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PINES N 904 WATER STORAGE TANK & ANTENNA ~ , , PROJECT NUMBER= 93000335 APPLICATION DATE= 01/26/9 THIS IS NOT A PERMIT PENALTIES WILL BE ASSESSED FOR COMMENCING WORK WITHOUT A P SITE STREET= 904 N PINES RD PARCEL#= 45152.15 , ADDRESS= SPOKANE WA 99206 PERMIT USE= WATER STORAGE TANK & RADIO ANTENNA / 500,000 GAL PLAT#= 001838 PLAT NAME= OPP.TR. 1-354 BLOCK= 7700 LOT= ZONE= UR-3.5 DIST#= AREA= 00000003 F/A= A WIDTH= DEPTH= ~ # OF BLDGS= # DWELLINGS= WATER DIST = , OWNER= MODERN ELECTRIC WATER COMPANY PHONE= STREET= P.O. BOX 14008 ADDRESS= OPPORTUNITY WA 99214 CONTACT NAME= DOUG SMITH PHONE NUMBER= 50 BUILDING SETBACKS: FRONT= NA LEFT= 100+ RIGHT= 20 REAR= 40 REVIEW INFORMATION DEPARTMENT REVIEW COMMENTS APPROVAL COMM ~ ~ BUILDING REVIEW COORDINATOR - J LARSON ~ BUILDING PLAN REVIEW REQUIRED i SEPA REVIE ENVIRONMENTAL REVIEW REQUIRED ENGINEER DRAINAGE PLAN REQ' D - ~ HEALTHDIST INCREASE IN LOT COVERAGE STATE DEPT PUBLIC WATER SYSTEM REVIEW PLANNING SITE PLAN REVIEW REQUIRED FIRE DISTR HYDRANTS REQUIRED BUILDING PERMIT CONTRACTOR= UNKNOWN PHONE= STREET= UNKN4WN ADDRESS= UNKNOWN WA UNKNOWN NEW= X REMODEL= ADDITION= CHAN DWELL UNITS= OCCUP. LD= BLDG HGT= 135 BLDG W X D= X SQ FT= SPRINKLER= N REQ PARKING= #HANDICAP= CRITICAL MAT= N CONTRACT DOCUMENTS FOR TH E CONSTR UCTION OF RESERVO-IR IMPROVEMENT PROJECT , SCHEDULE A - RESERVOIR #1 CONSTRUCTI4N ~ SCHEDULE B - RESERVOIR #7 CONSTRUCTION SCHEDULE C- EXiSTING RESERVOIR #1 DEMOLITION AND DlSP4SAL SCEHDULE D- EXISTING RESERVOIR #7 DENIaLITION AND QISP4SAL ~ VOLUME 1 OF 2 ` SPECIFICATIONS t Modern Electric Vl/ater Company Opportunity, Washington For Inforination Regarding This Project Corttact: Doug Smith CH2M NILL ♦ JANUARY 1993 (509) 747-2000 5 PK33661. B 1 . MODERN ELECTRIC WATER COMPANY OPPORTUNITY, WASHINGTON CONTRACT DOCUMENTS " for the RESERVOIR IMPROVEMENT PROJECT CONSISTING OF: BIDDING REQUIREMENTS CONTRACT FORMS CONDITIONS OF THE CONTRACT SPECIFICATIONS DRAWINGS ~&`AS ~P / C y~ • ~ ~ VLNr.~ AN vlS~~~I•1~f SS~~%r~A! % EX?IRES 04i'03/ 9+ CH2M HILL Spokane, Washington January 1993 Copyright CH2M HILL NORTHWEST, INC. 1993 Project No. SPK33661.B 1.20 Copy No. , MODERN ELECTRIC WATER COMPAN Y ~ 33661 A.SEA CONTENTS PaQes PART 1 - BIDDING REQUIREMENTS Advertisement for Bids . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1- 2 Instructions to Bidders . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1- 8 Bidder's Checklist . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1- 1 Bid Form 1- 7 Washington Bid Bond . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1- 2 PART 2 - CONTRACT FORMS Agreement 1- fi Washington Performance and Payment Bond . . . . . . . . . . . . . . . . . . 1- 2 PART 3- CONDITIONS OF THE CONTRACT General Conditions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1- 39 Supplementary Conditions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1- 14 PART 4 - SPECIFICATIONS DIVISION 1 - GENERAL REQUIREMENTS 01010 Summary of Work . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1- 2 01025 Measurement and Payment . . . . . . . . . . . . . . . . . . . . . . 1- 2 01040 Coordination . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1- 8 01092 Abbreviations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1- 4 01300 Submittals . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1- 9 01310 Progress Schedules . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1- 2 015(}() Construction Facilities and Temporary Controls 1- 8 01650 Facility Startup . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1- 4 017()(} Contract Closeout . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1- 2 DIVISION 2 - SITE WORK 02050 Demolition . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1- 3 02200 Earthwork . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1- 11 02202 Overflow and Drainage System . . . . . . . . . . . . . . . . . . . 1- 4 02550 Access Road . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1- 3 02575 Surface Restoration . . . . . . . . . . . . . . . . . . . . . . . . . . . 1- 5 02683 Disinfection of Water Distribution Systems . . . . . . . . . . . 1- 4 02800 Landscape Irrigation System . . . . . . . . . . . . . . . . . . . . . 1- 7 02900 Planting . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1- 14 DIVISION 3 - CONCRETE 03301 Reinforced Concrete . . . . . . . . . . . . . . . . . . . . . . . . . . . 1- 10 DIVISION 4 - MASONRY (NOT USED) SPK33661.B 1 January 13, 1993 00(}60 i CONTENTS MODERN ELECTRIC WATER COMPANY 33661 A.SEA PaQes DIVISION 5 - METALS 05500 Fabricated Metalwork and Castings . . . . . . . . . . . . . . . . 1- 6 05550 Welding . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1- 4 DIVISION 6- WOOD AND PLASTICS (NOT USED) DIVISION 7- THERMAL AND MOISTURE PROTECTION (NOT USED) DIVISION 8- DOORS AND WINDOWS (NOT USED) DIVISION 9 - FINISHES 09902 Pai n ti ng . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1- 12 DIVISION 10 - SPECIALTIES (NOT USED) DIVISION 11 - EQUIPMENT 113(}6 Washwater Booster Pumps-General . . . . . . . . . . . . . . . . 1- 3 11346-01 DPS-Booster Pump . . . . . . . . . . . . . . . . . . . . . . . . . . . 1- 3 DIVISION 12 - FURNISHINGS (NOT USED) DIVISION 13 - SPECIAL CONSTRUCTION 13208 Steel Reservoir . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1- 10 DIVISION 14 - CONVEYING SYSTEMS (NOT USED) DIVISION 15 - MECHANICAL 15066 Welded Steel Pipe and Fittings . . . . . . . . . . . . . . . . . . . 1- 4 15067 Copper and Copper Alloy Pipe, Tubing, and Fittings 1- 2 15068 Ducrile Iron Pipe and Fittings . . . . . . . . . . . . . . . . . . . . 1- 5 15069 Galvanized Steel Pipe and Malleable Iron Fittings 1- 2 15106 Valves 1- 3 15120 Piping Systems . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1- 12 DIVISION 16 - ELECTRICAL 16005 Electrical . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1- 25 PART 5 - DRAWINGS (BOUND SEPARATELY) END OF SECTION SPK33661.131 January 13, 1993 00060 ii CONTENTS PART i _ BIDDING REQUIREMENTS M4DERN ELECTRIC WATER COMPANY 33661 A.SEA ADVERTISEMENT FOR BIDS Sealed Bids for construction of Reservoir Improvements, addressed to the Modern Electric Water Company, OWNER, will be received at the company's office, North 904 Pines . Road, Opportunity, Washington 99214, until 3:00 p.m., local time, on the 4th day of February, 1993, and then will be publicly opened and read. Any Bids received after the specified time and date will not be considered. The Project contemplated consists of construction of two 500,000-gallon fluted column elevated water storage reservoirs, along with yard piping, site work, and appurtenances, and the demolition and disposal of two 1()0,0()0-gallon elevated reservoirs. Elements of the Work are separated into four schedules. Bids are invited for the following separate Schedules: Schedule A, Reservoir 1 Construction Schedule B, Reservoir 7 Construction Schedule C, Existing Reservoir 1 Demolition and Disposal Schedule D, Existing Reservoir 7 Demolition and Disposal Bidders, at their option, may submit a separate and independent Bid for any or all of the separate schedules contemplated under this Advertisement for Bids. All schedules will be awarded under one contract or separatety, as best serves the interests of the OWNER. Bidding Documents may be examined in OWNER's office, Modern Electric Water Company, North 904 Pines Road, Opportunity, Washington 99214, or at ENGINEER's office, CH2M HILL, 601 West Riverside Avenue, Suite 1240, Spokane, Washington 99201. Bidding Documents may be obta.ined from the ENGINEER's office upon payment of $75 for each set of documents. Return of the documents is not required, and the amount paid for the documents is nonrefundable. The following plan room services have received sets of Bidding Documents for the Work contemplated herein: Lewiston-Clarkston Plan Service Construction Data Plan Center 1088 16th Avenue 925 NW 12th Lewiston, ID 83501 P.O. Box SQOS 208/746-3591 - 208/746-5541 Portland, OR 97209 503/225-02(}0 - 503/274-4416 f Tri-City Construction Council Associated Builders & Contractors 34 Vista Way P.O. Box 3787 Box 6025 Spokane, WA 99220 Kennewick, WA 99336 509/534-0826 - 509/535-9967 f 509/783-3129 - 509/783-9521 f ; Intermountain Contractors, Inc. Associated General Contractors 415 North Curtis Road 3820 South Pine Boise, ID 83796 P.O. Box 11105 208/377-5272 Tacoma, WA 98411 206/472-4476 - 206/474-6921 f SPK33661.B 1 January 6, 1993 00080 1 ADVERTISEMENT FOR BIDS MODERN ELECTRIC WATER COMPANY 33661 A.SEA Spokane Construction Council Dodge Scan 102 East Boone 315 North Tower Spokane, WA 99202 100 West Harrison Plaza 509/328-9600 - 509/328-7279 f Seattle, WA 98119 206/284-3811 Associated General Contractors Inland Empire Chapter E4935 Trent Avenue P.O. Box 3266 Spokane, WA 99220 509/535-0391 - 509/535-3706 f Each Bid must be submitted on the prescribed Bid Form and accompanied by Bid security as prescribed in the Instructions to Bidders, payable to the OWNER in an amount not less than 5 percent of the amount Bid. The Successful Bidder will be required to furnish the necessary additional Bond(s) for the faithful performance of the Work, as prescribed in the Bidding Documents. ' The Successful Bidder and Subcontractors prior to contract award shall hold or obtain such licenses and registrations as required by State Statutes and Codes, and federal and local Laws and Regulations. For information concerning the proposed Work, or for appointment to visit the proposed Work site, contact Douglas L. Smith, CH2M HILL, 509/747-20()0. OWNER's right is reserved to reject all Bids or any Bid not conforming to the intent and purpose of the Bidding Documents. Dated this 1 lth day of January, 1993. MODERN ELECTRIC WATER COMPANY ~ IBy`~'~ ~ Michael Baker, General Manager END OF SECTION SPK33661.B 1 January 6, 1993 00080 2 ADVERTISEMENT FOR BIDS MODERN ELECTRIC WATER COMPANY 33661 A.SEA INSTRUCTIONS TO BIDDERS 1. DEFINED TERMS. Terms used in these Instructions to Bidders have the meanings assigned to them in the General Conditions. Certain additional terms used in the Bidding Documents have the meanings indicated below which are applicable to both the singular and plural thereof. 1.1. Bidder-one who submits a Bid to OWNER as distinct from a subbidder, who submits a Bid to a Bidder. 1.2. Apparent Low Bidder-that Bidder whose Bids as offered in the Bid Form represents the lowest total lump sum as determined by the Base Bid. 1.3. Base Bid: The Lump Sum Bid for each Schedule. For Schedules A and B Deductive Alternative 1 will be considered in determining the Base Bid. , 1.4. Successful Bidder-lowest, responsible and responsive Bidder to whom OWNER (on the basis of OWNER's evaluation as hereinafter provided) makes an award. 2. BIDDING DOCUMENTS. 2.1. Complete sets of Bidding Documents must be used in preparing Bids. Neither OWNER nor ENGINEER assume any responsibility for errors or misinterpretations resulting from use of incomplete sets of Bidding Documents. ~ 2.2. The Drawings bound in the Bidding Document are photographic reductions of the original tracings. The amount of reduction is indicated by a note or scale bar on the Drawings. Full-size Drawings may be obtained from the ENGINEER at the cost of reproduction and handling, plus postage for mailing (if mailing is requested). Drawings will only be made available to firnns on the Bidding Document Holders List having complete sets of Bidding Documents. No return of full-size Drawings is required, and no refund will be made. 2.3. Bidding Documents made available on the above terms are only for the purpose of obtaining Bids for the Work and shall not be used for any other purpose. 3. SPECIFICATION FORMAT DIFFERENCES. 3.1. During Contract Document preparation ENGINEER was in the process of updating and revising its master specifications, therefore Specification sections may have different fonnats. Bidder shall make no special interpretation or inference of . intent from different formats of different Specification sections. 4. QUALIFICATIONS OF BIDDERS. 4.1. To demonstrate qualifications to perform the Work, each Bidder must be prepared to submit within 5 days after Bid opening and upon OWNER's written request evidence, such as financial data, previous experience, present commitments, SPK33661.B 1 January 11, 1993 00100 1 INSTRUCTIONS TO BIDDERS MODERN ELECfRIC WA'TER CDMPaANY 33661A.5EA and other such data as may be ca11ed for by the OVV'NER. Each Bid rrrust cont.ain evidence of Bidder's quali~cation to do business in the state where the Froject is located or covenaryt to obtain such qualificatian prior to conlract award. 4.2. Nothing indicated herein will prejudice OWNER's right to seek additional - pertinent informatiara as is proaided in Article AWA►RD OF CONTRACT, 5. PREBID +CUNFERENCE. 5.1. A prebid conference will be held at Modem Electric Water Company's vffice, North 904 Pines Roadx Op'portunity, Washington 99214, on January 21, 1993, at 2.00 p.m. Representatives of UWNER and ENGINEER. will b+e present to discuss the Project. Bidd~~s are encouraged to attend the confeTence. ENGINEEFt will transmit to prospective Bidders of record such Addenda as ENGINEER considers necessary in response to questions arising durirtg the canferenee. Clra1 staternents may not be relied upon and will not be binding ar legally effective. 6. REGISTRATION REQT.JIREhENTS FOR BIDDERS. 