERAL: DO NOT COVER UP OR ENCLOSE WORK UNTIL IT HAS BEEN PROPERLY AND COMPLETELY INSPECTED AND APPROVED. B. NONCOMPLIANCE: SHOULD ANY OF THE WORK BE COVERED UP OR ENCLOSED PRIOR TO ALL REQUIRED INSPECTIONS AND APPROVALS, UNCOVER THE WORK AS REQUIRED AND, AFTER IT HAS BEEN COMPLETELY INSPECTED AND APPROVED, MAKE ALL REPAIRS AND REPLACEMENTS WITH SUCH MATERIALS AND WORKMANSHIP AS ARE NECESSARY TO THE APPROVAL OF THE OWNER, AND AT NO ADDITIONAL COST TO THE OWNER. 15.9.0 INSPECTION AND TESTING A. GENERAL: FURNISH ALL REQUIRED PERSONNEL AND EQUIPMENT AND MAKE ALL TESTS REQUIRED TO DEMONSTRATE THE INTEGRITY OF THE FINISHED INSTALLATION TO THE APPROVAL OF THE OWNER AND ALL AGENCIES HAVING JURISDICTION. B. PIPE TESTING ALL PIPING, BOTH GRAVITY AND PRESSURE PIPELINES AND CONCRETE EMBEDDED PIPES, SHALL BE SUBJECT TO ACCEPTANCE TESTS. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY UTILITIES, LABOR, AND FACILITIES FOR TESTING AND SHALL DISPOSE OF ALL WASTE, INCLUDING WATER. ALL PIPING, INCLUDING VALVES, FITTINGS, ETC. , SHALL BE PRESSURE TESTED PRIOR TO BACKFILL OR CONNECTION TO EQUIPMENT SUCH AS PUMPS. FOR BURIED PIPING, PERFORM TEST ON NO MORE THAN 300-FOOT SECTIONS , ON EXPOSED PIPE NO MORE THAN 100-FOOT SECTIONS. PIPE AND FITTINGS BURIED UNDER THE CONCRETE SLAB SHALL BE TESTED PRIOR TO CONCRETE PLACEMENT. PRIOR TO THE ACCEPTANCE OF THE WORK, ALL PRESSURE PIPELINES SHALL BE SUBJECTED TO A HYDROSTATIC PRESSURE TEST AT 100 POUNDS PER SQUARE INCH FOR 15 MINUTES. ANY LEAKS OR IMPERFECTIONS DEVELOPED UNDER SAID PRESSURE WILL BE REMEDIED BY THE CONTRACTOR BEFORE FINAL ACCEPTANCE OF THE WORK. NO AIR WILL BE ALLOWED IN THE LINES. THE MAINS SHALL BE TESTED BETWEEN VALVES INSOFAR AS POSSIBLE, NO CH. 15 - 13 I \ I CITY OF RENTON MECHANICAL FLUORIDATION SYSTEM SEPTEMBER, 1986 HYDROSTATIC PRESSURE SHALL BE PLACED AGAINST THE OPPOSITE SIDE OF THE VALVE BEING TESTED. TEST PRESSURE SHALL BE MAINTAINED WHILE THE ENTIRE INSTALLATION IS BEING INSPECTED. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY EQUIPMENT AND SHALL PERFORM ALL WORK CONNECTED WITH THE TEST. TESTS SHALL BE MADE AFTER ALL CONNECTIONS HAVE BEEN MADE. THIS IS TO INCLUDE ANY AND ALL CONNECTION SHOWN ON THE PLANS. INSOFAR AS IS PRACTICAL, TESTS WILL BE MADE WITH PIPE JOINTS , FITTINGS, AND VALVES EXPOSED FOR INSPECTION, FOR APPROVAL, PRESSURES SHALL NOT DROP MORE THAN 10 PSI IN 15 MINUTES. THE CONTRACTOR SHALL 1 - PERFORM THE TESTS TO INSURE THAT THE EQUIPMENT TO BE USED FOR THE TEST IS ADEQUATE AND IN GOOD OPERATING CONDITION AND THE AIR IN THE LINE HAS BEEN RELEASED BEFORE REQUESTING THE ENGINEER TO WITNESS THE TEST. THE ENGINEER SHALL WITNESS THE TEST; IF THE TEST DOES NOT PASS INSPECTION FOR ANY REASON, ADDITIONAL TRIPS REQUIRED TO WITNESS ANOTHER TEST SHALL BE DONE AT THE CONTRACTOR'S EXPENSE. C. DOMESTIC WATER TESTING REQUIREMENTS: TEST AND MAKE TIGHT AT 100 PSI WATER GAUGE. RETAIN FOR ONE HOUR; REPAIR ALL LEAKING JOINTS; THEN RETEST. UPON COMPLETION OF TESTING THOROUGHLY, FLUSH THE DOMESTIC WATER SYSTEM WITH CLEAN WATER. D. VALVES: TEST ALL VALVE BONNETS FOR TIGHTNESS. TEST OPERATE ALL , VALVES AT LEAST ONCE FROM CLOSED-TO-OPEN-TO-CLOSED POSITIONS WHILE VALVE IS UNDER PRESSURE. E. PLUMBING FIXTURES: TEST ALL PLUMBING FIXTURES FOR PROPER AND SMOOTH OPERATION WHEN IN USE. F. INSULATION: AFTER THE INSTALLATION OF THE PIPING INSULATION, THE SYSTEM SHALL BE VISUALLY INSPECTED FOR ANY PUNCTURES, BAD JOINTS OR DEFECTS OF ANY KIND. THESE DEFECTS SHALL BE PROMPTLY CORRECTED BEFORE THE WORK SHALL BE CONSIDERED COMPLETE. 15.10.0 CLEANING UP PRIOR TO ACCEPTANCE OF THE BUILDING, THOROUGHLY CLEAN ALL EXPOSED PORTIONS OF THE PLUMBING ITEM, AND BEING CAREFUL TO AVOID ALL DAMAGE TO FINISHED SURFACES. CH. 15 - 14 - I CITY OF RENTON ELECTRICAL FLUORIDATION SYSTEM SEPTEMBER, 1986 16.0 ELECTRICAL 16.0 GENERAL SCOPE MATERIAL AND EQUIPMENT DESCRIBED IN THE FOLLOWING SHALL BE USED ON THIS PROJECT. ITEMS NOT COVERED SHALL BE PURPOSE MADE FOR THEIR PARTICULAR APPLICATION. ALL WORK AND MATERIALS SHALL BE IN CONFORMANCE WITH THE N.E.C. LOCAL CONDITION THE CONTRACTOR SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THE WORK, AS WELL AS THE LOCAL CONDITION UNDER WHICH THE WORK IS TO BE PERFORMED. TO THE EXTENT POSSIBLE, HE SHALL ASCERTAIN ALL FACTORS WHICH WILL AFFECT HIS OPERATION AND SUCCESSFUL COMPLETION OF THE WORK WITHIN THE SPECIFIED TIME. PERMITS AND INSPECTIONS ALL PERMITS, LICENSES, FEES, INSPECTIONS, APPROVALS, AND OTHER ARRANGEMENTS NECESSARY TO PERFORM THE ELECTRICAL WORK SHALL BE OBTAINED BY THE CONTRACTOR. ALL COST OF SUCH ARRANGEMENTS SHALL BE INCLUDED IN THE BID. MINOR DEVIATIONS ELECTRICAL PLANS ARE DIAGRAMMATIC IN NATURE AND LOCATION OF DEVICES, ; FIXTURES, AND EQUIPMENT IS APPROXIMATE UNLESS DIMENSIONED. ON THE BASIS OF THIS, THE RIGHT IS RESERVED TO PROVIDE FOR MINOR ADJUSTMENTS AND DEVIATIONS FROM THE APPARENT LOCATIONS SHOWN ON THE DRAWING WITHOUT ANY. EXTRA COST, PROVIDING THIS IS DONE PRIOR TO ROUGH-IN. DEVIATIONS FROM THE PLANS AND/OR SPECIFICATIONS REQUIRED BY CODE SHALL ALSO BE DONE, SUBSEQUENT TO THE ENGINEER'S APPROVAL, WITHOUT ANY EXTRA COST TO THE OWNER. 16-1 CITY OF RENTON ELECTRICAL FLUORIDATION SYSTEM SEPTEMBER, 1986 TEMPORARY LIGHT AND POWER ADEQUATE SERVICES FOR TEMPORARY LIGHT AND POWER MUST BE PROVIDED. THE CONTRACTOR MUST VERIFY THE NEED IN TERMS OF CAPACITY AND CHARACTERISTICS (RATING, SINGLE, OR THREE-PHASE) AS REQUIRED FOR THE CONSTRUCTION, AND INCLUDE THE COST OF FURNISHING BOTH THE INSTALLATION AND THE POWER USAGE IN HIS BID. SHOP DRAWINGS THE CONTRACTOR SHALL SUBMIT FOR APPROVAL SHOP DRAWINGS, CATALOG CUTS, DIAGRAMMATIC DRAWINGS, AND ELEMENTARY CONTROL DIAGRAMS FOR EQUIPMENT AND FOR "SYSTEMS" AS THEY RELATE TO THIS PROJECT, SPECIFICALLY FOR THE FOLLOWING ITEMS AND IF REQUESTED BY THE ENGINEER, FOR ANY ADDITIONAL ITEM OR ITEMS DEEMED NECESSARY: 1. SERVICE ENTRANCE EQUIPMENT 2. SAFETY SWITCHES 3. LIGHTING FIXTURES 4. WIRING DEVICES 5. CONVENIENCE OUTLETS DISCONNECTS DISCONNECTS OF PROPER RATING SHALL BE PROVIDED IN ALL CASES WHERE SHOWN AND ADDITIONAL DISCONNECTS SHALL BE PROVIDED IF REQUIRED BY CODE. ENCLOSURES SHALL BE SUITABLE FOR THE ENVIRONMENT WHERE THEY ARE INSTALLED. OVER-CURRENT DEVICES OVERCURRENT DEVICES SHALL BE MOLDED CASE CIRCUIT BREAKERS AS SHOWN ON THE PLANS. DEVICES SHALL HAVE RATINGS AS SHOWN , EXCEPT WHERE CHANGES IN REQUIREMENT MAKES IT NECESSARY TO PROVIDE RATINGS BETTER SUITED FOR THE LOAD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING THE RATING OF ALL OVERLOAD ELEMENTS FOR PROPER SIZE. CONDUIT AND FITTINGS RIGID OR GALVANIZED CONDUIT SHALL BE USED THROUGHOUT, EXCEPT IN AREAS WHERE OTHER MATERIAL MAY BE USED AS INDICATED. 1. PVC SCHEDULE 40 CONDUIT MAY BE USED OUTSIDE IN CONTACT WITH EARTH, PROVIDING AN EXTRA GROUNDING CONDUCTOR OF PROPER SIZE IS ADDED. 2. EMT MAY BE USED INSIDE THE BUILDING ABOVE GRADE AND WHERE NOT SUBJECTED TO PHYSICAL DAMAGE AND CORROSIVE ATMOSPHERE. 16-2 CITY OF RENTON ELECTRICAL FLUORIDATION SYSTEM SEPTEMBER, 1986 3. RIGID GALVANIZED CONDUIT INSTALLED IN EARTH SHALL BE COATED WITH BITUMINOUS ASPHALT SUBSEQUENT TO ASSEMBLY. 4. ALUMINUM CONDUIT SHALL NOT BE USED ON THIS PROJECT. 5. USE THREADED FITTINGS FOR ALL RIGID AND INTERMEDIATE CONDUIT. USE THREADED DRIVE ON CONCRETE TIGHT FITTINGS FOR EMT. OUTLET AND JUNCTION BOXES USE CAST BOXES WITH THREADED HUBS FOR ALL RIGID AND. INTERMEDIATE CONDUIT. USE PRESSED STEEL BOXES FOR EMT. ALL BOXES SHALL BE OF PROPER SIZE TO ACCOMMODATE DEVICES, CONNECTORS, AND NUMBER OF WIRES PRESENT IN BOX. WIRE AND CABLES ONLY COPPER WIRES SHALL BE USED. NO. 8 AWG AND LARGER CONDUCTORS SHALL HAVE THW COVERING. NO. 10 AWG AND SMALLER SIZES SHALL HAVE THHN COVERING. USE NO LESS THAN NO. 12 WIRING FOR ANY CIRCUIT, EXCEPT THAT NO. 14 MAY BE USED FOR CONTROL WIRING. WIRING DEVICES SPECIFICATION GRADE DEVICES SHALL BE USED THROUGHOUT THE PROJECT. SPECIAL DEVICES SHALL BE FURNISHED WHERE THE EQUIPMENT REQUIRES OTHER THAN STANDARD DEVICES. GROUNDING SERVICE AND EQUIPMENT GROUNDING SHALL BE PER ARTICLE 250 OF THE NATIONAL ELECTRICAL CODE. THE CONTRACTOR SHALL VERIFY THAT A LOW RESISTANCE GROUND PATH IS PROVIDED FOR ALL CIRCUITS SO THAT AN ACCIDENTAL CONTACT TO GROUND OF ANY LIVE CONDUCTOR WILL INSTANTLY TRIP THE CIRCUIT. SERVICE ENTRANCE EQUIPMENT SERVICE ENTRANCE EQUIPMENT SHALL IN EVERY RESPECT AND AS A MINIMUM COMPLY WITH ARTICLE 230 OF THE NATIONAL ELECTRICAL CODE. IT SHALL, TO THE EXTENT POSSIBLE, BE A STANDARD DESIGN OF A NATIONALLY RECOGNIZED MANUFACTURER AND BE VERIFIED BY THE MANUFACTURER AS SUITABLE FOR SERVICE ENTRANCE EQUIPMENT. BRANCH CIRCUIT PANELBOARD THE BRANCH CIRCUIT PANELBOARD SHALL HAVE RATING, NUMBER, AND TYPES OF 1 DEVICES AS SHOWN ON THE PLANS. THE PANELBOARD SHALL BE OF CURRENT MANUFACTURE, SHALL BE U.L. APPROVED, AND SO LABELED. 16-3 - - I 1/ CITY OF RENTON ELECTRICAL / FLUORIDATION SYSTEM SEPTEMBER, 1986 / r DRY TYPE TRANSFORMER THE DRY TYPE TRANSFORMER SHALL BE A STANDARD CATALOGUED ITEM BY A NATIONALLY RECOGNIZED MANUFACTURER OF SUCH EQUIPMENT. ENCLOSURE, TERMINAL COMPARTMENT, PROTECTIVE PAINTING, ETC. SHALL BE COMPATIBLE WITH THE ENVIRONMENT IN WHICH IT IS LOCATED. RATINGS SHALL BE AS SHOWN ON THE PLANS. FURNISH UNIT WITH STANDARD TAPS. LIGHTING FIXTURES THE FIXTURES SHALL BE A STANDARD, CATALOGUED ITEM GENERAL DESCRIPTION AS CALLED FOR ON THE PLANS. ALL FIXTURES SHALL BE U .L. APPROVED AND SO LABELED. PROVIDE SUITABLE SUPPORTS AND MOUNTINGS. WEATHER PROTECTION SEAL EQUIPMENT OR COMPONENTS EXPOSED TO WEATHER AND MAKE WATERTIGHT AND INSECT-PROOF. PROTECT EQUIPMENT OUTLETS AND CONDUIT OPENINGS WITH TEMPORARY PLUGS OR CAPS AT ALL TIMES THAT WORK IS NOT IN PROGRESS. IDENTIFICATION OF EQUIPMENT PROVIDE A NAME TAG FOR EACH PIECE OF EQUIPMENT AND FOR EACH CIRCUIT AND/OR CONTROL DEVICE ASSOCIATED WITH THE EQUIPMENT. NAME PLATES SHALL BE PHENOLIC ENGRAVED AND SHALL CLEARLY IDENTIFY THE ASSOCIATED COMPONENT. COLOR SHALL BE BLACK BACKGROUND WITH WHITE LETTERS. TAGS SHALL BE SECURELY ATTACHED. ACCESS TO EQUIPMENT LOCATE SWITCHES, PULLBOXES, AND SIMILAR ITEMS TO PROVIDE BEST POSSIBLE ACCESS FOR OPERATION, MAINTENANCE, AND REPAIR. GENERAL WORKMANSHIP INSTALLATION OF THE VARIOUS COMPONENTS OF THE ELECTRICAL WORK SHALL BE PERFORMED BY CRAFTSMEN EXPERIENCED IN COMMERCIAL AND INDUSTRIAL ELECTRICAL INSTALLATIONS. CRAFTSMANSHIP AND METHODS OF INSTALLATION SHALL BE IN CONFORMITY WITH NECA "STANDARDS OF INSTALLATIONS" , WHICH IS HEREBY MADE PART OF THESE SPECIFICATIONS. CUTTING, PATCHING, AND PIERCING 1. OBTAIN WRITTEN PERMISSION OF THE ENGINEER BEFORE CUTTING OR PIERCING STRUCTURAL MEMBERS. 2. USE CRAFTSMEN SKILLED IN THEIR RESPECTIVE TRADES FOR CUTTING, FITTING, REPAIRING, PATCHING OF PLASTER, AND FINISHING OF 16-4 FP CITY OF RENTON ELECTRICAL FLUORIDATION SYSTEM SEPTEMBER, 1986 MATERIALS, INCLUDING CARPENTRY WORK, METAL WORK, OR CONCRETE WORK REQUIRED FOR THIS WORK. DO NOT WEAKEN STRUCTURAL MEMBERS WITH CUTTING. HOLES REQUIRED TO BE CUT IN FLOORS MUST BE DRILLED WITHOUT EXCESSIVE BREAKING OUT AROUND THE HOLES. 3. USE CARE IN PIERCING AND WATERPROOFING. AFTER PIERCING AND, THE WATERPROOFING HAS BEEN SET IN PLACE , SEAL OPENING, AND MAKE ABSOLUTELY WATERTIGHT. 4. SLEEVES THROUGH FLOORS AND WALLS TO BE STEEL PIPE, FLUSH WITH WALLS, CEILINGS, OR FINISHED FLOORS, SIZED TO ACCOMMODATE THE RACEWAY. PROTECTIVE FINISHES 1. PREPARE ALL EXPOSED FITTINGS, BOXES, SUPPORTS, PANELBOARDS, ETC. , FOR PAINTING BY REMOVING ALL OIL, GREASE, AND DIRT. 2. TAKE CARE NOT TO SCRATCH OR DEFACE FACTORY FINISH ON ELECTRICAL APPARATUS AND DEVICES. 3. PROVIDE HOT-DIP GALVANIZED COMPONENTS FOR FERROUS MATERIALS EXPOSED TO THE WEATHER. 4. EXPOSED CONDUIT INSTALLED SUBSEQUENT TO ROOM FINISH SHALL BE PAINTED TO MATCH. 5. PROVIDE BITUMINOUS ASPHALTIC COATING FOR ALL FERROUS CONDUIT INSTALLED DIRECTLY IN EARTH. APPLY TWO (2) COATS AFTER COMPLETELY ASSEMBLED. 6. CONDUIT WITH FACTORY-APPLIED PROTECTIVE COATING MAY BE CONSIDERED IN LIEU OF ASPHALT, PROVIDING SUITABLE TOUCH-UP MATERIALS ARE USED FOR FINAL SEALING OF COUPLINGS AND INJURIES TO THE FACTORY-APPLIED COAT. TESTING 1. TEST ALL CIRCUITS FOR CONTINUITY, FREEDOM FROM GROUND, AND PROPER OPERATION DURING PROGRESS OF WORK. 2. TEST ALL SYSTEMS AS THEY ARE COMPLETED AS PER REQUIREMENTS. 3. CONDUCT SPECIAL TESTS AS REQUIRED FOR SERVICE AND/OR SYSTEM GROUND. 4. TEST PUMP MOTOR TO VERIFY THAT AN OVERLOAD CONDITION DOES NOT EXIST. CLEAN-UP AND COMMISSIONING 1. THROUGHOUT THE WORK, THE CONTRACTOR SHALL KEEP THE WORK AREA REASONABLY NEAT AND ORDERLY BY PERIODIC CLEAN-UPS AS REQUIRED. 16-5 CITY OF RENTON ELECTRICAL FLUORIDATION SYSTEM SEPTEMBER, 1986 2. AS PART OF THE INSTALLATION BECOMES READY FOR USE, THE SEGMENTS SHALL BE COMMISSIONED AND " USED FOR CONVENIENCE DURING CONSTRUCTION. FINAL TEST 1. FINAL TEST SHALL BE CONDUCTED IN THE PRESENCE OF THE OWNER AND/OR HIS AUTHORIZED REPRESENTATIVE. 2. PRIOR TO THE TEST, THE CONTRACTOR SHALL HAVE SATISFIED HIMSELF THAT THE PROJECT AREA IS PROPERLY CLEANED UP, ALL PATCHING AND PAINTING DEEMED NECESSARY PROPERLY DONE, AND ALL SYSTEMS, EQUIPMENT, AND CONTROLS ARE FUNCTIONING AS INTENDED. 3. THE CONTRACTOR SHALL RUN ALL TESTS AND FURNISH ALL TESTING INSTRUMENTS REQUIRED TO DEMONSTRATE SATISFACTORY OPERATION OF SYSTEMS, EQUIPMENT, AND CONTROLS. CORRECTIONS 1. AFTER THE CONCLUSION OF THE FINAL TEST, THE CONTRACTOR WILL RECEIVE A WRITTEN NOTICE REQUIRING REPLACEMENT, ADJUSTMENT, OR REPAIR OF SYSTEMS, EQUIPMENT, AND CONTROLS WHICH DO NOT MEET THE SPECIFIED REQUIREMENTS. 2. INSPECTION AND RETESTING AS NECESSARY WILL BE REQUIRED SUBSEQUENT TO THE CONTRACTOR'S NOTIFICATION THAT THE REQUESTED CORRECTIONS HAVE BEEN MADE. WARRANTY 1. UNLESS OTHERWISE STATED, THE WARRANTY STARTS ON THE DATE WRITTEN NOTICE IS GIVEN THAT THE PROJECT IS COMPLETE AND ALL REQUIRED CORRECTIONS HAVE BEEN MADE. 16-6 is / CITY OF RENTON MEASUREMENT AND PAYMENT FLUORIDATION SYSTEM SEPTEMBER, 1986 18.0 MEASUREMENT AND PAYMENT 18.0 GENERAL IT IS THE INTENTION OF THESE SPECIFICATIONS THAT THE PERFORMANCE OF ALL WORK UNDER THE BID ITEM FOR EACH ITEM SHALL RESULT IN A COMPLETE CONSTRUCTION, IN PROPER OPERATING CONDITION, OF THE IMPROVEMENTS IDENTIFIED IN THESE WRITTEN SPECIFICATIONS AND ACCOMPANYING CONTRACT DOCUMENTS. WORK AND MATERIAL NOT SPECIFICALLY LISTED IN THE PROPOSAL, BUT REQUIRED ACCORDING TO THE CONTRACT PLANS AND SPECIFICATIONS IN GENERAL PRACTICE, SHALL BE INCLUDED IN THE CONTRACTOR'S BID PRICE. 18.1 BID ITEM NOS. 1, 9, 15 -- MOBILIZATION, DEMOBILIZATION, SITE PREPARATION AND CLEAN-UP THE LUMP SUM PRICE SHALL COVER THE COMPLETE COST OF FURNISHING, INSTALLING AND TESTING, COMPLETE AND IN-PLACE, ALL WORK AND MATERIALS NECESSARY TO MOVE AND ORGANIZE EQUIPMENT AND PERSONNEL ONTO THE JOB SITE; PROVIDE AND MAINTAIN NECESSARY SUPPORT FACILITIES; OBTAIN ALL NECESSARY PERMITS AND LICENSES; PREPARE THE SITE FOR CONSTRUCTION OPERATIONS; MAINTAIN THE SITE AND SURROUNDING AREAS DURING CONSTRUCTION; MOVE ALL PERSONNEL AND EQUIPMENT OFF THE SITE AFTER CONTRACT COMPLETION; AND CLEAN UP THE SITE PRIOR TO FINAL ACCEPTANCE. PAYMENT SHALL BE LUMP SUM. 18.2 BID ITEM NO. 2 -- FLUORIDATION BUILDING SITEWORK THE LUMP SUM PRICE SHOWN SHALL COVER THE COMPLETE COST OF PROVIDING ALL SITE WORK RELATING TO CONSTRUCTION OF THE FLUORIDATION BUILDING AND RELATED IMPROVEMENTS AS SHOWN ON THE CONTRACT PLANS AND SPECIFIED HEREIN. THE WORK INCLUDES, BUT IS NOT LIMITED TO: INSTALLATION OF DOMESTIC WATER SERVICE; INSTALLATION OF STORM DRAIN SYSTEM, INCLUDING INTERCEPTING OF EXISTING ROOF DRAINS FROM WELL NO. 8. FLUORIDE SOLUTION LINE PIPING TO WELL NOS. 8 AND 9, ALL CONCRETE AND ASPHALT PAVING; SIDEWALKS; ACCESS GATE; AND LANDSCAPING. PAYMENT SHALL BE LUMP SUM. CH. 18 - 1 CITY OF RENTON MEASUREMENT AND PAYMENT FLUORIDATION SYSTEM SEPTEMBER, 1986 18.3 BID ITEM NO. 3 -- 12-INCH DIAMETER STORM SEWER RELOCATION THE LUMP SUM PRICE SHOWN SHALL COVER THE COMPLETE COST OF FURNISHING THE 12-INCH REINFORCED CONCRETE PIPE STORM SEWER, IN PLACE, AS SHOWN ON THE PLANS AND SPECIFIED HEREIN; INCLUDING TRENCH EXCAVATION, BACKFILL AND COMPACTION, PIPE IN PLACE, FOUNDATION PREPARATION, FITTINGS, TEMPORARY ASSEMBLIES FOR FLUSHING, PRESSURE TESTING OF THE PIPE, SHEETING, BRACING, DEWATERING, TEMPORARY EROSION AND SEDIMENT CONTROL, FINISH GRADING, AND RESTORATION OF ALL IMPROVEMENTS. PAYMENT SHALL BE LUMP SUM. 18.4 BID ITEM NO. 4 -- 8"SANITARY SIDE SEWER INSTALLATION THE LUMP SUM PRICE SHALL COVER THE COMPLETE COST OF FURNISHING AND INSTALLING, COMPLETE AND IN PLACE, ALL WORK AND MATERIALS NECESSARY FOR THE INSTALLATION OF THE SANITARY SEWER EXTENSION FROM THE METRO 42-INCH DIAMETER SANITARY SEWER TO THE FLUORIDATION BUILDING INCLUDING INTERCEPTING OF EXISTING FLOOR AND ROOF DRAINS IN WELL NO. 8 AND CONNECTION TO METRO SEWER. THE LUMP SUM PRICE SHALL INCLUDE TRENCHING, EXCAVATION, REMOVAL OF UNSUITABLE MATERIALS, SELECT BEDDING, BACKFILL, MANHOLES, FITTINGS, PIPE TEES, Y'S, PLUGS AND CLEANOUTS; AND ALL OTHER MATERIALS NECESSARY FOR A COMPLETE INSTALLATION. PAYMENT SHALL BE LUMP SUM. 18.5 BID ITEM NO. 5 -- FLUORIDATION BUILDING THE LUMP SUM PRICE SHOWN SHALL COVER THE COMPLETE COST OF ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY TO CONSTRUCT AND EQUIPPED THE FLUORIDATION BUILDING COMPLETE AS SHOWN ON THE PLANS AND DETAILED IN TECHNICAL SPECIFICATIONS; INCLUDING: SLAB, WALLS, FOOTING, ROOF, WATERPROOFING, COATING, INSULATION, BUILDING MECHANICAL EQUIPMENT (EXCLUDING FLUORIDATION EQUIPMENT) , PLUMBING FIXTURES, WORK BENCH, GRATING, CABINETS, DOORS, ATTIC VENTS AND SKYLIGHTS. PAYMENT SHALL BE LUMP SUM. 18.6 BID ITEM NO. 6 -- FLUORIDATION EQUIPMENT, FLUORIDATION BUILDING THE LUMP SUM PRICE SHOWN SHALL COVER THE COMPLETE COST OF ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY TO CONSTRUCT AND PLACE IN OPERATION THE FLUORIDATION TREATMENT SYSTEM AS SHOWN ON THE PLANS AND DETAILED IN TECHNICAL SPECIFICATIONS, INCLUDING: SATURATORS, DAY TANK, FLUORIDE PUMPS, WATER SOFTENER, PLUMBING, METERS, VALVES, INJECTOR ASSEMBLY, EMERGENCY BREATHING EQUIPMENT, AND PROTECTIVE CLOTHING. LUMP SUM PRICE SHALL INCLUDE: INSTALLATION OF ALL MATERIALS, INCLUDING STARTUP. PAYMENT SHALL BE LUMP SUM. CH. 18 - 2 - i CITY OF RENTON MEASUREMENT AND PAYMENT FLUORIDATION SYSTEM SEPTEMBER, 1986 18.7 BID ITEM NOS. 7 AND 13 -- FLUORIDE BAG FEEDER AND DUST COLLECTOR �__ THE LUMP SUM PRICE SHOWN SHALL COVER THE COMPLETE COST OF ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY TO CONSTRUCT AND PLACE IN OPERATION FLUORIDE BAG FEEDER AND DUST COLLECTOR AS SHOWN ON THE PLANS AND DETAILED IN THE TECHNICAL SPECIFICATIONS, INCLUDING TRACK, VACUUM LINES, AND DUST COLLECTOR. LUMP SUM PRICE SHALL INCLUDE: INSTALLATION OF AL MATERIALS, INCLUDING STARTUP. PAYMENT SHALL BE LUMP SUM. 18.8 BID ITEM NOS. 8, 14, 17 -- ELECTRICAL THE LUMP SUM PRICE SHOWN SHALL COVER THE COMPLETE COST OF PROVIDING ALL ELECTRICAL WORK AS SHOWN ON THE CONTRACT PLANS AND DETAILED IN TECHNICAL SPECIFICATIONS. PAYMENT SHALL BE LUMP SUM. 18.9 BID ITEM NO. 10 -- SPRINGBROOK SPRINGS SITEWORK THE LUMP SUM PRICE SHOWN SHALL COVER THE COMPLETE COST OF PROVIDING ALL SITE WORK RELATING TO CONSTRUCTION OF THE SPRINGBROOK SPRINGS BUILDING ADDITIONS AND RELATED IMPROVEMENTS AS SHOWN ON THE CONTRACT PLANS AND SPECIFIED HEREIN. THE WORK INCLUDES, BUT IS NOT LIMITED TO: ALL CONCRETE AND ASPHALT PAVING; SIDEWALKS; AND LANDSCAPING. PAYMENT SHALL BE LUMP SUM. 18.10 BID ITEM NO. 11 -- SPRINGBROOK SPRINGS BUILDING ADDITIONS THE LUMP SUM PRICE SHOWN SHALL COVER THE COMPLETE COST OF ALL LABOR , MATERIALS AND EQUIPMENT NECESSARY TO CONSTRUCT THE FLUORIDATION AND CHLORINATION BUILDING ADDITIONS COMPLETE AS SHOWN ON THE PLANS AND DETAILED IN TECHNICAL SPECIFICATIONS; INCLUDING: SLAB, WALLS, FOOTING, ROOF, WATERPROOFING, COATING, BUILDING, MECHANICAL EQUIPMENT (EXCLUDING FLUORIDATION EQUIPMENT) , WORK BENCH, GRATING, INSULATION, CABINETS, DOORS, AND ATTIC VENTS. PAYMENT SHALL BE LUMP SUM. 18.11 BID ITEM NO. 12 -- FLUORIDATION EQUIPMENT, SPRINGBROOK SPRINGS THE LUMP SUM PRICE SHOWN SHALL COVER THE COMPLETE COST OF ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY TO CONSTRUCT AND PLACE IN OPERATION THE FLUORIDATION TREATMENT SYSTEM AS SHOWN ON THE PLANS AND DETAILED IN TECHNICAL SPECIFICATIONS, INCLUDING: SATURATORS, DAY TANK, FLUORIDE PUMPS, WATER SOFTENER, PLUMBING, METERS, VALVES, INJECTOR, ASSEMBLY, EMERGENCY BREATHING EQUIPMENT, AND PROTECTIVE CLOTHING. LUMP SUM PRICE SHALL INCLUDE: INSTALLATION OF ALL MATERIALS, INCLUDING STARTUP. PAYMENT SHALL BE LUMP SUM. CH. 18 - 3 CITY OF RENTON MEASUREMENT AND PAYMENT FLUORIDATION SYSTEM SEPTEMBER, 1986 I ' 18.12 BID ITEM NO. 16 -- FLUORIDATION EQUIPMENT, WELL NOS. 1, 2 THE LUMP SUM PRICE SHOWN SHALL COVER THE COMPLETE COST OF ALL LABOR , MATERIALS AND EQUIPMENT NECESSARY TO CONSTRUCT AND PLACE IN OPERATION THE FLUORIDATION TREATMENT SYSTEM AS SHOWN ON THE PLANS AND DETAILED IN TECHNICAL SPECIFICATIONS, INCLUDING: SATURATORS, DAY TANK, FLUORIDE PUMPS, WATER SOFTENER, PLUMBING, METERS, VALVES, INJECTOR ASSEMBLY, EMERGENCY BREATHING EQUIPMENT, AND PROTECTIVE CLOTHING. INSTALLATION OF FLUORIDE INJECTION LINES TO WELL NOS. 1 AND 2. LUMP SUM PRICE SHALL INCLUDE: INSTALLATION OF ALL MATERIALS, INCLUDING STARTUP. PAYMENT SHALL BE LUMP SUM. 1 18.13 FURNISH FUTURE WELL NO.3 FLUORIDATION EQUIPMENT THE LUMP SUM PRICE SHALL COVER THE COMPLETE COST TO PROVIDE THE SPECIFIED EQUIPMENT FOR FUTURE WELL NO. 3. THE PRICE SHOWN SHALL COVER ALL COSTS FOR DELIVERY OF THE ITEMS TO THE CITY SHOPS. PAYMENT SHALL BE LUMP SUM. � I CH. 18 - 4 STANDARD DRAWINGS Final Joint must I be saw-cut Saw-Cut or line drill 2" min. Asphalt Existing Asphalt underlyinc. concrete Concrete Concrete - - - _ t i _ _ _ _ _ _ Existing----- ,y 1 . 6„ 1 : iL ',; :,: {rq�;�.��j -6" min Cement Concrete Cement Concrete {, _ ^ l.�•_, ..ie • r4 Crushed Conc. shall be Cl . B (3/4) - �/ 6 min. Top Courserfacing 3-Day Mix Air Entrained [ Portland Cem. Conc. Con- Compacted Select Trench forming to Sect. 6-02. 3. Backfill EXISTING ASPHALT CONCRETE OVER CEMENT CONCRETE • Final Joint Asphalt Concrete (3" min. ) replacement patch to be must be saw-cut _ 1" thicker than previously _ __ _ _ existed. Existing Asphalt / 6 Min. Crushed Surfacing Concrete 6" Top Course 1 : - r.--Compacted Select Trench ' Backfill EXISTING ASPHALT CONCRETE OVER PREPARED GRADE Final Joint must 1—Cement Concrete (8" Min. ) Replace- be saw-cut ment patch to be 1" thicker than previously existed. Existing Cement ' Concrete Pavement 6„ ��6" Min. Crushed Surfacing 1_ Top Course Conc. shall be Cl . B (3/4) - Compacted Select Trench j 3-Day Mix Air Entrained �- Backfill Portland Cem. Conc. Conforming - ; to Sect. 6-02. 3. EXISTING CEMENT CONCRETE OVER PREPARED GRADE 1. See Sections 7-18 and 2-09 for Patching and Backfilling Specifications. ! 2. All trenches in roadway areas shall be backfilled and patched with temporary asphalt at the end of each work day, unless permission is granted to do otherwise by the City Engineer and City Traffic Engineer. _ ;'3. All temporary patches on trenches shall be permanently patched within 2 weeks of completion of work within the roadway area. 4. Saw cuts on concrete pavements shall be made no more than one-half the depth of the existing slab. PAVEMENT PATCHING DETAILS ii-85 c l' It OF FtENTrolm �Y PROJECT NO. W-851 o� � IR . ti�i WATER. + A,,,, .... NT® RH2 ENGINEERING , P.S. SEPTEMBER, 1 986 e ., . LOCATION MAP CONTACT PERSONNEL INDEX TO SHEET -!�� Fes, J� ,�► AGENCY NAME PHONE 0. COVER SHEET AND INDEX TO DRAWINGS J.�mI FV 0041,4 I --t'raCt"(t� CITY OF RENTON RON OLSEN 2g5-2631 1. GENERAL INFORMATION ' � i _�1 M! �� . y 2. FLUORIDATION BUILDING SITE PLAN T P lip:F!O RH2 ENGINEERING RANDY ASPLUND 827-6400 c ��► pis' II lu ■ �;: �k[f���- �'� � 3. ROOF AND MECHANICAL PLAN 1�q ' i tOvk,� E? MARK SEMRAU 453-0241 4. BUILDING ELEVATIONS AND DETAILS �ggK`_ 17y.'� RENTON POLICE DEPT. 344-4080 lees l0 fig° ..�$(r�5 RENTON FIRE DEPT. 235�g 5. BUILDING SECTIONS PROJECT LOCATIONS Milli,'I' t RENTON FIRSTAID 6. RESTROOM FACILITIES,DOOR AND PIPING DETAILS ,. �1��ww� � GI PUGET POWER 911 �`, r' 885-9199 7. BUILDING AND BAG FEEDER DETAILS PACIFIC N.W.BELL 72 8. PIPING ISOMETRIC-FLUORIDATION BUILDING hp `� "r7 `-r 1 \ __, 9. VALVE BOARD DETAILS-FLUORIDATION BUILDING =,- * 1 at e ti ��^,i F 10. FLUORIDATION BUILDING-ELECTRICAL PLAN C ; ""��'i'" 11. SITE PLAN AND MECHANICAL PLAN- /to tiri SPRINGBROOK SPRINGS RENTON I` v 4 II i &IL y .a. 12. SPRINGBROOK SPRINGS STRUCTURAL DETAILS i I' " 1 13. PIPING ISOMETRIC-SPRINGBROOK SPRINGS I —1 :-J: =mir 14. VALVE BOARD DETAILS-SPRINGBROOKSPRINGS F Elam 15. ELECTRICAL PLAN-SPRINGBROOK SPRINGS Zira L_Xl. l 16. MECHANICAL PLAN-WELL NOS.1&2-TEMPORARY Itill 17. PROCESS SCHEMATIC AND P.&LD. l l �Et-1:F• ..'+ ';, 18. DAY TANK AND SATURATOR DETAILS 11 ; '°c=`� '' 19. SANITARY SEWER PLAN AND PROFILE 1 twit EYE f An= ,.- `Fr,/,:•ai', GENERAL STRUCTURAL NOTES , (THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE PLANS) 1.ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF THE DRAWINGS, SPECIFICATIONS AND THE UNIFORM BUILDING CODE,LATEST EDITION. _ _ _-._ - - - 2.INSPECTION:CONCRETE CONSTRUCTION AND STRUCTURAL STEEL ERECTION SHALL BE SUPERVISED _ _-IN ACCORDANCE WITH SECTION 305 OF THE RENTON BUILDING CODE AND THE PROJECT SPECIFICA- __ 1 'IONS BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE STRUCTURAL ENGINEER,AND RENTON WITH ._ - --- - BUILDING DEPARTMENT SHALL BE FURNISHED COPIES OF ALL TEST RESULTS. _ __ --- - 3.SHOP DRAWINGS FOR REINFORCING STEEL AND STRUCTURAL STEEL SHALL BE SUBMITTED TO THE _____- - ---'- ENGINEER FOR REVIEW PRIOR TO FABRICATION OF THESE ITEMS - _-- -- -- -- 4:CONCRETE SHALL ATTAIN A 28-DAY STRENGTH OF f'c=3,000 PSI AND MIX SHALL CONTAIN NOT LESS ___ - - THAN 8 SACKS OF CEMENT PER CUBIC YARD NOR MORE THAN 6 GALLONS OF WATER PER SACK OF -- - - CEMENT. - THE MINIMUM AMOUNTS OF CEMENT AND MAXIMUM AMOUNTS OF WATER MAY BE CHANGED IF A CONCRETE DESIGN MIX IS SUBMIfTEDTOTHE STRUCTURAL ENGINEER AND THE BUILDING DEPARTMENT _ FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY CONCRETE.THE CONCRETE DESIGN MIX SHALL• _ - - INCLUDE THE AMOUNTS OF CEMENT,FINE AND COARSE AGGREGATE,WATER AND ADMIXTURES AS _ - - WELL AS THE WATER-CEMENT RATIO,SLUMP,CONCRETE YIELD AND SUBSTANTIATING STRENGTH 1~1 DATA IN ACCORDANCE WITH U.B.C.2604(C).THE USE OF A DESIGN MIX REQUIRES BATCH PLANT INSPEC- TION. - - - --- - l ALL CONCRETE EXPOSED TO WEATHER SHALL BE AIR-ENTRAINING AGENT CONFORMING TO U.B.C. ' _ STANDARD 26-9.THE AMOUNT SHALL BE 4%-1%BY VOLUME. 5.REINFORCING STEEL SHALL CONFORM TO ASTM A81S-81A,GRADE 60,fy=60,000 PSI EXCEPTIONS:COLUMN TIES,BEAMS STIRRUPS,BARS TO BE FIELD BENT,BARS TO BE WELDED AND ANY OTHER BARS SPECIFICALLY SO NOTED ON THE DRAWINGS SHALL BE GRADED40,fy=40,000 PSI. 6.REINFORCING STEEL SHALL BE DETAILED(INCLUDING HOOKS AND BENDS)IN ACCORDANCE WITH ACI 315-74 AND 318-83.LAP ALL CONTINUOUS REINFORCEMENT 30 BAR DIAMETERS OR 2 0'MINIMUM. PROVIDE CORNER BARS AT ALL WALL INTERSECTIONS.LAP CORNER BARS 30 BAR DIAMETERS OR .. 2'.0'MINIMUM.LAP ADJACENT MATS OF WELDED WIRE FABRIC ONE FULL WIRE-SPACING AT SIDES AND ENDS. 7,NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFI- CALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. 8.CONCRETE PROTECTION(COVER)FOR REINFORCING STEEL SHALL BE AS FOLLOWS: WATER CHEMICAL METERING FLUORIDATION FOOTINGS AND OTHER UNFORMED SURFACES,EARTH FACE 3' SUPPLY HANDLING PUMPS EQUIPMENT -- FORMED SURFACES EXPOSED TO EARTH(LE.WALLS BELOW GROUND)OR WEATHER(#6 BARS OR LARGER).._ 2' (#5 BARS OR SMALLER)_.._...._.__..........__........_. ...._._...1-1 h' .. SLABS AND WALLS(INTERIOR FACE)._.._.._........__.._......_......_...._.._.__.._........_..._._..._ _._�._�".%' 9.ARCHITECTURAL BRICK WALLS SHALL BE CONSTRUCTED CONFORMING TO ASTM C90 71,SHALL BE ' LAID UP IN RUNNING BOND USING TYPE"S"MORTAR,AND SHALL BE REINFORCED AND ANCHORED AS SHOWN ON THE DRAWINGS.WHERE SPECIFIC REINFORCEMENT IS NOT SHOWN,PROVIDE#5 @ 48'O.C. VERTICAL AND JOINT REINFORCING('A.ROUND MAIN WIRE)IN ALTERNATE COURSES.PROVIDE 8' Z BOND BEAMS WITH 1-#5 TOP AND BOTTOM CONTINUOUS OVER ALL OPENINGS AND AT TOPS OF D:0 y WALLS.EXTEND BARS 2'-0'MINIMUM BEYOND EDGE OF OPENINGS.ADD 1-#5 VERTICAL EACH SIDE OF W jr. Z J cc y OPENINGS,AT WALL CORNERS AND INTERSECTIONS AND AT FREE ENDS OF WALLS.DESIGN f'm= M Z Q 0 0 1,350 PSI.ALL VERTICAL BARS AND OTHER EMBEDDED ITEMS SHALL BE GROUTED SOLID IN CELLS. O. WF 2 > f Q 0 ~ z GROUT USED FOR FILLING CELLS AND BOND BEAMS SHALL CONFORM TO U.B.C.REQUIREMENTS AND 0LL W 2 J 0 O Q Q > SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI .. 0 Z I- 7 a. W UI Q: J I- F 10.NON-SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE MIXED - W y 0 W p y 7 Z 00 W co S a I- > > U AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. Q U W W O 0 In Q 0: S 2 0 2 Q cc Q Q y 11.STRUCTURAL STEEL DESIGN,FABRICATION AND ERECTION SHALL BE BASED ON THE AISC"SPECIFI- S- L7 Q ?� y Q U. Q. 0 7 U.7 U) W 0 O.Y CATIONS FOR THE DESIGN,AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS",LATEST EDITION, Li Z W 0 U.CO 0 Z J U. 0 O. U. I U. Q Z PLUS ALL REFERENCED CODES. 3 D: Q Z J 0 W Z O W 0 C7 y0 0 ? O 0< 12 METAL FLOOR AND ROOF DECKING-PROVIDE SIZE,TYPE,GAUGE AND ATTACMENT TO THE SUPPORT- 0 0 0 R U. D:O 0 ~Z 2 Z F Z 2 W 2 C F ING STRUCTURE AS SHOWN ON THE PLANS. U.> x CO R W E E- J Z W¢ (j 2 W 0 W Q> `- ALL WELDIND SHALL 13.ALL WELDING SHALL BEfFORM TO THE IN CONFORMANCE REQUIREMENTS AISC AND AWS STANDARDS AND ALL BE PER- x CO Z F-. ..0 CC Z cc 2 CO I- a 1- 2 5 CO 5 W 0 Q W < 7 J 7 W W 7 W Q W 7 W 7 N IL FORMED BY WABO CERTIFIED WELDERS USING E70XX ELECTRODES.WELDS,UNLESS OTHERWISE 2 d) 0 3 Z U. 0 >O. z 2 0 2 Z co Z co 0 NOTED,SHALL BE'Ad'CONTINUOUS FILLET WELDS.ITEMS NOTED"FIELD WELD"WITHOUT SPECIFIC INSTRUCTIONS SHALL BE WELDED TO PROVIDE THE EQUIVALENT OF A'/."'X 1-W FILLET.WELDING - OF REINFORCING BARS(IF REQUIRED'SHALL BE PERFORMED USING,LOW HYDROGEN ELECTRODES. 15.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED SAFlZYPRECAUTIONS AND THE METHODS, VACUUM 2 WELL8 - TECHNIQUES,SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK FLUORIDATION HOOD ON-LINE 11.6 GPH 16.CONTRACTOR-INTIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE STRUCTURAL ENGINEER 1.8 1 1 400 4 mos. 3 3.5 DAYS 2 24"X 36"X 36" __ FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION.CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT BUILDING • WALL 1 WELL 9 270 GAL i 17.DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION.WHERE CONDITIONS ARE VENT STANDBY 4.0 GPH NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN,SIMILAR DE- TAILS OF CONSTRUCTION SHALL BE USED,SUBJECT TO REVIEW AND APPROVAL BY THE STRUCTURAL • VACUUM 1 VARIABLE ENGINEER. SPRINGBROOK 0.6 1 1 20 4wks. HOOD ON-LINE 1 4DAYS • 1 24"X30"X36" 18.ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPUER DURING MANUFACTURING,DELIVERY,HANDLING,STORAGE, SPRINGS WALL 1 0 TO 4.6 105 GAL AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPUER. VENT STANDBY GPH 19.FOOTINGS SHALL BEAR ON COMPACTED STRUCTURAL FILL AT LEAST 18'BELOW LOWEST ADJACENT FINISHED GRADE RESPIRATOR 2 WELL 1 20.DESIGN CRITERIAWELL NOS. ON-LINE 6.7GPH ROOF W LO E LOAD....-. 25 PSF 1.8 1 1 20 2 wks. 3 3.5 DAYS 2 24"X 36"X 36" WIND_"_.....__..._..��...._.._.........................._.._._ 25PSF 1 AND 2 RUBBER 1 WELL2 270 GAL EARTHQUAKE_.._ ........_...._..........ZONE 3,K=1.33 ' ALLOWABLE SOIL PRESSURE__......_....._-....__.._-.-.--_--2,000PSF(ON COMPACTED STRUCTURAL FILL) GLOVES STANDBY 10.0 GPH r�� � CITY OF RENTON f e �"" 3 - WATER PROJECT NO.W-851-FLUORIDATION "a [ •rye-' ,410MARKETST. _ GENERAL INFORMATION 90 ..� u ( ).JJIyNP!!� P.O.BOX 1180 - i KIRKLAND.WASH.98033 DRN, ENOR. APPROVED SCALE DATE SHEET i g In Englineerkig m • (206)877-6400 NO. REVISIONS BY APPR, DATE KO MLS RHH NTS SEPT 15,1986 1 OF 18 NOTES: :::::.:.::.. :::::: .,., . .::..::.:.:....: .;. .: p ::::1:::.:.:..:. ::?::::::::: :....... .... .:....:. 1. LANDSCAP..ING-ANO SOD RESTORATION BY OTHERS. ������ �� ��`�� �'�� ���� 2. SEE SP.ECIFICA°HOFtS�;EOR WELL FIELD PROTECTION REQUIREMENTS. ��I�i���:�:�°:�°i"'� EXIST. 8" STOR -.....:,.'r....:....':—,1 .:;::%:'.`...:P:::::::::r:-" 3. CON7RJ!�:'R1.R`':fAAY:ENGQUNTER ABANDONED BUILDING FOUNDATIONS '"��" ���� � � �� ������ M SEWER .;.� ..;:r;`.:::.:.:. ..:.�. MOVE AS NECESSARY TO ACCOMPLISH '��- T� � ��'����� �' "'``" `EXIST. 12" STORM SEWER TO BE ABANDONED/ •• . .................... ••••• ...... ..;�.:..�;:-;�.. • :.r:,:;.::::•.:r .::.. WDR OWN.'`,. ":€':`.'.;::'.. OP N X \CP\ >1:;';i,: ;;;. :€'I`: :f €ii:i':[.I:€" CATCH BASIN TO BE ABANDONED :;; : ::e,:':::: '::'::::.::::: `; i' .. .. AREA G SEE FlLL WI fH GRAVEL PARKIN PULL BOX (TYP46000. :;;;r• ( NOT DISTURB) ink :.. EXIST. FEN • y..,• :.. -- DO TURB C �'4::::......... TEMPORARY CONSTRUCTION'°KIHCING— .;......:.::.::::. REMOVE AT COMPLETION OF • -- TELEMETRY VIEF. • CONSTRUCTION SE M r R O• I R Z .- ' 5 ��_ ''i:ii:t .:... • _ p0`NE • �� '��PRDVl0E�:400 LF OF �:. ....,... .. ./�`3�%'12....„--- ?�\5NRB� •P•- R i::�:i:r:ir:.:ra. NEW POWER SUPPI,Y::r`; `:;.;:��:';:.i:::,�:;..:: ......... . r t E —— 0 XIS i`:::`:�:'=i�:ii:S TO EXIST. TRANSFORME$.,�::: . . ....'::'8..:fN:��EVtEii.PIPE CE .. ... --- --,—.—� ' • ����"'"� � EXISTING — ::'::.::.r::.':::.::.::r- —SEE ELECTRICAL PLANT'-.:..r:.'::.r: .:.::... ...::..:...:. _. .:::..:::`--�: t.. TR E . .. .. .. � 12" STORM SEWER �:::::a..:::.:.�:.::..:;.:::�::..:::.:�; T ._................. .. 3 4 COPPER WATER SERVICE ... .-. '... •.U�i' ...... .. . .. . ...... ....... / .� .... . :.. . ..� .......:. ... :.. TO BE ABANDONED � '.'•.:. CURB A �. LINE CO NECT TO POTABLE ..:.:.:::::r.:•::.:.::.:.:;:::;::�:�: .::::::s... Q / S ....... .......... ... • . ... .... .. SIDE ALK . ;,..........:�:.:�.::.r�: ..-.::��:::� ... ....... .: TREES • I.E. 12 OUT— 35.31 �;r� �:=:.� �.;: �:�..:.. ..... ..........�1G9T1N1'..1:#APLE TR EXIST. MH 6 TOP 41.7 I.E. 12" I ('�:�r:�:.;....:..:.: .::....:.... .._. . .. .. �..._:-::::sr: I r: .: :: ::."::.:-.:: :,.CONNECT EXIS RO D .:a.: .. •_.......:...........:..:,......... _ :.....-..." .:..: :::.. .-:........::......::::..... ._:.......:::{7.O..rJOT DISTURB • ' / i:: ::.: :I:[:i[:'.i is :: €;.:€ .....:. ..... ... :1'O CATCH BASIN �j1 4 PVC :..:. :.. .:�: .r°°.::. . :. .. .:.:.:� .€:':�:i • . TIGHTLINE 1 EA. SIDE .::..:....:..... -:..:.::.... • fltTiIRE:R ApWAY``AND • c:.� ..26,5:..: - ...............PAR ".•.."..........1.•::::.:::...:.1....i'......E.....1.:...'........E.......:....i'.;...i.i.......1.........: �. .... �i"a;''����`:..:;:WALL:QU':[t]NE �� -. 1111 ':::::>'�CiDF:;0U1LINE -' / �:�::€�::i:::':i::�:>i.i.::;:�::::::.::...::....::�..���:.... .... ........... .i i / :::i: i:;:i'i:.isi :::%:;:,i::i: .:. :::-i:.S' o �pR\ (.. � WELL 9 FLUORDE INJECTION— •'• ._ �/ �'a� /. .��AT rLI VAULT �:r:,.:�.::.;•i:,;.._:- .. .:. , E DETAIL SE xi� ; Iii4IELVAti F14.0R-.'!."' "iiii*P---0 _ I, • _+ , f}. a�� — • — —•- -- — —• — — — — — — — — —•— Is PIP %" LEXISLCURBAND 7PROVIDE APPROX. 315 LF OF 1/2" �. �;" E. `•. SIDEWALK TO REMAIN ,, :r:PVC SOLUTION INJECTION PIPE 4'-0' CONCRETE v� SIDEWALK METRO INTERCEP MA\N • 0 R\`1FR PROVIDE APPROX 90 LF / ' Z R •N ZE \ t 1t W R 1 2" PVC SOLUTION / 4 i D / 2 P N N E t. i' M INJECTION PIP APPROXIMATE X MATE LOCATION 0• 0 5 F EXISTING BURIED CONCRETE R , .• C ST: �• ING Ya INTERSE TIO E \E o l` i ' A 1 • s VI :.::! : 's ' ": . BUILDING FOUNDATIONS—CONTRACTOR 12 ,.. STA 4+34. 0+00 / TO LOCATE : i EX \ / C�;:,.:":;.;':!".., ... .j... ....,-,::. • :i- ••••••.:.:;:':•';-`:'. REMOVE AS NECESSARY TO INSTALLIMPROVEMENTS NSHOWN. ..:::::;:i .YlE1fi,'`8 F1tJOR10E • / .. '..::.::?::'....:...:.. ..•- . APPROX. 18 TO 30 DEEP. � PROVIDE:APPl20X:323:LF-...:.. i :.AT LT,':- \ MATCH NEW / .....;.::>:.. . . ,..:::.:: . #ZJ1=CTiQN...:METER VAULT,' ,, J PAVING W / OF 12" REINFORCfO:C•..r, SEE flEtAG. - PIPE . .. . .:::.':.:::;.:•' ... :.. .. . .... .:... ��_:. .::;:. TO EXIST. MANHOLE::: � .. . r „ EXISTING .. ...- :..... ... • ::' .. ..>:::: ..::.:::.:.:.., .':.�..:.. :.....��:; .: £ G Of:.:3pS7.: . ... ......: :. t EXISTING BARRIER / ."..:.::..: .: : :.{014efiE:ASIESS.•Rogr.AY . TO REMAIN :: : OAEE[iRUAEA'C(7R8ENURE / PFRIMETERQF ACCESS ROADWAY • �-•:: " :- CbNCREIE ACCESS/PARKING AREA / 4" IN. THICKNESS WITH AT M1 #3 MATCH EXIST. CURB / / ::::. ..... 18" O.C. OVER 4' BASE COURSE. D 1 F 8" CMP PRC3Vt .AP 45. T 5' SPACING ) DE ti~ EXPANSION JOINTS A 1 T... E30 ANHOLE UItM PIPE.D ST M ST" SOD PER RENTON PARK DEPT. PROVIDE NEW ACCESS GATE REMOVE EXIST CURB STANDARDS SECTION TO MATCH EXIST. AND SIDEWALK THIS ,- FOR DOUBLE OPENING GA ' ,- SECTION EXI S ..:. T YIE$''- :. RM SE— 4 . . 2 5 NATIVE MATERIAL WATER COMPACTED S. RBA I.E 112"itRi.. .'333E3:'-:.::::; EX\5� Q\S� TO 959.MAX. DRY DENSITY OS O0 N 18" -- 12 GAUGE COPPER WIRE FOR PIPE LOCATION (NOT SHOWN IN PLAN VIEWS) • EXTEND INTO BUILDING AND MARK. __��'' 0 0 1/2" SOLVENT WELD PVC FLUORIDE ''' �ANHOLE AND CATCH BASIN SCHEDULE _ , SOLUTION INJECTION PIPE-2 REQ'D —''--/ .‘------ EXISTING — EACH RUN. ASPHALT ACCESS MANHOLE OR CATCH BASIN NO. 1 TYPICAL TRENCH S E C TI 0 N • TOP ELEV. 42.00 FLUORIDE SOLUTION PIPE INV. IN INV. OUT 37.90 I___..--EXIST. FREEWAY FENCE—DO NOT DISTURB BASE ELEV. 36.40 TYPE _ _ TYPE II —NEW CATCH BASIN AND 8'PVC DRAIN PIPE TO STORM SYSTEM (0.5%SLOPE MIN.) c.o.'s AT 100 FOOT MAX SPACINGS. FLUORIDATION BUILDING SITE PLAN • , 24" 36'r-- NEW EARTH BERM FOR FREEWAY RUNOFF 2�/ CONTAINMENT LOCATED ON PARK SIDE OF "•••� SCALE: 1" = 20'-0" CITY OF RENTON EXIST. FENCE. PLANT WITH SOD PER ��`~' F�ti• WATER PROJECT NO. W-851 -FLUORIDATION RENTON PARK DEPT. STANDARDS. �aQ•', _ �'yti• '%%,%...EXIST. GRADE EI t••A.. . /,Q;% 14,9 MARKET FLUORIDATION BUILDING SECTION THROUGH NEW BERM P.0.BOX IIAD SITE PLAN lin KIRKLAND.WASH.98033 Eng ineering 5(208))B27 8400 PIE MA.MOM WALE OWN MDT- Ma? NO. REVISION BY APPR. DATE FLUOR3 1VP RHH 1"=20' SEPT 18, 1986 20 2 OF 19 4'-0• CONCRETE WALKWAY 35'-4' 55'-6- OUTLINE OF BRICK WALL r 8•_p• PREFORMED METAL ROOF, FLUTE SEE ©� 2• PVC DEHUMIDIFIER DRAIN CONCRETE PAD DECK -SEE SPECS TYPICAL ©D - - _ _ _ _ _ - FROM TOP OF FLOOR TO _ I I GRAVEL SUMP DOOR NUMBER (TIP) -� - -7 ----- - -- - - - --- - ---_ I __ - - _ I n SEE DOOR SCHEDULE I. 4-0 111 1 DEHUMIDIFIER 48- ABOVE FLOOR SHEET 6 NOTE: SLOPE FLOORI I Cl �1 /� n ® ITO DOORWAYS 0.59. f n17-1-L- 1= -± Z-C — 7-1 -2 -� L ► l-Li T_i= _L CD a I] �� 1"t�_f.�.•: d r .r. � r i• 1 r . I ,� 4•I 1 r r r i � l it � � I , I I 1 !/:/\ 7..1, 30- I•- 6' MIN. y!�_FIRE EXTINGUISHERri 1P•--1 TRENCHGRATELJit1 SEESPECSI I S'( ROLL-UP 1,1 ' n • II GARAGE I I--I H /� MS- DOOR I I I__I /� R�5(ROO .. SEE SPECS hi B-SHOWER AND EYEWASH ri • i I n 1 I I� LI I I--- -_-1 24 TYP 42•x42- I II I .: 5' MIN. METERING PUMP SHELF- TOP 2'3'DUAL _-- I I RIDE 30.-4- RESTROOM ,-„ 24• ABOVE FLOOR PANE WINDOW U !BUILDING WALL(TYP) I -- _- - _ L C 11'-8' FACILITIES .A. 7'-3-—_; / ® SATURATOR PIT F• J111 Ir-II® / SEEDETAILS SHEET 7 LJ WORKBENCH/CABINET,:. 5' MIN.- D 2'-6- f ,I, 4'-8• / - I I \� FLUTE (TYP) II TOP 42" ABOVE FLOOR MIN. 48x36x36 Oy I -'— I I 1111 I-1 111-1t=p-11-1- SEE SPECS �� OVERALL1 /= CENTERLINE OF I-I 1 I_ © �_ _ _ WALL VENTILATOR LJ I-10ENTERLINE OF -. �11•-6 - WASH SINK 1 - : 0 GAL SATURATOR (TYP OF 3) LJ i �\ rl \\WALL VENTILATOR-�`'\ I `'� FIRE �� ¢1 I - �� iii, 1 EXTINGUISHER 5•_1p• I I --..F_41• 5'MIN. �' DUST COLLECTOR -5'-0• 8• I-I �w 30' r-I J OVER BRINE / ` i 4._2-y, �I I I ,j I ' , NOTE: _ a11 _ HW 50' 5/8' HOSE © f �3'-8•� t PIPING AND GRATING ` DEHUMIDIFIER 18•ABOVE FLOOR -AND NOZZLE / WATER SOFTENER W/2-PVC DRAIN IN FLOOR 7'-0• PIPE TO PEA GRAVEL SUMP (1 CUFT) Z BRINE TANK 10'MIN BEYOND BLDG WALL HOSE BIB (2 REOD) FOR WATER SOFTENER (TYPICAL OF 2) TRENCH GRATE 4 I I CONCRETE WALKWAY 4"THICKNESS SEE SPECS 8•_p- 14.-10" W/W 6 X 6. 1.4 X 1.4 IIIIIIIIIIII 46 1/4- X 56-FLAT DOME INTERIOR BRICK WALL W.W.M. OVER 2- COMPACTED ARCHITECTURAL BRICK WALL ATLUCALKWA FILL (DYP SEE TYPICAL WALL SECTION FOR DETAILS SKYLIGHT(TYPICAL 6 PLACES 30'-8• I ALL WALKWAYS AND CONCRETE LOCATE AS SHOWN TO CLEAR TRUSSES PADS ROOF TRUSS BY MFR (TYP) ROOF � PLAN PARTIAL FLOOR PLAN CAST-IN-PLACE CONCRETE WALKWAY //+// SCALE: SCALE 1/4• = 1'-O- PREFORMED METAL ROOF WOOD ROOF TRUSS BY MFR� 24'-8" • 49'-2" \ \ ROOF TRUSS BY MFR (TYP) 41-12-- 30. C.\- CPS OR GE J = ow __ BAG FEEDER ON ... Fj 5� El R� _ _ G _ ROLLING TRACK = I I BAG FEEDER 8'-0'MIN = = 5�0 (ORP FN`� �'- SEE SHEET 7 CONCRETE _ - F� _ = —I I TRAVEL WALKWAY -- -- - -- - - / _ = L -J - INTERIOR BRICK WALL_ _ __ - _ _ _ _ �2$ FFEL42.15 s - — _ - .... o e 1 r-' VIEWIEMINEMMEMPMENENNIMINI L_ ---�--^ i�r+`��'+:','',: INTERIOR BRICK WALL CAST-IN-PLACE CONCRETE FLOOR \{/5 CONT(TYP) GRATING \� SATURATOR (TYP) ©© \`—FLUORIDE SATURATOR GRATING- SEE CAST-IN-PLACE THICKENED FLOOR SLAB' SEE CONCRETE FOOTING SATURATOR PIT 3 4 SATURATOR PIT ©D BUILDING SECTION B CITY OF RENTON BUILDING SECTION A .....•R.,R� ©© WATER PROJECT N0. W-851 -FLUORIDATION ©© :‹,/,°F % SCALE: 1/4"= t'-0- scALE 1/4• = t'-o' _ `� ROOF AND MECHANICAL PLAN t 1N0 MARKET STREET s,�. '•� 22 a^ P.O.BOX 1180 -- •�' TUNA!EM6�-tIM (aR 8425. 02SR.omsf 1211=113 ar t9 Engineering (z�)e o NO. REVISION REVIEW DATE FLUORt�m SHOWN F zi I / 1 PREFORMED METAL ROOFING 3' HIGH LETTERS (HELVETICA PREFORMED METAL ROOFING APPROX. 68" BOLD) IN BLACK PAINT AS SHOWN (EA. EXTERIOR DOOR) I - I NO FLUTE I - - �J I I-- I I - I 3T STEEL DOOR I L- - _ _- - THIS SIDE -I 30" ..- - - - - I WITH LOCKS AND LATCHES - = = - L' - -----� = ,� - r FLUTE - - - - ARCHITECTURAL BRICK WITH -�;�L,—87'ROLLUP DOOR FLUTE-tJ -_ _ - - _ _ _ - _r,. STACKED BOND PATTERN 8'-0" MIN • _ _ CONCRETE PAD o - = _ _ = I FLUTE I' 7.-0" CONCRETE�\ = _ - - - - - WALKWAY _ _ _ / rPARKING - _ _ _ _ _ I 42.15 - - - - I `/ 1 1 , FF EL 42.15 I 1 CONCRETE FOOTING NOT CENTER FLUTE BETWEEN CONCRETE FOOTING NOT SHOWN THIS ELEVATION DOOR FRAME AND END APROX. 24" X 20" DOOR FLUTES (2) EVENLY SPACEf SHOWN THIS ELEVATION it SEE © OF WALL(SOUTH SIDE) LOUVER WITH BUG SCREEN ALONG EAST WALL SEE 4 , NOTE: EXTERIOR LIGHTS NOT SHOWN EAST ELEVATION SOUTH ELEVATION SCALE: 1/4"=1•-0" SCALE: 1/4"=1•-0" FLOOR DRAIN TO SANITARY SEWER-SEE SITE PLAN SET GRATE FLUSH OVERLAP JOINT 2'-0" MIN. WITH FLOOR 4•-0" 7-8 2' SLOPE TO PIT 31-8" I"-"2" 2 X 2 X 1/4 ANGLE (CONY. I _ .® - _ PERIMETER OF PIT) W/NELSON REMOVABLE POST SUPPORT FOR rot �_ -1-'�-S-S-S 1�hYh/r .� STUDS AT 12" O.C. GRATE(TYP) SEE DETAIL _ 2• :; - THIS SHEET DAY TANK OUTSIDE EDGE OF GRATE-" v - FOOTING FOUNDATION #5 AS SHOWN - SEE :.::: - TYPICAL WALL SECTION ( 2-0" 4-8" - `�� - DETAIL(SHEET 5) CAST-IN-PLACE BAG FEEDER TRACK - - / CONCRETE FLOOR REMOVABLE FIBERGLASS y' SLOPE TO DRAIN DAY TANK � OO40.15 � GRATING (2" THICK) SEE--� �•: 5 - j�� _-,rir,- - - II SPECS. CUT TO FlT AS 3.L � T - NOTE: VAPOR BARRIER NOSHOWN. TYPICAL \J_J� - � IS SECTIONitanillilla � SHOWN THI 1 T SATURATOR:As 8' MIN.: p 2-0� }}pY++Y 'I6" GRATE SCHEDULE I• • �4 AT 12" O.C. E.W. -/1111/\1\ llow :? t 1 CENTER IN SLAB GRATE NO. APPROX. SIZE _ 1" MAX 1 30" X 60" PIPING NOT SHOWN ( ) EURATOR - ' ,ti t SATURATOR PIT- CROSS SECTION A 3 4�= X FOR CLARITY 5 _ ® // 4 • ;#,,,}I gg�' OVERLAP JOINTS - 26' i ;^ ,^ 2•-0" MINIMUM NTS 1 3 4 4 4 25" X 70" _ I #6 VERTICAL ®16" O.C. GRATE SUPPORT�_ 1 ALTERNATE BENDS ENTIRE PERIMETER SATURATOR 1 FLUTE AT - INSIDE EDGE OF CORNER (TYP) FLUORIDE BAG FEEDER TRACK- 2x2x1/4 PLATE -TO PROVIDE BAG FEEDER TRACK - 13" FOOTING FOUNDATION ❑ SIZE TO ACCOMODATE BAG FEEDER LATERAL SUPPORT FOR GRATE. EACH SIDE OF PIT AS SHOWN c t WHEELS, APPROX 2' X 2" INSIDE DIM., SET 2- HORIZONTAL II FLUSH W/FINISHED FLOOR. REMOVABLE, 2x2x1/4 ANGLE -REMOVABLE, BOND BEAM LAP u�YiufSMIII� CONY. ACROSS PIT /� 1T1 CONY. ACROSS PIT I•�3'-8"—�I r ( ) �...�.0 - / 1 JOINTS 2•-0" MINIMUM i0rt+0�rN all LFINISHED FLOOR FOUNDATION FOOTING ME 2" �•`1% i�� SATURATOR PIT PLANi 8" //5 AT 32" O.C. T ��I1I� 1 NTS ©© j= CENTERED IN CELL T �_iii/1 Ar .\IiiiAn TRACK END SUPPORT NOT REMOVABLE) ARCHITECTURAL BRICK AND FILLED WITH T ___� 4x2x1/4 ANGLE W/(4� 1/2' i' '', CORNER ©D 8' X 16" X 4' . GROUT0 q\ PIT WALL (2D TO REOUIRED)ATOR __ - -___ /r NTS 1E1 'HOT DIP GALV. L �� /r T AFTER FABRICATION / • J 4x4x1/4 STAINLESS #5 HORIZONTAL 0 12" O.C. !ME \I STEEL PLATE r �— 7" `SLOT FOR VERTICAL ADJUSTMENT REMOVABLE — ELEVATION A—A GRATE 2" STANDARD WT. STAINLESS STEEL PIP. ' ' 8" (TIP) _ CONCRETE FLOOR 3/16 (REMOVABLE) LENGTHE TO r I SUPPORT GRATE Ir• MAINTAIN MINIMUM 3" CONCRETE /// //�4 V / / r COVER FOR CONCRETE CAST TYPICAL FLUTE LATERAL GRATE SUPPORT 2 1 2" STANDARD WT. AGAINST EARTH (ACI 7.7.1) GRATE SUPPORT PIT FLOOR �- / `_'� OVERLAP JOINTS (SEE ELEVATION AND FLOOR — �— T STAINLESS STEEL PIPE 2•-0" MINIMUM PLAN FOR LOCATIONS) i 1111 I W/STAINLESS STEEL � _ BAG FEEDER TRACK el, 3' IIIIBOTTOM -SET FLUSH 1. INSIDE EDGE ► 3/16 I IW/SATURATOR PIT m�' /�6 VERTICAL 0 16" O.C. OF PIT1 (REMOVABLE) L__L J _ FLOOR�• NOTE: SATURATOR PIT =e. A ; ; A WALL SIMILAR FOOTING PEDESTAL ❑ r � `� EDGE OF FOOTING BELOW ,� '� REMOVABLE GRATE 1 \� �� - TRACK END SUPPORT I. (NOT REMOVABLE) GRATE SUPPORT- REMOVABLE POST SUPPORT^ PLAN 4 X 2 X 1/4 ANGLE NTS FOUNDATION STEM MASONRY REINFORCEMENT DETAIL F ,o,R. G FEEDER TRACK SUPPORT (TYP OF 2) B CITY OF RENTON CORNER (15) 1 NTS 3 �� NTS 4 4 WATER PROJECT NO. W-851 -FLUORIDATION - BUILDING ELEVATIONS NTS ,, "'JI 1410 MARKET SIB: \ 'b Rota EN-, !.p KIRKIAND.WASH.98033 oP.O.BOX 1180 . SAND DETAILS MIT �F �"• Engineering (208)827 81W SOW ilL411\,,,,, 208 453 0241 NO. REVISION BY REVIEW DATE FLUOR2 TVP RHH SHOWN SEPT 18, 1986 48 4 OF 19 ti ,. SKYLIGHT AND ���% � FLASHING �F ,,,, PREFORMED METAL ROOFING- SEE SPECS 2 X 4 SKYLIGHT CURB %��/ \A DOUBLE HEADER ROOFING FELT �j \ 1/2" STRUCTURAL I CD \\\\ GYPSUM WALLBOARD EXTERIOR PLYWOOD SHEATHING \\\ FOIL FACED BATT BOTTOM CHORD OF ROOF �� \\ INSULATION- R24 TRUSS BY MFR. / ' 2:1 \\\\ /2 X 4 FRAMING 1/2" STRUCTURAL I CO INT. j FOIL FACED GATT A \/ TOE NAIL(2) INSULATION- R24 A"'CCC / ////- A \ 2 X 4 HEADER /// 16d EA. TRUSS TRUSS BY MFR A \ RAIN GUTTER BY MFR /// \' i ALLAROUNDSLOPE TO J5 \Y\I �.1f 2 X 8 ROUGH CEDAR \\\\■ Ili \,I t FASCIA (STAINED NATURAL) .� • _ 1/2" . FINISHED "X" GYPSUM WALL I 2'-6" ��• •�• 1/2" STRUCTURAL 1 CD INT. BOARD. FINISHED AND PAINTED �\ ' WHITE \ 1/2" TYPE "X" GYPSUM WALL_ 2 X 4 HEADER- FULL LENGTH. `\ �� BOARD. FINISHED AND PAINTED NAILED TO BOTTOM CHORD OF 1/2" CD EXT. ROUGH CEDAR WHITE +ROOF TRUSS. PLYWOOD (STAINED NATURAL) 1/2" X 3" ROUGH CEDAR MOULDING , DOUBLE 2 X 4 HEADER SCREENED SOFFIT VENT PER UBC II OVER DOORWAY 1/2" X 3" ROUGH CEDAR �y 2 X 8 PLATE CONT. W/1/2" DIA. X MOULDING (STAINED NATURAL) �� 7" LONG ANCHOR BOLT AT 48" O.C. MAX DOWNSPOUTS AS SHOWN IN BLOCKLAN VIEWS OUTS FOR WALL VENTILATOR- , PLAN VIEW WITH CUPS --- TEXTURED PLASTIC LAMINATE i�EACH SIDE- COLOR BY OWNER 2 COURSE BOND BEAM W/ TWO Q5 CONTINUOUS- LAP JOINTS 20" MINIMUM 3/8" JOINT TYP PER UBC(POINTED) 8'-0" MIN. 8"-0" MIN. , #5 VERTICAL AT 32" O.C. HORIZONTAL TYP HORIZ JOINT REINF 1/2" TYPE "X" FIRE RATED GYPSUMS GA AT 24" O.C. '�WALL BOARD BOTH SIDES. FINISHED AND PAINTED WHITE. 8" X 16" X 4" ARCHITECTURAL BRICK 24 COURSES AT 4" = APPROX. 8'-0" 2X4STUDSATI6" O.C. r APPROX. 3.-6" 3" PLASTIC COVE MOULDING I ALL AROUND 1 COURSE BOND BEAM W/ 1/2" PREMOLDED JOINT FILLER 2 X 4 BOTTOM BRACE- ANCHOR TO 4" THICK CONCRETE SLAB WITH 2- CONTINUOUS SLAB WITH 1/2" DIA. ANCHOR BOLTS W6 X 6, 1.4 X 1.4 W.W.M LAP JOINTS 20" MIN., '/ AT 32" O.C. (SLOPE AWAY FROM BLDG. 0.5%MIN.) I CAST-IN-PLACE CONCRETE FLOOR 1/2" PREMOLDED JOINT FILLER3" PLASTIC COVE MOULDING #4 AT 12' O.C. E.W / ALL AROUNDCENTER IN SLAB I \ SLOPE TTO DRAIN " r 4715 4-0SSE HO N PL+N VIEW 5� ASS WN I\ ILiV.7:::71 .::;::."..'i:i::;:F;',0:: ::':i1,..1.21?.i.:M...: .'4.g:1;.....i,Fif•3:,..t:,:•••;if:S•,?:;.,:;•::•:,•.,:•:?:;q:.ig.Mato. 6. l'b. #5 HORIZ. AT lisI!":•'. @`9='SF"r•' 41 12" O.C.�:;�F�7...•••••' ':1 1 �10 MIL POLYETHYLENE VAPOR BARRIER- , NOTE: VAPOR BARRIER NOT �I1 II UNDISTURBED EARTH1......'-:..:1..i•;.‘ OVERLAP SHEETS 12"MIN. --^I 2'-4" UNDISTURBED EARTH SHOWN THIS SECTION I8 I CAST-IN-PLACE CONCRETE FLOOR %.:"� 18" WIDE X 12" DEEP THICKENED _•Cy; ; ''= STRUCTURAL BACKFlLL COMPACTED TO r • . 95%PER ASTM D1557 (MODIFIED PROCTOR) SECTION UNDER INTERIOR WALL WITH } • W;;" ;:it:f'-=:',: ,:t_,"^,^. . TWO #5 CONTINUOUS 8" % r �TO UNDISTURBED EARTH -`..�-`"+- 4" PVC PERFORATED DRAIN PIPE WALL AT SATURATOR PIT �__3, 3E�l8_.�19 $ .`' •'=•• ``,."..., -SEE SITE PLAN FOR DRAINAGE ` • CAST-IN-PLACE CONCRETE J EXTENDI INTO WALL 18 L MINENDS , WALL FOOTING 8" f 8`-� 8_ _ _ _ #5 HORIZONTAL CONT. TYPICAL INTERIOR RESTROOM WALL SECTION A TYPICAL FLUORIDATON BUILDING _. SCALE: 1' = 1'-0" Q© EXTERIOR WALL SECTION 3 4 5 SCALE 1" = 1'-0' 70,.•R. •"• CITY OF RENTON JOPfr°`�'� 4 WATER PROJECT NO. W-851 —FLUORIDATION f Is. ortt BUILDING SECTIONS •• F 19NIL.t4 P.O.BOX1180smefr 1' _ D I IRKLAND.WASH.88033 L NfM[ n SCN£'�B DATE PLOT 0660 Engineering208)827 8400 (208)453 0241 NO. REVISION BY REVIEW DATE FLUOR5 TVP RHH SHOWN SEPT 19, 1986 4-8 5 a 19 'I 4'_p• CONCRETE WALKWAY W/EXPANSION JOINTS AT 15' O.C. DOOR SCHEDULE 3" CLEAR SPACE C.0.0 AO: N0. TYPE HDW OTY SIZE -- -FRAME--MATERIAL----- -LETTERING ON DOOR _ _ _ _ _ _ __ _ __ _ _ __ ____ ____ ___ __ _ __ ___ _ __G_RADE_ _ __ _ __ __ _ __ __ _____ __ __ __ _ 1 2 ABCDEF 1 3'O"X 7'0' ALUM STEEL 'CITY OF RENTON FLUORIDATION BUILDING" HARDWARE CODES ----t-'-'T A- WEATHERSTRIP (ALL SIDES) •ll' 1 i.i... ii31 Win. -3.(-.-y-� 2 4 ABCDEF 1 6'0"X T0" ALUM STEEL B- THRESHOLD -°� III I . C- HANDLE 3 2 ABCDEF 1 3'0"X 7'0' ALUM STEEL D- LOCK 111 5-0.0, FLOOR DRAIN (TYPICAL) E- AUTOMATIC CLOSER (PARALLEL TYPE) 3'-0' 4 3 CH 1 3'O"X 7'0" ALUM STEEL F- INTERIOR PANIC BAR OPENER ® �� HANDICAPPED III G- PUSH/PULL HARDWARE C.O. F.1111 T. R� HA FD li 5 2 ABDEG 1 3'0'X 7'0' ALUM STEEL "MEN' H - DOOR STOP (WALL MOUNT) - I } DRINKING FOUNTAIN 2X4 PLUMBING WALL 1/2' 11' 6 1 ABCDE 1 3'0'X 7'0' ALUM STEEL "CITY OF RENTON PARKS DEPT.' "I� WITH GYPSUM WALL BOARD W/FREEZE PROOF PLUMBING r-r 3_8. �I> WITH PLASTIC LAMINATE ON 7 • 2 ABDEG 1 3'0' X 7'O' ALUM STEEL "WOMEN' II! - 111 RESTROOM SIDE-SEE SPECS ■ r-p 6•_9• 8 5 CH 1 3'0"X 7'D' ALUM STEEL ., 4i 2X4 AT 1T6" D.C. WALL R 9 2 ABCDEF 1 3'0"X 7'0" ALUM STEEL "DANGER CHLORINE' (SEE SPECS) 110111111111111r---5:10" IIII \..±i--- ' 1/2' GYPSUM WALL BOARD SINK AND COUNTERTOP / lE BOTH SIDES- SEE INTERIOR 5"-3" �� WALL SIDES Q 10 1 ABCDEF 1 3'0"X 7'0" ALUM STEEL 'CITY OF RENTON FLUORIDATION BUILDING' AIR HAND DRYER i 5'-8 11 EXISTING METAL DOOR "DANGER CHLORINE" (SEE SPECS) (TYP OF 2) 25'-4" ® � �i K© 2_6. 