6.1, All Bidders, ineluding general contractars and specialty contractors, shall be registered as Contraetors by the State Departmcnt of Licenses in coRformance with the requirements vf applicable parts vf Chapter 18, RCW, (an act providing for the registration of cvntractors). 7. EXAMINATiON OF CONTRAC'T DOCUMfENTS AND SITE. 7.1. It is each Bidder'Sr I'eSpDR51b1l1ty, before submitting aBid, to: 7.1. 1, Exarnine thoroughly khe Contract Documents aund other related data identified in the Bidding Dacuments (including 'p technical data" referred to below). 7.1.2. Inspect the site to become familiar wFith and satisfy Bidder as to the general, lucal, and site conditions that may affect cost, prog-ress, performance, or furnishing of the Work. 7.1.3. Consider federal, sta#e, and local Laws and Regulations that may affect cost, prvgress, performance, ar furnishing of tne Work. 7.1.4. Study aGrrd carrefully carrelate Bidder°s knowledge and observations with the Contract Documents and such other related data. 7.1.5. Prvmptly► notify ENGINEER of ali conflicts, errors, ambiguities or discrepancies which Bidder has diseovered in or between the Contracz Docurnents and such other related documents. 7.2. Refer+ence is ma+de to th+e Supple~entary Cvnditivns for identification vf: 7.2.1. 'I"hose reports, if any, v~ explorataons and tests of subsurface conditions at the site which t~~ve been utilized by EIVGINEER in preparation of the Contract Documents, 7.2.2. Ttaose drawings, if any, of physical conditions in or relating to existing surf'ace and subsurface structures (except Underground Facilitpes) SP'K33661.B 1 January 11, 1993 00100 2 INSTRUC'TIONS TO BIDDERS ~ MODERN ELECTRIC WATER COMPANY 33661 A.SEA which are at or contiguous to the site which have been utilized by ENGINEER in preparation of the Contract Documents. Copies of such reports and drawings that are not included with the Bidding Documents may be examined at the offices of OWNER and ENGINEER during regular business hours. 7.3. Provisions concerning responsibilities for the adequacy of data furnished to prospective Bidders on subsurface conditions, other physical conditions and Underground Facilities, and possible changes in the Contract Documents due to differing or unanticipated conditions appear in paragraphs 4.2 and 4.3 of the General Conditions. 7.4. Before submitting a Bid, each Bidder will be responsible to make or obtain such additional or supplementary examinations, investigations, explorations, tests, studies, and data concerning conditions (surface, subsurface, and Underground Facilities) at or contiguous to the site or otherwise and which may affect cost, progress, perfonnance, or furnishings of the Work and which Bidder deems necessary to determine its Bid. 7.5. On request, OWNER will provide each Bidder access to the site to conduct such examinations, investigations, explorations, tests, and studies as each Bidder deems necessary for submission of a Bid. Bidder shall fill all holes and clean up and restore the site to its former condition upon completion of such explorations, investigations, tests, and studies. 7.6. The submission of a Bid will constitute an incontrovertible representation by Bidder that Bidder has complied with every requirement of this article; that without exception the Bid is premised upon performing and furnishing the Work required by the Bidding Documents and applying the specific means, methods, techniques, sequences, or procedures of construction (if any) that may be shown or indicated or expressly required by the Bidding Documents; that Bidder has given ENGINEER written notice of all conflicts, errors, ambiguities, and discrepancies that Bidder has discovered in the Bidding Documents, and the written resolution thereof by ENGINEER is acceptable to Bidder, and that the Bidding Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performing and furnishing the Work and for preparing the Bid. 8. INTERPRETATIONS AND ADDENDA. 8.1. All questions about the meaning or intent of the Bidding Documents are to be directed to ENGINEER. Interpretations or clarifications considered necessary by ENGINEER in response to such questions will be issued by Addenda mailed or delivered to all parties recorded by the Issuing Office as having received the Bidding Documents. Questions received less than 10 days prior to the date for opening of Bids may not be answered. Only questions answered by Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. 8.2. Addenda may also be issued to modify the Bidding Documents as deemed advisable by OWNER or ENGINEER. . SPK33661.B 1 January 11, 1993 00100 - 3 INSTRUCTIONS TO BIDDERS . MODERN ELECTRIC WATER COMPANY 33661 A.SEA y. BID SECURITY. 9.1. Each Bid must be accompanied by Bid security made payable to OWNER in an amount of 5 percent of Bidder's maximum Bid price and in the form of a certified or cashier check or a Bid Bond on form attached, issued by a surety meeting the requirements of paragraph 5.1 of the General Conditions. 9.2. The Bid security of Successful Bidder will be retained until such Bidder has executed the Agreement, furnished the required Performance and Payment Bond(s), certificates of insurance, and met the other conditions of the Bidding Documents. If the Successful Bidder fails to sign and deliver the Agreement and furnish the required Bonds(s) and certificates of insurance within the time period specified in Article EXECUTION OF AGREEMENT, OWNER may annul the award and the , Bid security of that Bidder will be forfeited. The Bid security of other Bidders ' whom OWNER believes to have a reasonable chance of receiving the award may be retained by OWNER until the earlier of the lOth day after the execution of the Agreement by the Successful Bidder or the rejection of all Bids by the OWNER. Bid security submitted with Bids which are not competitive will be returned within 15 days after the Bid opening. lU. CONTRACT TIMES. 10.1. Contract Times are set forth in the Agreement. 11. LIQUIDATED DAMAGES. 1 l.l. Provisions for liquidated damages are set forth in the Agreement. 12. SUBSTITUTE AND "OR-EQUAL" ITEMS. 12.1. The contract, if awarded, will be on the basis of materials and equipment shown on the Drawings or specified in the Specifications without consideration of possible substitute or "or-equal" items. Whenever it is shown on the Drawings or specified in the Specifications that a substitute or "or-equal" item of material or equipment may be furnished or used by CONTRACTOR, if acceptable to ENGINEER, application for such acceptance will not be considered by ENGINEER until after the Effective Date of the Agreement. The procedure for submission of any such application by CONTRACTOR and consideration by ENGINEER is set forth in paragraphs 6.7.1, 6.7.2, and 6.7.3 of the General Conditions and may be supplemented in Division 1, GENERAL REQUIREMENTS. 