3._4. APPROX. 1" EA. PARTITION ROLL UP GARAGE DOOR 8'0"WIDE BY _�• r r-y _ _ _ f TYPICAL- INSTALL PARTITIONS 7'O" HIGH T TO FIT AVAILABLE SPACE HOT WATER HEATER ■d n et Illii 3'-4" fa r-r 1� �j - _. ---- FLUORIDATION SHEETR30M - .O.T.F.• s II�1 FOR FLOOR PLAN DUAL PANE-� 111111 11•-1" PARTITION(TYP) °•"'0• HANDICAPPED III WINDOW- I I 11! ® vi 5-0" APPROXSIZE ,3'-I0' 18"X 24" Li•-ummescumr. I+ -t�"`r--ti--r- 0[1 0 a O O rfI�R� c.o.m GRADE ARCHITECTURAL BRICK WITH SIGHT PROOF-�� 4._O. 15'-2" STACK BOND PATTERN - APPROXU480 SUN CAST-IN-PLACE CONCRETE FLOOR HANDICAP HARDWARE- SEE SPECS TYPE 3 TYPE 4 TYPE 5 W/TORGINOL TYPE FLOOR COVERING • TYPE TYPE 2 -SEE SPECS. NOTE: NOTE: INTERIOR GWB SURFACES TO DOOR LEGEND PLUMBING NOT BE COVERED WITH TEXTURED SHOWN•PHIS VIEW NTSRESTROOM FACILITIES PLASTIC LAMINATE. FLOOR PLAN - 0'SIWTART SEWER 70 �.c Di SANITARY 316R \ I eP Gy aet \ `\r I r VENT'THROWN ROOF eimeoc p !wl 1 I I \ter /I I d" NOTE: ALL WASTE PIPING TO hi N. \ \ I el'• 1 YffiIN• !•�y BE SLOPED 1 4" PER FT. MINIMUM r A 6 h. NOTE: FOR FREEZE PROTECTION SLOPE ALL COLD Gt / i ___ \ '.7' WATER PIPING 1/16" PER FT. MINIMUM BACK TO `\ el� so. '•C �aI. / ISOLATION VALVE LOCATED IN STORAGE ROOM G+ i I\ r�` .G�" R.6 . �c �I \\ �\ G'A' d/1• l �I el" �Q..0. DEAN M AT / Ir. §I I \A —\ R yyy ice"..\� // itL hi $1 G'� k4\\ l•C �I' / - MK I I t:. / 2 6II0flmlF \1 urn` IA" A >rl eiRBIOE � n` 4. AUE CITY OF RENTON , N,,,,,,,;. COLD AND HOT WATER PIPING ISOMETRIC WATER PROJECT No. W_S51 -FL�oRI �. R h NTS • WASTE AND VENT PIPING ISOMETRIC �� rj ' , 0 ti RESTROOM FACILITIES sae ,bc,tit� DOOR AND PIPING DETAILS k. NTS - • , ..T , ... 14,R MARKET s,R� IIIIIIIIIIMM �� �,•�: P.O.80unw SHOWN �� ?,Nit•` (W(R)) -3 0� DATE FLUORI4� • •T�//DMA 10 Epgineeri�9 (z0�6)453 o0� NO. REVISION !Z'' / 30" __'-_.■__ ARCHITECTURAL BRICK-STACK BOND _MI-_■•_- 2-#5 AND BOTTOM EXHAUST FAN 1 �ra _-I-_ I�-- EXTEND TOPAN PAST OPENING \'\ 12 GAUGE S.S. -� ARCHITECTURAL BRICK-STACK BOND �_'-_MI._� EACH SIDE SHEET �� (SEE SPECS) %.% __'^��.__ FRONT FLANGE MOUNTED SIGHT- 1 WALL OPENING- SIZE AND GRATE W/1 OPENINGS REAR MOTOR GUARD / PROOF LOUVER WITH BUGSCREEN __' �-- LOCATION VARIES TO PASS SODIUM FLUORIDE CRYSTALS ~ -- - - - - -- - - —�®%�— - --- - - - - -__II 1eM� - -- - -- - - - --- -- -- -- - -- -- -._ SODIUM FLOURIDE BAG LOCATION - �' __ i. i�__ FOR SATURATOR LOADING \\\\\\ a...■'DI 2-#5 EACH SIDE OF OPENING,I /IIII , .. EXTEND 2-0" EACH SIDE OF__'- ■•-' OPENING. WHEN "W" -0" RUN FULL WALLRHEIGHT. I M�E SIII��OPENING SIZE BY MFR 12' L 3x3x1/4 S.S. 12" II11111I L 3x3x1/4 SS. 1 • cc 12 GAUGE S.S. r Z• 1- it:: GRAVITY OPERATED WALL OPENING REINFORCEMENT (TYP)NTSTEMPERED SAFETY �- DAMPER WITHOUT FLANGE% GLASS 7 4" DIA 12 GAUGE S.S. TUBE 5.-6"ABOVE FLOOR - RUBBERR BBER SEAL BUILDING INTERIOR / / - S.S. CLAMP TO SECURE HOSE- (18"x6") SCREWDRIVER ADJUSTABLE / BUILDING EXTERIOR ARCHITECTURAL BRICK MED 4' FLEXIBLE HOSE PROVIDE 18' LENGTH �� WIRE FRAME ANCHOR mall ,\ 3"-.1 I i 3" EQUAL TO FLEXADUX ME HOSE TO EXTEND FROM BAG FEEDER LINTEL BEAM WITH 2-�/5 I 3' DIA OUTLET ter\ TO SATURATOR EXTEND 30' BEYOND OPENING .0 " FRAME F-4" - EXHAUST FAN DETAIL (TYP) DOOR TRIM ' WITH WEATHERSTRIP L 3x3x1/4 S.S. NTS METAL DOOR--„,,, 111113 1-3/8" THICK FLUSH MOUNT HOPPER DETAIL METAL ACCESS DOOR (TYP) ■ ■ NTS .........--- L 3x3x1/4 S.S. DOOR HEADER DETAIL (TYP) BAG FEEDER TOP VIEW TYP • NTS NTS 12 GAUGE S.S. (TOP)` \\\\ ��L 3x3x1/4 S.S. 1•-0" 1,-6" II <TYP. 30. 3" DIA OUTLET I 30" TO DUST 18"---�I FLUSH I-. COLLECTOR HANDLE11.,A ilii • NON-LOCKING HANDLE 12 GAUGE STAINLESS STEEL 12 GAUGE S.S. DOOR WINDOW- FOR _ ENCLOSURE 1'-3' DOOR TEMPERED SAFETY GLASS TYP. O WITH RUBBER SEAL RUBBER WEATHER STRIPPING \\ FOR INTERIOR \\� VIEWING 6" �V N I I 2-6" N\�Al2 I !..71-1 TYP.> ‘ti 6' DIA. HOLES FOR SHEETUGE S.S. 2•-6' BAG 12 OADING DOOR S.S. PIANO'TYPE HINGE (SS) \ _ 1/4" UP FOR HINGE CLEARANCE \ FRONT r-12 GAUGE S.SHEET. S 1- CHEMICAL HANDLING 1 �� 10 RUBBER GLOVES • O 22 �---PIANO HINGE i SEE SPECS COPE ANGLE THIS SECTION TYP. / SODIUM FLUORIDE . qaPPr AI / SR SEE DETNW THIS THIS SHEET ETA I L / I 14" NW NTS / 1'x1/4" S.S. PLATE F--4. LENGTH TO FITImo-•MATCH CASTER T MATCH CASTER 3'-1/2" 3-1/2" \L 3x3x1/4 S.S. I �T L�� 2" LONG SLOTS I / / / \ L 3x3x1/4 S.S. `L 3x3x1/4 S.S. (TYP. CASTER 3' /FOR CASTER -1- WIDTH (/ PLATE TO C-Y / 3"x5"x1/4' S.S. CASTER MTG PLATE LEG WAGNER NCASTER O.A5X728 SWIVEL L TO ` O -CASTER EQUAL TO ADJUSTMENT 1 CASTER EQUAL TO / SEE DETAIL PLATE, W/UNI-LEVEL WAGNER NO. 728 RIGID I BAG FEEDER TO ROLL BEARINGS, 5" DIA WHEEL 1110 I~5' 6 WAGNER ND. 5X728 SWIVEL PLATE / CASTER EQUAL TO - rPLATE, 5' DIA VAIEEL\ W UNI-LEVEL BEARINGS WAGNER NO. 5X728 RIGID PLATE FREE IN FLOOR TRACK SEE MECH PLAN CASTER MTG PLATE DETAIL vial 5 DIA WHEEL(2) \ 5' DIA WHEEL(2) � " I�, I�, NOTE: ALL MATERIAL TYPE 304E UNLESS OTHERWISE NOTED 4LLE BAG FEEDER FRONT VIEW BAG FEEDER REAR VIEW (TO FIT ROLLER TRACK) ..-,,L ,F;e3 CITY OF RENTON jaQ��� •''��, y "� NTS WATER PROJECT NO. W-851 -FLUORIDATION BAG FEEDER SIDE VIEW S. o�) BUILDING AND NTS '. l -'-.P Gyt`s 1410 MARKET BAG FEEDER DETAILS 444,44W�: awcuwn,WASH.98033 Engineering (zp 1.az.g= nc wa x e.w SOME DATE sue* 2os 453 oz4t NO. REVISION BY REVIEW DATE FLUOR17 DB RHH SHOWN SEPT 18, 1986 7 6 19 N ......._.._... ........... OVERHEAD SHOWER WITH PULL-CHAIN - ' VACUUM BREAKERS (TYPICAL) SI NEEDLE VA L VE (TYPICAL) .......... 0 R1 SA TU R AT ................. ' SATURATOR 2 - VALVE BOARD 1 QD 1/2"BRAIDED VINYL_y .1� TUB ING ING WITH QU ICK ICK FLOW METER • DIS CONNECT ON NE CT FI TTINGS NG 5 ON .I EA CH ENO (TYPICAL) 01 I SATURATOR 3 I N 1 S OFTE I• ;1� SOLENOID VALVES Q� \ •�� (TYPICAL) WALL OUTLINE T I ��AA ,rri'" T V I v'� S A P 1 B RIN E' /`�MAKER FEED—� • SHO , PIPING / /� // `\ .:riris441r``` •, 1/2" SATURATOR ::rr'r?a:r(b:a'" I• , .:....::..�. FEED PIPING Il / • \ / , �1� �/ BRINE MAKER ,tr:,:+.:tir- 1 2" SOLUTION FEED , PIPING 8 ..: ::�:::.::.... C Q � I FEED ":ra:r::r::r:r ..., 0 PIPING TO WELL ::::5;:,:+.. l 8 I / C •• • .:`:": SOFTENER FEED PIPING ..,.,..:.:,::., .:. ��� \\ I %r HOSE BIB—y �� $'r`i';i�: :: .� ON FEED \ I / WORKBENCH CKPRESSURE SUSTAINING _ _t/2" SOLUTION ' BA g WELL i T 0 WE r/--/-/ \.I� O SINK •• VALVE AND CHECK VALVE � PIPING ROTAMETER -'��� FLOOR DRAIN i"`�,��"`�"°' 0 T Y IN C A EN" R G D 4 ER " EM M CKFL OW I 3 4 / • ,,,,,,,,..,,, INLIN E BA / SSU RE .:.::ra::mur :. .::ra:::¢rt:rr -:��.zr::,:. PRE SEWER 1 SANITARY FLOW VER .............. FEED WATER PIPING FROM ....;.2;ti=.r:::.:_ PREVENTION DEVICE f � ' 1 BYPASS VALVES � ..::•:r:r:,,:.::. O --:�.a.- -�. :7421-E (2%SLOPE) (TYPICAL) "' POTABLE WATER CONNECTION1 � SEE SITE PLAN I1 .. 1 2' SOLUTIONI I G II 1 IN IP S P ......:..........:.::.. B YP A S10 I - II 1/ • I .;:� .:=' "��~SATURATOR TIONPIPES1 - TUBINGtr'=:lY•71� PIT 3 4" SATERATED i 2' PVC SOLU /T DED VINYL - /yz`.�ta.'.irr�: � 1/ I II I 1/2" BRAT .,� . . SOLUTION OVERFLOW `::::r..:c:a:,:,.. TO INJECTION PITS }1'{T{[G5' \ SATURATOR 1_•.rr:r.r;rr:r ::. .:r: WITH QUICK DISCONN •! .. (2 EACH INJECTOR��\\ I _, ON EACH END (TYP,IeAC _,` \\ (TYPICAL).:t't�rr:t:rr::r+ ye: \� I\may ,a::;::.r:.:a::::�TUBING T I SATURATOR 2 . r .. • i.i:';_,'il;'C;r Q 3/4" BRAitiot:' iNYL `'"€ KIP VALVE BOARD 4—�V�,\\\� ` I WITH..AIi[C '1N5 DECAL FITTINGS ,, 'I`I I I , - \ \ �CEMICAL FEED "`=:�-ne I SATURATOR 3 ::rn:r:rr:r: .:r:(i.r;;iii," SOFTENER CHEMICAL FEED�,� .., ;. ' , 1 PUMP 2 ^ia fi'a:: ' 1 I I I .,ili s • • ... r- ' ,J "" I SATURATOR ...::..:.:.::':-•.: ��'.1' DRAIN VALVE FEED WATER PIPING ISOMETRIC THROUGH PUMP SHELF— �° (� / . I (7ypICAL) (TYPICAL) :.r: `+� CHEMICAL FEED DAY TANK 1 I , NTS 4f 1 • "' �� , PUMP • 1/2" SOLUTION ., •. `.%/ LINES (TYPICAL) �'."I 1 .: DAY TANK 2 %/ I \\\\\• .::r�:::il�. / 1 I r / _ I I NOTES: � VALVE BO THESE VIEWS. PROVIDE UNIONS J \ // ARD 2 aD • \ 1. UNIONS AND PIPE SUPPORTS NOT SHOWN VALVE BOARD 3 \ I / I AS SHOWN ON VALVE BOARD DETAILS AND AS REQUIRED TO DISASSEMBLE / I SECURE RIGID \ _ ERATION FORA EGEN 0 .::::::::::::::.:. EQUIPMENT. PROVIDE PIPE SUPPORTS AS NECESSARY \ / .:�;rii;; ..' SOFTENER R PIPING SYSTEM. aD \\ I ...."'WORKBENCH — `' " � WASTE PIPING 2. ALL PIPING TO BE PVC (SCHEDULE 40) UNLESS OTHERWISE SHOWN. PIPING• ALIGNMENT SHOWN. \\ I / SINK 3. PROVIDE ALL FITTINGS NECESSARY TO PROVIDE \ / T I 4. MOUNT VALVE BOARDS AS DIRECTED BY OWNER. V 4" DRAIN TO FLOOR DR AIN PIPING sue."i:;:;':'.' i: (2%SLOPE) / WALL OUTIJ „,,,„„. ,elIG' Qe:;r Ci D IN� RA g K D - - - -- - - - E- - - SIN - -- I / • J, V '/ . CITY OF RENTON / �......,,. SOLUTION LINE AND DRAIN PIPING ISOMETRIC WATER PROJECT NO. W—esi —F UORII ���� ', N PIPING ISOMETRIC ia� ` ,ti F �ET MEET _��umumn FLUORIDATION BUILDING w l' \) w,• t P.O.80 7vilo 1X lV 88033 -_ ®® a f"TONAL s-r • iD9 �;e453 Worti REVISION. �� DATE PLOT®� 2•- 0• 2.- 0" 2•- 6" MAX MAX • VALVE BOARD 1 •• ® •►=� �� _ . 1 • VALVE BOARD A R D Imo/ I _�--7(n�` BACKPRESSURE SUSTAINING VALVE \ �'�. 1. V V VALVE SS3 • SS2 •FLOW METER• r �%I �y��O �1� VALVE • VALVE • VALVE VALVE VALVE �i• . -- --_—� `� SD1 • SO2 SD3 T5, TS2 • VALVE BOARD 4 • U- 1611111141/14 --\O1— — -- _ - — I UNION — I _ 11/2•PVC PIPE _ _ — _ - - _ _ Ir --� AND FITTINGSM III 1.MI 1.1.1 I I LI —I I I � O�i1 rL. �r �. 1. . 3/4" PVC PIPE rr t rr 1 1 TRUE UNION 2- 0. AND FITTINGSjimmil- VALVE • VALVE • J (TYPICAL) 'AL)BALL � COI VI I® MAX I I I I I I PD2A • PD2B TRUE UNION I - != Irill (TYPICALBALL ) �---�T1 I --�/�-� © 1 MAX" © • VALVE • . VALVE . I® �1�` © @ © O PD1 PD3 TRUE UNION —� —� I I I I BALL VALVE SOLENIOD y QUICK DISCONNECT (TYPICAL) FITTING I I I= IF I 3MAX" • VALVES \ \\\ 1 II PUMP 1 PUMP 2 . PUMP 3 •FLOW RATE•• FLOW RATE•• FLOW RATE • 1/2•UNION ►11 7--n— -7— ("TYPICAL) ® I I _�ROTAMETER ±11 NMI VALVE BOARD 1 ±IlJ _wJ � ` I � I UNION FII ri NTS 8 16 9 DISCONNECT I I ITI I—I _ ITI r �1-- ITI _- ..IOFFSET PIPE CLAMP EQUAL VALVE BOARD 2 1 B FITTING — — —-- — 0 2,- O. TO -LINE 83,48 (GALVANIZED) NTS 18 M PRESSURE BYPASS OMT VALVE (TYPICAL) 1 r 1 UNION 3/4" MARINE GRADE PLYWOOD WITH BUFF COLORED - y il PLASTIC LAMINATE EACH SIDE AND ALL ENDS- TYPICAL EACH BOARD-MOUNT TO WALL WITH 1/2" ® STAINLESS STEEL HARDWARE AND 1/2" OFFSET AND PVC PIPES • • VALVE.. OARD 3 • (TYPICAL) AND FITTINGS - I I I II I II . ii QUICK DISCONNECT QUICK DISCONNECT -. - . - • - FITTING FITTING (TYPICAL) • 'fALVE VALVE 1MALVE :Ps1: YS2 1.S3ENGRAVED PHENOUC PLASTIC NAMEPLATES AND VALVE BOARD 4 D LEGENDS MONUTED TO BOARD WITH 2 BRASS TRUE UNION -I:ON 1. -J'ON "I- ..1,ON .I. SCREWS EACH(TYP). NTS 8 16 9 PANEL MOUNTED = _ : 14" • •••• •... BALL VALVE •- - •-- -... (TYPICAL) 0 F OFF� O I OFF-1 O E OFF• — ��� VALVE IDENTIFICATION NUMBERS ��� VALVE LOCATION VALVE BOARD 1 VALVE BOARD 2 VALVE BOARD 3 VALVE BOARD 4 • • EQUIPMENT • CONDITION SS1 SS2 SS3 SD1 SD2 SD3 TS1 T52 TD1 TD2 PS1 PS2 PS3 PD1 PD2A PD2B PD3 .. 2•- 0" COLORED --__•,• -., 3/4 MARINE GRADE PLYWOOD W1TH BUFF 1/2"PVC PIPE - -- -- -- •,_ - •• - SATURATOR 1 ON ON a • ON ♦ • • • • • . • • • a • . PLASTIC LAMINATE EACH SIDE AND ALL ENDS AND FITTINGS --_ 1 SATURATOR 2 ON OFF • • OFF • • • • • • • • • • • • • WITH SILK-SCREENED LETTERING AS SHOWN. -- -- - - -- •• -- -- .. ... • ON • • ON • • • • • • • • • • OFF • OFF • • OFF • a • • • • * • •• •♦ •• MOUNT ON WALL BEHIND METERING PUMPS. . VALVE . • VALVE • SATURATOR 3 ON • • ON -• • ON • • • • • • • • • • • _TOE- .TD2: OFF • • OFF • • OFF • • • • • • • • • • • -r ON 1- .I ON ,I- DAY TANK 1 ON • • • • • • ON • ON • • • • • • • • 6. OFF ♦ • • • • • OFF • OFF • • • * • • • • FRONT BOARD MOUNTED DAY TANK 2 ON • • • • • • • ON • ON • r • • • • • ' VALVE HANDLES WITH OFF� OFF • • • • • a • OFF • OFF • • • • ♦ • • PIPING BEHIND BOARD - --•O F OFF 1 `c OFF•I . TYPICAL BOARD 3 ONLY FEED PUMP 1 ON • • • • • • • ON • • ON OFF • • OFF * • • • • • • • OFF • • OFF • • • FEED PUMP 2 ON • • • • • • • • . • ON • • ON OFF • - (TO WELL 8) OFF • • • • • • OFF • • OFF • • ---- - FEED PUMP 2 ON • • • • • • • • • • ON • • - OFF ON • _(TO WELL 9) OFF ---•--- - - • • • • r • OFF • • • OFF • --- FEED PUMP 3 ON • • • • • • • • • • • • ON • • OFF ON QUICK DISCONNECT ►4 a-- -- :j-- ®• OFF . ♦ • • • • • . r • . ♦ OFF • • • OFF ill:// FITTINGS (TYPICAL) eV 114 • VALVE POSITION DOES NOT EFFECT SPECIFIC EQUIPMENT OPERATION MOUNT BOARD3BETYYEEId LEGS • :". •F',•� VALVE MATRIX FOR FLUORIDATION PIPING ' E— - CITY OF RENTON OF PUMP SHELF 10 °F -m°s y•1, NTS 8 16 j WATER PROJECT NO. W-851 -FLUORIDATION VALVE BOARD 3 G �,•p � ot ,4LD s,r:E,T VALVE BOARD DETAILS NTS 18 169 , •••.•�:�+= P.D.BOX„eD FLUORIDATION BUILDING In Engineering UTOgAI Ea. PYRNWID.WASH.98033 (2De)827 6aoo FILE EN06 REVIEYIED SCALE DALE PLOT SHEET (toe)4sa 024L - - FLUOR9 MLS RHH SHOWN SEPT 18. 1986 48 9 OF 19 NO. REVISION BY APPR. DATE EQUIPMENT SCHEDULE A-14 PANEL SCHEDULE — ____ - _ CONTACTOR COIL FOR - - PANEL B (RESTROOMS) 120/240V, 10, 3W, SURFACE MOUNTED, 200 AMP MAIN O7 EXTERIOR LIGHT WITH LEXAN LENS COVER EQUAL TO VOIGHT 0-36-000 _ Ili: WITH 55 WATT LOW PRESSURE SODIUM LAMP. PROVIDE EACH LIGHT DESCRIPTION VO• LT-AMPS WIRE BKR CKT CKT BKR WIRE VOLT-AMPS DESCRIPTION WITH PHOTOCELL CONTROL AND EACH INTERIOR SWITCH WITH THREE i 190FI SIZE NO NO SIZE POSITION CONTROL LABELLED "ON/OFF/PHOTOCELL. , 02 INTERIOR FLUORESCENT LIGHT EQUAL TO "WAKEFlELD" 4 TUBE WITH HOT WATER HEATER 2250 10 30 1 2 30 10 1500 UNIT HEATER (MEN) INVERTED LAY-IN FIXTURE FOR FLUSH MOUNTING IN SHEETROCK. I 1160 " 2250 i0 2P 3 4 2P 10 1500 LOCATE TO CLEAR MECHANICAL EQUIPMENT. + RECEPTACLES 900 12 20 5 6 30 10 1500 UNIT HEATER (WOMEN) LIGHTS (WOMEN) 600 12 20 7 8 2P 10 1500 03 INTERIOR FLOURESCENT LIGHT EQUAL TO"WAKEFlELD" 2 TUBE WITH L __I CONTACTOR COIL LIGHTS AMEN) 600 12 20 9 1030 10 2300 HAND DRYER(MEN1 INVERTED LAY-IN FIXTURE FOR FLUSH MOUNTING IN SHEETROCK. THERMOSTAT FOR HEATER LIGHTS STORAGE) 275 12 20 11 12 30 10 2300 HAND DRYER(WOMEN (2 STAGE) HIGH TEMP. SPARE 1S 14 SPARE / LOCATE TO CLEAR MECHANICAL EQUIPMENT. CUTOUT IN HTR. SPARE 15 16 SPARE • 04 WALL VENTILATOR EQUAL TO "ACME DYNAMASTER" FQ14F4, LOADS 3750 3125 5300 5300 LOADS • 1/3 HP, 1800 RPM, 1 PH, 120V, (2 REQUIRED) TOTAL VA 17,475 A-16 TOTAL PANEL LOAD 73 AMPS ® UNIT HEATER EQUAL TO "TRANS" NUMBER UHEC-051BOA0, S.OKW, 240V, 1 PH, COMPLETE WITH WALL MOUNT SWIVEL HARDWARE AND H REMOTE THERMOSTAT CONTROL(40 TO 90F) (2 REQD) I HUMIDISTAT TA PANELS A AND B SHALL BE UL SERVICE RATED. © UNIT HEATER EQUAL TO "TRINE" NUMBER UHEC-031BOWA 3.3KW, PROVIDE CODE GROUND AND BREAKER 240V, 1 PH, COMPLETE WITH WALL MOUNT SWIVEL HARDWARE AND L UNIT MOUNTED THERMOSTAT CONTROL(40 TO 907) (2 REQ'D)07 i gpFl PANEL SCHEDULE PUMP AND VALVE CONTROL PANEL- SEE DETAIL AND PddD OB SOLENOID VALVES FOR MAKEUP WATER - SEE PddD 6 I ! i0F H2 PANEL A (FLUORIDATION BUILDING) 12o/240V, 10, 3W, SURFACE MOUNTED, 200 AMP MAIN ® SERVICE ENTRANCE RATED POWER PANEL(2 REQUIRED) SEE PANEL N\ SCHEDULE, 200 AMP, 120/240V, 2PH, 3W. L -J DESCRIPTION VOLT-AMPS WIRE BKR CKT CKT BKR WIRE VOLT-AMPS DESCRIPTION THERMOSTAT SIZE NO NO SIZE O UTILITY BIWNG METER PER P.S.P.L STANDARDS (2 REQUIRED) (2 STAGE) UNIT HEATER(STOR) 2500 10 30 1 2 30 10 2500 UNIT HEATER(FEED) . 10 ELECTRIC HAND DRIER EQUAL TO "BOBRICK" NO. B200 115V, 1PH, 1100W 2500 10 2P 3 4 2P 10 2500 ® HOT WATER HEATER EQUAL TO "NATIONAL ELECTRIC" ND. ME-30, HEATER AND VENTILATOR VENT1LATOR(STOR. 864 12 20 5 6 20 12 800 VENT ILAI°RIF EEU) DEHUMIDIFlER(WEST) 700 12 20 7 8 20 12 700 DEHUMIDIFIER(EAST1 /111• O DEHUMIDIFIER EQUAL TO "WHITE-WESTINGHOUSE" NO. ED257C, 115V, CONTROLS OUTLE(NORTH) 1150 12 20 9 10 20 12 800 UGHTS(SOUTHI OUTLETS 1080 12 20 11 12 20 12 900 OUTLETS(FEED ® CHEMICAL FEED PUMPS EQUAL TO "PENWALT" SERIES 44, 1/4 HP, PUMP PANEL 1500 10 30 13 14 20 12 100 HIH VENT CONTROL 115V, 60 HZ, 1 PH. SPARE 15 16 20 12 100 HER VENT CONTROL SPARE 1/ 16 SPARE O MAGNETIC TYPE INTRUSION SWITCHS FOR DOORS SPARE 19 2U SPARE MUSHROOM TYPE PERSONNEL PANIC BUTTON-CONNECT TO UNUSED CONTACT IN SPARE 21 22 SPARE ® SPARE 23 24 SPARE WELL ND. 8 TELEMETRY EQUIPMENT. LOADS 6014 4280 4200 4200 LOADS TOTAL VA 18,694 • 0 TOTAL PANEL LOAD 78 AMPS 1 r D-- -I--L--E-:--1--L--C-D- a--I--L a 0 JT GFCI CI I ¢N i . 1 1"1 / 1 / \\ ` •• /I ulJ CHEMICAL FEED PUMPS .-'SEE S12 CABINET- " ALL RECEPTACLES B-9 I I �A-8 1 \ 1 2 3 IN RESTROOM AREA TO BE GFCI 1--I / I I O O • * o• — e - 0 TYPE I I / • , H -1, I / hh — I RTM ) I RTM ) ( RTM ) RUNNING TIME METER • I / �e,� I II I / iQ�'(y4' — .I./ ,.Y'(O L 0/C ) ( 0/C I ( 0/C ) OPERATION COUNTER I I _� II y y o O O \ 9 f l PUMP RUN INDICATING LIGHT I , 0 I I / I GT HOA SWITCH SET FOR EACH PUMP I(g_10 n / I 0 FUTURE GARAGE DDOOR HAIo AU10 moo lulu AUID HAND=ON MAINTAIN CODE CLEARANCE _17 ,fy I I I ZOPENER y 8 AUTO=CONTROL FROM APPROPRIATE WELL STARTER �� I LI Q_ + 0 ` A-13-, — �� — _Li 1L2' CONDUIT TO WELL SWITCH TO SELECT CONTROL ORIGINATION ,`�'-"" C I / I ( � �� C FOR LEVEL ALARMSCABINETY SSII FNOID VALVF4 FOR FEED PUMP NO. 2 n I B-12 1(14. MT.71T�'1' I I AND PUMP RUN REPORT � y� PANEL B I O J I, I I \ I 0 1__I BACK FOR PUMP CONTROL a CPEII �.l 1)AX f,l (915 VALVE OPEN INDICATING LIGHT I' 11--II \ / b,2® i I \-QI� 1 I CEILING MOUNTED FOR 8-51 I �� I I BAG FEEDER VACUUM H NI Y�( (1 "+ I I ;03 / — in arm CIDg >✓( CIflg VALVE CLOSED INDICATING LIGHT / ri 1Jo I s W II o� 111 O 1� H TOSWITCH SET FOR EACH VALVELIB-7 \ 8-6,8�\L c O o _i • `- AUTO=CONTROL FROM DAY TANK LEVEL • A ®I ��A-7' -' A_gF. A-12 `2,4 I I ALTERNATOR POSITION. I I , ® \ ' / OS I I C CITE C ALTERNATOR POSITION INDICATOR- ,/p/, A-10 ® a ACME M ACME INDICATES ACTIVE SOLENOID VALVE LL— of I 1 L _ I ..„ ' FROM AUTOMATIC ALTERNATOR. L -7-Z_L_S- .-, _ __� 43, J-al 0 .1__L_s- Z__L- __1J JA-11 _ P�f''o Pi.i f gr. ABOVE WORKEIENCH • , ti TO EXIST. TRANSFORMER :°•�`�. _; PUMP CONTROL PANEL (2) 2" CONDUIT W/3-//3/0�T AY Lam' ;5 s• I • / EACH CONDUIT FOR SERVICE 1/2" CONDUIT TO WELL 9 FOR j CONNECT THIS CONTRACT :�,,. cA�E��c;`„?� PROVIDE NEW 120/240V TRANSFORMER • •• 611- CITY OF RENTON BUMF RUN REPORT^BACR 7IAD IF NECESSARY .f,"'�-- EK.� CHEMICAL FEED PUMP CONTROL WATER PROJECT NO. W-851 -FLUORIDATION FLUORIDATION BUILDING ELECTRICAL PLAN P.O.BOX 11801REEr FLUORIDATION BUILDING /7+ P.O. MA ET _ ELECTRICAL PLAN �� EngMcerlu g 2(06)82i Bf00 98033 8.0 exm ern 611a am year (208)453 0241 NO. REVISION BY REVIEW DATE FLUOR15 DRE RHH SHOWN SEPT 18, 1986 48 10 OF 19 • Fj SATURATOR PIT-SEE 0 BAGFEEDER- SEE SHEET 7 ND /. FOR DETAILS FLOOR DRAIN (TYP) APPROX. LOCATION OF TELEMETRY 50 GAL SATURATOR- (TYP OF ANTENNA. CONTRACTOR TO VERIFY NEW UNDERGROUND POWER— . NOTE: 2)SEE SHEET 18 FOR DETAILS EXACT LOCATION IN FIELD. NOTCH SUPPLY TO TALBOT ROAD- PROVIDE NEW TAP W CORP. GRATING NOT SHOWN ROOF TO ACCOMODATE ANTENNA. APPROX. 400 LF STOP ON EXIST. 24"D.I. OVER SATURATOR PR EXIST. CONTOURS SEE SHEET 11 FOR SHOWER AND EYEWASH 1- EXIST ASPHALT ACCESS MAIN (SEE PIPING ISOMETRIC) .E AND GRATE ROAD- REPLACE DISTURBED o PROPOSED CONTOURS `- -_ -- --- -----— -- - - - -SUPPORT-DETABS---- -- -1T=8'-- - T-2'- --- - _ -- __- - - _- -_ - _ --_ -AREAS - —-___ -_ _- ---P_ROP_OSED ROCKERY_ _ _ ____ -•. _ EXIST. OVERHEAD POWER RENTON STANDARDS ER ,,18 I I SUPPLY W POLE- REMOVE EXIST. GRAVEL ACCESSD. \ I I I I I I / SFOPERATIONA R SUPPLY N.I' �`ti \\\\ I I I I / EDGE OF PREFORMED METAL ROOF CD ROAD- RESTORE \ /T\ L___J / DISTURBED AREAS. / ,,dry \ 1 1 I ii I I I r r I �1 I I I 1 I I i / VIP J,/ _SAFLTYCAWNETSEE :____WORKBENCH-TOP 42g-zG5ABOVE FLOOR OSX TYP } P lal :__ :: I / �REMOVE EXIST. CONCRETE ���%1:.XfS';lsM;;;::;'.:::"':'a:.:..:::::.. �.:�.n C - p \ WASH SINK I PAD TYP OF 2) ': 1�P...r::;( :::;:. ..:*:> .a:::..:.1 - O / ( ^ '" �:>'" i EXIST. FLOWMETER IN VAULT 3 . ' r_r I/ ----- 14ANII.(INs> >: );::5i::<:2; NEW 1 f `/ .--r-r-- ROOF RIDGE ::{;;:>.;,.;_,:;: 1 -REMOVE VAULT AND CONSTRUCT "0 19'-6' I---�_ -- 4 Y .n. -T --}-- B1DG i 4' METER PIT AROUND EXIST. / WATER SOFTENER O"� 1 1 I I I �� \ Y MATCH GRADE .!!!Fe "%"d:• FF 122.3 f� FLOWMETER (SEE THIS SHEET) DOUBLE PANE WINDOW / R j17— I \ M I �,:':::'r:.if;<s;5'; 91D _ �M 1 - i :;;:; t.:.�'_..:.;,.. 2.3 EXIST. TELEMETRY CONNECTION TO REMAIN 24'X 24" 4 r�H ($J O 4_p \- \ i I CONCRETE FLOOR SLAB �.Y.��p?�� q• 1?8 1_ STEP FOOTING EA.SIDE PIT(TYP)---`I - / 10'-9" I 1 i ' :':: ::•„:::::::. :.BRAIN 1' ' METER AND INJECTION PIT / Q 2% ESLOP W/2' THICK GRATE l` r; T-10" • �_ QO`I I 8'-10" COVERING OPENING n !rr■ T g\ CP'R WB X 58 ROOF SUPPORT NEW 8' DIA. RECAST CRETE flill \L-- --- ■rrr = L -0�,,,1 --- Q t \ MANHOLE W/ LID LO K G COVER, TOP DO OOWEOR FO' 0���-- -_ _ r� • �L J I BEAM -SEE DETAIL THIS SHEET TOP EL. -121.30 (TYP) I X--� OPEN BASE EL-108.40 DISTURB Sj ORES,�jRO _ / \ ,/oil \ \\ /BELOW 1 1 �_ I \ I IE 6' IN -113.40 \ZO /'(O 116 I I 10 I I T-f-I I- �_1� I ' i + r1.-vC\1-----------------__ „B EXIST. 24' D.I. WATER I t- \\\ I I I112 {;6 ��`, CONCRETE WEIR MAIN. DO NOT DISTURB j 1 / I I 1 A/ s-r�y r—r8" STD. WT. PIPE BEAM /� L 1 �I NEW CONCRETE PARKING AREA- 4" MIN. SUPPORT ON 24" X 24" X B' �' THICKNESS OVER 2" COMPACTED BASE --� / / \ \ \ THICK SUPPORT BLOCK WI#4 • /- COURSE WI W6x6 1.4x1.4 W.W.M. PROVIDE CENTERLINE OF WALL 25.-6" 17'-0" AT 8" E.W. T&B. 112 /' EXPANSION JOINTS AT 15' 0.C. SLOPE TO / VENTILATOR. 5"-6" FIRE EXTINGUISHER J \ DRAIN AWAY FROM BUILDING ABOVE FLOOR / \_ EXIST. CONTOURS CHLORINATOR RELOCATED FROM HOSE BIB 1 EA. SIDE OF WALL v CONCRETE APRON- 4" MIN. THICKNESS EXISTING LOCATION BY OTHERS OVER 2" THICKNESS COMPACTED GRAVEL HOSE RACK W/50' 5/8" HOSE W/W6x6 1.4x1.4 W.W.M. AND EXPANSION _ _ _ NEW 8" CENTERLINE OF WALL AND NOZZLE(1 EA. SIDE OF WALL) JOINTS EVERY 12' - SEE SITE PLAN SPRINGBROOK SPRINGS _ _ CMU WALL VENTILATOR, 5'-6" BOOSTER PUMP CAST-IN-PLACE THIS SHEET FOR OVERALL DIMENSIONS ABOVE FLOOR CONCRETE SUPPORT BASE -SEE DETAIL�1 "ON- NKEPO7"GR0� gip PLAN -7-1 CHLORINE LEAK DETECTOR -RELOCATED I-tz' T 1 FROM EXIST. LOCATION BY OTHERS ' I N SPRINGBROOK SPRINGS - "'� ' AT 16 1 1 BOSr 6"MU WALL FLOOR PLAN 1 1 SCALE: 1/4" = 1'-0" L-J WOOD ROOF TRUSS BY MFR. NEW/EXISTING CMU PREFORMED METAL ROOF WALL CONNECTION _- NTS - / 12 W8 X 58 BEAM r 9 COPE FLANGE ) CONTRACTOR TO REMOVE EXIST. �% I1/4 TYP —CONCRETE ROOF AND RESTORE \ - c----------'------- ----`- � ) EXIST. CMU WALLS TO MATCH JI JI I TOP OF NEW WALLS OF BLDG. `_____�• �`___` rm _ _ _ R\�\. F-2'-6" TYP ADDITIONS. DO NOT DISTURB SMOOTH FACED CMU 8x8x16 ' INTERIOR CMU WALL _ GO" EXISTING EQUIPMENT. I/W8 X 58 BEAM © - - - G ' METER ANDE IS ALLON PIT \'OO\1�E - 5U\ROG S�O�P "CFEXIST. CMU O WALL PATCH NECESSARY `______` `_`MIMI�'� 8'-8'MIN. _ W/2'RECESS SIDES - GN M O / = FOR GRATE SUPPORT = (L = SIORP FOR WEATHERTIGHT STRUCTURE.. i -- - --- -- - - - - -- -- - - ALUMINUM FRAME LADDER- --- - -- � �- -- - - ---- - - --___-- - -- - -- --- --- ---- - - -- I I ► � FOOTING BEYOND - / BOLTED TO METER PIT - - - - - - ---- ------ ---- - -- - ------ METER PIT / WALL-SEE SPECS F FF EL 122.3-TO MATCH EXIST. s ��I 12"X12"X1/z" STEEL _ C TYP /*- -r/Z/////:�///, ////// //// Mmwoom PLATE • -✓ / 8" STD. ff. POST {4 AT 12"O.C.LW. ~�✓x}.� I i r 1 J CMU WALL CENTER IN SLAB / 1 EXIST. CONCRETE FLOOR SLAB TO REMAIN, DO NOT DISTRUB OVERLAP JOINTS 2"-0'MIN - ��� -��� NEW CAST-IN-PLACE CONCRETE FOUNDATION / �'-s3 - �� ROOF SUPPORT .BEAM DETAIL 11"�/ II II / SATURATOR PIT- SEE _ J 8.-I�-- II -� DETAILS Q NEW CAST-IN-PLACE CONCRETE FLOOR SLAB NTS ; ---- OR AS NECESSARY TO PROVIDE -- ---i ////////� NED ��" CLEAR WORKING SPACE AROUND ( e.0- F' ,� CITY OF RENTON �, EXISTING FLOWERER CENTERAIN AT 'o.c. V WATER�4' .I BUILDING SECTION aP,IN SLAB • %°, ?�S� WATER PROJECT NO. W-851 -FLUORIDATION OVERLAP JOINTS z'-°"lEN EXIST.WATER METER SCALE: 1/4' = 1'-0" �� %.A\ w `,r;Q% SITE PLAN AND MECHANICAL PLAN C,3TE1_',,;w: 1410 MARKET STREET -•a r - P.O.BOX neo SPRINGBROOK SPRINGS 41111. ���SiQNAa.... P.O. ND,180 98033 (206)627 8400I NIA FAER AMMO MMIX GATE PLOT 51aT Engineering (206)453 0241 DATE ORE ��' �`��'� NO. REVISION BY APPR. DATE FLUOR4 TVP RHH SHOWN SEPT 18,1986 48 11 619 NOTE: PREFORMED METAL ROOFING- SEE SPECS // -- MAINTAIN MINIMUM 3' CONCRETE ' COVER FOR CONCRETE CAST / _— _____ _ _ AGAINST EARTH (ACI 7.7.1) ROOFING FELT -- --- ---- 1/2' STRUCTURAL I CD J _--——---— -------— — -- EXTERIOR-PLYWOOD_SHEATFiJNG 12 2- #5 HORIZONTAL � � � /—FOIL FACED GATT (BOND BEAM) LAP (�i����i_ffii"'.F 8" _______:12 INSULATION- R24 • �/ TRUSS BY MFR TOE NAIL (2) JOINTS 2.-0" MINIMUM iEm`assr 16d EA. TRUSS Ili GUTTER SECTION OVER DOOR AREAS �4 j5•�� I e�,� JhJ III #S AT 32' O.C. SMOOTHED FACED CMU I'■ CENTERED IN CELL 2 X 8 ROUGH CEDAR II L FASCIA (STAINED NATURAL) 2115 8 X 8 X 16 AND FlLLED WITH ■�� GROUT 2•-6' �- • 2' STRUCTURAL I CD INT. i • 1/2• TYPE 'X' GYPSUM WALL WHITE FINISHED AND PAINTED i 1/2' CD EXT. ROUGH CEDAR __ III • PLYWOOD (STAINED NATURAL) ■i■ 1/2• X 3"ROUGH CEDAR MOULDING- BRICK WALLS ONLY SCREENED SOFFIT VENT PER UBC ' 2 X 8 PLATE CONT. W/1/2" DIA. X 1/2• X 3' ROUGH CEDAR I MOULDING (STAINED NATURAL) 7' LONG ANCHOR BOLT AT 48" 0-C. MAX R ..,-----SEECPLAN VIEWS WALL VENTILATOR- MASONRY REINFORCEMENT DETAIL SMOOTHED FACED CMU (TYPICAL) NTS �S 2 COURSE BOND BEAM W/ TWO y5 CONTINUOUS- LAP II JOINTS 20' MINIMUM • 3/8" JOINT TYP PER UBC (POINTED) 8.-0" MIN- 18'X 24' CONCRETE CURB FOR CHLORINE BOOSTER PUMP SUPPORT \ y5 VERTICAL AT 32" ) • �—, O.C. HORIZONTAL 3/4' CHAMFER--......„.„......1.--24' #3 AT 6' O.C. E.W. (TYP) '• • TYP HORIZ JOINT REINF #9GAAT32' 0.C. CONCRETE FLOOR SLAB (;:>: 18' .`"a''".'`: :�': 8" X 8" X 16' CMU 12 COURSES AT 8• = APPROX. 8•-0' �;�i2::r:..` ...,...::?f:..:...; 0.5% APPROX. 3 6 COVE MOULDING 3' PLASTIC ALL AROUND 1 COU RSE BOND BEAM W/ JOINT FILLER 2- CONTINUOUS 1 2• PR EMOLDED N ....-. .. ... .. .., tCONCRETE WITH N5...... .... ... ... .. .. .. 4" THICK 0 CRETE SLAB -' s•1 W6 X 6, 1.4 X 1.4 W.W-M LAP JOINTS 20' MIN.—\\ (SLOPE AWAY FROM BLDG. 0.5%MIN.) 1 CAST-IN-PLACE CONCRETE FLOOR 1/2• PREMOLDED JOINT FILLER I \ $4 AT 12' O.C. E.W /-- CENTERS SLAB BOOSTER PUMP SUPPORT BASE B \ 4•-0• i SLOPE AS SHOWN IN PLAN VIEW- ,29.3 1 lair S W :::4�: 'ee:+:';� NTS 6' ' N5 HORIZ- AT ... . : ��- -'��"- `' • 12' O.C. _,� 10 MIL POLYETHYLENE VAPOR BARRIER- 1/2•-{ 1•-6' 1/2' 2.-4" :` \UNDISTURBED EARTH -1- STRUCTURAL BACKFlLL COMPACTED TO •".`' :?�.:'?�.-,�-� 95R PER ASTM D1557 (MODIFlED PROCTOR) ' r' TO UNDISTURBED EARTH 8' / ' "%i �;!L.4ei.+' '_4' PVC PERFORATED DRAIN PIPE B 1 18 FULL DEPTH SHELF B 119.6 ^'•r"` -SEE SITE PLAN FOR DRAINAGE HINGE- HASP— ANTI-THEFT TYPE F—9' CAST-IN-PLACE CONCRETE �•Y+ QD INTO WALL 18'LMINENDS 0 I r �' 1•-6" WALL FOOTING 8" —e' - 8" -- Fr //5 HORIZONTAL CONT. liii.'''\ 14 GA. FRAME, SHELF SECURE TO WALL(IN LOCATION SHOWN) AND DOOR. WELD ALL ANCHOR/BOLTS CONNECTIONS AND GRIND �� g• sMooTH. / (TYP 4 CORNERS) NEOPRENE DOOR TYPICAL SPRINGBROOK SPRINGS WALL SECTION A _ �' SEAL �� SCALE: 1' = 1'-0' I 4'-3" TO GRADE 'S4 FEij. DOOR - • 1� AO o I ; PIANO HINGE ' ,. _ 09i4`p ;_,�.. :. CITY OF RENTON SAFETY CABINET DETAIL �JIQN►_E"= WATER PROJECT NO. W-851 —FLUORIDATION NTS SECTION B SPRINGBROOK SPRINGS \� Z 1410 MARKET 1100 ' STRUCTURAL DETAILS P.O.BOX 1MA KUaa.w0.MASH.08033iiiiiiiiiiiiiiiiiiii...... .. .... swA�: 0241 EM • CCU%A9 (206)B27 qIf EN91.REEDSQL DATE PLOT (206)453 oa�1 NO. REVISION BY REVIEW DATE FLUOR12 TVP RHH SHOWN SEPT 18, 1986 48 12 0 19 ..................:.........................,...,..........„..........,.......„.......„................„.. _...................i.........,..............:..„.. ,,,, // ,„,„„::.:,... .,.....,....... / / , Ji , ''-'41-4-0 :::,. .:„. ./ ---- -- - - - ---- --- ----- ---- pVC CHLORINE- 5 TOPS ORINATOR-- _.--- - 3/4 E SCA ...,.....?...........,...„........„„g,„.,....„:„:„;;-;:-:-:. IN - 0 R _ L- H-- C 0�\� FROM .:..::::. O GPZ ::�:e:x:a. I 1 io. WALL OUTUNE� Ii. iI` •II ,tl III'-,, ........::_ CHLORINE GAS FEED LINE IRON PIPIELINCE NTRACT �� UCTI-E ni15 20 D STOP .:.:'�rri .r;trrrrr.rrri:riiz STING CORP• TAP EXI P D BACKPRESSURE ��{3 4 �1 2• SOLUTIO N FEED SUSTAINI V / SUSTAINING ALVE AND CHECK VALVE,-�\�' OVERHEAD SHOWER,MIIE'':'''`������������ �•ROTAMETER pULL-CHAIN 4• DRN TO FLOOR DRAIN .::rr::r::�r�awi- ::..:�:.:..:.:.:�::::.; PRESSURE i�SUMP • 3/4• EMMERGENCY / BYPASS VALVES \ PE FLOW •,1 1 \ 2X :A,: 0LJ .e. TYP I CA) RTU R A T 0. aON34 S I II SOLUn / 1 2 W 0R R VE E \ K 0 EA ON R d::'u n e L M0 UPIPING C U�// YPASS A / B VI I / AL IIC L TYP A C - I )R1 8RATO ( SEn! O �� /I SAj � - 1/2• BRAIDED VINYL TUBING:.. .::._;;.,_ � , Wlni QUICK DISCONNECT..::.... :. \ .� �u - NEEDLE VALVES . FITTINGS ON EACH ENq.;i;;,.:;;" \ ICAL) TYPICAL \ I (� ��'����� i ( ) ',Y SATURATOR LVE BOARD 1 ..:;; .. D VALVE BOARD 4 `�`.' \ I _ r� VA � B / ' - 13 14 ��I 3/44;`WRAA3ED VINYL TUBING % \ I }+ I f10SE BI I WkiH'QLt10K DISCONNECT 1/2• BRAIDED-� er°. NGS ON EACH END O VINYL TUBING + I I�d'8 FLOW METER\�l (TYPICAL)VALVES .. CEMICAL FEED '.j..c,'.(-:1'•YpICAL) TYPICAL) /+�I I jl I PUMP 2 �// I I - OFTENER OW ANK \' 0 pCKFt DAY T '\ , / N E. u I 1 N E VI C I D E CHEMICAL / � N FEED VALVE 0�,r:�: c; DRAIN A J• \ - I I ` I ,• PREVENTI PUMP 1 ii"�'��' I l\r r / I I \� J,I '�' I . \ ,11• ' ...,;t:"':'::�.•� _� :• _;;I IPING RINE FEED P �I• iJ. )� 0 KER ,I 1/2•SOLUTION ' � ANK .j \\ •� ~ I -BRINE MA LINES TYPICAL DAY T ` MAKE IPING .I�, ( ) . I %i &\' \ - I FEED P T 0 R � A� I N R r / \ CHLO ..::::::..:... • ' �11�, / I \ \ I PIPING \ SOLUTION/ ATOR J \ \ ORINE S j • / DRAIN VALVE \\ \\ / V (TYP ICAL) CA L D E J S H OWE R FE s- I . VALVE BOARD 3 NG \ ' / PIP VE B OAR D 2 nirig \ - VAL I• ON \ I B n R A E G EN E \ 5 O FTE N ERR \ H G\ BENCIN ORKP WI_ TE P A S \ W • \ SINK �\ --...L....,..I A F7ENER FEE_:;:;i;: , SO 7'1 r \1......... \DRAIN P PING FLOOR . PIPING (2%SLOPE) 7-,311Ziliiiii.VITIF \ 1/ PPNGATOR 12 P OTABLE-\ / FEED _ SINK RINGS I/. - ROOK SP I 1/2• CHLORINE SOLUTION IN('`B G TO INJECTION - R v P IP IN :WRIATERIN"../LIN.: D Si FEE I/ ...:',6kP:•••.‘,... � R / R T FOR•O 1 C 1 R NG ISOM T ..::....:: • PIPI ........„, .3g,„..:... .. --....,-4: „...... 1/2' SOLUTION FEED _ -. - I t ' ............,...,... PIPING TO = V i JEPORT I INJECTION A # - \\ ENTON TION ;' I OF R ORIDA __ / CITY .FLU \ 1 I W 6 5 / + \ N.... ECT N0. ~-'-"{,`;`.,''`'� / 4• DRAIN PIPE TO �� _I / SUMP (z�SLOPE) 7 ? E •. WA R PRo�pIpING (SOME RUNGS J io _ GBRGOK SP I t 3» a �i3iCM�l � ®� illSg / / st�T -- DATE <// // r a »W seo REVISION \\\ \ //// `'� •� Woil 12 Epp NO f - 2'- 0• 2- O• --' MAX r MAX BACKPRESSURE SUSTAINING VALVE—\ ® • VALVE BOARD 1 ® • VALVE BOARD 2 • ► ® • VALVE BOARD 4 • VALVE , VALVE , •FLOW METER• _ • SS3 • SS2 40TE.,... 0 4 I [ O� _ _ -- - ____ UNION ——— 1/2'PVC PIPE _--—- ILI � ' ' _O _ 'i ---- AND FITTINGS ------- -- -- I I I I I I / J ' [� —---------- 3/4' PVC PIPE IrL-/il�- TRUE UNION M tAND FITTINGSBALL VALVE MAX _ff(TYPICAL) -y IO TRUE UNION I I I I .L 11-11 � _ BALL VALVE l , VALVE , Ll _ 1.- 10' -_ (TYPICAL) SO2 MAX Will U O VSD1� O I O 0 VALVE PD Ll VALVE PD2 — Il 11 • —] VALVE , ��. I SOLENIOD y QUICK DISCONNECT TRUE UNION_ ' t IIII BALL VALVE VALVES FITTING (TYPICAL) MAX �. PUMP 1 PUMP 2 • 1/2'UNION 0i4,n, 1 ►i4 ROTAMETER •FLOW RATE• •FLOW RATE (TYPICAL) _I I I I n n VALVE BOARD 1 A • _J ►� 1/(TY UNION I NTS ®® \ DISCO T OFFSET PIPE CLAMP EQUAL TO� DISCONNECT ill B-LINE 83148(GALVANIZED) (TYPICAL) B FITTING VALVE BOARD 2 NTS 114W �_ =_©Q PRESSURE BYPASS ______-----------------"-pi VALVE (TYPICAL) I __ 3/4' MARINE GRADE PLYWOOD WITH BUFF COLORED PLASTIC LAMINATE I f 0:4 1:4 BEACH SIDE AND ALL ENDS(TYPICAL EACH BOARD. MOUNT TO 1/2' PVC PIPE ...•VALVE BOARD 3 WALL WITH STAINLESS STEEL HARDWARE AND 1/2 OFFSET(TYPICAL) i AND FITTINGS _QUICK DISCONNECT OHO ' I . . FITTING QUICK DISCONNECT r VALVE 1fALVE , FITTING (TYPICAL) PS1 • PS2 _ —ENGRAVED PHENOLIC PLASTIC LEGENDS AND NAMEPLATES II MOUNTED TO BOARD WITH 2 BRASS SCREWS EACH (TYPICAL) VALVE BOARD 4 D TRUE UNION ,I'ON °I• : ONI, NTS ®� f `. PANEL MOUNTED BALL VALVE . .. .... .. .... (TYPICAL) 0 OFF•I O I.OFF 11' ' 6 2•_ 0• *4, VALVE IDENTIFICATION NUMBERS ►i� \r 1/2' PVC PIPE VALVE LOCATION VALVE BOARD 1 VALVE BOARD 2 VALVE BOARD 3 VALVE BOARD 4 • V AND FITTINGS `� •• .. : .• --• EQUIPMENT CONDITION SS1 SS2 SD1 SD2 TS1 TD1 PS1 PS2 T02 PS1 3/4' MARINE GRADE PLYWOOD WITH BUFF COLORED PLASTIC LAMINATE EACH SIDE AND ALL ENDS • :TD7: • SATURATOR 1 ON ON • ON • • • • • • • WITH SILK-SCREENED LETTERING AS SHOWN. • OFF OFF • OFF • • • • • • ,• MOUNT ON WALL BEHIND METERING PUMPS. SATURATOR 2 ON • ON • ON • ON 4_ OFF • OFF • OFF * • • • • ,• 8- . FRONT BOARD MOUNTED VALVE DAY TANK 1 ON • • • • ON ON • • • • HANDLES- TYPICAL � 0 I.OFF•I OFF • • • • OFF OFF • • a ,• BOARD 3 ONLY • FEED PUMP 1 ON • • • • • • ON • ON OFF OFF • • • • • • OFF • OFF • FEED PUMP 2 ON • • • • • • • ON OFF ON - OFF • • • • • • • OFF • OFF __ ® •VALVE POSITION DOES NOT EFFECT SPECIFIC EQUIPMENT OPERATION QUICK DISCONNECT 111 .?• ', ►i•4 FITTING . • �.St- •E'4%• VALVE MATRIX FOR FLUORIDATION PIPING © CITY OF RENTON -( MOUNT BOARD 3 BETWEEN C3+.� • Z, NTS ®W WATER PROJECT NO. W-851 —FLUORIDATION 2, FRONT LEGS OF PUMP SHELFs - ` = VALVE BOARD DETAILS / VALVE BOARD 3 s 3,�«E°t• ' ,,,u,w+ Ts,r+gr SPRINGBROOK SPRINGS NTS ®W • f lOMA....-0• P.O.BOX neo ( w (K(ilt10))dND.WASH.88033 FDE FN(i1 REVIEWED sul{ DAtE SHEET (208)8453 0 i ' NO. REVISION _ BY APPR. DATE FLUORIB MLS RHH SHOWN SEPT 18, 1988 48 14 OF 19 „, / Fi . EQUIPMENT SCHEDULE / EXISTING EQUIPMENT 1 EXISTING BOOSTER PUMP TO BE RELOCATED IN NEW CHLORINATION ROOM BY OTHERS, PROVIDE NEW POWER SUPPLY THIS CONTRACT. 2 EXISTING WALL VENTILATOR TO BE REMOVED AND ABANDONED. ABANDON EXIST. ELECTRICAL SERVICE. 3 EXISTING 4KW UNIT HEATER TO REMAIN. PROVIDE POWER SUPPLY FROM NEW PANEL - C-19 - 4 EXISTING INCANDESCENT UGHTS TO BE ABANDONED AND REMOVED. REUSE EXISTING ELECTRICAL SERVICE FOR NEW LIGHTS. - NEW EQUIPMENT PANEL SCHEDULE __ _ CONTACTORI COIL FOR VENTILATOR 1 EXTERIOR UGHT WITH LEXAN LENS COVER EQUAL TO "VOIGHT” 0-36-000 WITH 55 WATT LOW PRESSURE SODIUM LAMP. I - - --- ------ - O PROVIDE WITH PHOTOCELL CONTROL AND INTERIOR SWITCH WITH THREE POSITION CONTROL LABELLED "ON/OFF/PHOTOCELL". 1 PANEL C(SPRINGBROOK SPRINGS), 120/240V, 10, 3W, SURFACE MOUNTED, 200 AMP MAIN BREAKER 20 INTERIOR FLUORESCENT LIGHT EQUAL TO"WAKEFIELD" 4 TUBE WITH INVERTED LAY-IN FIXTURE FOR FLUSH MOUNTING 90F, DESCRIPTION VOLT-AMPS WIRE BKR CKT CKT BKR WIRE VOLT-AMPS DESCRIPTION IN SHEETROCK. LOCATE TO CLEAR MECHANICAL EQUIPMENT. 1 I QT., ( SIZE NO NO SIZE 03 EXTERIOR RECESSED SOFFIT LIGHTING. I6071 J� /H2 _ _ EXIST. HTR 2000 10 30 1 2 30 10 2000 EXIST. HTR 04 EXTERIOR FLOOD LIGHT EQUAL TO"AFCO" NUMBER 2V302. I \ _/ 2000 10 2P 3 4 2P,10 2000 ���CONTACTOR COIL UNIT HTR (CHLORINE) 1650 _ 12 20, 5 6 30 10 1650 UNIT HTR (FEFO) 05 INTERIOR FLUORESCENT LIGHT EQUAL TO "WAKEFlELD" 4 TUBE WITH SURFACE MOUNT FIXTURE FOR SHEETROCK. LOCATE TMERMOST T FOR HEATER 1650 12 2P 7 8 2P 10 1650 TO CLEAR MECHANICAL EQUIPMENT. VENTILATOR (V1) 1656 12 20 9 10 20 12 700 DEHUMIDIFIER (2 STAGE) HIGH TEMP. VENTILATOR(V2) 1656 12 20 11 12 20 12 800 OUTLETS CUTOUT IN HTR. )EXIST. © WALL VENTILATOR EQUAL TO"ACME"DYNAMASTER FQI4F4, 1/3 HP, 1800 RPM, 1 PH, 120V(2 REQUIRED) LIGHTS FEED EAST) 750 12 20 13 14 20 12 750 LIGHTS EXIST.) LIGHTS FEED WEST)- 500 12 20 lb 16 20 12 Two PUMP PANEL O UNIT HEATER EQUAL TO"TRANE" NUMBER UHEC-031BOAO, 3.3 KW, 240V, 1 PH, COMPLETE WITH WALL MOUNTED LIGHTS EXTERIOR) 500 12 20 17 15 20 12 80U OUTLETS SWIVEL BRACKET AND UNIT MOUNTED THERMOSTAT CONTROL(40 TO 90F) HTR, VENT CONTROLS 1uu 12 20 19 2U 20 12 500 CHLORINE PUMP SPARE 21 22 20 12 1650 HEATER ® SAME AS ABOVE WITH REMOTE MOUNTED THERMOSTAT CONTROL SPARE 23 24 2P 12 1650 PUMP AND VALVE CONTROL PANEL- SEE DETAIL AND P&ID. HEATER AND VENTILATOR SPARE 25 26 SPARE ® I CONTROLS LOADS 6550 5900 7550 7600 . TOTAL VA 27,600 TOTAL PANEL LOAD 115 AMPS O SERVICE ENTRANCE RATED POWER PANEL, 200 AMP, 120/240V, 1 PH, 3W. O UTILITY BIWNG METER PER P.S.P.L STANDARDS. 0- DEHUMIDIFIER EQUAL TO"WHITE-WESTINGHOUSE"NO. ED257C, 115V. O CHEMICAL FEED PUMPS EQUAL TO"PENWALY SERIES 44, 1/4 HP, 115V, 60 HZ, 1 PH. NOTE: EXISTING CHLORINE BOOSTER PUMP RELOCATED FROM EXISTING CHLORINE ROOM BY OTHERS, PROVIDE POWER SUPPLY 1. REMOVE EQUIPMENT AND WIRING NOTED IN EXISTING CHLORINE / ®® SOLENOID VALVES FOR MAKEUP WATER- SEE PddD BUILDING AND PROVIDE NEW WIRING AND EQUIPMENT SHOWN. DO NOT THIS CONTRACT. INTERRUPT OPERATION OF EXISTING CHLORINE EQUIPMENT UNTIL READY FOR RELOCATION BY CITY STAFF. PROVIDE POWER TO ALL EQUIPMENT SHOWN. ® EXISTING FLOWMETER WITH PULSE OUTPUT(0 TO 20 PULSE PER SECOND) 0 PPS= 0 GPM 2. NEW UNDERGROUND POWER SUPPLY AND TRANFORMERS THIS CONTRACT. / 20 PPS = 3800 GPM CONNECT TO EXISTING TELEMETRY ELECTRONICS. 3. DO NOT DISTURB OPERATION OF EXISTING AUTOMATIC CONTROL ® 4 MAGNETIC TYPE INTRUSION DOOR SWITCHS, CONNECT TO INTRUSION ALARM ON EXISTING TELEMETRY ELECTRONICS. 4. TELEMETRY EQUIPMENT. . PANEL C SHALL BE UL SERVICE RATED-PROVIDE CODE GROUND , ® MUSHROOM TYPE PANIC BUTTON - CONNECT TO UNUSED ALARM POINT IN EXIST. TELEMETRY ELECTRONICS. 5. ALL CONDUIT IN CHLORINE ROOM TO BE 15 MIL PVC COATED, EQUAL TO ROBROY. PROVIDE SEALS ON ALL EXISTING ANTENNA AND CONNECTION CONDUIT ENTERING CHLORINE ROOM. CEILING MOUNTED FOR TO TELEMETRY CABINET TO REMAIN EXIST. CHLORINE PUMP RELOCATED LEVEL ALARMS TO TELEMETRY BAG FEEDER VACUUM TO NEW CHLORINE ROOM BY OTHERS-PROVIDE POWER SUPPLY CABINET AND FLOWRATE PULSE TO METERING PUMPS \ THIS CONTRACT. — `C - - N i. r 1- -- - t �1 r , CHEMICAL FEED PUMP$ ��SEE SPECSA 12 ABINET- ®� 9/ ® l0 )\ \\4� © y C-1,3 �'II"��``�� REMOVE EXIST. ELECTRICAL ( RIM I ( RTM ) RUNNING TIME METER / / O \ ` \A © EQUIPMENT AND WIRING ( 0/C ( 0/C I OPERATION COUNTER // C% \\\ Q^\ ®9 1 1 THIS SECTION. y� PUMP RUN INDICATING LIGHT /0 L�„r, y/ i \ I f"l I _ NI w ex. I lurao ,� xuo AVID HOA SWITCH SET FOR EACH PUMP �6 C-10 HAND=ON �_ i �O�g.�' v N I G47 '� AUTO=CONTROL FROM FLOWMETER. �\ 11� _ `_ I /�p_ \ ,1, )ABANDON AND REMOVE �`` `�' \ REMOVE EXIST. INCANDESCENT \` — C-16 A LIGHTS AND REPLACE WITH SOLENOID VALVES \ \ `\\ �� \ / C-14 �� ABTEL ,L, CONDTU TTTOEEXTENTSE PO SIBLE 801 998 VALVE OPEN INDICATING LIGHT I \ / \ O o \ �O I p ?A r i 11 ,• pIY QOYY ODg VALVE CLOSED INDICATING LIGHT 1 C-22,24 4L_ . J LI 9,, J J 1 Gt r.Q T 1 -II - EXISTING SERVICE PANEL CFEN0AOT0 (PD70A�D SWITCH SET FOR EACH VALVE H7 ^ \ I I / \ ABANDON AND REMOVE AFTER 1 11 AUTO=CONTROL FROM DAY TANK LEVEL I -0 \ I I / \ NEW SERVICE IS OPERATIONAL / I �6 -5 71 I / ® C-9 `!\ I I / EXISTING TELEMETRY \ II C-20! I I / CABINET TO REMAIN- \ II _/ I I I 0•��/ DO NOT DISTURB \� II ALTERNATOR POSITION ALTERNATOR POSITION INDICATOR- , C�- C 7e C-15 OPERATION. ��J1 aG ,CAVE aG ACM E INDICATES ACTIVE SOLENOID VALVE x6rtee\ - �/ FROM AUTOMATIC ALTERNATOR. e18 10 0. l�j 1"j \ �� -,� 1GPi/ \\) ° ° .. PUMP CONTROL PANEL C-1 I LO.O LLD I ? ® I- v — L FLASHING RED LIGHT ® $ .. 'i - I J ACTIVE DURING DETECTOR ��``(( Z i _ ' Q ALARM. • r—).../ 9 ...., . �,... • ® N II 0 NEW UNDERGROUND POWER SUPPLY TO CHLORINE DETECTOR �' CITY OF RENTON i----— —n—-- TALBOT ROAD THIS CONTRACT WATER PROJECT NO. W-851 —FLUORIDATION KEY DISABLE SWITCH FOR •� II 2" CONDUIT, 3-#3/0 ALL DOOR INTRUSION ALARMS •. - ELECTRICAL PLAN AND DETAILS ELECTRICAL PLAN ,41auARK�„R�� P.O.BOX 1180 SPRINGBROOK SPRINGS KIRKLAND.WASH.98033 nelneerIng (208 827 8400 DATE FIE aLviF�D SCALE- DATEpibf SNIT (gas)453 0241 NO. REVISION BY APPR. DATE FLUOR10 DRE RHH SHOWN SEPT 18, 1986 48 15 a 19 Pilliiiii .11 STAIRWAY ACCESS 1/2" PVC WATER SUPPLY FROM WELL NOS. 1 &2 - 1/2" CONDUIT TO MOTOR STARTER 1/2" PVC FLUORIDE SOLUTION ONES TO - FOR EACH WELL FOR CHEMICAL EXIST. METER VAULT AT WELL NOS. 1 &2 FEED PUMP CONTROL INTERFACE -APPROX 65 LF. _ -PUMP ON WHEN WELL PUMP IS RUNNING AND DISCHARGING TO MAIN LINE PIPING. EXISTING ELECTRICAL PANEL- PROVIDE -PUMP OFF WHEN WELL PUMP IS EXIST. CONDUITS THROUGH CONCRETE WALL NEW BREAKER5 FOR LIGHTS, PUMPS OFF OR PUMPING TO RIVER FOR USE THIS CONTRACT, GROUT AND CONTROLS. FILTER GALLERY UNDER CITY (BYPASS PIPING)- APPROX. WATERTIGHT AFTER PIPE INSTALLATION SWIMMING POOL 40 I • [I3qi STORAGE. WATER SOFTENER I — —— — — — — — — — — —— _ ---` - ..ist fi__4_21, 3-50 GAL SATURATORS D I I TO NEK, _ _ _ I_ BREA f/-/ +._ —— EXIST.ELTO_ _XICT. OLII=� EXIST-FILIER� ExIS1.FILTER DO NOT DO NOT DO NOT T DO NOT __ /fI '.•`....II .,,_.11DISTURB DISTURB �ISTURB� DISTURB .--- \ 48-x36-x36' DAY TANK) ""%'`':;3,'! —,,.y� �• . SIZED FOR FUTURE USE IN `. :(� ;. tp ,-}- WELLS 1, 2 AND 3 ;:'.{D_'. oar- 4 _ xt • FEED PUMPS -{_.,Q! %} I I WELL 1, WELL 2, AND I' c I BACKUP, LOCATE ON EXIST. FILTER GALLERY PIPING \�, NEW 36- HIGH SHELF i i I NEW 4 TUBE FLUORESCENT LIGHTS DO NOT DISTURB (iYP) I SIMILAR TO FLUORIDATION BUILDING I OVER NEW MECHANICAL EQUIPMENT II I I — II I � I WELL NOS. 1 AND 2 EQUIPMENT POOL FILTER GALLERY MECHANICAL PLAN WATER SUPPLY(1/2" PVC) ISOLATION VALVE (TYP.) h ' FLUORIDE SOLUTION LINES TO NEW INJECTOR NOTE: PROVIDE POWER SUPPLY TO CHEMICAL FEED AT WELL NOS. 1 AND 2 FLOW METER PUMPS FROM EXIST FILTER GALLERY SERVICE METER VAULT, SEE DETAIL 0 WATER SOFTENER ' AS NECESSARY FOR A COMPLETE OPERATIONAL 1/2" PVC _ %V r�0 REGENERATORAND BRINE - t VALVE BOARD NO. 1 \ SOLENOID VALVES SATURATORIliiiii- VALVE BOARD NO. 4 _t O SATURATOR NOTES: 1. VALVE BOARDS SHOWN THIS SHEET SIMILAR I \ SATURATOR TO VALVE BOARDS FOR WELL NOS. 8 &9. /kil-11 • _ 2. LOCATE FINAL PIPING RUNS PER CITY DIRECTION. •� 3. PROVIDE PIPE SUPPORTS AS NECESSARY FOR A / ' • • ° SECURE 4. PROVIDEPIPING SYSTEM. POWER SUPPLY TO CHEMICAL FEED ROTAMETERS I ` u PUMPS FROM EXISTING FILTER GALLERY SERVICE AS NECESSARY FORA COMPLETE OPERATIONAL PRESSURE BYPA • SYSTEM. VALVE BOARD NO. 2 ti„PUMP 3 i J /' PUMP 2 �� � PUMP 1 • DAY TANK 1 • • • • ,,,, DAYTANK2 PIPING ISOMETRIC • li VALVE BOARD NO. 3 POOL FILTER GALLERY C. .�",�,ti �t� WATER PROJECTI N .W-RENTON FLUORIDAl10N ri ?�\of +'�'• i MECHANICAL PLAN `�k 1410P.O. MARKET et a cr WELLS 1. AND 2 - TEMPORARY •,... • KIRKLAND.BOX 1WA . CR1.1.i i 0 t Engineering 2N8 82 64N0 88N33 - NE MEP-RENE.) SCALE DAM DIE SHEET `+•Y_Rvuy IZ�� 0241 NO. REVISION BY APPR. DATE FLUOR7 DUB RHH SHOWN SEPT 18, 1986 10 16 a 19 TO CITYSHOPS _ 1.2.3 �^ THROUGH EXIST. TELEMETRY • 1. 3 • 0/C • __ EQUIPMENT WELL 1 OR WELL 9 r INJECTION PORT W W . AND ) ® -1 WATER SERVICEArkI �1L.ii7 ANTI-SIPHON VALVE ! ANO — © •—• • i i 11 Li AND v I I QQQ III E CHECK/BACKPRESSURE SUSTAINING e° _.- - -------r — —VALVE ALTERNATOR-TO-CYgF - -- \ -- REDUCED PRESSURE 1 OPERATION OF EACH VALVE ON BACKFLOW PREVIEWER I ��SATURATOR 1 fi I FILL CYCLE �� .SATURATOR VALVE BOARD 2 III VALVE BOARD 3 • --- VALVE BOARD 4 --, A 1 1 @$ 1 VALVE BOARD 1 •/ I r -------, I•I r ISOLATION , 9 �,i L---'J r SS1 , • I• I SD1 13 SATURATORVALVE ►, ►' ►' D4TAP FOR FLUORIDE LEVEL ► ►4 .--. 1 I ►4 I•—.i 1>1 PUMP CHECK I ROTAMETER PD1 TESTING SOLENOID/ /' i TS1 I O . I PS1 1 VALVE\ I/ VALVE • w- / / BREAKER �• \\�;I I b DAY TANK 1 —rI 1- 1• �• \. © QPD2A / b _ • . . M WATER SS2 /r Y' 1 I 1 I •. i' METER SATURATOR M PUMP ' WATER 2 ► V V I / P' SSURE t I / ISD2 I PS2 2 I / BYP SS VALVE SOFTENER FL p\ �J RESTRICTOR I TS2 Pr1MP�P ` X PD2B �- �.� — DAY TANK 2 —I—D4— f 1 _ • © Ll • PS3 1- ►/ ►/ ►4 PUMP REPORT BA / I SS3 - / / I \J I M PUMP I / PD3 ON EXIST. AUTO CONTROL ►4 ► .-. SATURATOR ►4 V V 3 L/ j EQUIPMENT 00 II,, ISD3I I • r L T 7-- % DS- -----J 'V OVERFLOW 3/4' PIPE PLUG J 1 1 \ / 1.2 0/0 ON TANK BOTTOM /• OVERFLOW \\\\` —.� Dt D2 1 1 � _.— . —.—.— . °IOI ( • \ 0 DRAIN 21 .—.— .—.-- OR 2� � { 2.3 0/0 II 410+1:, I---- ===== ----J L . �--•— •—•— •— —Iffh fibehigik • L PIPING FROM PRESSURE BYPASS VALVES J CHECK/BACKPRESSURE(I�''J3 ©v WELL N 0 S. 1 & 2 ! ® SUSTAINING VALVE r+ DRAIN TO SANITARY SEWER L.__IWELL N 0 S. 8 & 9 L. ® m muck TO CITY SHOPS THROUGH _ •— •—- ITYI/ __ EXISTING TELEMETRY EQUIPMENT WELL 2 OR WELL.B INJECTION PORT j 1.2 r•-•-•-•- •_ TO CITY SHOPS 0/C �� — �� THROUGH EXIST. TELEMETRY -� TO NEW INJECTION PIT • 0__ T __ EQUIPMENT ® 2 _ _ —I II H AND ® 0/C •—• I ANTI-SIPHON VALVE 11 •1_1 AND —. v I TO CITY S10PS - III PIPING FROM PRESSURE BYPASS VALVES CHECK/BACKPRESSURE SUSTAINING VALVE VALVE ALTERNATOR TO CYCLE THROUGH EXIST. EQUIPMENT \ I VALVE BOARD 4 _— SATURATOR I I VALVE BOARD 3 kPRESSURE 1 - a OPERATION SATU OF EACH TOR VALVE ON VALVE BOARD 1 \. r �m I I r 1 CHECK 1 FILL CYCLE r -1I - __ • ♦aYPASS VALVE PDI ►/ ►4 .� SATURATOR VALVE BOARD; ' I I I ISOLATION VALVE I I' I VALVE © I ►- ` ►' SS1 FLOW I II ►/ / PUM P 1 ._1 1,_.— . —. SD1 PS7 I LOCATED ON EXIST. RESTRICTOR I I r—STRAINER © ME ER 1 D21 I I I Ir�AUTO. CONTROL EQUIPMENT WATER ►/ • VACUUM \\ DAY TANK I `I' .'Co-zoevs 1 EQUAL TO AGM P/P I / BREAKER \ V �I • I SOLENOID \v��-SD2 O I\ - .D I©��TA-PPS NDITIONER- \ I I I SATURATOR ►' ►, PUMP I, L.J 2 2 L • 2 J L__-- -J DRAIN OVERFLOW �''f L -S. J • L- I J TAP FOR FLUORIDE \ \ A D3 Jl ON TANK1 BACiKUP PUMP - 1.2 ►1 LEVEL TESTING , . fff��� L . , I-- _, OVERFLOW\\v�\ D1 I —.—. —.—.— . �. —• .• == 7.3PP ,`.63GPH • _. I v I REDUCED PRESSURE �� I I DRAIN I I BACKFLOW PRESENTER I- I L'J I _= I SPRINGBROOK SPRINGS DRAIN TO SUMP . LS 2 TO CITY SHOPS THROUGH OR> QQS TING TELEMETRY EQUIPMENT WATER SERVICE a-`F 'NF'• CITY OF RENTON a,:r.,�---- s s WATER PROJECT NO. W-851 FLUORIDATION f - P & ID AND CHEMICAL .•t w9/t 1410 UST biter FEED SYSTEM DETAILS 4 „!;?; `c p P.O.BOX ne0 '' IQN-:Edv�J twRa�wo.wAst 9e033 - cu wa-�eat9m seu� ME MOT sxtEr Engineering Izoes1 Boss oewo DMB 1 NO. • REVISION BY APPR. DATE FLUORB ORE RHH NTS SEPT 18. 1986 12 17 OF 19 PIPE DIAMETER • (VARIES) --- OPENING FOR SODIUM FLUORIDE ���� WATER MAIN REFlWNG— SIZE TO ACCEPT I N FLEXIBLE HOSE FROM BAG FEEDER ASSEMBLY— APPROX. / �� 4'DIAMETER — — \ POLYETHYLENE SATURATOR � \�/-1/3 PI DIAMETER TANK-APPROX 24' DIA. i• _-� a �. X ~ \ - -- - ---- - - - ICENTERUNE\b,. /�` /\ \ \ OF PIPE �/ s7 i• \ 4) '� \ CORNER AT BOTTOM OF TANK �'4 UNION 1/2•PVC DISTRIBUTION MANIFOLD / \ \ 1/2'BRASS NIPPLE \ CORPORATION ♦ 1 2' BRASS TEE ' ON TANK BOTTOM W/HOLES FOR / \ \'"-- CORPORATION / 1.� RAIN E DISTRIBUTION- \\ STOP \: 1%2' BRASS NIPPLE I' -I-�-- =�1- ANTI-DIEVICE� /�,� 1/2' BRONZE ISOLATION VALVE •••� 1/2' BRASS NIPPLE \ \1 / I \�\ I 1/2 BRASS NIPPLE�...��,. 1/2' BRASS X PVC ADAPTER / EMERGENCY OVERFLOW TO DRAIN I I \\ / 1/2' BRASS 90'BEND J /��� `` ,/p' PVC FLUORIDE SOLUTION I * PIPELINE TO FEED PUMPS-SEE �� . Li / \ I `` SITE PLANS. t `O 111. TYPICAL FLUORIDE INJECTION ASSEMBLY A 3 11 161 NTS 3/4' SATURATED SOLUTION OVERFLOW INFLOW FROM SOFTENER LIQUID LEVEL CONTROL TO DAY TANKS W/ QUICK DISCONNECT VACUUM BREAKER NEEDLE VALVE SENSOR —SEE SPECS. FITTINGS TANK COVER WITH STAINLESS STEEL HINGED ACCESSiE HINGE ASSEMBLY 1/2—INCH PVC PIPING AND FITTINGS • 3/4' OVERFLOW NOTE: LEVEL ALARM SENSORS NOT 1/2. BYPASS DIGE "�'•"" CONNECTION WITH SHOWN THIS VIEW— SEE SPECS QUICK DISCONNECT CONNECTION DOCT . \ GDN..... IP .. .. E._ BYPASS. J IN I INFLOW FROM WATER 4 SOFTENER AND SOLENOID CONTROLFIELD I HIGH VALVE l 7 BLE ADJUS LEVEL ADJUSTABLE I ::::;>.:y::� e :.:. ALARM 3/4'PVC EMERGENCY C — — — a� GUIDE OVERFLOW TO DRAIN /� \I I — — HIGHA RLEVEL _ _ TUBE 16' -J, �IIj 0 „ NORMAL WA7ER LEVEL 1 I 20' HIGH DENSITY POLYETHYLENE I LINER —SEE SPECS 24• I I FIBERGLASS REINFORCED HIGH 0 ' CASING-SEE SPECS LEVEL — __ �"" 1 I SHUTOFF MAGNETIC FLOAT I I NORMAL WATER LEVEL 34' I 33' TO CONTROL :�> SOLENOID VALVES I I LOW 0 ' AND LEVEL ALARMS! I LEVEL a g I 1 3/4' INFLOW I 3 FIELD I 1 LOW LEVEL CONNECTION WITH 50 GALLON HIGH DENSITY ADJUSTABLE ALARM POLYETHYLENE TANK 36' I I FlUTTING DISCONNECTFROM 34• SATURATORS. I u ..-SODIUM FLUORIDE 1/2' OUTFLOW CONNECTION 1/2'DISTRIBUTION / GRANULES WITH QUICK DISCONNECT \\ PVC MANIFOLD FITTING TO HEMICAL \ / FEED PUMPS. — 1. 0 II I L..:..1 SLOPE BOTTOM TO DRAIN DRAIN VALVEv'o 0 I } o - o o 4' DRAIN VALVE F� 3 QU ICK DISCONNECT I F 0 b 3 = FITTING TO DRAIN o o I 'o o 0 INTERIOR LENGTH�FOR�WELLS�1��k��2���AND�WEL.LS �����r (FLUSH WITH TANK I o N, N BOTTOM) WITH QUICK DISCONNECT FITTING O INTERIOR LENGTH FOR SPRINBROOK SPRINGS 30' TO DRAIN. 0 oo-bi 000 -0 o 0 • 2' 0 6 -N o O 00 o —�— „ ,,,—Co �— DAY TANK ASSEMBLY (5 REQUIRED) . 0 I NTS • SAND PACK BOTTOM —SEE SPECS ©� •.�g�....• • CITY OF RENTON FLUORIDE SATURATOR ASSEMBLY (8 REQUIRED) j1: taP--+� tip; WATER PROJECT NO. W-851 —FLUORIDATION NTS ©EINIrlr • Rt Poor Q: ,q,o,, STREET DAY TANK AND SATURATOR DETAILS N61�: O.BOXARKET E Engineeringg(RKL)A4ID.�WAA91.68033 OLE MGR..MEWEDMEWEDstxx OAR Wm .1.,.� 627 NCO ( )453 0241 FLUOR16 MLS RHH SHOWN AUG. 19, 1966 48 18 v 19 NO. REVISION BY RENEW DATE NP ---M\ t/ \\ . X X \ X x X \ ....--- \ \ X X \ \ \ X \ X X . ./. . . ..., / iv . -• —PROVIDE-112-LF- 8'D.I. PIPE "1,• 2'1.7' , . . . . .. .. . .. . _ . •• 1_8. .. . l'!:„;,:..t..,,,I,yi *I' : . . .......N., It?pi IREpwEA I N8S.(s2. X - \ \ X X \ PROVIDE 110 LF X • ‘ 8'D.I. PIPE \ \ • X \ X \ \ \ X \ \ -- --- 00,10,000111........IIN......„."------STA CH-40. 42'La • , , , -•--. •\.. CONNECTION TO METRO 42" INTERCEPTOR o alb. ---N N o o PER METRO REQUIREMENTS ''',... \\*...N....„................................... • X X",. X \ X X \ ----.---- o;.- -- --. --- ...-•__- --- ...-- STA 2+90. 14 LT DE: 1-8 CI WYE MJ STA 1+51 42 LT 1-8 CtEANOUT ASSEMBLY STA 1+7E(14' LT PROVIDE: 1-8' C.I. WYE(MJxMJ) 1-8"D.I. NIPPLE • 1-8' 45*C.I. BENAstmAJxMJ) PRINDE 40 LF,............ 8'D.I.PIPE -- ----.---..---- --"..----I --• EACH LOCATIONT BLY ....... ___ o --- o . -- -- -.- 8' D.I. PIPE 2,---- -- ---"--.--"--- -- --- --411--- -- --b3 ------ -- --- ----I-7-- PROVIDE 112 LF --• --.-- NEW POWER SUPPLY 1)*.O. EXIST. TRANSFORMER s-SEE ELECTRICAL PLAN 3/4"liCODisP.0000 .TER. TRWAANTFOSREMREVIRCE .o............ .7, .:::,...... .. _____ ROOF DRAIN 1" PVC TIGHTUNE l'.1 'dik1.111.1111.1111111::.:::....,.. '''''..:.:?;.. : ::'';':',4:: \ ----.;?:. ..:..?:.-.•-..:-::.::;,:;:::. Kio' --------- '4 ...,. .. -w- ag° 0-6- 8\ comit4t.eist,:::.- soo 0 G _--- 14001.11 _ .., TO IS,s..:.:, •— ,. •— —•—•—•— — . co s.. ......... ‘1.1.....47......---------\11111111 ........ 00110..CE4261.‘5'.. :4Iailf.:::,';,.7.::.7.70' 39.5'--•---.— .I•1:t:. .— ———•—•— NOTES: SANITARY SE--;EIPf:14L1:1?-1 III IIIIP—.— \ ,.. 3/4- PVC SOLUTION I:j.:: INJECTION PIPE 4.-0" CONCRETE SIDEWALK j:I.. INTERSECTION OF STATIONING STA 4+34.98= STA 0+00 1. SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 1984 EDITION OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE. AND MUNICIPAL CONSTRUCTION. AS PUBUSHED BY THE WASHINGTON STATE DEPT. OF TRANSPORTATION AND THE WASHINGTON STATE CHAPTER OF APWA.UNLESS MODIFIED IN THE CONTRACT SPECIFICATIONS. 2. CLEANOUTS SHALL BE CONSTRUCTED PER CITY STANDARD DETAILS. 