13. SUBCONTRACTORS, SUPPLIERS, AND OTHERS. 13.1. Any Bidder so requested, shall, within 5 days after Bid opening, submit to OWNER a list of all such Subcontractors, Suppliers, and other persons and organizations proposed for those portions of the Work identified in paragraph 6.8.2 of the Supplementary Conditions. Such list shall be accompanied by an experience statement with pertinent information regarding similar projects and other evidence of qualification for each such Subcontractor, Supplier, person, or organization. 13.2. If Successful Bidder declines to make a substitution of Subcontractor, Supplier, person, or organization acceptable to OWNER, as required by paragraph 6.8.2 of the General Conditions, OWNER may award the contract to the next lowest Bidder that proposes to use acceptable Subcontractors, Suppliers, and other persons and organizations. Declining to make requested substitutions will not SPK33661.B1 January 11, 1993 00100 4 INSTRUCTIONS TO BIDDERS MODERN ELECTRIC WATER COMPANY 33661 A.SEA constitute grounds for sacrificing the Bid security of any Bidder. Any Subcontractor, Supplier, other person, or organization listed and to whom OWNER or ENGINEER does not make written objection prior to the giving of the Notice of Award will be deemed acceptable to OWNER and ENGINEER subject to revocation of such acceptance after the Effective Date of the Agreement as provided in paragraph 6.8.2 of the General Conditions. . 14. BID FORM. 14.1. The Bid Form and other attachments are included with the Bidding Documents. No substitution of forms will be allowed. ~ 14.2. All blanks on the Bid Form must be completed by typing or printing with black ink. All price information shall be shown in both words and figures where required. No changes shall be made in the phraseology of the forms. 14.3. Bids by corporations must be executed in the corporate name by the president or a vice-president (or other corporate officer accompanied by evidence of authority to sign) and the corporate seal must be affixed and attested by the secretary or an assistant secretary. The corporate address and state of incorporation must be shown above the signature. 14.4. Bids by partnerships must be executed in the partnership name and signed by a partner, whose title must appear on the line below the signature. 14.5. All names must be typed or printed on the line with the signature. 14.6. The Bid shall contain an acknowledgement of receipt of all Addenda (the numbers of which must be filled in on the Bid Form). 14.7. The address and telephone number for communications regarding the Bid must be shown. 15. SUBMISSION OF BIDS. 15.1. Bid Form and attachments may be photocopied for submission of Bids. 15.2. Submit Bids not later than the time prescribed, at the place, and in the manner set forth in the Advertisement for Bids. Enclose Bids in an opaque sealed envelope, marked with the Project title (and, if applicable, the designated portion of the Project for which the Bid is submitted) and name and address of Bidder and accompanied by the Bid security and other required documents. If the Bid is sent through the mail or other delivery system, the sealed envelope shall be enclosed in a separate envelope with the notation "BID ENCLOSED" on the face of it. Bids must be made on the prescribed Bid Form provided and submitted with the attachments listed below. 15.3. Bidders shall complete and submit the following attachments with its Bid: A. Bid Security B. Reservoir Manufacturer's Experience Letter C. Evidence of Contractor's License 15.4. Only one Bid from any individual, firm, partnership, or corporation, under the same or different names, will be considered. Should it appear to the OWNER SPK33661.B 1 January 11, 1993 00100 5 INSTRUCTIONS TO BIDDERS MODERN ELECTRIC WATER COMPANY 33661 A.SEA that any Bidder is interested in more than one Bid for Work contemplated, all Bids in which such Bidder is interested will be rejected. 16. MODIFICATION AND WITHDRAWAL OF BIDS. 16.1. Bids may be modified or withdrawn by an appropriate document duly executed (in the same manner that a Bid must be executed) and delivered to the place where Bids are to be submitted at any time prior to the opening of Bids. 16.2. If, within 24 hours after Bids are opened, any Bidder files a duly signed, written notice with OWNER and promptly thereafter demonstrates to the reasonable satisfaction of OWNER that there was a material and substantial mistake in the preparation of its Bid, that Bidder may withdraw its Bid and the Bid security will be returned. Thereafter, that Bidder will be disqualified from further consideration on the Work to be provided under the Contract Documents. 17. OPENING OF BIDS. 17.1. Bids will be opened and (unless obviously nonresponsive) read aloud publicly. A summary of the amounts of the Base Bids will be made available to Bidders within 7 days after the date of Bid opening. 18. BIDS TO REMAIN SUBJECT TO ACCEPTANCE. 18.1. All Bids will remain subject to acceptance for 60 days after the date of the Bid opening, but OWNER may, in its sole discretion, release any Bid and return the Bid security prior to that date. 19. BASIS OF AWARD; AWARD OF CONTRACT. 19.1. If the contract is to be awarded, OWNER will give Successful Bidder a Notice of Award within 45 days after the day of the Bid opening. 19.2. OWNER reserves its right to reject any or all Bids, including without limitation the rights to reject any or all nonconforming, nonresponsive, unbalanced or conditional Bids, and to reject the Bid of any Bidder if OWNER believes that it would not be in the best interest of the Project to make an award to that Bidder, whether because the Bid is not responsive or the Bidder is unqualified or of doubtful financial ability or fa.ils to meet any other pertinent standard or criteria established by OWNER. OWNER also reserves the right to waive all informalities not involving price, time, or changes in the Work. Discrepancies in the quantity multiplied by unit price and the extended total amount will be resolved in favor of the quantity multiplied by unit price. Discrepancies between the indicated sum of any column of figures and the correct sum thereof will be resolved in favor of the correct sum. Discrepancies between words and figures will be resolved in favor of the words. 19.3. In evaluating Bids, OWNER will consider the yualifications of Bidders, whether or not the Bids comply with the prescribed requirements, and such alternates, unit prices, and other data, as may be requested in the Bid Form or prior to the Notice of Award. OWNER shall have the right to accept alternates in any order or combination unless otherwise provided in the Bidding Documents. 