3. CONNECTION TO THE METRO INTERCEPTOR SHALL BE PER METRO REQUIREMENTS AS SPECIFIED BY METRO. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL SAID REQUIREMENTS 4. CONTRACTOR IS RESPONSIBLE TO LOCATE AND CONNECT EXISTING ROOF DRAINS FROM WELL NO. 8 TO THE NEW 8 INCH SANITARY SEWER. 5. ALL PIPE LENGTHS SHOWN ARE APPROXIMATE AND CONTRACTOR IS RESPONSIBLE TO SUPPLY THE NECESSARY AMOUNT OF PIPE TO COMPLETE THE PROJECT AT THE SLOPE SPECIFIED. 8. STATIONING OF IMPROVEMENTS IS BASED ON THE CITY OF RENTON BASELINE IMPROVEMENTS WILL BE STAKED BY THE CITY PRIOR TO CONSTRUCTION. 4 45 45 \ 1 P 2 , 40 3 - -- --------- ,_ , 0 -----_--- EXISTING 12" AND 24'WATER MAIN ACT LOCATION UNKNOWN _ •It •rt i- , i-x— :;i• v 0- 35 z 24 . 1 CO ly-0. g P 0 * n ÷ a ni 5 • 0 0 0 35 .. r)1 , 30 /I PROVIDE 110 LF 13' D.I. PIPE sEvERCPO:INPNEECT TO BUILDING 30 S=.015 oitr I P R8.0:070 ii.5 op4 oi p ELF ostr cLrec' PROVIDE 11s..2.LF0i580"D.I. I.E.•=35.611 x., PROVIDE 11s=2.1E0158;D. PIPE _,NI 25 8' I.E. ... 30.002 25 _1 • SANITARY SEWER PROFILE l 1 . _#•'irr• -: a- 0 ' . , CITY OF 7 ,• /1'.3 RENTON ••• WATER PROJECT Na W-851 -FLUORIDATION W..r4•"::,,,i••• SANITARY SEWER • • ,.. .:1'' -- 1410 MARKET STFtEET PLAN AND PROFILE -11 i _ ........- • 110 Engineering P.O.BOX 1180 1000-AK%WASH.mom i221011 453 0241 NO. i REVISION BY REVIEW DATE xx DA. WRIED SIL4La TVP DM PM NIT FLUOR19 DB RHH SHOWN I SEPT. 18. 1986 201 19 cv 19 BEGINNING OF FILE FILE TITLE MICROFILMED 1 ,----, • • . 1 . i I 1 '‘f•:":,:i: .e'1,4 ,AVP: $4.f...KAT; P.,} Mi A. g`§.1,1y: :SI 'tit:, ,i1111 ,P;.it fi.=, -t g f; .hg-0•.p$p 4t,!.k 10 it",‘:, [I ,ra IA, ..k4,; ,44..i,V.A...1: r4# Ar- ",0i. i•,....'13:,,,vi. . '',k , pri ",.1.:tA its?A: .. , iF ‘4'..W.: k, .t.., ',,', , i ,.'..• 4, • , C',•.,, , i 1 i• I . 1 1 { 1, . '1 I 1 . { , 1 , 1 1 , 1 • , • , %1 ... 1 • I I I . •I 1 I • I I 1 , • 1 1 , • I 1 ,I i 1 1 1 1 • I I 1 . 1 1 • • 1 I • 1 I I I • i.1 1 I • 1, , 1: .:;'..:'' - '.44,-- •4 ' N .. , 74:%':'(..,-,,. ‘5', ..,,,-,. ....34:.1 sq, „,, ,,,. 1,i ''J'''t &• -^ '1 \ .i' +"'. i', .0 •A' •il'.-..":141; '4,'". k 7..., '11. .5. •-; 4, ''?..•. ',; .& --,.....1,,_::44, ::K.: ',a ,,i 4 1 ",i :._x Isf, '•,4.,.. V,. 1-,t ,.',,, !,,.. ;% '''i i !.1 ,, . ..1,-..:.„ ".`,.;;"';',t''.; lk i' t; •,' •, Or ....• . AFFIDAVIT OF PUBLICATION Audrey DeJoie , being first duly sworn on oath states that he/she is the Chief Clerk of the Public Notice NOTICE OF VALLEY NTj NEWSPAPERS ENVIRONMENTAL DETERMINATION lr iJ ►7 1 iJ V , Environmental Review Committee Daily •News Journal, DailyRecord Chronicle, DailyGlobe News Renton,m toW Review . . . The Environmental Review Committee (ERC) has Issued a declaration of non- Daily newspapers published six(6) times a week.That said newspapers 'significance for the following project: are legal newspapers and are now and have been for more than six EC CU-112-86 2-86 C Ci ty of Renton, Public Works months prior to the date of publication referred to,printed and published • Department. Fluoride building addition, in the English language continually as daily newspapers in Kent, King Springbrook water shed. Application for con- County, Washington. ValleyNewspapers have been approved as legal Conditionaloo Use Permit 25't allo the gPP g $truction of a 20' x addition to the newspapers by order of the Superior Court of the State of Washington for existing City chlorine building in a P•1 County. ' zone.Property located in the City's Spring- Kingbrook water shed located west of Talot Road and south of`192nd Street. The The notice in the exact form attached, waspublished in the DailyNews building rth r near the west entrance.ding Further information regarding this action Journal , DailyRecord Chronicle X , DailyGlobe News , (and is available in theiBuildingBit andg, Zoning Department, Municipal Building, Renton, not in supplement form) which was regularly distributed to its Washington, 235-2550. Any appeal of ubscribers during the below stated period. The annexed notice a ERC action must be filed with the Renton Hearing Examiner by November 24,1986. _1 o t i c e of Environmental DA t P rm j p a t i nn was published ° Published- in the Valley Daily News November10, 1986. R1929. on November 10, 1986 R1929 The full amount of the fee charged for said foregoing publication is the sum of$17 .82 Subscribed and sworn to before me this 14 to day of Nov 19 86 • i • %' Notary Public for the State of Washington, residing at Federal Way, King County, Washington. VN 087 Revised 10/84 12_ 19,19 AFFIDAVIT OF PUBLICATION - _ NOTICE OF PUBLIC HEARING RENTON HEARING EXAMINER . RENTON, WASHINGTON Audrey DeJoie , being first duly sworn on oath states that �•" A PUBLIC HEARING WILL BE HELD BY t' THE RENTON HEARING EXAMINER AT he/she is the Chief Clerk of the j HIS REGULAR MEETING IN THE COUN-. ,'CIL CHAMBERS.ON THE SECOND FLOOR OF CITY .HALL, RENTON, VALLEY NEWSPAPERS ` WASHINGTON ON NOVEMBER 25, 1986, AT 9:00 A.M.TO CONSIDER THE FOLLOWING PETITIONS: Daily News Journal, Daily Record Chronicle, Daily Globe News . ECF-093-86 — CITY OF RENTON, , PUBLIC WORKS DEPARTMENT Daily newspapers published six (6) times a week.That said newspapers CU-112-86 — Fluoride building addi- ' are legal newspapers and are now and have been for more than six tion, r Conditionrookal water shed. toAp llcw glion for Conditional Use Permit to allow , months prior to the date of publication referred to,printed and published the construction of a 20'x 25'addition to thin the English language continually as daily newspapers in Kent, King G- existingoe.Property City chlorine buildinga in a G-1 zone. located in the City's County, Washington. Valley Newspapers have been approved as legal Springbrook water shed located west of newspapers by order of the Superior Court of the State of Washington for Talbot Road and south of 192nd Street. King County. The building Is near trance. Legail descriptions e ofe the st filesnoted above are on file In the Renton Budding and :L Zoning Department. The notice in the exact form attached, was published in the Daily News ALL INTERESTED PERSONS TO SAID Journal—, DailyRecord Chronicle X DailyGlobe News , (and PETITIONS ARE INVITED TO BE PRE- , SENT AT THE PUBLIC HEARING ON not in supplement form) which was regularly distributed to its NOVEMBER 25, 1986, AT 9:00 A.M. TO subscribers duringthe below stated period. The annexed notice a EXPRESS THEIR OPINIONS. Ronald G. Nelson Notice of Public Hearing was published V. Building and Zoning Director Published.in the Valley Daily News,. on November 14, 1986 R1936 Nov•mb•r14t1,0#0,,R19136 The full amount of the fee charged for said foregoing publication is the sum of $2 3.7 6 i Subscribed and sworn to before me this 21 s t day of Nov 19 86 .6„." Lim--�' . ' e .4-?cam, Notary Public for the State of Washington, residing at Federal Way, King County, Washington. VN#e7 Revised 10/84 P I 1 3b OF I v 40 =,} , o THE CITY OF RENTON MUNICIPAL BUILDING 200 MILL AVE. SO. RENTON, WASH. 98055 BARBARA' Y. SHINPOCH, MAYOR • LAND USE HEARING EXAMINER �9'O Q) FRED J. KAUFMAN. 235-2593 o9gTD SEPSE4,e*P December 23, 1986 Robert E. Bergstrom City of Renton Public Works Department • 200 Mill Avenue South Renton, Wa. 98055 RE: City of Renton - Addition oii Chlorine Building File No. CU-112-86 Dear Mr. Bergstrom: The Examiner's Report regarding the referenced application which was published December 8, 1986 has not been appealed within the 14-day period established by ordinance. Therefore, this matter is considered final and is being transmitted to the City Clerk this date for filing. Please feel free to contact this office if further assistance or information is required. Sincerely, FRED J. KAUFMAN HEARING EXAMINER FJK:dk cc: City Clerk Building & Zoning Department 1 AFFIDAVIT OF SERVICE BY MAILING STATE OF WASHINGTON ) )ss. County of King ) DOTTY KLINGMAN , being first duly sworn, upon oath, deposes and states: That on the 8th day of December , 1986 affiant deposited in the mails of the United States a sealed envelope containing a decision or recommendation with postage prepaid, addressed to the parties of record in the below entitled application or petition. SUBSCRIBED AND SWORN to before me this 8 day of 1 C..P/Yvt 9 fJ , 1986 Ajdo-6..; Notary Public i and for the State =sic. Was ►ington, residing at C' -f- , therein Application, Petition, or Case 41: CU-112-86 - CITY OF RENTON, PUBLIC WORKS DEPARTMENT (The minutes contain a list of the parties of record.) r -- December 8, 1986 OFFICE OF THE HEARING EXAMINER CITY OF RENTON REPORT AND DECISION APPLICANT: CITY OF RENTON, DEPARTMENT OF PUBLIC , WORKS File No.: CU-112-86 LOCATION: Located on the west side of Talbot Road and south of 192nd Street SUMMARY OF REQUEST: The applicant seeks approval of a Conditional Use Permit to allow the construction of a 500 sq. ft. addition to the existing chlorine building. This addition would house equipment for adding fluoride to the drinking water. The existing and proposed buildings are located within the Springbrook water shed, near the west entrance of the site. SUMMARY OF ACTION: Building and Zoning Department Recommendation: Approval. Hearing Examiner Decision: Approved. BUILDING & ZONING The Building & Zoning Department Report was received DEPARTMENT REPORT: by the Examiner on November 18, 1986. PUBLIC HEARING: After reviewing the Building and Zoning Department Report, examining available information on file with the application, and field checking the property and surrounding area, the Examiner conducted a public hearing on the subject as follows: The hearing was opened on November 25, 1986 at 9:00 A.M. in the Council Chambers of the Renton Municipal Building. Parties wishing to testify were affirmed by the Examiner. The following exhibits were entered into the record: Exhibit #1 - Yellow File containing application, proof of posting and publication and other documentation pertinent to this request. Exhibit #2 - Site plan. The hearing opened with a presentation of the staff report by Jeanette Samek-McKague, Zoning Analyst who stated the proposal is in keeping with the Comprehensive Plan, and received a Declaration of Non-Significance from the Environmental Review Committee on November 12, 1986. Mrs. McKague reviewed the criteria to be considered when reviewing a conditional use request. It was noted that this request conforms with present zoning, and with the Comprehensive Plan; the City Council determined there is a community need and approved adding fluoride to the City's drinking water; there are no adverse impacts to adjacent property; it is compatible in scale with buildings in the area; the proposal meets setback requirements of the zone; Department of Public Works has provided two parking stalls on-site to accommodate 12 trips/week; there are no noise or glare impacts; landscaping is heavily forested; and public improvements in the area will not impact public services. Continuing, Mrs. McKague indicated comments received by various City Departments were all favorable and are attached to the Staff Report. Based on the above analysis, it was staff's recommendation that this proposal be approved. The Examiner called for testimony from the applicant or their representative in support of this proposal. Speaking for the applicant was:-Robert E. Bergstrom, P.E Engineering Supervisor, City of Renton, Department of Public Works. Mr. Bergstrom explained how the fluoride will be mixed into the City's drinking water system, and recommended approval of this project. The Examiner called for testimony opposing this project. Speaking in opposition was: Charles Goldman 19129 - 102nd Street N.E. Renton, Washington 98055. Mr. Goldman stated he was not speaking as an opponent, but rather to clarify recent events. With regard to the overall operation at Springbrook, and after the January 1986 storm, Mr. Goldman conducted an investigation which included a letter from King County Public Works dated March 21, 1986, indicating the channelization of surface waters of Tract A was not in accordance with the approved plans. This work was done by a contractor hired by City of Renton Department of Public Works CU-112-86 December 8, 1986 Page 2 the City of Renton. Mr. Goldman further feels the City of Renton should have taken measures to mitigate damages as a result of the washout. The following question was asked: "Is the purpose of these improvements to increase water capacity, or to improve the system? Is there a need for increasing capacity'?" Mr. Goldman stated he felt the approved system is fine, and questions the limit of how much water can be taken out of the Springs as well as water rights of the existing property owners. The Examiner stated there is no danger in water capacity to the Spring as a result of this proposal. Continuing, Mr. Goldman stated his hope is that the City will consider his comments when making their decision. The Examiner closed the hearing at 9:15 A.M. FINDINGS, CONCLUSIONS & DECISION: Having reviewed the record in this matter, the Examiner now makes and enters the following: FINDINGS 1. The applicant, City of Renton, Department of Public Works, filed a request for approval of a Conditional Use Permit to allow the construction of a 500 sq. ft. addition to an existing water works chlorination building for the installation of fluoridation equipment. 2. The yellow file containing the staff report, the State Environmental Policy Act (SEPA) documentation and other pertinent materials was entered into the record as Exhibit #1. 3. The Environmental Review Committee (ERC), the City's responsible official, issued a Declaration of Non-Significance (DNS) for the subject proposal. 4. The subject proposal was reviewed by all departments with an interest in the matter. 5. The subject site is located on the west side of Talbot Road South, south of 192nd Street. 6. The subject site was annexed into the City in three stages beginning with the adoption of Ordinance 3109 enacted in February, 1977, and followed by adoption of Ordinances 3751 and 3885 enacted in October, 1983 and January, 1985 respectively. 7. The site, the Springbrook Water Shed, has served as a municipal water shed since 1909. The site is approximately 75 acres in area and consists of hilly terrain, a complex series of drainage courses, and the spring. 8. The existing structure will be altered moderately to allow for the addition of the fluoridation equipment. A new roof (a preformed metal roof) will replace the concrete roof, and the building will be expanded by approximately 500 sq. ft. 9. The fluoridation will be introduced into the water supply lines as a mixture of a dry fluoride salt and water. The operation and mixture is accomplished automatically. Daily visits by maintenance personnel will be routine, but otherwise the operation will not involve any on-site employees. 10. Parking has been provided on-site for two vehicles, and the parking and building itself are not visible from Talbot Road. 11. The visits to the site will generally not exceed 10 trips per week. 12. The hilly site is naturally heavily wooded, and in addition, the City has planted approximately 5,000 trees on the site to protect the water shed. 13. The impetus to add fluoridation to the water supply was the result of a public vote, and funding for the project has been approved by the City Council. 14. While a neighbor expressed some concerns regarding the existing operation, this office was not analyzing other operating aspects of the existing spring complex. Other design considerations are outside the scope of this proceeding. CONCLUSIONS 1. The applicant for a Conditional Use Permit must demonstrate that the use is in the public interest, will not impair the health, safety or welfare of the general public and is in compliance with the criteria found in Section 4-748(C) which provides in part that: a. The proposal generally conforms with the Comprehensive Plan; i City of Renton Department of Public Works CU-112-86 December 8, 1986 Page 3 b. There is a general community need for the proposed use at the proposed location; c. There will be no undue impacts on adjacent property; d. The proposed use is compatible in scale with the adjacent residential uses, if any; e. Parking, unless otherwise permitted, will not occur in the required yards; f. Traffic and pedestrian circulation will be safe and adequate for the proposed project; g. Noise, light and glare will not cause an adverse affect on neighboring property; h. Landscaping shall be sufficient to buffer the use from right-of-ways and neighboring property where appropriate; and i. Adequate public services are available to serve the proposal. The requested conditional use is justified and is therefore, approved. 2. The area is designated for public purposes on the Comprehensive Plan map, and the proposal is compatible with that designation. It involves only municipal property. 3. The public vote to institute fluoridation demonstrates the requisite community need, as does the documented health benefits of fluoridation in dental care. 4. The proposed addition should not have any noticeable affects on neighboring property. It is only one story and is remote from Talbot Road. 5. The two parking stalls and the access road provide adequate parking and permit safe access of the site without interfering with passing traffic. 6. Again, the remote location will not create any adverse affect on neighboring properties due to noise, light or glare. 7. The site is already naturally landscaped and it had been supplemented by the planting of approximately 5,000 new trees. 8. Therefore, the request appears to satisfy the Conditional Use Permit requirements and is approved. DECISION: The Conditional Use Permit is approved. ORDERED THIS 8th day of December, 1986. FRED J. KAUFMAN HEARING EXAMINER TRANSMITTED THIS 8th day of December, 1986 to the parties of record: Charles Goldman 19129 - 102nd Street N.E. Renton, Wa. 98055 Robert E. Bergstrom P.E., Engineering Supervisor City of Renton, Public Works Department TRANSMITTED THIS 8th day of December, 1986 to the following: Mayor Barbara Y. Shinpoch Councilman Richard M. Stredicke Richard Houghton, Public Works Director Larry M. Springer, Policy Development Director Members, Renton Planning Commission Ronald Nelson, Building & Zoning Director City of Renton Department of Public Works CU-112-86 December 8, 1986 Page 4 Don Erickson, Zoning Administrator Glen Gordon, Fire Marshal Lawrence J. Warren, City Attorney Renton Record-Chronicle Pursuant to Title IV, Section 3015 of the City's Code, request for reconsideration must be filed in writing on or before 5:00 P.M. December 22, 1986. Any aggrieved person feeling that the decision of the Examiner is based on erroneous procedure, errors of law or fact, error in judgment, or the discovery of new evidence which could not be reasonably available at the prior hearing may make a _ written request for a review by the Examiner within fourteen (14) days from the date of the Examiner's decision. This request shall set forth the specific errors relied upon by such appellant, and the Examiner may, after review of the record, take further action as he deems proper. An appeal to the City Council is governed by Title IV, Section 3016, which requires that such appeal be filed with the City Clerk, accompanying a filing fee of $75.00 and meeting other specified requirements. Copies of this ordinance are available for inspection or purchase in the Finance Department, first floor of City Hall. The Appearance of Fairness Doctrine provides that no ex parte (private one-on-one) communications may occur concerning pending land use decisions. This means that parties to a land use decision may not communicate in private with any decision-maker concerning the proposal. Decision-makers in the land use process include both the Hearing Examiner and members of the City Council. All communications concerning the proposal must be made in public. This public communication permits all interested parties to know the contents of the communication and would allow them to openly rebut the evidence. Any violation of this doctrine would result in the invalidation of the request by the Court: The Doctrine applies not only to the initial public hearing but to all Requests for Reconsideration as well as Appeals to the City Council. I , .. 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" • CIS1L4 P H1AaTs;z-a UP % I ss-+y_% p NEW CAsi6F-RACE C1K6KrE FOIRCATIGF •i, �- �' a _-_- i MARS T�'A* �' MIN _ �CONCRETE FLoal ROOF SUPPORT BEAM DETAIL BUILDING/ZONING DEPT. . ;• OR A inc07sAr.7D mows-�`_� ;el, //D ��O • ,yTr •r;.. . • CCi aaaah° J p\E�' +` CITY OF RENTON • !r ` I '" rfs�A.E` �., =RM�L BUILDING SECTION © cam._ ._�y CORM EVATER PROJECT NO. W-dSt -FLUORIDATION i}"' y.: ovET3Ap mns Sd [AST.CATER LITER sexy I/••-7-7 517E PLAN A41D MECHANICAL PLAN F-._.i', E1� w..I.rr•fen .v w.,. -P `H•Lwut•�+ � I.E AAw,o f3 SPRINGBR001( SPRINGS p'• N0. 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I •IL tLL.— r. . „ '::-.... • 0- . ., . . . • .1 , • • ' 111111 • Nil ED UR II. 1111111111 . ..''. .... - • • • a . . '' ' ' . . ' . ' - :17..E.- •' ' . . . • , . . . . . , . •. . . . •. . . , . • • • CITY OF RENTON, PUBLIC WORKS DEPARTMENT • i ' ,. . • . -',' . :... FLUORIDE BUILDING ADDITION , .., ' . • • , . . . . • •' - CU-112-86 . • ':;,I :1 ' ::!•••• .' ,'' • , . . . • • . .. .. . ' . . '. • . . • . . . . , APPLICANT CITY OF RENTON, PUBLIC WORKS 'DEPT. TOTAL AREA • N/A • . . • ' , . PRINCIPAL ACCESS TALBOT ROAD SOUTH • ' . .. . . . • . . • . . . • • EXISTING ZONING G-1; GENERAL. — SINGLE—FAMILY • • .• , . • • I • EXISTING USE SPRINGBROOK WATER SHED . , . . . • • , . ,* • PROPOSED USE FLUORIDATION FACILITY TO ADD FLUORIDE TO CITY WATER SYSTEM. • .. COMPREHENSIVE LAND USE PLAN PUBLIC/QUASI-PUBLIC , 1 . • COV":NTS • . . . . - . . . , . . .. . . . . . . . . . .. , .. . .„ . .. . , . . . . . , . of R4,+ A. 0 THE CITY OF RF TON cJ a vx z MUNICIPAL BUILDING 200 MILL AVE. SO. RENTON, WASH. 98055 BARBARA Y. SHINPOCH, MAYOR ® LAND USE HEARING EXAMINER 09° FRED J. KAUFMAN, 235 -2593 0,9q��0 SEEP P December 4, 1986 MEMORANDUM TO: DICK HOUGHTON, DIRECTOR, PUBLIC WORKS, DEPARTMENT rr FROM: FRED J. KAUFMAN, HEARING EXAMINER l'� RE: CONDITIONAL USE #CU-112-86 Since I will be attending a conference and will not be able to issue the final printed decision until early next week, I - thought that I would inform you that the Conditional Use Permit File No. CU-112-86 has been approved. Any appeal date will run from the actual date of decision but this is to notify both the Public Works Department and Mr. Goldman that the plan to add fluoridation equipment has been approved. cc: Charles Goldman 3272Z CITY OF RENTON HEARING EXAMINER PUBLIC HEARING NOVEMBER 25, 1986 AGENDA COMMENCING AT 9:00 A.M. : COUNCIL CHAMBERS, SECOND FLOOR, RENTON MUNICIPAL BUILDING The applications listed are in order of application number only and not necessarily the order in which they will be heard. Items will be called for hearing at the discretion of the Hearing Examiner. ECF-093-86 CITY OF RENTON, PUBLIC WORKS DEPARTMENT CU-112-86 Fluoride building addition, Springbrook water shed. Application for Conditional Use Permit to allow the construction of a 20' x 25' addition to the existing City chlorine building in a G-1, General Use, zone. Property located in the City's Springbrook water shed located west of Talbot Road and south of 192nd Street. The building is near the west entrance. 3279Z BUILDING AND ZONING DEPARTMENT PRELIMINARY REPORT TO THE HEARING EXAMINER PUBLIC HEARING NOVEMBER 25, 1986 APPLICANT: City of Renton/Department of Public Works FILE NUMBER: CU-112-86 A. SUMMARY & PURPOSE OF REQUEST: The applicant seeks approval of a conditional use permit to allow the construction of a 500 sq. ft. addition to the existing chlorine building. This addition would house equipment for adding fluoride to the drinking water. The existing and proposed buildings are located within the Springboard water shed, near the west entrance of the site. B. GENERAL INFORMATION: 1. Owner of Record: City of Renton 2. Applicant: City of Renton/Dept. of Public Works 3. Location: (Vicinity Map Attached) Located on the west side of Talbot Road and south of 192nd Street 4. Existing Zoning: G-1, General Use 5. Existing Zoning in the Area: King County Zoning 6. Comprehensive Land Use Plan: Public/Quasi Public 7. Size of Property: Portion of a 75 acre site 8. i Access: Talbot Road South 9. Land Use: The subject property has been used as a municipal water shed since 1909. 10. Neighborhood Characteristics: North: Residential East: Residential South: Residential West: Residential C. HISTORY/BACKGROUND: Action File Ordinance Date Annexation - - 3109 February 14, 1977 Annexation - - 3751 October 3, 1983 Annexation - - 3885 January 28, 1985 D. PUBLIC SERVICES: 1. Utilities: a. Water: N/A b. Sewer: N/A c. Storm Water Drainage: N/A 2. Fire Protection: Provided by the City of Renton as per ordinance requirements. 1 L - PRELIMINARY REPORT TO HEARING EXAMINER 'y id CITY OF RENTON, DEPARTMENT OF PUBLIC WORKS NOVEMBER 25, 1986 PAGE 2 1 I d 3. Transit: N/A �! 4. Schools: a. Elementary Schools: N/A b. Middle Schools: N/A c. High Schools: N/A 5. Recreation: N/A E. APPLICABLE SECTIONS OF THE ZONING CODE: 1. Section 4-704, General Use (G-1). 2. Section 4-748, Conditional Use Permit. F. APPLICABLE SECTIONS OF THE COMPREHENSIVE PLAN OR OTHER OFFICIAL CITY DOCUMENT: 1. General Objective, Utilities Goal, Policies Element, City of Renton Comprehensive Plan Compendium, p. 22-23. 2. Southeast Renton Comprehensive Plan, City of Renton Comprehensive Plan Compendium, p. 51-54. G. ,DEPARTMENT ANALYSIS: 1. The applicant, the City of Renton, Department of Public Works, seeks approval of a conditional use permit to allow the a 20' X 25' (405 sq. ft.) addition to an existing chlorine building on the existing site. The building will ., contain . equipment for adding flouride to the City's water supply. 2. Pursuant to the .( ity, of Renton Environmental Ordinance and SEPA (RCW '43.22C.1971 as amended), the Environmental Review Committee issued a determination of non-significance on November 12, 1986. 3. The subject proposal complies with the applicable conditional use criteria listed in Section 4-748. The following highlights the applicant's compliance with the criteria: a) Comprehensive Plan/Zoning Code: The subject project compliers with the zoning code requirements and the comprehensive plan designation for ' the subject property. � J b) Community Need: The Public Works Department is constructing the fluoride building as a result of a referendum vote in November, 1985,' approving the addition of fluoride to the City's drinking water supply. The proposed fluoride building must be located near the drinking water sources in the Springbrook watershed. c) Effect on Adjacent Properties The fluoride building at the proposed location will not result in any adverse effects on adjacent properties. The project ' complies with all site requirements as stipulated in the G-1, General Use Zone of the Zoning Code (Section 4-704). d) Compatibility The proposed use is compatible with the scale and character of the surrounding building. The proposed building is a one story addition to the existing chlorine building and is setback and not noticeable from Talbot Road. 1; J 1 • 1 PRELIMINARY REPORT TO HEARING EXAMINER CITY OF RENTON, DEPARTMENT OF PUBLIC WORKS NOVEMBER 25, 1986 PAGE 3 e) Parking Two parking stalls exist on-site and are to be paved. f) Traffic The facility at the watershed will generate 10 trips per week. Employees will visit the site 2 times per day, 5 days a week. g) Noise, Glare The facility will not create noise, light or glare impacts. h) . Landscaping The subject property is heavily forested. In addition, 5,000 trees were planted in 1982 as part of a reforestation project for the watershed. i) Accessory Uses Not applicable. j) Coversion Not applicable. k) Public Improvements The subject facility does not impact public improvements to the area. The site is adequately served with public utilities and services. The Public Works Department recently completed the first phase of street improvements along the watershed entrance. Future work will complete the City's street frontage improvements. 4. Various City Departments have reviewed and commented on the subject proposal. These comments are attached for review. H. DEPARTMENTAL RECOMMENDATION: Based on the above analysis, it. is recommended that the conditional use permit, file CU-112-86, for the City of Renton Public Works Department be approved. ! 1-7 n- -U -. r o 43" • • za 19 C .. 4,46 A. r±3. 't ` +d3t;1 f,trry �."'-,! w' ,,o$ `-A rAw ii.st T Jc ' ' --ri fr `7 rtC r l� I r I v µ r raft t. r ".rn -'� ` • • .� ,.\sue n rp ® ®. .1., • . ,/. a r 711% 'T. i elf h s d .:::,,„. 9 1 U gT �' d OM , . . —__,In 20,9 :,,, : `^I ZI ■ iiii 1 i, CITY OF RENTON, PUBLIC WORKS DEPARTMENT FLUORIDE BUILDING ADDITION II CU-112-86 . 11 II 4 APPL I CANT CITY OF RENTON, PUBLIC WORKS 'DEPT. TOTAL AREA N/A 1 ii PRINCIPAL ACCESS TALBOT ROAD SOUTH h EXISTING ZONING G-1; GENERAL —. SINGLE—FAMILY ,I 1 I' ' EXISTING USE SPRINGBROOK WATER SHED o P PROPOSED USE FLUORIDATION FACILITY TO ADD FLUORIDE TO CITY WATER SYSTEM. I' 1 COMPREHENSIVE LAND USE PLAN PUBLIC/QUASI-PUBLIC 1 COMMENTS d d 11 1 u .o; •!�•� ,�'ii o00 0000°000.p'` •0••• ::x?ui/ 0 O © O f 0 • , , �■ .•,000000°??? • • • L-==:ii1i pp�q J o'•o� 'u •000 0 0l ..- • 060 • g j: °` `oo•oo �� °o°oQQoOol .0000° NM �.r, fi ::•. S __J �! O0o0Q0000„. ••0000.• ii i4.7 7 ••• /l/ : :•::: _ i..i..•Oo0000000• -1 u o 0 0 0 0 0 h 0 o i� pn 9 •• nll <' 00 0000000000 N \ =•1 _.. °°°°�°°°°°° °° ., �j.1�. 1 = 1.r :.' ' 0000 .0000°°°°°. SON '.! ?0000 0 ogopog si, °•' ., �Qpl.' 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GRATE AFO CRATE - ROAD- �DISTURBED (SEELSOItE'fRG) DOT.COHTOl9t3 r--,�" SUPPORT DUALS IY-� ` Y-2 AREAS PROPOSED ROCKERY PER \yo PROPOSED CONTOURS +<t :'. 11� EAST.OVERHEAD POWER RQNTON STANDARDS F` _�� -� - ---I 1----r--•T---I-- I--,'1 SUPPLY W/POLE-REYOVE DOT.GRAM ACCESS . a✓ 4. ;a; AFTER NEW POWER SUPPLY p::• --•--}�- /(� ( 1 1 1 / CODE OF PUEFC:aeED PETAL ROW IS OPERATIONAL DISTURBED AREAS.-RESTORE `1 L: •,. •L.TERSIG PUMP SHELF—� \ 1 1 1 �i 1 J 1 1 1 I E 1 1 1 I I / THY 2{•ABOVE FLDaI1 �I.�j� Qp r{ V • 1 / ,,o /�/-—'J \ � ''. OAT TAIL% SEE MALL H:DRWErnON 1 L__-1 EAST.ON FALL W \ \" I O REMAIN-TYPICAL _ .. P V amassia 1 a oErAl THIS SHEET • E rs6 __ _ • t•S '.: 124 WDRKBEAW-TOP K F \ VOA 5 P '_ �-SAFETY CA@xET-SEE ► `_.� : '- '�� E105i.24•WAITER t*IS.) ABOVE FLOQt _y S` - -- �}I t B•-r ram'p(aP� }-_ SHEET 12 FCF DETAILS ��� � --'--AAE� ROOF OUTLINE - Do NOT DISTURB 1;� -`_. b \ osz>= 2j r; �� SZ 1 ; 1 0»l ®� WALL aTUNE rw- \ WASH soot }O # I �PRF710VE EAST.2CONORETE TEfPST._ 1 �'..-{y__--_----- i.,t.�'�., EXIST.FLOWERER W VAULT 19-6• F- �_ � ��r{ -r _ ROOF RIDGE �_ { ABANDON' I Y.•�A•:: I ®� , I r - - - �G -REMOVE YA AROUND AND,CONSTRUCT / OUTER SOTTENER "\ IH YATOI GRADE44 f+�'. if 1223 L { FLY EHAIE TER R(SEE TiEET) ..; p' DOME PINE WORN �O.. m I _ • 2{'%24' �_.. r+I.,/ II_ I r• \�- I V\ CONCRETE FLOOR SLwB126' ,'1 EAST.TELEMETRY CONNECTION TO REMAIN 1::,Y.?� STEP FOOTING EA.SIDE PIT(TIP) I _ • - . 0PAM AT ;.T:l�" 1fE1F3R AND N.ELIIQE PR —_I_-- / --1 . • r/r TRIO(CRATE ���� 7-f0• E ate- pti� 't� •� 2>:¢OPE ita ;1 - � ` am ...cud _-- \ MANHOLE w 0 L C COVER. ��-- COMING OPENDO V�IIIYI• r �__- Fr{ �R \ _.0.P i y 8 10• we%SD ROOF SUPPORT NEW 6•DIA. RECAST CRETE \EXIST.RADIO TONER F•- -1-� (T1P) _ Lir' 1 �1 `1 EIEAY-SEE DEEM 0n SHEET TOP EL-121,30 DISTURB DO NOT EK.� L 1 '�'�'+ , BASE 0.-IDaw CEtE/il0 �� 1 f0 - - ,,,,,,,,WEN \ 1 E 6"W-171{0 TP�'1L0 D I.a-\".-. EXIST.2.-D1 taTER /! ' \t, E I I 1 6 ``o' +�• ;< tEARI m Roi COWS / \\\\ I I \\1 112 y.6• / CWIOtETE WEIR i•Y`.` \[_\ SUPPORT ON 2{•X 2{•%9' NEW CONCRETE PARXaJG AREA-{•YIN, �/ r r—.I r-r{- L 1 J -_� B• PO VIE PIPE BE.w T1 j is � / A \ \ /" THICKNESS OVER T COMPACTED PROS '- \ TRUCK SUPPORT BLOIX W//. ;.X...-.."' �(BA➢RE 6 BALD— • AT 6•Ea T W EL /� COURSE W/W6.6 f.{s1,5 o. SLOPE To . u'-fi• 1Y-0• 112 mesa FLOOR 5'-C FIRE ELIICHOImQRJ /� E%PAN JCtNTs AT 15.0.G SLOFE TO • '*-,- mesa FLOOR 1 \E1aST.CONTOURS CRAW AWAY FLOW BU¢GYNG :�4i;•' T. ,^ CHLORINATOR RELOCATED FROM HOSE ECB 1 EA.SCE OF WALL "-CONCRETE APRON-{•YIN,THIOOIESS • :(;; ;., MONO LOCATION BY OTHERS °MLR-TIOOWESS COYPACTEII EFAYEL RACK w�/50'S B•HOSE !': IREL'iC CENTERLINE OF WALL HOSEAND NOZZLE('CA.5/OE OF WALL) ANTS EVENT112•A W-W.SEE DIE PLANu.AND S .•'.5�e�_ aAu tau VENT:LATCR.S-6• T105 S SHEET FOR OVERALL TE PLAN NS SPRINGBROOK SPRINGS i=�`�". ABOVE FLOOR DOOSTc"it PUMP CAST-UN-PUf_T ti /OF-51L'1t9[EPDXY Q1O1T CONCRETE SUPPORT BASF-SEE DETAIL -. �r� CM-ORWE LEAK DETECTOR-RELOCATED In l-;)y.: • "� T--__, FROM EXIST.LOCATION BY OTHERS SITE PLAN - .- - rr^^JJ- 1____1 t SPRINGBROOK SPRINGS • Nn I``='r'�f`=. f 11 °GM 6-CR,WALL 1 FLOOR PLAN ill::,',-::: L_J J SCALE:1/4• 1•-D- - • - S+r. ' WOOD ROOF TRDSS BY;APR. ': NEW/EXISTING CMU PREFER/1©PETAL ROOF ` WALL CONNECTION • ; r:' ins ` Yla x Se BEAM { I�',-,. • t B COPE FLANS �:Y�DI'+:. iI —CONTRACTOR ro REMOVE EXIST. riP . ''\'a:`` rq-- --+.-- _, t—,�— CONCRETE RWAL SNO RESTORE It/{ y - COST.LYD WALL ro uATa+ TDD OF NEW WALLS OS BIG. i\\\\\� \\\\�I%F 5 SI0081 FACED CY11 0AN46 N7 OU 1X..• (•yA-NE• Y-6•TYP EXISTING EOUIPYENTOUSNRB / SEE DErll. © _ N� \' Gv-•`LD6. W6%56 BEAM .141:� ON PET F M �pMI Lt-6'LmN. ICIER RED u�i cX,`- ScOro6 gT\N'" - DDST.OM WALL(TTP) I .. F�GRATE SUPPORT _ �AOOM E\.J s C• _ �TO REMAIN-PATaI AS NECESSMY ` '�::1 LO FOR WEATHERBOHT STRUCTURE ►`___�_\aM `__`I/� • AL11ia6N FRAME LADDER 7` ��% `�` CITY O'E.;•�:ivP�l FOOTING EiEYRN - r ri.^ /,�wL'®—s�SPECS PIT - _ / - l� 15 L. Ili 1 FO TI PIT FF EL 122.3-TO MATCH EAST. .) L'• !�� '- �A �12•%t/r STEEL PLATE i I I '' 1 ,1.''' e sm.wr.Posr �_; OCT •3 AT TR...Ea I1 \CRU WALL :I"i-:- l4NTDRIM SAB EAST.CONCRETE FLOOR SLAB TO REMAIN,DO NOT WSTRUB rsravP COOS Y-ar MN ty- Nr-------- - .[3 ._ NEW CA57=IN-R.ACE CONCRETE FOUNDATION ., o D SATURATOR PT-SEE' ROOF SUPPORT BEAM DETAIL BUILDING/ZONING DEPT. '' At--- ( e•�A_ q_ i OETAIlS NEW CAST-IN-PLACE CONCRETE FLOOR SLAB ON PS NECE SARI TO PROV-OE�" -_ (i I! �- • • NTS ;',f;?' • QLAN.A1:EXIS SPACE AAO - CITY OF RENTON • c. ExsTs+G ELOaIETFR 1fr} F 1 DST.={•Dl BUILDING SECTION 0 OPr.' a Y);:7-, I.AT Ir.t EaV , CENTER p SAE WAhT+RAIN I� •�.'r 91 WATER PROJECT N0. W-851 -FLUORIDATION ....,.;.N.' OVERLAP mrTs Y-HY tat `i1V' / tl• . S.WATER METER SCALE: 1/{•-i•-O• /=•J .ro r.ern SUM I SITE PLAN AND MECHANICAL PLAN :Y� „'�+ti PNm°aA:Ni LAN Inn I w warm SPRINGS sa:. �;;.� !M[sue Ins)nr s.m =l. . lTul w m.. DATE RE t • y� NO. REMSON BT APPR,i DATE FLUOR{PNPI RHN I SHOWN 1 SEPT 16.1966`.a 1 11 v 19 • . .._. .-_. . . . _ • _ - -- - !-•:;1-i(11 ' ' •••••'./, •:1:•/:'• . ,.....,i.i.:,:' ...,:.. • • NOM •"2"•;::;.•'. MAINTAIN 1i2CMUM 3'CONCRETE . PREFORUED METAL ROOFING SEE SPECS .....:.:... COVER FOR CONCRETE CAST AGAINST CUM(AO 7.7.1) '•t I'l 1/2"STRUCTURAL I CD....• EXTERIOR PLYWOOD SHEATHING 12 41-- 4.3..j.:, -- • ..7,••••:'..li;, . 2-05 HORIZONTAL . • - - . FOIL FACED BATT (BOND BEAU)lAP r"....... •.......... 11.. IIPPPII— ---I iriiKii— iimilillillMt- er INSULATION-R24 JUTS 2.-0.INNITJUM ....4==.4.04 4m4(m4=4••• • ' TOE NAIL(2) .t-•:‘,. "I:" GUTTER SECTION OVER 0001 AREAS-.....................\4•15... yr 1041 EA TRUSS TRUSS BY IIIIR--,,,,, --.4.4.:.• If . i i Af\f\II ir . Iii 15 AT 32'0.0 . LIS A',..Z. •-- ' SMOOTHED FAOZD CUU MI ' CENTERED IN CELL • 2 X 0 ROUON OZDAR ----. , :II,•'••I 8 X 8 X 10 AND FILLED NM FASCIA(STAINED NATURAL) -8-.7/E.4: ' ' ___, GROUT I ' I- / /2.STRUCTURAL 1 CD INT. ....12!',• 1/2"TIPE"/C GYPSUU WALL 1.{.rJS 1 III . 1/2"CD QT.ROMI CEDAR:17/ ---- BOARD.FINISNED AND PAINTED WOE ' PL•04000(STAINED NATURAL) .••:•••J.; SCREENED SOFFIT VENT PER LIBC .1/.A.D.2.X 3G1R.CLIcKCII CIED.LizAR cmy -111 ,„.. 2 X 13 PLATE CONT.14/1/2"OM.X 1/2.X 3.ROUGH CEDAR .............„._7"LONG ANCHOR BOLT AT 48 0.C.MAX VIOULDING(STAIN NATURAL) 111 MOO(OUTS FOS1 WALL VENTLATOR- . MASONRY REINFORCEMENT DETAIL SEE PLAN KERS . SMOOTHED FACED CUU(MICA.) ti• NTS • .-.:•.:4.,::: . . • . ,..., 2 COURSE BOND SEAL IV/ OM 45 CONTINUOUS-LAP .:Y.-... I.' JC1NTS 20.ILT/I1JUI4 ,....q.i; 18'X 24''CONCRETE CURB---\ fr-o-tan. .•..;',"':.; • 3/8.MINT TYP PER WM(PODITED) FOR OE BOOSTER S • 03 VORTICAL AT 3 . 2- .,,,.. O. HORIZONTAL 'I.:1•1". ..,.„,<&•.,; 3/e CHAMFER•-••••,..............1.--24'--1 p AT NIUP JPPORT 6'CLC.EW.(TTP) How MINT ROW /3 GA AT 3Z.O. .•14(• . . . • iii A rxrxte-MU 12 COURSES • le 0.5X . • . APPROX..3.-6. AT 8.•••APPROX 0.-0. --,4--44 r PLASTIC COVE IMULISNG .---.-I. I ALL AROUND :;f•--.1'1.I • 1 COURSE BOND BEAU W/ 1/2'PREUOLDED JOINT FILLER "•.'•g..... . 673 . _. . . a'THICX CONCRETE SLAB NTH Tot x 6.T.4 x T.4 w.w.0 2-/5 CONTINUOUS UP=NTS 20'MK(S.CPE AWAY FROM BLDG.(ISS 14N.) I CAST-IN-PLACE CONCRE1E FLOOR . 1/2"PRENOLOED JOINT FILLER--\ • •,,,,,.:2T . • l BOOSTER PUMP SUPPORT BASE A \ . /4 AT 12'QC.LW 7‘,.. . CENTER CI SLAB• lk r—\-----4*-0. • • SLOPE AS SHOIVN IN PUN MEW ' • • • : Zi'.. 9 122_3 i --4,--••• •-•:::!:7,-.1".A , :.:.••••;::::-a'....''''',.•••••:::::•:i!,....e;...t''',;.,:'",:•,.*..,,.,,,-...:4.,„ . - -,C1.7••.T...! . . , .. .. .• . -•I's•;,t,y: ..- . . .. .._ ..... - • . ' ._ . . -•- .. - _ . • : . .. . _.. .... „ . . ..-- ... .- 1 . . ... _._..- . ........ . . -._- " AT -....... - -- - •- - .. . '. ._. ....•. . .- . 7*. . • 13 7 - 0 .-------. ',- . "---;•,-....4-; • ; • 1:.• ••••,.•--, ,....N-10 MIL POLTETH1LENE VAPOR HARMER- Ji- OVERLAP sail's tY im. rr_6-_______T ,-lir . I 7-4" l' i.,.:•. :;;•. ....--.....- . I • - . . I- UNDISTURRED EARTH• • • • ..,':':',... ""•••,......_ . - • - •"` I + 4. ' ....,fil'.!: .....:, STRUCTURAL BACKFILL COMPACTED TO ',"'"'IT'.•• • - - • I 95X PER ASTIJ 01557(MOORED PROCTOR) TO UNCRSTURSED EARTH -•:;,,AV,!,,, . a I 1B FULL DEPTH star - . • ' .i*.._ /-::•::.•:,.'• .:.--• % AI------..............._ PERFOFtATED DRAT.PIPE'..1.0.1 HINGE-HASP /It- 4.PVC . ' . •-.4-:.,76.••• ARTI-GTET7 TYFT-........s..."-•• r---.-8. ••••••• ' • i cA.,...,, ,coN0,...,_./ j '.•.*C7.`f:4•••,....1._ ......,-f E AT 16'0.0 - ALTSnE S MR a"NACZ TAC'•:a 0 II ....= r-e - - WALL FOOTING EXTEND NM NALL tr UAL ,-,kl•-.'A --ii_ • 8. •••••13. er /3 NOROMNTAL CONT.SECURE TO 1TALL ON LOCATION SHOWN) . . - • CITY 07 Ea;..TON -11 , _ ARO DOOR.TVELD ALL CONNECTIONS MC GROS SMOOTH. I I, ANCHOR BOLTS . - - I • . . ...:.7%R 0 r: ii via axe TYPICAL SPRINGBROOK SPRINGS WALL SECTION (DI; Lig U-VI ri Di ii . . .....„ . . (TYP 4=HERS) ' - . leopRocE 1 ' i'•.. :: SCALE:e m 1*-0. . , OCT 171986 ..:„•,,.., . . . ,, + . - 1 ,. .. .. . -,.., • . ..-.4.,., • ...4,,,,, • ••••,„•,., . •" 4...4....,,, . . . • . • -3.M GRADE _ , 11111MI4111161111W41/1112.61MIN - - .. _ . r ‘t 6.''' • . .. ' . . •- . -- - -.7gir"..‘..' •.-- , - BUILDING/ZONING DEFT , . • .--.--. - - _ . - . . . ...• . __. DOC* RANO ICNGE ..;.•/°.,.. - . . . CITY OF RENTON . • - SAFETY CABINET DETAIL ?. • 0- ._ • . • . WATER PROJECT NO. W-851 —FLUORIDATION .,n.:,1 . NTS - SECTION Ii1 •:,...tn • • ' SPRINGBROOK SPRINGS _ - - _. . , • . . - - 1.3 UMW MIR ........ STRUCTURAL DETAILS • - . - 113.3.4 W.MU - • M -. -rm rs.-werso =4 ..4.• nsr 6.13,:1;!'"-..., . ........... r,En woo T0H 03 GUI NO. REVISION BY REVIEW DATE FLUOR121 NP[Pe«1 ssicrem is2pr Ia.igeal 481 12 .12 .,.-.,.-;I • . - ---- • . .• • . . • o_ - __ !'vniAt I ''r I EQUIPMENT SCHEDULE . i '1:.,:. DTSTINC EOUPMERY • '•/.CHIC 1 E105TN0 BOOSTER PU10T TO BE RELOCATED IN NEW CIO.ORINAnON ROOM BY OTHERS.PRONOE NEW POTTER - . ` 9JPPLY THIS CONTRACT. ..•f,,l 2 COSTING TALL VENTILATOR TO BE RELO6W MD ABANDONED.ABANDON ECIST.ELEL,AICAL MIMES �C�ID�I- 3 COSMN0 NCW UNIT NEATER TO REGAIN.PROWOE POWER RIPPLE FROM NEW PANEL 1 PANEL SCHEDULE • EOOSi1N0 INCANDESCENT UGITS 70 BE ABANDONED AND BEHOVED.11£115E EA57NC EIECTi0CA1 SERVICE FOIL NEW UG/TS J NEW EQUIPMENT 004E+8fd C0C FOR VENTILATOR--, - :i'.11 _ Oj EX1ETLp1 LIGHT NI7N MUM LENS COVER EQUAL TO',MIGHT'0-36-000 TMTN 55 WATT LOW PRESSURE SWUM L � PAN0.C(SPRIMODR°ON SPRINGS).120/2.OV.T0.Sr.SURFACE YOIMTED.200 MAP YNN BREAKER i.iJf PROVOE RAIN PHOTOCELL CONTROL AND INTERIOR S11701 W14 THREE P09nON CONTROL LABELLED r / i i :1i 0 INTERIOR FLUORESCENT UCHT EQUAL TO'WAKEFIELD'A TUBE 1M10 INVERTED LAY-IN FIXTURE FOR FLUSH MQUNTNG ` (II90� -7 ' I DESCRIPTION VOLT-+UPS NINE BKo!067 OTT BBR vWE VOLT-AMPS OESCfUPI01 �`.. N SHEEIROOL LOCATE TO CLEAR IH9W6CAL EWOYENT. I I I ,! S2EI NO N0 I1 92E '{u '_,} O EXIm=RECESSED SOFFIT OOHING !16,DEI _�L', EAST.NW 2000 10 110 1 2 ]0 10 2000 EAST.H7R 'y-I'.j� __ I 112 2UW t0 i 2P 3 4 _2P 10 '2°oO' • .T .>: 0• INTERIOR FLOOD LIGHT EQFAL TO-AFCO'NUMBER 2V202. 1..—I I\CONTACTOR C , UNIT NTR[QHI tM6NFl 1400 12 39 5 6_:4 14 1650 UNIT HTR(01115 �♦..•' ® 1650 12 2P 7 6 2P 10 1650' 011 0.00 RUORESCENT UGR EQUAL TO YaRE}lE1D'•NBE MIN SURFACE YQUNT i1N'TURL FOR 9tEE7ROCIL LOCATE 1(2 STAGE) FOR � YENTLATQR(Vt) te56 12 20 9 10�20 to ]00— °EHUUI.ST .!"y TO GRICAEAR MEONANICAL EWIPME&T. _ (2 STALE) NCH 7E741 VEHTLATOR v2 1656_12- 30 11 13 30 to 606 CUTLETS( ,X1ST. 'f •. QUTQUT•4 NTR. L;�,C77$$(FEET EA5T1 750 12 20 I] 14 r10 12 750- LIGHTS(EStlSI. Y' /'• O WAIL VENIoAESI EQUAL TO'+CUE'DYNAYASTOI PO1K•.1/3 IV.1600 RPM.I PH,120V(2 REQUIRED) uo (FEED Y.ESTl 500 IL AIT 15 16 tAI 12 'TOW PUMP 77AN .` +;� UCRHTS E%IERIOR 5W 12 20 U I!• 6i AL 12 '6U0 6UTLLT5 Vi' 0 UNIT NEATER EWAL TO'(NONE'NUMBER UNEC'031BOA0.3.3 KW,240V.1 PH.COMPLETE WITH WALL MWNTED NTR,VEIIT CONTROLS IW Tl 10 19 2T1 1O TO 50E COLOMNE PUMP SIIIN:L BR.AOCEE AND UNIT MOUNTED THERMOSTAT CONTROL(40 TO SOY) I SPARE 21 22�Io "12 i1650 HLAII'.N I�? ; SPAAE 25� 2P 12 1b5D SPACE d'•. SAUCE As ABOVE WTI RENOIE YouN7EO TNQIIOSIAT CONTROLHEATER AND 'VENTILATOR ,PARE .yet.\•, 7550 7600 .i)>;;4. 0 PUMP AND VALVE CONTROL PANEL-SEE DETAG AND PA10. LOADS 6550 5BW CONTROLS TQIAL VA 27.600 { t ® $QEtI09 VALVES FOR YAICELIP WATER-SEE POD. • I TOTAL PANE(LOAD 11 • al -Nt,.,..I 0 SERVICE ENTRANCE RATED POWER PANEL 200 AMP,120/240V,1 PH,JW. ® UTUTY BRUN10 METER PER P.SP.L STANDARDS '.C,'. 0 DENUI®51ER EQUAL TO'MOTE-HES0NO1PJSE'NO.ED257C.115V. 1 V,, 0 CHOBCAL FEED PUMPS EQUAL TO'PENWALP SERIES 44.1/4 HP.11SV,60 HZ.1 PH. NOTE: T.REMOVE EQUIPMENT AND WRING NOTED O PmEN NC OW..CHLORINE BURRING AND PRONOE NEW WING AND EOQPYENT 910TTN. 00 NOT ...NIA Yeti rj' H�' ET051N0 TRACT. BOOSTER PUMP RELOCATED FROM COSTING CHLORINE R00:C BY OTHERS.PROYIOE PETER RIPPLY NTFRRUPT OPERATE&°F EAST&°ORQUNE EQUIPMENT UNTIL READY •�,G MS IbNTIACT. i FOR RELOGTON BY OTT STAFF. PROVmC POWER TO ALL EQUIPMENT 9NOWN. :"2-47.1;.•:1 E1a5TN0 i1.0YlME7EN MIN PULSE OUTPUT(0 TO 20 PULSE PER SECOND) 2.NEW UNOER(ROUND VOTER SUPPLY AND 7RANFORIIERS THIS CONTRACT. t L:( =MEV T GPM >-4i 20 PPS 3800 Au - _ 3.DO LB DISTURB OPERATOR OF EXISTING AU70YATC CONTROL :;.1 i 20 PPS TO CGSNNG TELEMETRY ElECTRG`IlCS AND TELELEIAY EQUIPMENT. . ^. >` 0 Ma11E0C TYPE O171N90N 00°N OMENS CONNECT 70 NSRLJ9W ALARM ON 015TN0 1ELEMEIRY ELECTRONICS •.PANEL C SHALL BE W SERVICE RATED-PROVNS IDE CODE GROUND P ALL COATED. E U CHLORINE ROOT R B£15 AL ® UUSTNCCII TYPE PANIC Tuna.-HXYOTECT 70 UNUSED A1ARM PENT IN MST:mammy ELECTTCOCS I PVC COATED.EQUAL IL RLIE RO PROYtCE SEALS ON ALL ;. .I,� CONDUIT ENDUING CHLORINE ROOM - -_ _ -"-—_ - - - COSTNHC ANTENNA AND TO.FE Atli TT.CHLORINE PWP RELOCATED •�.+ CER1tT0 MOUNTED F'OR - TO TELEMETRY CABINET TO REMAN BO NEW 05-P*0E ROPM _ •" LEVEL ALARMS TO AIE PULSE 1 \ TM5 CONTRACT. .4J _-• TO yET——LAWS A. �- - 1 "i---� �, I CH ^^A ccE tuns - SEE SPSPECS �_ r ••"' 4-- s �C7 E'•-�I �. 1 I \ Al \ T I.3 ROIOVE COST.ELECTRICAL I am ) I mu 1 RuNcoI0 TUE 1rt7ER .'-.�'• "IF~ ® ' J/ j Y \ • 1� �� © IEaaPMENT AND ww.`Cc ( o/c I ( O/c 1 OPERAna+CaumER : ,,.% ®• H. [2� V ` I \ 9 1 TwS SECTION.' ' / Q, O I+ I I ©u L A OR PUMP RUN NQGTNO UGHT • �� / / 0 1 . Il I\` I.EMII A OF TWA StlIDH SET FOR EAOI PUTCP ^�y.;"YY r l `—•v1m �$S ,.\ IseP• • ....... ` m o Fis®cD NAND-ON -�/ N cry i AUTO�CA>1TROl FRCaI FLONM£7ER• , .: ' — s c I 'J • iI 010� I $�r�41 . ,' ` f,§ ABANDON AND BEHOVE . �.,.�• �\ • ;—— s s I �/ — \ Nj` IR£VOY<COST.INCANDESCENT IN �t FN00 Val KS ��'"L_.4 • �` ('r16 A \ _ \` �� N. ♦ /8-1`1�� ' 'i •( INCON°1RT TO EXTENTCEPUNITS AND REPLACE MOSSBLE TS, C c�O9 VALVE OPEN NWGTNG MIT • C• 1�4'.� • \� \\ Q ,I G-7•� ` ;•-�CJ 1 �• 1 1:,800 az, VALVE CLOSED°I°ICATIECO LICHT �� 1 1 1 t` -J IE Mimic SERVICE PANEL apsr ®o an ®� MICA SET FOR EACH VALVE •' I 1 y �r —s. I I - --� --- .1 ABANDON AND REMOVE AFTER MICA ONTROI FROG OAT TAN[LEVEL ® 6 \ I I ! I NE7 SERVICE IS O'ERATONAL ( ' , 1' 1 1 -CJ \ 1 I i / COSTING TELFLEIRYVL 1 •t 4' I �^ 71 I ® Crl I 1 % CARNET TO REMAIN- 1 eLTONlOi 8..2D9TJ8! 'lt" / I I I I / DO NOT DISTURB 1 ALTERNATOR 119Epos S M NDUGTOR- St....• _i / •4 _'%,. .l`1?T•) �., I� C-15 I I �� 1 - OPERATION. ��J © ©� Rim ZS AWIAnc ALTERI1O 6 Y�0.T.'lv 1'.' • •si.•. ,:. PUMP •CONTROL PANEL, ;a OCT171986 rJ 1L^�}(� 1v R Di . .-0y /.(:. _ 1 \ �' 1. ( "_._ L !}� �.• 1 11 IVY / / C-11 01;110-17 1 ....1 i-`47I a t�1 Ft 1 1 rY?��� I ff • o_.I v ® I " ' ——'�-AA 1 RED LJOIT cjiu 1 oG/IO 7, L---- •, - -�J - WINE C • Q CITY OF RENTON " ?1 ` ®- �� 1 1 C WATER PROJECT NO. W-851 -FLUORIDATION _ • L 1 . NEW UNDERGROUND POWER SUPPLY TO ODOROI DETECTS( • 'L t; -;—-1—~y�oQip�uc*°3 MS OT : ELECTRICAL PLAN AND DETAILS 'v;.i•: KEY COME semi FOR . 71-i6 ALL DOOR NTRU9°N ALMNL5 - - OtIll Inn y _ �. t"'•I p� �Amm _ SPRINGS SPRINGS ELECTRICAL PLAN - ELECTRICAL 1 . °A� ^•;4 """d OM NO. RL1t904 RY APPR. DATE FLDORIOI ORE!MN I SHOWK 15EP7 TEL 16861481 73 a ID •••::::. \- - - •- --- Mk Walla -INIIIKIU - 411111MMINI. - -. -...- : '- .- IL 11. 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HtVILWI DEPARTMENT/DIVISION; r IILL I'll-c='vc "^-lvlpt`i 1 ` TI APPROVED E____ PPROVED WITH CONDITIONS f El NOT APPROVED ±I • il I 1 it l I ...._Zeiiiti---- 11 DATE: ©G /1/ ,, SIGNATURE OF DIRECTOR OR AUTHORIZED REPRESENTATIVE , REVISION 5/1982 Form 182 REVIEWING DEPARTMENT/DIVISION ; ,ZO iP Jr/9 OAPPROVED OAPPROVED WITH CONDITIONS SNOT APPROVED i h ; 1 • (-0,.- .Ai. 1-. r4 DATE: 11- II-NoSIGNATURE OF DIRECTO O AUTHORIZED REPRESENTATIVE ;p REVISION 6/1982 1 Form 182 REVIEWING DEPARTMENT/DIVISION ; ci) C lip .APPROVED UAPPROVED WITH CONDITIONS ® NOT APPROVED i /�.-776-"1 74 DATE: / — 7-41 SIGNATU F DIRECTOR C \UTHORIZED REPRESENTATIVE REVIEW DEPARTMENT/DIVISION : 77-.21,4; Ey/ APPROVED 1APPROVED WITH CONDITIONS NOT APPROVED L— No /- "Ye'de' 91'11- `1 • -" • / DATE' s .GNATURE OF DIRECTOR r JTHOR ED REPRESE TATIVE REVISION 5/1982 Form 182 • VIEWING DEPARTMENT/DIVISION : ! /171APPROVED El APPROVED WITH CONDITIONS LiNOT APPROVED • DATE: SIGNATURE OF DIRECTOR OR AUTHORIZED REPRESENTATIVE REVISION 5/1982 Form 182 REVIEWING DEPARTMENT/DIVISION : ' ErAPPROVED 0 APPROVED WITH CONDITIONS 1: NOT APPROVED / • - z- 71 " DATE: SIGNATURE OF Ball" "1" — LED RE:- VITATIVE , REVIE ING DEPARTMENT/DID'` ION ; '" APPROVED El APPROVED WITH CONDI2T ONS - lEt APPROVED 1 II 1 1 -.-emu SENT-WATER i t '.. .t SENT-SEWER hL! i , �CHARGE-WATER h0 I i /l'(��'"1(/ .,��:' f�GURFIEHT CHARGE-SEWER ;�= , \x,i '''./'- ' jN ` r+`f t 4 f F o Igt=EMMERT AREA CHARGE-WATER )iLd ' STL::'.t '" !��EF?T Ana CHARGE-SEXIER 144 I A^rPi:O70 ViATER PLAN lirj141!!!!!! i, a 4PPi:M.1)twat PU,y APiROV D ME ti9' . :Li C,. OHS y I4() IMO • i' FIRE!L .e ANALYS D - s . //1 1/ 1 10 .�' 6V14 . I DATE; // /; 14' r SIGNATURE OF DIR CTOR OR AUTHORIZED REPRESENTATIVE ' REVISION 5/1982 Form 182i . . REVIEWING DEPARTMENT/DIVISION ; POLICY DEVELOPMENT 4I 2 APPROVED ❑ APPROVED WITH CONDITIONS UNOT APPROVED '� « V 9 iL/ /Z..-4,-, pl Ef-t•ji9i6PaL/,(L....e.-/az i s / ,..,.., go, U 4,_54 ‘1 iI A-/ cete_Aad • ,I Ili I@ 666,e DATE: //VP‘ IP III :SIGNATURE OF DIR CTOR OR AU`. 'PRIZED REPRESENTATIVE REVISION 5/1982 Form 182 i N yI 'I , I , 2109N i CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE ENVIRONMENTAL CHECKLIST NO. : ECF-093-86 APPLICATION NO(s). : CU-112-86 DESCRIPTION OF PROPOSAL: Fluoride building addition, Springbrook water shed. Application for Conditional Use Permit to allow the construction of a 20' x 25' addition to the existing City chlorine building in a P-1 zone. PROPONENT: City of Renton, Public Works Department LOCATION OF PROPOSAL: Property located in the City's Springbrook water shed located west of Talot Road and south of 192nd Street. The building is near the west enterance. LEAD AGENCY: City of Renton, Building and Zoning Department. The lead agency for this proposal has determined that it does not have a probable significant adverse impact on the environment. An environmental impact 'statement (EIS) is not required under RCW 43.21C.030(2)(c). This decision was made after review of a completed environmental checklist and other information on file with the lead agency. This information is available to the public on request. There is no comment period for this DNS. Responsible Official: Environmental Review Committee City of Renton 200 Mill Avenue South, Renton, WA 98055 Phone: 235-2550 APPEAL: You may appeal this determination in writing to Renton Hearing Examiner no later than November 24, 1986. You should be prepared to make specific factual objections. Contact City of Renton, Building and Zoning Department to read or ask about the procedures for SEPA appeals. DATE OF DECISION: November 5, 1986 PUBLICATION DATE: November 10, 1986 AO" /// 104 • I Rori d G. Nelson ,r ' ¢ringe4 B ilding and Zoning Director Policy DeTelopmen Director Richard C. Ho hton�� Public Works irector OF 1R4,,, .. �y 'Z. BUILDING & ZONING DEPARTMENT I.40IZ RONALD G. NELSON - DIRECTOR 09 ammo MUNICIPAL BUILDING 200 MILL AVE.SO. RENTON,WASH. 98055 • 235-2540 co- 0 c1/4 94, SEP�ExstO BARBARA Y. SHINPOCH MAYOR November 18, 1986 Robert E. Bergstrom. P.E. City of Renton. Public Works Department 200 Mill Avenue South' Renton, WA 98055 Re: Application for Conditional Use Permit to Allow the Construction of a 20' x 25' Addition to the Existing City Chlorine Building in a G-1 Zone at the Springbrook Water Shed Dear Mr. Bergstrom: The City of Renton Building and Zoning Department formally accepted the above mentioned application on October 17. 1986. A public hearing before the City of Renton Land Use Hearing Examiner has been scheduled for November 25. 