19.4. OWNER may consider the qualifications and experience of Subcontractors, Suppliers, and other persons and organizations proposed for those portions of the SPK33661.B 1 January 11, 1993 00100 6 INSTRUCTIONS TO BIDDERS MODERN EI.rECTRIC WATER CC3MF',ANY 33661A.SEA Work for which the identity was required. OWNER also may cvnsider the aperating casts, ranaint+enance requirements, perFormance data, and guarantees vf maJor itetns af materials and equiprryent proposed for incorporation in the Work when such data are required tv be submitted prior to the Natice af Award. 19.5. OW'NER may conduct such inv+estigations as OWNER deems necessary to assist in Bid evaluation and to establish respansibility, qualifications, and firrancial ability vf Bidders, proposed Subcontractors, Suppliers, and other persons and organizativns to execute Work in accordance with ihe Contract Docurnents to OWNER's satisfaction within the prescribed time. 19.6. If, at the time this contract is to be awarded, the total vf the lowest acceptable Bid exceeds the funds then estimated by the OWNER as availabIe, the OWNER may reject all Bids or taice such other actYan as best serves the OVVNER"s interests. 19.7. If the cantract is to be awarded, it will be awarded to lowest $idder whase evaluation by OWNER indicates to OWNER that the award wiil be in the best interests a#' the OWNER. 19.8, In the event of failure of the 5uccessful Bidder tv sign the Agreement and prvvide an acceptable Performance and Payment Bund(s), insurance certificate(s), and other required documents, the C3ViNER may awar+d the contract tv the next lowest responsiue, responsible Bidder. 19.9. The sel+ectian of Deductive Alternative 1 for Schedule A or Schedule B will cansider an evarluation of the reservoiz° supplier's foundation design shauld the OWNER choose to cansider the Deductive A.lternatives. The OW'NER will elect to include the Deductive A.Itematives if, in their judgement, the altematyve is in the OWNER' S best interest. 20, EXECUTION OF AGREEMENT. 20.1. Wtten OW'NER gives a Notice of Av+rard to Successful Bidder, it will be accompanied bv unsigned copies of the Agreernent and vther appropriate docurnents. Within 15 days thereafter, CC]NTRACTC]R sha11 sign and deliver the cvpies of the Agreement artd axtached documents ta OWNER with the required Bands. Wtthin 10 days thereafter, OWNER shall deliver turo fully executed copies ta C+DNTRACTOR.. 21. SALES TAX. 21.1. Ftetail sales tax to be collected from the OWNER on the Cvntract Frice shall be stated separately in the spaces provided, as applicable, and shall not be included in the arnount Bid for Lurnp Surn Worlc or Unit Price Work stated in the Bid. The arnount of retail sales tax stated will nvt be cansidered as acvmpetitive bid item and will not be included in determining the Successful Bidder and will be CtlI7S1dered to be ai1 eSt111]aCP oIlIy. 21.2. A11 ather federal, state, and local sales, use, or other taxes as required by federal, state} or loca1 1aws shall be included in the amount Bid far Lump Sum Work or LTnit Price Wvrk, or ather priees stated in the Bid. SPK33661.BI lanuary 11, 1993 00100 7 INSTRUCTIONS TO BII]I]ERS MODERN ELECTRIC WATER COMPANY 33661 A.SEA 22. RETAINAGE. 22.1. Provisions concerning retainage and CONTRACTORs' rights to deposit securities in lieu of retainage are set forth in the Agreement. . END OF SECTION SPK33661.131 January 11, 1993 00100 8 INSTRUCTIONS TO BIDDERS MODERN ELECTRIC WATER COMPANY 33661 A.SEA BIDDER'S CHEC ~.IST Ali Schedules~ ( This checklist has been prepared and furnished to aid Bidders in including all necessary supporting information with their Bid. Bidders' submittals shall include, but are not limited to, the following: Item Checked 1. Proposal (Bid) 2. Bidder's Bond or Other Security 3. Power of Attorney for Surety's Agent to execute Bidder's Bond (notarized) 4. Authority to sign Proposal if signature is by Agent other than Officer of Corporation, Partner, or Owner 5. Acknowledgement of Addenda (on Proposal) 6. Schedule A and Schedule B Reservoir Supplier's Experience Letter 7. Evidence of Contractor's License Fa.ilure to complete the above-mentioned forms and to submit said forms with the Bid shall be due cause for rejection of the Bid. END OF SECTION SPK33661.B1 January 11, 1993 00120 . 1 BIDDER'S CHECKLIST MODERN ELECTRIC WATER COMPANY 33661 A.SEA NOTE TO BIDDER: Use BLACK ink for completing this Bid Form. BID FORM To: Modern Electric Water Company Address: North 904 Pines Road Opportunity, Washington 99214 Project Identification: Reservoir Improvement Project 1. BIDDER'S DECLARATION AND UNDERSTANDING. I.I. This Bid is genuine and not made in the interest of or on behalf of any undisclosed person, firm, or corporation and is not submitted in conformity with any agreement or rules of any group, association, organization, or corporation; Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid; Bidder has not solicited or induced any person, firm, or corporation to refrain from bidding; and Bidder has not sought by collusion to obtain for itself any advantage over any other Bidder or over OWNER. 1.2. Bidder acknowledges that no special interpretation or inference of intent is to be given to different formats of different Specification sections. 1.3. In submitting this Bid, Bidder acknowledges and accepts CONTRACTOR's representations as more fully set forth in the Agreement. 1.4. The Bidder understands and agrees that if a contract is awarded, the OWNER may elect to award all schedules under one contract, separately, or in any combination that best serves the interests of the OWNER. 2. CONTRACT EXECUTION AND BONDS. 2.1. The undersigned Bidder agrees, if this Bid is accepted, to enter into an Agreement with OWNER on the form included in the Bidding Documents to perform and furnish Work as specified or indicated in the Bidding Documents for the Contract Price derived from the Bid and within the Contract Times indicated in the Agreement and in accordance with the other terms and conditions of the Bidding Documents. ~ 2.2. Bidder accepts the terms and conditions of the Bidding Documents. ' 3. INSURANCE. 3.1. Bidder further agrees that the Bid amount(s) stated herein includes specific consideration for the specified insurance coverages. j • 4. CONTRACT TIMES. 4.1. Contract completion times are specified in the Agreement. SPK33661.B 1 January 11, 1993 00300 1 BID FORM MODERN ELECTRIC WATER COMPANY 33661 A.SEA 5. LIQUIDATED DAMAGES. 5.1. Bidder accepts the provisions in the Agreement as to liquidated damages. 