1986. The public hearing commences at 9:00 a.m. in the Council Chambers on the second floor of City Hall. The applicant or representative(s) of the applicant is required to be present at the public hearing. A copy of the staff report will be mailed to you before the,hearing. If you have any questions, please call the Building and Zoning Department at 235-2550. Sincerely, • • Jeanette Samek-McKague Acting Zoning Administrator JMM:cb . RENT' BUILDING & ZONING DEP i 'RENT DEVELOPMENT APPLICATION REVIEW SHEET ECF - 093 - 86 APPLICATION NO(S) : CONDITIONAL USE PERMIT, CU-112-86 PROPONENT : CITY OF RENTON, PUBLIC WORKS DEPARTMENT- fluoride building addition. PROJECT TITLE : SPRINGBROOK WATER SHED 3RIEF DESCRIPTION OF PROJECT: APPLICATION FOR CONDITIONAL USE PERMIT TO ALLOW THE CONSTRUCTION OF A 20' x 25' ADDITION TO THE EXISTING CITY CHLORINE BUILDING IN A P-1 ZONE. !!OCATION : LOCATED IN THE CITY'S SPRINGBROOK WATER SHED LOCATED WEST OF TALBOT ROAD AND SOUTH OF SOUTH 192nd STREET. THE BUILpING IS NEAR THE WEST ENTERANCE. 1 ® PUBLIC WORKS DEPARTMENT SCHEDULED ERC DATE : 11-19-86 1 ❑ ENGINEERING DIVISION ÜTRAFFIC ENG , DIVISION SCHEDULED HEARING DATE : --15111.1TILITIES ENG . DIVISION ® FIRE PREVENTION BUREAU LI PARKS & RECREATION DEPARTMENT El BUILDING & ZONING DEPARTMENT ® POLICE DEPARTMENT n POLICY DEVELOPMENT DEPARTMENT ri OTHERS : COMMENTS OR SUGGESTIONS REGARDING THIS APPLICATION SHOULD BE PROVIDED IN WRITING , PLEASE PROVIDE COMMENTS TO THE BUILDING & ZONING DEPARTMENT 3Y 5 : 00 P .M. ON NOV. 13th, 1986 8 REVIE ING DEPARTMENT/DIVISION : APPROVED n APPROVED WITH CONDIT 'DNS ® OT APPROVED WE US AIKEMIENT-WAT ER i ' , WE earn FERMENT-SEWER Mil' L' U ILIEIIT CHARGE-WATER f/.�� SIMI PMENT CHARGE-SEWER MI ti f V1 MUM AREA CHARGE-WATER "RA V2i £VERT AREA CHARGE-SEWER r/.,. APPROM W U PLAIT 1011 \ ' APPPAIVED Sin PA1 rill 1111111 APFROVED FIRE lina,Z r a i OHS _ Nt D BY FIRE tLL.fi, IIIIIIIIII ' -/) FIRE FCC.. ANALYSIS NM D III f DATE : // i; ilo SIGNATURE OF DIR CTOR OR AUTHORIZED REPRESENTATIVE ,I REVISION 5/1982 Form 182 RENTI- - BUILDING & ZONING DEPA, 7MENT . _ . DEVELOPMENT APPLICATION REVIEW SHEET 1ECF - 093 - 86 'APPLICATION NO(S) : CONDITIONAL USE PERMIT, CU-112-86 PROPONENT ; CITY OF RENTON, PUBLIC WORKS DEPARTMENT- fluoride building addition. PROJECT TITLE : SPRINGBROOK WATER SHED AIEF DESCRIPTION OF PROJECT: APPLICATION FOR CONDITIONAL USE PERMIT TO ALLOW THE ,CONSTRUCTION OF A 20' x 25' ADDITION TO THE EXISTING CITY CHLORINE BUILDING IN A P-1 ZONE. LOCATION : LOCATED IN THE CITY'S SPRINGBROOK WATER SHED LOCATED WEST OF TALBOT ROAD AND SOUTH OF SOUTH 192nd STREET. THE BUIL ING IS NEAR THE WEST ENTERANCE. TO: 1 LI PUBLIC WORKS DEPARTMENT SCHEDULED ERC DATE : 11-19-86 ® ENGINEERING DIVISION TRAFFIC ENG , DIVISION SCHEDULED HEARING DATE : El UTILITIES ENG . DIVISION ® FIRE PREVENTION BUREAU PARKS & RECREATION DEPARTMENT [1] BUILDING & ZONING DEPARTMENT El POLICE ElfOLICY DEVELOPMENT DEPARTMENT El OTHERS : COMMENTS OR SUGGESTIONS REGARDING THIS APPLICATION SHOULD BE PROVIDED aN WRITING . PLEASE PROVIDE COMMENTS TO THE BUILDING & ZONING DEPARTMENT BY 5:00 P .M. ON NOV. 13th, 1986 REVIEWING DEPARTMENT/DIVISION : POLICY DEVELOPMENT l` APPROVED ❑ APPROVED WITH CONDITIONS ❑ NOT APPROVED 4,40/-07-tr-Jc 6eikut-;4/4/66 /6-z-A&JP4oL*-1-0:•Th /6 taLALer-ete.41Z J-))/( - s_5(S ‘: A// CC 5- DATE: ‘ SIGNATURE OF DIREE //X2 TOR OR A! " 1RIZED REPRESENTATIVE REVISION 5/1982 Form 182 RENTP" BUILDING & ZONING DEPARTMENT DEVELOPMENT APPLICATION REVIEW SHEET ECF - 093 - 86 APPLICATION NO(S) : CONDITIONAL USE PERMIT, CU-112-86 PROPONENT : CITY OF RENTON, PUBLIC WORKS DEPARTMENT- fluoride building addition. PROJECT TITLE : SPRINGBROOK WATER SHED BRIEF DESCRIPTION OF PROJECT: APPLICATION FOR CONDITIONAL USE PERMIT TO ALLOW THE CONSTRUCTION OF A 20' x 25' ADDITION TO THE EXISTING CITY CHLORINE BUILDING IN A P-1 ZONE. LOCATION : LOCATED IN THE CITY'S SPRINGBROOK WATER SHED LOCATED WEST OF TALBOT ROAD AND SOUTH OF SOUTH 192nd STREET. THE BUILDING IS NEAR THE WEST ENTERANCE. TO : ® PUBLIC WORKS DEPARTMENT SCHEDULED ERC DATE : 11-19-86 0 ENGINEERING DIVISION ri TRAFFIC ENG . DIVISION SCHEDULED HEARING DATE : UTILITIES ENG , DIVISION 2 (E1 FIRE PREVENTION BUREAU [1] PARKS & RECREATION DEPARTMENT BUILDING & ZONING DEPARTMENT ® POLICE DEPARTMENT ® POLICY DEVELOPMENT DEPARTMENT El OTHERS : COMMENTS OR SUGGESTIONS REGARDING THIS APPLICATION SHOULD BE PROVIDED IN WRITING . PLEASE PROVIDE COMMENTS TO THE BUILDING & ZONING DEPARTMENT BY 5 : 00 P .M. ON NOV. 13th, 1986 tEVIEWI DEPARTMENT/DIVISION ; APPROVED n APPROVED WITH CONDITIONS Jj NOT APPROVED DATE: C57c, 3/,/9/K SIGNATURE OF DIRECTOR OR AUTHORIZED REPRESENTATIVE REVISION 5/1982 Form 182 RENT BUILDING & ZONING DEPA~ MENT DEVELOPMENT APPLICATION REVIEW SHEET ECF — 093 - 86 :APPLICATION NO(S) : CONDITIONAL USE PERMIT, CU-112-86 PROPONENT: CITY OF RENTON, PUBLIC WORKS DEPARTMENT- fluoride building addition. PROJECT TITLE : SPRINGBROOK WATER SHED BRIEF DESCRIPTION OF PROJECT: APPLICATION FOR CONDITIONAL USE PERMIT TO ALLOW THE CONSTRUCTION OF A 20' x 25' ADDITION TO THE EXISTING CITY CHLORINE BUILDING IN A P-1 ZONE. LOCATION : LOCATED IN THE CITY'S SPRINGBROOK WATER SHED LOCATEDWZOF TALBOT ROAD AND SOUTH OF SOUTH 192nd STREET. THE BUILDING. IS NEAR THE WEST ENTERANCE. TO : PUBLIC WORKS DEPARTMENT SCHEDULED ERC DATE : 11-19-86 ENGINEERING DIVISION OTRAFFIC ENG. DIVISION SCHEDULED HEARING DATE : 1 El UTILITIES ENG . DIVISION fl FIRE PREVENTION BUREAU PARKS & RECREATION DEPARTMENT BffNG & ZONING DEPARTMENT ' ® POLICE DEPARTMENT POLICY DEVELOPMENT DEPARTMENT flOTHERS : dOMMENTS OR SUGGESTIONS REGARDING THIS APPLICATION SHOULD BE PROVIDED I;N WRITING . PLEASE PROVIDE COMMENTS TO THE BUILDING & ZONING DEPARTMENT 3Y 5: 00 P .M. ON NOV. 13th, 1986 REVIEWING DEPARTMENT/DIVISION : 2.OK IIL)r c;sAPPROVED El APPROVED WITH CONDITIONS ONOT APPROVED s pI DATE: // - /1"-K9 SIGNATURE OF DIRECTO OR AUTHORIZED REPRESENTATIVE REVISION 5/1982 Form 182 - RENTS BUILDING & ZONING DEPi'-?MENT DEVELOPMENT APPLICATION REVIEW SHEET ECF - 093 - 86 APPLICATION NO(S) : CONDITIONAL USE PERMIT, CU-112-86 'ROPONENT : CITY OF RENTON, PUBLIC WORKS DEPARTMENT- fluoride building addition. `i OJECT TITLE : SPRINGBROOK WATER SHED 3RIEF DESCRIPTION OF PROJECT: APPLICATION FOR CONDITIONAL USE PERMIT TO ALLOW THE CONSTRUCTION OF A 20' x 25' ADDITION TO THE EXISTING CITY CHLORINE BUILDING IN A P-1 ZONE. LOCATION : LOCATED IN THE CITY'S SPRINGBROOK WATER SHED LOCATED WEST OF TALBOT ROAD AND SOUTH OF SOUTH 192nd STREET. THE BUILDING IS NEAR THE WEST ENTERANCE. TO: 0 PUBLIC WORKS DEPARTMENT SCHEDULED ERC DATE : 11-19-86 0 ENGINEERING DIVISION TRAFFIC ENG. DIVISION SCHEDULED HEARING DATE : IIUTILITIES ENG . DIVISION [1] FIRE PREVENTION BUREAU 0 PARKS & RECREATION DEPARTMENT /BUILDING & Z0m DEPARTMENT 0 POLICE DEPARTMENT ® POLICY DEVELOPMENT DEPARTMENT OTHERS : COMMENTS OR SUGGESTIONS REGARDING THIS APPLICATION SHOULD BE PROVIDED IN WRITING. PLEASE PROVIDE COMMENTS TO THE BUILDING & ZONING DEPARTMENT 3Y1 5:00 P .M. ON NOV. 13th, 1986 REVIEWING DEPARTMENT/DIVISION : D Lid APPROVED ❑ APPROVED WITH CONDITIONS El NOT APPROVED DATE: ` _�- / 7A: SIGNAT7b , DIRECTOR ( ;UTHORIZED REPRESENTATIVE REVISION 6/1982 Form 182 RENT BUILDING & ZONING DEPA"MENT I - DEVELOPMENT APPLICATION REVIEW SHEET ECF - 093 - 86 APPLICATION NO(S) : CONDITIONAL USE PERMIT, CU-112-86 PROPONENT : CITY OF RENTON, PUBLIC WORKS DEPARTMENT- fluoride building addition. PROJECT TITLE : SPRINGBROOK WATER SHED BRIEF DESCRIPTION OF PROJECT: APPLICATION FOR CONDITIONAL USE PERMIT TO ALLOW THE I CONSTRUCTION OF A 20' x 25' ADDITION TO THE EXISTING CITY CHLORINE BUILDING IN A P-1 ZONE. LOCATION : LOCATED IN THE CITY'S SPRINGBROOK WATER SHED LOCATED WEST OF TALBOT ROAD AND SOUTH OF SOUTH 192nd STREET, THE BUILDING IS NEAR THE WEST ENTERANCE. ® PUBLIC WORKS DEPARTMENT SCHEDULED ERC DATE : 11-19-86 El ENGINEERING DIVISION ETTRAFFIC ENG . DIVISION SCHEDULED HEARING DATE : ® UTILITIES ENG , DIVISION ® FIRE PREVENTION BUREAU PARKS & RECREATION DEPARTMENT 0 BUILDING & ZONING DEPARTMENT LI POLICE DEPARTMENT LI POLICY DEVELOPMENT DEPARTMENT OTHERS : I COMMENTS OR SUGGESTIONS REGARDING THIS APPLICATION SHOULD BE PROVIDED IN WRITING , PLEASE PROVIDE COMMENTS TO THE BUILDING & ZONING DEPARTMENT BY 5: 00 P .M. ON NOV. 13th, 1986 REVIEWI DEPARTMENT/DIVISION : 7r-af.,;r APPROVED [1 APPROVED WITH CONDITIONS ONOT APPROVED llla '--Y-J# /em s wo e C62- DATE: d?? SIGNATURE OF DIRECTOR O JTHOR ED REPRESE TATIVE REVISION 5/1982 Form 182 RENTt-�"I BUILDING & ZONING DEPA -"WENT DEVELOPMENT APPLICATION REVIEW SHEET `GF - 093 - 86 APPLICATION NO(S) : CONDITIONAL USE PERMIT, CU-112-86 PROPONENT: CITY OF RENTON, PUBLIC WORKS DEPARTMENT- fluoride building addition. PROJECT TITLE : SPRINGBROOK WATER SHED BRIEF DESCRIPTION OF PROJECT: APPLICATION FOR CONDITIONAL USE PERMIT TO ALLOW THE CONSTRUCTION OF A 20' x 25' ADDITION TO THE EXISTING CITY CHLORINE BUILDING IN A P-1 ZONE. LOCATION : LOCATED IN THE CITY'S SPRINGBROOK WATER SHED LOCATED WEST OF TALBOT ROAD AND SOUTH OF SOUTH 192nd STREET. THE BUILDING S NEAR THE WEST ENTERANCE. TO: PUBLIC WORKS DEPARTMENT SCHEDULED ERC DATE : 11-19-86 45ENGINEERING DIVISION FlTRAFFIC ENG. DIVISION SCHEDULED HEARING DATE : ❑ UTILITIES ENG . DIVISION fl FIRE PREVENTION BUREAU OPARKS & RECREATION DEPARTMENT EBUILDING & ZONING DEPARTMENT r-1 POLICE DEPARTMENT n POLICY DEVELOPMENT DEPARTMENT DOTHERS : COMMENTS OR SUGGESTIONS REGARDING THIS APPLICATION SHOULD BE PROVIDED I:N WRITING. PLEASE PROVIDE COMMENTS TO THE BUILDING & ZONING DEPARTMENT .YY 5:00 P.M. ON NOV. 13th, 1986 REVIEWING DEPARTMENT/DIVISION : c APPROVED [' APPROVED WITH CONDITIONS fl NOT APPROVED 0.7 /obi/,cF_ DATE : SIGNATURE OF DIRECTOR OR AUTHORIZED REPRESENTATIVE REVISION 5/1982 Form 182 I VIRONMENTAL CHECKLIST REVIEW SI f `D1 REVIEWING DEPARTMENT: C)(1)( .�� ,� � DATE CIRCULATED: OCT. 30th, ' 1986 COMMENTS DUE: NOV. 13th . 1986 ECF - 093 _ 86 I APPLICATION NO(s). CONDITIONAL USE PERMIT, CU-112-86 PROPONENT: CITY OF RENTON, PUBLIC WORKS DEPARTMENT-fluoride building additior PROJECT TITLE: SPRINGBROOK WATER SHED BRIEF DESCRIPTION OF PROJECT: APPLICATION FOR' CONDITIONAL USE PERMIT TO ALLOW THE CONSTRUCTION OF A 20 'x' 25r ADDITION TO THE EXISTING CITY CHLORINE BUILDING IN A P-1 ZONE. LOCATION: LOCATED IN THE CITY' S SPRINGBROOK WATER SHED LOCATED WEST OF TALBOT ROAD & SOUTH OF SOUTH 192nd STREET. THE BUILDING IS NEAR THE WEST ETEc E . BUILDING AREA (gross): IMPACT REVIEW ON ENVIRONMENTAL ELEMENTS MINOR MAJOR MORE IMPACT IMPACT INFORMATION 1) Earth 2) Air 3) Water 4) Plants 5) Animals 6) Energy and Natural Resources 7) Environmental Health 8) Land and Shoreline Use 9) Housing 1 10) Aesthetics 11) Light and Glare 12) Recreation I 13) Historic and Cultural Preservation 1 14) Transportation 1 15) Public Services ! 16) Utilities II COMMENTS: • 1 I RECOMMENDATION: DNS 0 MITIGATED DNS Q EIS • 1 REVIEWED BY: z� L/Ge i TITLE: /6// DATE: / 3 0- FORM f 14 REVISED 9/10/85 VIRONMENTAL CHECKLIST REVIEW SI f REVIEWING DEPARTMENT: Cam). C�1. 1'-(=- 2.,( u (-� ZL\/ DATE CIRCULATED:. OCT. 30th, 1986 COMMENTS DUE: NOV. 13th , 1986 ECF - 093 _ 86 APPLICATION NO(s). CONDITIONAL USE PERMIT, CU-112-86 • PROPONENT: CITY OF RENTON, PUBLIC WORKS DEPARTMENT-fluoride building additior PROJECT TITLE: SPRINGBROOK WATER SHED BRIEF DESCRIPTION OF PROJECT: APPLICATION FOR' CONDITIONAL USE PERMIT TO ALLOW THE CONSTRUCTION OF A 20 'x 25 ' ADDITION TO THE EXISTING CITY CHLORINE BUILDING IN A P-1 ZONE. LOCATION: LOCATED IN THE CITY' S SPRINGBROOK WATER SHED LOCATED WEST OF TALBOT ROAD & SOUTH OF SOUTH 192nd STREET. THE BUILDING IS NEAR THE WEST SETEcE BUILDING AREA (gross): IMPACT REVIEW ON ENVIRONMENTAL ELEMENTS MINOR MAJOR MORE IMPACT IMPACT INFORMATION • 1) Earth L/ 2) Air 3) Water 4) Plants c/ 5) Animals 6) Energy and Natural Resources c/ 7) Environmental Health c/ 8) Land and Shoreline Use. 9) Housing t� 10) Aesthetics (./ 11) Light and Glare 12) Recreation 13) Historic and Cultural Preservation 14) Transportation 15) Public Services 16) Utilities _ COMMENTS: RECOMMENDATION: gj DNS Q MITIGATED DNS n EIS REVIEWED BY:17;1 ) L TITLE: DATE: 70/-36/?-6 FORM #14 REVISED 9/10/85 IIRONMENTAL CHECKLIST REVIEW SI REVIEWING DEPARTMENT: RAJ � �� t�)t -OfI�1'l�J�-�� DATE CIRCULATED: OCT. 3 0 t h," 1986 COMMENTS DUE: NOV Lin ECF - 093 - 86 APPLICATION NO(s). CONDITIONAL USE PERMIT, CU-112-86 OCT 30. 1986 PROPONENT: CITY OF RENTON, PUBLIC WORKS DEPARTMENT-fluoridteMAAditior PROJECT TITLE: SPRINGBROOK WATER SHED i BRIEF DESCRIPTION OF PROJECT: APPLICATION FOR CONDITIONAL USE PERMIT TO ALLOW THE CONSTRUCTION OF A 20 'x' 25 ' ADDTTION TO THE EXISTING CITY CHLORINE BUILDING IN A P-1 ZONE. LOCATION: LOCATED IN THE' CITY' S SPRINGBROOK WATER SHED LOCATED WEST OF TALBOT ROAD & SOUTH OF SOUTH 192nd STREET. THE BUILDING IS NEAR THE WEST ,.FlirkewE - BUILDING AREA (gross): IMPACT REVIEW ON ENVIRONMENTAL ELEMENTS MINOR MAJOR MORE IMPACT IMPACT INFORMATION 1) Earth 2) Air 3) Water 1/ 4) Plants [/ 5) Animals 6) Energy and Natural Resources 7) Environmental Health 8) Land and Shoreline Use 9) Housing 10) Aesthetics 11) 'Light and Glare 12) Recreation 13) Historic and Cultural Preservation 14) Transportation 15) Public Services (.// 16) Utilities COMMENTS: RECOMMENDATION: `:g DNS El MITIGATED DNS n EIS REVIEWED BY:( )4cJe Ovts TITLE: 51'5 ct e r— 6 11 5 8 DATE: . , �,.. FORM #14 REVISED 9/10/85 jr VIRONMENTAL CHECKLIST REVIEW SI r REVIEWING.DEPARTMENT: \r f2 1,(-' E ik)G DATE CIRCULATED: OCT. 30th, ' 1986 COMMENTS DUE: NOV. 13th, 1986 ECF - 093 - 86 APPLICATION NO(s). CONDITIONAL • USE PERMIT, CU-112-86 PROPONENT: CITY OF RENTON, PUBLIC WORKS DEPARTMENT-fluoride building addit PROJECT TITLE: SPRINGBROOK WATER SHED BRIEF DESCRIPTION OF PROJECT: APPLICATION FOR CONDITIONAL USE PERMIT TO ALLOW THE CONSTRUCTION OF A 20 'x' '25 ' ADDITION TO THE EXISTING CITY CHLORINE BUILDING IN A P-1 ZONE. LOCATION: LOCATED IN THE CITY' S SPRINGBROOK WATER SHED LOCATED WEST OF TALBOT ROAD & SOUTH OF SOUTH 192nd STREET. THE BUILDING IS NEAR THE WEST ,,F+IETETACE . BUILDING AREA (gross): IMPACT REVIEW ON ENVIRONMENTAL ELEMENTS MINOR MAJOR MORE IMPACT IMPACT INFORMATION 1) Earth 2) Air 3) Water A/ 4) Plants (/ 5) Animals 6) Energy and Natural Resources 7) Environmental Health 8) Land and Shoreline Use 9) Housing 10) Aesthetics 11) Light and Glare 12) Recreation 13) Historic and Cultural Preservation 14) Transportation 15) Public Services 16) Utilities COMMENTS: II RECOMMENDATION: DNS Q MITIGATED DNS n EIS REVIEWED BY: G' VITITLE: DATE;: 3� l�� FORM #14 +Ir REVISED 9/10/85 y• . , IIRONMENTAL CHECKLIST REVIEW SI I REVIEWING DEPARTMENT: aLA �.1 V ' DATE CIRCULATED: OCT. 30th, 1986 COMMENTS DUE: NOV. 13th . 1986 ECF - 093 - 86 APPLICATION NO(s). CONDITIONAL USE PERMIT, CU-112-86 • PROPONENT: CITY OF RENTON, PUBLIC WORKS DEPARTMENT-fluoride building additic PROJECT TITLE: SPRINGBROOK WATER SHED BRIEF DESCRIPTION OF PROJECT: APPLICATION FOR CONDITIONAL USE PERMIT TO ALLOW THE CONSTRUCTION OF A 20 'x 25t ADDITION TO THE EXISTING CITY CHLORINE BUILDING IN A P-1 ZONE. LOCATION: LOCATED IN THE CITY' S SPRINGBROOK WATER SHED LOCATED WEST OF TALBOT ROAD & SOUTH OF SOUTH 192nd STREET. THE BUILDING IS NEAR THE WEST ETEcE. BUILDING AREA (gross): IMPACT REVIEW ON ENVIRONMENTAL ELEMENTS MINOR MAJOR MORE IMPACT IMPACT INFORMATION 1) Earth 2) Air 3) Water 4) Plants 5) Animals 6) Energy and Natural Resources 7) Environmental Health 8) Land and Shoreline Use 9) Housing 10) Aesthetics 11) Light and Glare 12) Recreation 13) Historic and Cultural Preservation 14) Transportation 15) Public Services 16) Utilities COMMENTS: RECOMMENDATION: 15Z1 DNS Q MITIGATED DNS [ 1 EIS REVIEWED B . TITLE: DATE: / / — e)9(' FORM #14 REVISED 9/10/85 • /IRONMENTAL CHECKLIST REVIEW SI I REVIEWING DEPARTMENT: C N ( � �,-2)W • DATE CIRCULATEDo OCT. 30th,' 1986 COMMENTS DUE: NOV . L3th. 1986 ECF - 093 _ 86 • APPLICATION NO(s). CONDITIONAL USE PERMIT, CU-112-86 • PROPONENT: CITY OF RENTON, PUBLIC WORKS DEPARTMENT-fluoride building additioi PROJECT TITLE: SPRINGBROOK WATER SHED BRIEF DESCRIPTION OF PROJECT: APPLICATION FOR CONDITIONAL USE PERMIT TO ALLOW THE CONSTRUCTION OF A 20 'x- 25 ' ADDITION TO THE EXISTING CITY CHLORINE BUILDING IN A -1 ZONE. LOCATION: LOCATED IN THE CITY' S SPRINGBROOK WATER SHED LOCATED 104 OF TALBOT ROAD & SOUTH OF SOUTH 192nd STREET . THE BUILDING IS NEAR THE WEST sir EE cE . BUILDING AREA (gross): IMPACT REVIEW ON ENVIRONMENTAL ELEMENTS MINOR MAJOR MORE IMPACT IMPACT INFORMATION 1) Earth 2) Air 3) Water 4) Plants 5) Animals 6) Energy and Natural Resources . 's>.‹ 7) Environmental Health 8) Land and Shoreline Use 9) Housing 10) Aesthetics 11) Light and Glare 12) Recreation 13) Historic and Cultural Preservation 14) Transportation 15) Public Services 16) Utilities COMMENTS: RECOMMENDATION: . M DNS Q MITIGATED DNS n EIS REVIEWED BY: \s._ i‘..AAA TITLE: DATE: i /4 FORM #14 REVISED 9/10/85 IIRONM TC-CHECKLIST REVEW SI r REVIEWING DEPARTMENT: { Ia=-, c '�\ «t DATE CIRCULATED: OCT. 30th, 1986 COMMENTS DUE: NOV. 13th, 1986 ECF - 093 _ 86 21 0 :j 6, APPLICATION NO(s). CONDITIONAL USE_PERMIT,, CU-112-86 ' I'"•" i 7 PROPONENT: CITY OF RENTON, PUBLIC WORKS DEPARTMENT-fluoride buildingadditior PROJECT TITLE: SPRINGBROOK WATER SHED BRIEF DESCRIPTION OF PROJECT: • APPLICATION FOR CONDITIONAL USE PERMIT TO ALLOW THE CONSTRUCTION OF A 20 'x 25 ' ADDITION TO THE EXISTING CITY CHLORINE BUILDING IN A -1 ZONE. LOCATION: LOCATED IN THE CITY' S SPRINGBROOK WATER SHED LOCATED WEST OF TALBOT ROAD & SOUTH OF SOUTH 192nd STREET. THE BUILDING IS NEAR THE WEST �EcE . BUILDING AREA (gross): IMPACT REVIEW ON ENVIRONMENTAL ELEMENTS MINOR MAJOR MORE IMPACT IMPACT INFORMATION 1) Earth 2) Air 3) Water 4) Plants 5) Animals 6) Energy and Natural Resources 7) Environmental Health 8) Land and Shoreline Use 9) Housing 10) Aesthetics 11) Light and Glare 12) Recreation 13) Historic and Cultural Preservation 14) Transportation 15) Public Services 16) Utilities COMMENTS: RECOMMENDATION: DNS Q MITIGATED DNS El EIS REVIEWED TITLE: ,;2: �ai>.c,lcaD FORM #14 REVISED 9/10/85 VIRONMENTAL CHECKLIST REVIEW S r REVIEWING DEPARTMENT: ( LT I. L,AT I c'cD\ . DATE CIRCULATED: OCT. 30th, 1986 COMMENTS DUE: NOV . 13th . 1986 ECF - 093 - 86 APPLICATION NO(s). CONDITIONAL USE PERMIT, CU-112-86 1 PROPONENT: CITY OF RENTON, PUBLIC WORKS DEPARTMENT-fluoride building additior PROJECT TITLE: SPRINGBROOK WATER SHED BRIEF DESCRIPTION OF PROJECT: APPLICATION FOR CONDITIONAL USE PERMIT TO ALLOW THE CONSTRUCTION OF A 20 'x' 25 ' ADDITION TO THE EXISTING CITY CHLORINE BUILDING IN A -1, ZONE. LOCATION: LOCATED IN THE CITY' S SPRINGBROOK WATER SHED LOCATED WEST OF TALBOT ROAD & SOUTH OF SOUTH 192nd STREET. THE BUILDING IS NEAR THE WEST SiirCE . BUILDING AREA (gross): IMPACT REVIEW ON ENVIRONMENTAL ELEMENTS MINOR MAJOR MORE IMPACT IMPACT INFORMATION 1) Earth • 2) Air 3) Water 4) Plants 5) Animals 6) Energy and Natural Resources 7) Environmental Health 8) Land and Shoreline Use 9) Housing 10) Aesthetics 11) Light and Glare 12) Recreation 13) Historic and Cultural Preservation 14) Transportation 15) Public Services 16) Utilities COMMENTS: RECOMMENDATION: DNS Q MITIGATED DNS n EIS REVIEWED BY: TITLE: V/efit, eire,attJ DATE: �� . /3_ /8.'64 FORM #14 REVISED 9/10/85 JIRONMENTAL CHECKLIST REVIEW SI 1 REVIEWING DEPARTMENT: DATE CIRCULATED: OCT. 30th, 1986 COMMENTS DUE: NOV . 13th. 1986 ECF - 093 - 86 APPLICATION NO(s). CONDITIONAL USE PERMIT, CU-112-86 PROPONENT: CITY OF RENTON, PUBLIC WORKS DEPARTMENT-fluoride building additior PROJECT TITLE: SPRINGBROOK WATER SHED BRIEF DESCRIPTION OF PROJECT: APPLICATION FOR CONDITIONAL USE PERMIT TO ALLOW THE CONSTRUCTION OF A 20 'x:' 25 ' ADDITION TO THE EXISTING CITY CHLORINE BUILDING IN A 6►-1 ZONE. LOCATION: LOCATED IN THE CITY' S SPRINGBROOK WATER SHED LOCATED WEST OF TALBOT ROAD & SOUTH OF SOUTH 192nd STREET. THE BUILDING IS NEAR THE WEST ,FrlAcE . BUILDING AREA (gross): IMPACT REVIEW ON ENVIRONMENTAL ELEMENTS MINOR MAJOR MORE IMPACT IMPACT INFORMATION 1) Earth 2) Air 3) Water 4) Plants 5) Animals 6) Energy and Natural Resources 7) Environmental Health 8) Land and Shoreline Use 9) Housing 10) Aesthetics 11) Light and Glare 12) Recreation 13) Historic and Cultural Preservation 14) Transportation 15) Public Services 16) Utilities COMMENTS: RECOMMENDATION: El DNS Q MITIGATED DNS n EIS REVIEWED BY: TITLE: DATE: FORM #14 REVISED 9/10/85 a , RENT BUILDING & ZONING DEPI MENT DEVELOPMENT APPLICATION REVIEW SHEET ECF - 093 — 86 APPLICATION NO(S) : CONDITIONAL USE PERMIT, CU-112-86 PROPONENT : CITY OF RENTON, PUBLIC WORKS DEPARTMENT- fluoride building addition. PROJECT TITLE : SPRINGBROOK WATER SHED BRIEF DESCRIPTION OF PROJECT: APPLICATION FOR CONDITIONAL USE PERMIT TO ALLOW THE CONSTRUCTION OF A 20' x 25' ADDITION TO THE EXISTING CITY CHLORINE BUILDING IN A P-1 ZONE. LOCATION : LOCATED IN THE CITY'S SPRINGBROOK WATER SHED LOCATED WEST OF TALBOT ROAD AND SOUTH OF SOUTH 192nd STREET. THE BUILDING IS NEAR THE WEST ENTERANCE. TO : PUBLIC WORKS DEPARTMENT SCHEDULED ERC DATE : 11-19-86 OENGINEERING DIVISION ' n TRAFFIC ENG , DIVISION SCHEDULED HEARING DATE : OUTILITIES ENG , DIVISION I ( FIRE PREVENTION BUREAU PARKS & RECREATION DEPARTMENT n BUILDING & ZONING DEPARTMENT POLICE DEPARTMENT OPOLICY DEVELOPMENT DEPARTMENT OOTHERS : COMMENTS OR SUGGESTIONS REGARDING THIS APPLICATION SHOULD BE PROVIDED IN WRITING , PLEASE PROVIDE COMMENTS TO THE BUILDING & ZONING DEPARTMENT BY 5 :00 P .M, ON NOV. 13th, 1986 REVIEWING DEPARTMENT/DIVISION : n APPROVED DAPPROVED WITH CONDITIONS n NOT APPROVED DATE : SIGNATURE OF DIRECTOR OR AUTHORIZED REPRESENTATIVE REVISION•5/1982 OF R4, PUBLIC WORKS DEPARTMENT U 4$ CoO DESIGN/UTILITY ENGINEERING 235-2631 3, sail MUNICIPAL BUILDING 200 MILL AVE.SO. RENTON,WASH.98055 .990 Co. 0 SEPT��$ BARBARA Y. SHINPOCH MAYOR MEMORANDUM DATE: November 14, 1986 TO: Dee Beedle, Building & Zoning FROM: Michael Benoit, Utility Engineering SUBJECT: SPRINGBROOK FLUORIDATION PROJECT As of November 14, 1986 the notices of Public Hearing for the Hearing Examiner for the Springbrook Fluoridation project were posted as follows: . On Talbot Road, on the first pole North of the entrance to Springbrook. . On Talbot Road, on the second pole South of the entrance to Springbrook. . On South 200th Street, at 100th Avenue S.E. , across from Springbrook Elementary School. These were all the notices given to me. I hope this meets your requirements. Please note that the Notices posted as per my November 7th memo, were still as posted. eq- 1H.04.03:MB:mf rQ OF lis4,A , f1f';P; 1, 0 „ viw 0 PUBLIC WORKS DEPARTMENT C„ S DESIGN/UTILITY ENGINEERING • 235-2631 otT- sm. s MUNICIPAL BUILDING 200 MILL AVE.SO. RENTON,WASH.98055 9 4` o91 SEP1E I? �g .. a BARBARA Y. SHINPOCH November 10, 1986 n MAYOR IN ,. MEMORANDUM fi I TO: Dee BeedTe,' 'Building & Zoningct FORM: Michael Benoit, Design Engineering `,' SUBJECT: ' Springbrook Fluoridation Project Pa P 1 r1 As of November 7, 1986 the notice of Environmental Determination for F ° the Springbrook Fluoridation Project here posted as follows: 0 1, kv kq On Talbot Road, on the first pole North of the entrance to Springbrook. ,v N On Talbot Road, on the first pole South of the entrance to Springbrook. . r On South 200th street, at 100th Avenue S.E. , across from Springbrook Elementary School . These were all the notices given to me. I hope this meets your 0 requirements. Oi re :j w c; Y PC 2109N CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE ENVIRONMENTAL CHECKLIST NO. : ECF-093-86 APPLICATION NO(s). : CU-112-86 DESCRIPTION OF PROPOSAL: Fluoride building addition, Springbrook water shed. Application for Conditional Use Permit to allow the construction of a 20' x 25' addition to the existing City chlorine building in a P-1 zone. PROPONENT: City of Renton, Public Works Department LOCATION OF PROPOSAL: Property located in the City's Springbrook water shed located west of Talot Road and south of 192nd Street. The building is near the west enterance. LEAD AGENCY: City of Renton, Building and Zoning Department. The lead agency for this proposal has determined that it does not have a probable significant adverse impact on the environment. An environmental impact statement (EIS) is not required under RCW 43.21C.030(2)(c). This decision was made after review of a completed environmental checklist and other information on file with the lead agency. This information is available to the public on request. There is no comment period for this DNS. Responsible Official: Environmental Review Committee City of Renton 200 Mill Avenue South, Renton, WA 98055 Phone: 235-2550 APPEAL: You may appeal this determination in writing to Renton Hearing Examiner no later than November 24, 1986. You should be prepared to make specific factual objections. Contact City of Renton, Building and Zoning Department to read or ask about the procedures for SEPA appeals. DATE OF DECISION: November 5, 1986 PUBLICATION DATE: November 10, 1986 /// I Ai Ro d G. Nelson =r ' rringeji B aiding and Zoning Director Policy De'elopmeT Director • Richard C. Ho hton Public Works irector . 3 I " 4&:.-5ozedf ' ENVIRONMENTk . .Y. i• APPLICATION NO. APPLICANT ECF-093-86 & 1CU-112r-86 CITY OF RENTON PUBLIC WORKS DEPARTMENT PROPOSED ACTION .APPLICATION FOR CONDITIONAL USE PERMIT TO ALLOW THE CONSTRUCTION OF A 20'x25' ADDITION TO THE EXISTING CITY CHLORINE 8iiii4P61.-TANdIsr,kND/OR ADDRESS • IN THE CI.TY'S SPRINGBRUUK WATER SHED LOCATED WEST OF TALBOT ROAD & SOUTH OF 192ND STREET. THE BUILDING IS NEAR THE WEST ENTRANCE. POSTED TO NOTIFY INTERESTED PERSONS OF AN ENVIRONMENTAL ACTION. • THE CITY OF RENTON ENVIRONMENTAL REVIEW COMMITTEE (E.R.C.) HAS DETERMINED THAT THE PROPOSED ACTION DOES • j51 DOES NOT HAVE A SIGNIFICANT ADVERSE IMPACT ON THE ENVIRONMENT. AN ENVIRONMENTAL IMPACT STATEMENT WILL 1><IWILL NOT BE REQUIRED. THE CITY OF RENTON WILL NOT ACT ON THIS PROPOSAL FOR 15 DAYS FROM THE DATE BELOW. COMMENTS MUST BE RECEIVED BY _ 'NOVEMBER 24, 1986 AN APPEAL OF THE ABOVE DETERMINATION MAY BE FILED WITH THE RENTON. HEARING EXAMINER BY 5:00 P.M., ' • NOVEMBER 24, 1986 FOR FURTHER INFORMATION, CONTACT THE CITY OF RENTON BUILDING & ZONING DEPARTMENT AT 235-2550. DO NOT REMOVE THIS. NOTICE W"r'HOUT PROPER AUTHORIZATION. @ °) l? QSE, City of Renton Land Use Hearing Examiner will hold a • Y T �r 1 yeti q9i .t dp� !h i;i in CITY COUNCIL CHAMBERS , CITY HALL ON NOVEMBER 25, 1986 BEGINNING AT 9 :00 A.M. P.M. CONCERNING: CITY OF RENTON, ' PUBLIC WORKS DEPARTMENT ECF-093-86 & CU-112-86 FLOURIDE BUILDING ADDITION, SPRINGBROOK WATER SHED, APPLICATION FOR CONDITIONAL USE PERMIT TO ALLOW THE CONSTRUCTION OF A 20'X25" ADDITION TO THE EXISTING CITY CHLORINE BUILDING IN AG-1 ZONE, PROPERTY LOCATED IN THE CITY'S SPRINGBROOK WATER SHED LOCATED WEST OF TALBOT ROAD AND SOUTH OF 192ND STREET. THE BUILDING IS- NEAR THE WEST ENTRANCE. GENERAL LOCATION AND/OR ADDRESS: • FOR FURTHER INFORMATION CALL THE CITY OF RENTON BUILDING & ZONING DEPARTMENT 235-2550 THIS NOTICE NOT TO BE REMOVED WITHOUT PRF R AUTHORIZATION - OF R4,4, .. 0 ` PUBLIC WORKS DEPARTMENT RICHARD C. HOUGHTON • DIRECTOR - 0 ° MUNICIPAL BUILDING 200 MILL AVE.SO. RENTON,WASH.98055 ��� 206 235-2569 9�TED SEPIE1O November 6, 1986 BARBARA Y. SHINPOCH MAYOR MEMORANDUM r,;,_.`. ',1 TO: Fred Kaufman, Hearing Examiner FROM: Richard Houghton, Public Works Director SUBJECT: Meeting - November 25th ref. Fluoridation Fred: If you wish, Pat will record the subject meeting for us. Also, in the event there is a last minute conflict (Aviation committee) we have a back-up - Micflanaghan. If you have any questions, please call . PMP cc: Jeannette Samek-McKague 2110N NOTICE OF ENVIRONMENTAL DETERMINATION ENVIRONMENTAL REVIEW COMMITTEE RENTON, WASHINGTON The Environmental Review Committee (ERC) has issued a declaration of non-significance for the following project: ECF-093-86 CITY OF RENTON, PUBLIC WORKS DEPARTMENT *- CU-112-86 Fluoride building addition, Springbrook water shed. Application for Conditional Use Permit to allow the construction of a 20' x 25' addition to the existing City chlorine building in a q"-1 zone. Property located in the City's Springbrook water shed located west of Talot Road and south of 192nd Street. The building is near the west enterance. Further information regarding this action is available in the Building and Zoning Department, Municipal Building, Renton, Washington, 235-2550. Any appeal of ERC action must be filed with the Renton Hearing Examiner by November 24, 1986. Published: November 10, 1986 f, FyE . i _ R 5 INTEROFFICE MEMO TO: DATE: BOB BERGSTROPM OCTOBER 17, 1986 FROM: JERRY LIND SUBJECT: FLUORIDATION FACILITY AT SPRINGBROOK WATER SHED To construct the above referenced facility at the Springbrook water shed will require a Conditional Use Permit because of the G-1 • • zoning designation of the property. I. am returning your application to you. We will need 8 copies of this, front and back, including the. original . We will also need the other items that are marked on the application procedure sheet. Upon receipt of this additional information, we will proceed with the application as quickly as we can. • • lj 11 OCT ing86 -' QUILDNG/ZCANING DEPT. INTEROFFICE MEMO TO: DATE: BOB RGSTROM OCTOBER 17, 1986 FROM: JERRY LIND • SUBJECT: FLUORIDATION FACILITY AT SPRINGBROOK WATER SHED To construct the above referenced facility at the Springbrook water shed will require a Conditional Use Permit because of the G-1 zoning designation of the property. I am returning your application to you. We will need 8 copies of this, front and back, including the original . We will also need the other items that are marked on the application procedure sheet. Upon receipt of this additional information, we will proceed with the application as ouickly as we can. �Q� uY' You d✓�r ,°� Af cPocSt dr eJe'' � PIeo-� �a 1142- eat Cow aorq., g,I1s '„� CITY OV RENTON 11) F.H \V/ Al OCT171986 BUILDING/ZONING.DEPT. OF R4, �4y ' o PUBLIC WORKS DEPARTMENT 4$ DESIGN/UTILITY ENGINEERING • 235-2631 oamp MUNICIPAL BUILDING 200 MILL AVE.SO. RENTON,WASH.98055 9A to. ‘Q O917'0D SEPZE# BARBARA Y. SHINPOCH MAYOR • MEMORANDUM DATE: September 5, 1986 TO: Ron Nelson FROM: Bob Bergstrom SUBJECT: Renton Water System Fluoriddation Facility Building Permit . Please find attached the Building Permit submittals for the Renton Water Department new fluoride injection systems at Springbrook Water Shed, and the Cedar River Park. Your assistance in processing these permits is requested. Please bill me for any permit fees. Thank you. \13°,-SQ - :mf Attachments ' ' r VriS ya u' fj OCT 171986 ' ti�Y• o CITY OF RENTON ' FILE NO(S): C,u-112 '-�r� • 4 t;i g + • B DING & ZONING DEPARTM _ r EcF-ep3`moo, `'IL MASTER APPLICA , .. . ON • 1 ' NOTE TO APPLICANT: Since this is a comprehensive application form, only those items related to your specific type of application(s) are to be completed. (Please print or type. Attach additional sheets if necessary.) • 1 APPLICANT ITYPE OF APPLICATION NAME CITY OF RENTON FEES Department of Public Works ADDRESS . ❑ REZONE*(FROM TO ) 200 Mill Avenue South ED SPECIAL PERMIT* CITY ZIP • :::]� TEMPORARY PERMIT* Renton 98055 1ry�-�.+ CONDITIONAL USE PERMIT* . TELEPHONE • ci SITE PLAN APPROVAL ❑ SPECIAL PERMIT FOR GRADE AND FILL 235-2631 • No. of Cubic Yards: CONTACT PERSON VARIANCE* From Section: NAME 1 * Justification Required 'Robert E. Bergstrom, P.E. ADDRESS • SUBDIVISIONS: ' Same As Above ❑ SHORT PLAT • CITY ZIP ❑ TENTATIVE PLAT ❑ PRELIMINARY PLAT TELEPHONE CD FINAL PLAT ❑ WAIVER (Justification Required) OWNER • NO. OF LOTS: NAME CITY OF RENTON 1 PLAT NAME: Department of Public Works ADDRESS PLANNED UNIT DEVELOPMENT: Same As Above 0 PRELIMINARY CITY • ZIP ❑ FINAL TELEPHONE P.U.D. NAME: ❑ Residential 0 Industrial ❑ Commercial 0 Mixed LOCATIONI . -- MOBILE HOME PARKS: PROPERTY ADDRESS ❑ TENTATIVE EXISTING USE PRESENT ZONING 0 PRELIMINARY Springbrook Water Shed G-1 ❑ FINAL PROPOSED USE PARK NAME: Fluoridation Facility to add fluoride to NUMBER OF SPACES: City water system. ENVIRONMENTA REVIEW COMMITTEE SQ. FT, • ACRES L `- -a-- AREA: TOTAL FEES f: LI 5 Ir frf ; f AFF USE ONLY -- ADMINISTRATIVE PROCESSING f� Y �> lJ •a DATE'�STAMP APPLICATION RECEIVED BY: OCT171986 APPLICATION DETERMINED TO BE: BUILDING/ZONING DEPT, Accepted Incomplete Notification Sent On.. , , By: (Initials) DATE ROUTED ADDITIONAL MATERIAL RECEIVED BY: ' APPLICATION DETERMINED TO BE: lO— CJ Accepted • . ❑ Incomplete Notification Sent On By: ROUTED T0: (Initials)_, Building §© Design Eng. c Fire D� Parks CET Police I- h'`Policy Dev. f Traffic Eng. i1Utilities t � Legal description of property (if more space is required, attach a separate sheet). On file in 4th Floor City Hall Department of Public Works. AFFIDAVIT I , I, Robert E. Bergstrom , being duly sworn, declare that I am [_Xlauthorized representative io act for the property owner, Downer of the property Involved in this application and that the foregoing statements and answers herein contained and the information herewith submitted are in all respects true and correct to the best of my knowledge and belief. ' SUBSCRIBED AND SWORN TO BEFORE ME THIS I,) dL DAY OF ( r,i 19 NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, RESIDING AT R6 krro i0R tagizrzi-1 , (Name of Notary Public) (Signnature;of,,Owner) (j1 >+h] V City HalU, i (Add cts (Address) YY dress);; . e ; ,,�._.i 1`9 'as�Ssla,yv4". Renton, Washington 98055 t14 v�A OT44i` ti m (City) (State) (Zip) V•S'I/eLIC ' .8� tv.:�p�i�� 235-2631 SH�N,i, � (Telephone) =, Acceptance of this application and required filing fee does not ;constitute a complete application. Plans and other materials required to constitute a complete application are listed in the "Application Procedure." A �� �• 0 ° PUBLIC WORKS DEPARTMENT 4$ ® z RICHARD C. HOUGHTON • DIRECTOR o NIL MUNICIPAL BUILDING 200 MILL AVE.SO. RENTON,WASH. 98055 9'Oo9 206 235-2569 qTF p SEP1°1' BARBARA Y. SHINPOCH MAYOR MEMORANDUM DATE: October 17, 1986 TO: Jerry Lind, Building do Zoning FROM: Bob Bergstrom, Engineering Supervisor • SUBJECT: SPRINGBROOK WATERSHED - FLUORIDE BUILDING ADDITION CONDITIONAL USE PERMIT APPLICATION As requested, these items are in response to the Conditional Use Application questions: Justification: A. Comprehensive Plan - The City Watershed and water supply has been in operation since 1909. The plan shows this site as public use. B. The City of Renton, through a referendum vote, approved adding fluoride to the City water supply to control tooth decay in children's teeth. To fluoridate all supplies of City water at each source, the Springbrook supply fluoridation facility must be built. C. Effect on Adjacent Properties - There is no effect to adjacent properties. The building is not usable outside the Watershed. D. Compatibility - No effect. E. Parking - Two existing parking stalls are paved. F. Traffic - .Two trips .- 5 days per week are scheduled. G. Noise/Glare - No effect. CITY OC �a416Ci-CM „ t, OCT 171986 ._/ • BUILDING/ZONING DEPT. Jerry Lind October 17, 1986 Page Two H. Landscaping - The site is heavily timbered - second growth. Also, in 1982, 5,000 trees were planted on site as part of a reforestation project. I. Accessory Uses - Not applicable. J. Conversion - Not applicable. K. Public Improvements - The Department of Public Works has just completed the first phase of street improvements in 1986 along the Watershed entrance. Other future work will complete the City's street frontage improvements. Thank you. D.01.22:mf • 1 OF R4,I1, ECF: I2CE-o -a., 4$ 0 z Cityof Renton • LU: Jcuua$(0 o ENVIRONMENTAL CHECKLIST 0,9gT�D SEFfT°1' Purpose of Checklist: The State Environmental Policy Act (SEPA), chapter 43,21C 'RCW, requires all governmental agencies to consider the environmental impacts of a proposal before making decisions. An environmental impact statement (EIS) must be prepared for aliproposals with probable significant adverse impacts on the quality of the environment. The purpose of this checklist is to provide information to help you and the, agency identify impacts from your proposal (and to reduce or avoid impacts from the proposal, if it can be done) and to help the agency decide whether an EIS is required. Instructions for Applicants: This environmental checklist asks you to describe some basic information about your proposal. Governmental agencies use this checklist to determine whether the environmental impacts of your proposal are significant, requiring preparation of an EIS. Answer the questions briefly, with the most precise information known, or give the best description you can. You must answer each question accurately and carefully, to the best of your knowledge. In most cases, you should be able to answer the questions from your own observations or project plans without the need to hire experts. If you really do not know the answer, or if a question does not apply to your proposal, write "do not know" or "does not apply." Complete answers to the questions now may avoid unnecessary delays later. Some questions ask about governmental regulations, such as zoning, shoreline, and ' landmark designations. Answer these •questions if you can. If you have problems, the governmental agencies can assist you. The checklist questions apply to all parts of your proposal, even if you plan to do them over a period of time or on different parcels of land. .Attach any additional information that will help describe your proposal or its environmental effects. The agency to which you submit this checklist may ask you to explain your answers or provide additional information reasonably related to determining if there may be significant adverse impacts. Use of Checklist for Nonproject Proposals: (Please Type or Print Legibly) Complete this checklist for nonproject proposals, even though questions may be answered "does not apply." IN ADDITION, complete the SUPPLEMENTAL SHEET FOR NONPROJECT ACTIONS (part D). For nonproject actions (actions involving decisions on policies, plans and programs), the references in the checklist to the words "project," "applicant," and "property or site" should be read as "proposal," "proposer," and "affected geographic area," respectively. A. BACKGROUND 1. Name of proposed project, if applicable: S? ll-C Bl20©K r 2 5i-W FGO�!?l �f}Tiow Maw,/ 2. Name of applicant: Qv O� REArprk, b6PT OF 1at1G Wows 3. Address and phone number of applicant and contact person: Zoo Y?4adl Ave-So&at W 4. `18d55 4. Date checklist prepared: vd f7J1 i/g6 ' 5. Agency requesting checklist: oI �7 �, Br}-2-olv�r� 6. Proposed timing or schedule (including phasing, if applicable): F-7), O'' CONZIY2A4)A" /- -01"' 11441216,!je OCT 171986 EI JILDJNG/ZONING 7. Do you have any plans for future additions, expansions, or . .her activity related to or connected with this proposal? if yes, explain. Jv . 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. NoNe 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. (Uo 10. List any governmental approvals or permits that will be needed for your proposal, if known. j)SHS ArDi2ovf}L Hilts 3€e O 11. Give brief, complete description of your proposal, including the proposed uses and the size of the.project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. , You do not need to repeat those answers on this page. ram. pro;y1A- ;S ZO zS. oCd�hA;- ' e ass '- 'i`hIurrfrc 'uVJ '- g110 j pet--5(d- Qvitiek FlU�� �,c� aj c ch,,. 'do � Ctj cN s. . I��b w J& PP arc �!uOff000l4V �2� C of 7c6�� I . �iV11 ���CN 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any, and section, township, and range if known. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity .map, and topography map,' if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps, or detailed plans submitted with any permit applications related to this checklist. Acre tie ,eQ rcSar ve. dCvy.s ,Spn� RroS "j,e) s'¢ t9 s . V mo T`-e sideszints �, a� Ov, Pro pg • B. ENVIRONMENTAL ELEMENTS • 1. ' EARTH - - a. General description of the site (circle one); flat, rolling, hilly, steep slopes, mountainous, other b. ' What is the steepest slope on the site (approximate percent slope)? 25 90 c. What general types of soils are found on the site (for example, caly, sand, gravel, peat, muck)? If you know the classification of agricultural soils, specify them and note any prime farmland. Clay / ^:d /• d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe: n` turd . �(�j e A7 Jove - uAavi u a.Aibcypelr4qIrrj 6 - 2 - ' ;N 199C • a. Describe the purpose, type, and approximate qua....,ies of any filling or grading proposed.. Indicate source of fill. • IVOIde f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. Ma • g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? Le&g. g I ej)d h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: More 2. AIR • a. What types of emissions to the air would result from the proposal (i.e., dust, automobile, odors, industrial wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities if known. (Vohe- MI - '/oir ��d �, u.c(il be d vsrt odAAkit b✓v i ("1.v4- ,p `a,( AC sps rn b. Are there'any off-site sources of emission? Iva . . c. Proposed measures to reduce or control emissions'or.Other impacts to air, if any: Cv `S c\re�, -i- viral h os a usci- amfiror svh -s j {-IVhe sy&drn . 10 " m wan 2-c 3. WATER • cl go kiwi" -�fovf��v ' �oc� h a. Surface: . • 1) Is there any surface water body on or in the immediate vicinity of the site (including year-round and seasonal streams, . saltwater, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. Nk- 5p-w 6-o6k Spr,;ns Crcer{c`s .s lye cvi rN 2) Will the project require any work over, in, or .adjacent to (within 200 feet) the described waters? If yes, please describe an�d/attach available plans. •. o w 7c c4& ^!: o uturre✓ Crce% t GItok ���►��. 3) Estimate the amount of fill and dredge material that ,would be placed in or removed from surface water or wetlands and indicate:the area of the site that would be affected. Indicate the source of fill material. IVo rare. • l'. • — 3 — 4) Will the proposal require surface water withdn...a.s or diversions? Give general description, purpose, and approximately quantities if known. 5) Does the proposal lie within a 100-year floodplain? If so, note location on the site plan. a6 • 6) Does the proposal involve any discharges of waste materials to surface, waters? If so, describe the type of waste and anticipated volume of discharge. Ma • • b. Ground: 1) Will ground water be withdrawn, or will water be .discharged to ground water? Give general description, purpose," and appaoximately quantities if known. IV a 2) • Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (for example: Domestic sewage: industrial, containing the following chemicals . . '.; agricultural; etc.). Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable), or the number of animals or humans the system(s) are expected to serve. c. Water Runoff (including storm water): 1) Describe the source of runoff (including storm water) and method 'of collection and disposal, if any (include quantities, if known). Where will this water flow? Will this water flow into other waters? If so, describe. if ad. 0(raw' ,/ sp y I) 9r-n ' ta— • II ..a 2) Could waste materials enter ground or surface waters? If so, generally describe. = ' My • 1, -.4 - d. Proposed mE___:^es to reduce or control surface, T_end, and runoff water impacts, if any: 1\1 /A- • 4. Plants a. Check or circle types of vegetation found on the site: deciduous tree: alder, maple, aspen, other evergreen tree: fir, cedar, pine, other Shrubs grass . . crop or grain Ilsr Wet soil plants: cattail, buttercup, bullrush, skunk cabbage, other b( water plants: water lily, eel grass, milfoil, other o other types of vegetation b. What kind and amount of vegetation will be removed or altered? Nowt — srovelct scar-race • c. List threatened or endangered species known to be on or near the site. APoroe d. Proposed landscaping, use of native plants, or other measures to preserve , or enhance vegetation on the site, if any: N'o 5. Animals a. Circle any birds and animals which have been observed on or near the site or are known to be on or near the site: Birds: Hawk, heron, eagle, songbirds, other 4N Mammals: deer, bear, elk, beaver, other GVO LarcA1m3 Fish: bass, salmon, trout, herring, shellfish, other _ b. List any threatened or endangered species known to be on or near the site. Mom c. Is the site part of a migration route? If so, explain. - 5 -. d. Proposed measures to preserve or enhance wildlife;if any: IVo re, 6. Energy and Natural Resources a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. pf vYn�S d- pme, SySdc i as-G e�G� J4 • S,, lrcd • 7 po v u-s • is U `�j b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. Ala • c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: Now' . 7. Environmental Health a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste, that could occur as a result of this proposal?. If so, describe. Mo • 1) Describe special emergency services that might be required. ' Noble 2) Proposed measures to reduce or control environmental health hazards, if any: • (Tome.. I b. Noise 1) What types of noise exist in the area which may affect your. project (for example: traffic, equipment, operation, other)? fv,c) /U©art, is V v4¢Nj-j - 6 - 2) What types and levals of noise would be created by or associated with the project on a short-term or a long-term basis (for example: traffic, construction, operation, other)? Indicate what hours noise would come from the site. �o n►e.• 3) Proposed measures to reduce or control noise impacts, if any: N//a • 8. Land and Shoreline.Use a. What is the currennty use of the site and adjacent properties? S�e� 1k J 1dCJ �L.G-3 3f /yi VN:Cc - V�/ b. Has the site been used for agriculture? If so, describe. ND • c. Describe any structures on the site. 7��s 100:101 t ,S A6ave._ p-6) - d. Will any structures be demolished? If so, what? Ara • e. What is the current zoning classification of the site? 0-1 f. What is the current comprehensive plan designation of the site? g. If applicable, what is the current shoreline master program designation of the site? WA- • h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. ycS - a re5,/le,06 1 b Ctlj i. Approximately how many people would reside or work in the completed project? j. Approximately how many people would the completed project displace? No rve k. Proposed measures to avoid or reduce displacement impacts, if any: At- - 7 - j 1. Proposed ,,.-asures to ensure the proposal is c___.,latible with existing and projected land uses and plans, if any: t4 I 9. Housing a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income housing. Nl/L b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low-income housing. c. Proposed measures to reduce or control housing impacts, if any: ni/ja 10. Aesthetics 0 a. What is the tallest height of any proposed structure(s), not including antennas; what is the principal exterior building material(s) proposed. ZS4 b. What views in the immediate vicinity would be altered or obstructed? IUD O,..'e. c. Proposed measures to reduce or control aesthetic impacts, if any: • 11. Light and Glare a... " What type of light or glare will the proposal produce? What time of day would it mainly occur? ArD tLy iv, w�cl V5ed e-lcep-t ,N ,av b. Could light or glare from the finished project be a safety hazard or interfere with views? Ma . i 111{l. I c. What existing off-site sources of light or glare may,„affect your proposal? d. Proposed measures to reduce or control light and glare impacts, if any: (VA- - 8 - 12. Recreation a. What designated and informal recreational opportunities are in the. immediate vicinity? b. Would the proposed project displace any existing recreational uses? If so, describe. (V'0 c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: 13. Historic and Cultural Preservation a. Are there any places or objects listed on, or proposed for, national, state. or local preservation registers known to be on or next to the site? If so, generally describe. Mc b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. c. Proposed measures to reduce or control impacts, if any: 14. Transportation a. • Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, if any. e,s't 7'RL i3DT , - /9P SO . (s `s pn' ' a.ae S . f1 Paves( d' alkcl CA it ve'ukr, 5e/v-S b. Is site currenly served by public transit? If not, what is the approximately distance to the nearest transit stop? N ,�- c. How many parking spaces would the completed project have? How many would the project eliminate? 1 V©F I Two eyisl-in ark1,1 Spa-ca 8 krvtI 6_ pc Ue01 d. Will the proposal require any new roads or streets, or improvements to existing roads or streets, not including driveways? If so, generally describe (indicate whether public or private). Arc) • - 9 - 5 Gig • e. Will the pr-,__t use (or occur in the immediate .- _nit), of) water, rail, or air transportation? If so, generally describe. a' Tl e s idk bw v.4(16. It-tsvd f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would'occur. 'L Try) s ( d ct:y g. Proposed measures to reduce or control transportation impacts, if any: / 15. Public Services a. Would the project result in an increased need for public services (for example: fire protection, police protection, health care, schools, other)? If so, generally describe. Na • b. Proposed measures to reduce or control direct impacts on public services, if any. Pcd- u Mpro , 16. Utilities a. • a utilities currently available at the site: electricity, natural gas, water, refuse service, telephone, sanitary sewer, septic system. other_--� I - b. Describe the utilities that are proposed for the project, the utility providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed. pro e.d- ►s Pcs4.4 h // pro ve rr'Q V( • C. SIGNATURE I, the undersigned, state that to the best of my knowledge the above information is true and complete. It is understood that the lead agency may withdraw any declaration of non-significance that it might issue in reliance upon this checklist should there be any willful misrepresentation or willful lack of full disclosure on my part. Proponent: Name Printed: T R7 6 Egg6STRiail C/ry 6 — g6iirc)n- (C—Pr w w SdP6a -VlS ,:':: - 10 \N • 4411 ENDING' OF FILE FILE TITLE