6. ADDENDA. 6.1. The Bidder hereby acknowledges that it has received Addenda No's. , (Bidder shall insert No. of each Addendum received) and agrees that Addenda issued are hereby made part of the Contract Documents, and the Bidder further agrees that its Bid(s) includes impacts resulting from said Addenda. 7. SUBCONTRACTORS. 7.1. The Bidder further agrees that if its Bid is one of the three apparent low Bids at time of Bid opening, Bidder shall, if requested by OWNER, submit, within S days after the Bid opening, a listing of subcontracting firms or businesses that will be awarded subcontracts for portions of Work listed in paragraph 6.8.2 of the Supplementary Conditions. 8. SALES AND USE TAXES. 8.1. The amount of retail sales tax stated will not be considered as a competitive Bid item and will not be included in determining the lowest priced Bid and will be considered to be an estimate only. 9. BASE BID FOR SCHEDULE A, RESERVOIR 1 CONSTRUCTION 9.1. Lump Sum Work: The Bidder further agrees to accept as full payment for the Lump Sum Work proposed within Schedule A, Reservoir 1 Construction of the Bidding Documents, based upon the undersigned's own estimate of quantities and costs and including sales, consumer, use, and other taxes, except as provided below, and overhead and profit, the following lump sum of: Dollars and Cents $ Sales Tax for above Lump Sum Work $ The above lump sum price includes the following prices for sheeting, shoring, and bracing or equivalent methods for protecting workers for Trench Safety and Site Excavation Safety for Schedule A. SPK33661.B 1 January 11, 1993 00300 2 B ID FORM MODERN ELECTRIC WATER COMPANY 33661 A.SEA Trench Safety Systems: Dollars ~ and Cents $ Site Excavation Safety Systems: Dollars and Cents $ 9.2. Schedule A Deductive Alternate 1 for Incoiporation of the Reservoir Supplier's Design for the Foundation of Reservoir 1: 9.2.1. Bidder further proposes that if the OWNER elects to incorporate the reservoir supplier's design for the foundation of Reservoir 1, the construction of Reservoir 1 as specified in Section 13208, STEEL RESERVOIR, with necessary changes in construction as required to complete the Work with this change, based on undersigned's own estimate of quantities and cost, the Contract Price will be reduced in the amount of: Dollars and Cents $ Sales Tax Reduction for Deductive Alternate 1 $ 10. BASE BID FOR SCHEDULE B, RESERVOIR 7 CONSTRUCTION 10.1. Lump Sum Work: The Bidder further agrees to accept as full payment for the Lump Sum Work proposed within Schedule B, Reservoir 7 Construction of the Bidding Documents, based upon the undersigned's own estimate of quantities and costs and including sales, consumer, use, and other taxes, except as provided below, and overhead and profit, the following lump sum of: Dollars and Cents $ Sales Tax for above Lump Sum Work $ The above lump sum price includes the following prices for sheeting, shoring, and bracing or equivalent methods for protecting workers for Trench Safety and Site Excavation Safety for Schedule B. SPK33661.B 1 January 11, 1993 00300 3 BID FORM MODERN ELECTRIC WATER COMPANY 33661A.SEA Trench Safety Systems: Dollars and Cents $ Site Excavation Safety Systems: Dollars and Cents $ 10.2. Schedule B Deductive Alternate 1 for Incorporation of the Reservoir Supplier's Design for the Foundation of Reservoir 7: 10.2.1. Bidder further proposes that if the OWNER elects to incorporate the reservoir supplier's design for the foundation of Reservoir 7, the construction of Reservoir 7 as specified in Section 13208, STEEL RESERVOIR, with necessary changes in construction as required to complete the Work with this change, based on undersigned's own estimate of quantities and cost, the Contract Price will be reduced in the amount of: Dollars and Cents $ I Sales Tax Reduction for Deductive Alternate 1 $ 11. BASE BID FOR SCHEDULE C, RESERVOIR 1 DEMOLITION AND DISPOSAL 11.1. Lump Sum Work: The Bidder further agrees to accept as full payment for the Lump Sum Work proposed within Schedule C, Reservoir 1 Demolition and Disposal of the Bidding Documents, based upon the undersigned's own estimate of quantities and costs and including sales, consumer, use, and other taxes, except as provided below, and overhead and profit, the following lump sum of: Dollars and Cents $ Sales Tax for above Lump Sum Work $ The above lump sum price includes the following prices for sheeting, shoring, and bracing or equivalent methods for protecting workers for Site Excavation Safety for Schedule C. SPK33661.B 1 January 11, 1993 00300 4 B ID FORM MODERN ELECTRIC WATER COMPANY 33661A.SEA Site Excavation Safety Systems: Dollars and Cents $ 12. BASE BID FOR SCHEDULE D, RESERVOIR 7 DEMOLITION ANTD DISPOSAL 12.1. Lump Sum Work: The Bidder further agrees to accept as full payment for the Lump Sum Work proposed within Schedule D, Reservoir 7 Demolition and Disposal of the Bidding Documents, based upon the undersigned's own estimate of quantities and costs and including sales, consumer, use, and other taxes, except as provided below, and overhead and profit, the followine lump sum of: Dollar~ and Cents ~ Sales Tax for above Lump Sum Work ~ The above lump sum price includes the following prices for sheeting, shoring, and bracing or equivalent methods for protecting workers for Site Excavation Safetv for Schedule D. ~ SitF1 ~v'0~,r1l"" i Dollars I and Cents $ I i 13. DEDUCTION IN TOTAL BID AMOUNT IF AWARDED A COMBINATION OF SCHEDULES. 13.1. Bidder acknowledges that if awarded Schedules A, B, C, and D together, the sum of the separate Bids for these schedules will be reduced in the total amount of: Dollars $ 13.2. Bidder agrees that in the event the following combination of schedules is awarded to it, the sum of the combined totals of the separate Bids for these ~ schedules will be reduced by the following amount: ~ SPK33661.B1 January 11, 1993 ~ 00300 _ 5 BID FORM MODERN ELECTRIC WATER COMPANY 33661 A.SEA Schedule of Combinations Reduction of Combined Totals A and B $ CandD $ 13.3. Bidder further agrees that if it is awarded a contract for a combination of schedules as proposed above, the stated reducrion of combined totals shall be prorated between the schedules and clearly reflected in the schedule of values for each schedule required under paragraph 2.6 of the General Conditions. 14. SURETY. 14.1. If the Bidder is awarded a construction contract from this Bid, the surety who provides the Performance and Payment Bond(s) is whose address is , Street City State Zip 15. BIDDER. An Individual By . (Individual's name and signature) A Partnership By (Partnership name) (Name and signature of general partner) (Title) SPK33661.B 1 January 11, 1993 00300 6 BID FORM , MODERN ELECTRIC WATER COMPANY 33661 A.SEA A Corporation By . (Corporation name) (state of incorporation) By (name and signature of person authorized to sign) (Title) (Corporate Seal) A Joint Venture By . (Business name) (Name and signature of person authorized to sign) By (Business name) (Name and signature of person authorized to sign) (Each joint venturer must sign. The manner of signing each individual, partnership, and corporation that is a party to the joint venture should be in the manner indicated above.) Name, Phone Number, and Address for receipt of official communications and for additional information on this Bid: SUBMITTED ON , 19 . END OF SECTION SPK33661.B 1 January 11, 1993 00300 7 BID FORM MODERN ELECTRIC WATER COMPANY 33661A.SEA WASHINGTON BID BOND BOND NO. AMOUNT: $ KNOW ALL MEN BY THESE PRESENTS, that hereinafter called the PRINCIPAL, and a corporation duly organized under the laws of the State of , having its principal place of business at in the State of , and authorized to do business in the State of Washington, as SURETY, are held and firmly bound unto the Modern Electric Water Company as OWNER, hereinafter called the OBLIGEE, in the sum of DOLLARS for the payment of which we bind ourselves, our heirs, executors, administrators, successors, and assigns, jointly and severally, firmly by these presents. THE CONDITION OF THIS BOND IS SUCH THAT: WHEREAS, the PRINCIPAL is herewith submitting his or its Bid Proposal for RESERVOIR IMPROVEMENT PROJECT said Bid Proposal, by reference thereto, being hereby made a part hereof. NOW, THEREFORE, if the Bid Proposal submitted by the PRINCIPAL is accepted, and the Contract awarded to the PRINCIPAL, and if the PRINCIPAL shall execute the proposed Contract and shall furnish such Performance Bond and Payment Bond as required by the Contract Documents within the time fixed by the Documents, then this obligation shall be void; if the PRINCIPAL shall fail to execute the proposed Contract and SPK33661.B1 January 11, 1993 00400 1 WASHINGTON BID BOND , MODERN ELECTRIC WATER COMPANY 33661A.SEA furnish these bonds, the SURETY hereby agrees to pay to the OBLIGEE the said sum as liquidated damages. Signed and sealed this day of , 19 . PRINCIPAL By SURETY By Attorney-In-Fact END OF SECTION SPK33661.B1 January 11, 1993 00400 2 WASHINGTON BID BOND PART 2 CONTRACT FORMS MODERN ELECTRIC WATER COMPANY 33661 A.SEA AGREEMENT FORM TH1S AGREEMENT is between the Modern Electric Water Company (hereinafter called OWNER) and (hereinafter called CONTRACTOR). OWNER and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, agree as follows: l. WORK. 1.1. CONTRACTOR shall complete Work as specified or indicated in the Contract Documents. The Work is generally described as follows: Modern Electric Water Company, Reservoir Improvement Project The Project for which the Work under the Contract Documents may be the whole or only a part is generally described as follows: Construction of two 500,0()0-gallon fluted column elevated water storage reservoirs, along with yard piping, site work, and appurtenances, and demolition and disposal of two 100,000-gallon elevated reservoirs. Elements of the Work are separated into four schedules. 2. ENGINEER. 2.1. The Project has been designed by CH2M HILL who is hereinafter called ENGINEER and who is to act as OWNER's representative, assume duties and responsibilities, and have the rights and authority assigned to ENGINEER in the Contract Documents in connection with completion of the Work in accordance with the Contract Documents. 3. CONTRACT TIMES AND LIQUIDATED DAMAGES. 3.1. Contract Times: 3.1.1. Schedule A: Work will be completed and ready for final payment in accordance with paragraph 14.13 of the General Conditions on or before June 1, 1994. No interim Substantial Completion dates will be considered. 3.1.2. Schedule B: Work will be completed and ready for final payment in accordance with paragraph 14.13 of the General Conditions on or before September 1, 1994. No interim Substanrial Completion dates will be considered. 3.1.3. Schedule C: Work will be completed and ready for final payment in accordance with paragraph 14.13 of the General Conditions within 49 days from the date of Notice to Proceed as provided in paragraph 2.3 of the Supplementary Conditions. SPK33661.B 1 January 11, 1993 00500 _ 1 AGREEMENT FORM MODERN ELECTRIC WATER COMPANY 33661 A.SEA 3.1.4. Schedule D: Work will be completed and ready for final payment in accordance with paragraph 14.13 of the General Conditions within 49 days from the date of Notice to Proceed as provided in paragraph 2.3 of the Supplementary Conditions. 3.2. Liquidated Damages: . 3.2.1. OWNER and CONTRACTOR recognize that time is of the essence of this Agreement and that OWNER will suffer financial loss if the Work is not completed within the times specified in paragraph Contract Times above, plus any extensions thereof allowed in accordance with Article 12 of the General Conditions. They also recognize the delays, expense, and difficulties involved in proving in a legal or other dispute resolution proceeding the actual loss suffered by OWNER if the Work is not completed on time. Accordingly, instead of requiring any such proof, OWNER and CONTRACTOR agree that as liquidated damages for delay (but not as a penalty) CONTRACTOR shall pay OWNER at the da.ily rate indicated below for each day that expires after the time specified in paragraph Contract Times above for completion and readiness for final payment. Liquidated Damages Prior to Completion and Readiness for Schedule Final Pavment Schedule A $500 Per Day Schedule B $500 Per Day Schedule C $500 Per Day Schedule D $500 Per Day 4. CONTRACT PRICE. 4.1. Schedule A, Reservoir 1 Construction: OWNER shall pay CONTRACTOR for completion of the Work and in accordance with the conformed Bid, which is included as an Exhibit to this Agreement, the following lump sum amount including Sales Tax: Dollars (Words) and Cents $ (Words) (Figures) The above lump sum amount reflects OWNER's adoption of the following alternates: SPK33661.B 1 January 11, 1993 00500 2 AGREEMENT FORM , MODERN ELECTRIC WATER COMPANY 33661 A.SEA 4.2. Schedule B, Reservoir 7 Construction: OWNER shall pay CONTRACTOR for completion of the Work and in accordance with the conformed Bid, which is included as an Exhibit to this Agreement, the following lump sum amount including Sales Ta1c: Dollars (Words) and Cents $ (Words) (Figures) The above lump sum amount reflects OWNER's adoption vf the following alternates: 4.3. Schedule C, Reservoir 1 Demolition and Disposal: OWNER shall pay CONTRACTOR for completion of the Work and in accordance with the conformed Bid, which is included as an Exhibit to this Agreement, the following lump sum amount including Sales Tax: Dollars (Words) and Cents $ (Words) (Figures) 4.4. Schedule D, Reservoir 7 Demolition and Disposal: OWNER shall pay CONTRACTOR for completion of the Work and in accordance with the conformed Bid, which is included as an Exhibit to this Agreement, the following.lump sum amount including Sales Tax: Dollars (Words) and Cents $ (Words) (Figures) 4.5. TOTAL CONTRACT PRICE Schedule(s) and : Dollars (Words) and Cents $ (Words) (Figures) 5. RETAINAGE. . 5.1. Prior to final completion, OWNER shall retain from progress payments 5 percent of the value of Work completed and 5 percent of the value of stored materials and equipment. SPK33661.131 January 11, 1993 00500 3 AGREEMENT FORM MODERN ELECTRIC WATER COMPANY 33661 A.SEA 6. INTEREST. 6.1. Monies not paid when due as provided in Article 14 of the General Conditions shall bear interest at the rate of 8 percent per year. 7. CONTRACTOR' S REPRESENTATIONS. 7.1. In order to induce OWNER to enter into this Agreement, CONTRACTOR's representations are as set forth as follows: 7.1.1. CONTRACTOR has familiarized itself with the nature and extent of the Contract Documents, Work, Work site, locality, general nature of work to be performed by OWNER or others at the site that relates to Work required by the Contract Documents and local conditions and federal, state, and local Laws and Regulations that in any manner may affect cost, progress, performance, or furnishing of Work. 7.1.2. CONTRACTOR has studied carefully reports of explorations and tests of subsurface conditions and drawings of physical conditions which are idenrified in the Supplementary Conditions as provided in paragraph 4.2 of the General Condirions, and accepts the determination set forth in paragraph 4.2 of the Supplementary Conditions of the extent of the technical data contained in such reports and drawings upon which CONTRACTOR is entitled to rely. CONTRACTOR acknowledges that such reports and drawings are not Contract Documents. 7.1.3. CONTRACTOR has obtained and carefully studied (or assumes responsibility for obtaining and carefully studying) examinations, investigations, explorations, tests, and studies (in addition to or to supplement those referred to above) which pertain to the conditions (subsurface or physical) at or contiguous to the site or otherwise and which may affect the cost, progress, perfonnance, or furnishing of the Work as CONTRACTOR deems necessary for the performance and furnishing of the Work at the Contract Price, within the Contract Times, and in accordance with the other terms and conditions of the Contract Documents, including specifically the provisions of paragraph 4.2 of the General Conditions; and no additional or supplementary examinations, investigations, explorations, tests, reports, or similar information or data are or will be required by CONTRACTOR for such purposes. 7.1.4. CONTRACTOR has reviewed and checked information and data shown or indicated in the Contract Documents with respect to existing Underground Facilities at or contiguous to the site and has included costs as defined by paragraph 4.3 of the General Conditions. 7.1.5. CONTRACTOR has correlated information known to CONTRACTOR and results of such observations, familiarizations, examinations, investigations, explorations, tests, and studies with Contract Documents. 7.1.6. CONTR.ACTOR has given ENGINEER written notice of conflicts, errors, ambiguities or discrepancies that it has discovered in the Contract . Documents and the written resolution thereof by ENGINEER is acceptable to CONTRACTOR, and the Contract Documents are generally sufficient to SPK33661.B1 January 11, 1993 00500 . 4 AGREEMENT FORM MODERN ELECTRIC WATER COMPANY 33661A.SEA indicate and convey understanding of terms and conditions for performing and furnishing Work. 8. CONTRACT DOCUMENTS. 8.1. The Contract Documents which comprise the entire Agreement between OWNER and CONTRACTOR concerning Work are defined in paragraph 1.10 of the General Conditions. 8.2. Exhibits to this Agreement include: 8.2.1. Conformed Bid Fonn signed by CONTRAC'TOR. 8.2.2. Executed Performance and Payment Bonds. 8.3. Drawings consist of a cover sheet and sheets numbered 1 to 22, with each sheet bearing the following general title: "RESERVOIR IMPROVEMENT PROJECT." 8.4. Addenda numbers to , inclusive. 9. MISCELLANEOUS. I 9.1. No assignment by a party hereto of any rights under or interests in the Contract Documents will be binding on another party hereto without the written consent of the party sought to be bound; and specifically but without limitation monies that may become due and monies that are due may not be assigned without such consent (except to the extent that the effect of this restriction may be limited by law), and unless specifically stated to the contrary in any written consent to an assignment no assignment will release or discharge the assignor from any duty or responsibility under the Contract Documents. 9.2. OWNER and CONTRAC7'OR each binds itself, its partners, successors, assigns, and legal representatives to the other party hereto, its partners, successors, assigns, and legal representatives in respect of all covenants, agreements, and obligations contained in the Contract Documents. SPK33661.B1 January 11, 1993 00500 5 AGREEMENT FORM MODERN ELECTRIC WATER COMPANY 33661 A.SEA IN WITNESS WHEREOF, OWNER and CONTRACTOR have signed five copies of this Agreement. All portions of the Contract Documents have been signed or identified by OWNER and CONTRACTOR or by ENGINEER on their behalf. OWNER MODERN ELECTRIC CONTRACTOR WATER COMPANY By By Date Date [CORPORATE SEAL] [CORPORATE SEAL] Address for giving notices Address for giving notices North 904 Pines Road Opvortunitv, WA 99214 License No. Agent for service of process: (If CONTRACTOR is a corporation, attach evidence of authority to sign.) END OF SECTION SPK33661.131 January 11, 1993 00500 6 AGREEMENT FORM MODERN ELECTRIC WATER COMPANY 33661 A.SEA WASHINGTON PERFORMANCE & PAYMENT BOND BOND NO. AMOUNT: $ KNOW ALL MEN B Y THESE PRESENTS, that as CONTR.ACTOR (Principal), and a corporation, duly authorized to do a general surety business in the State of Washington, as SURETY, are jointly and severally held and bound unto the Modern Electric Water Company, the OWNER (Obligee) herein, in the sum of DOLLARS l, for the payment of which we bind ourselves, our heirs, executors, administrators, successors, and assigns, jointly and severally, fumly by these presents. This bond is executed consistent with and incorporating the provisions of Chapter 39.08, Revised Code of Washington. THE CONDITION OF THIS OBLIGATION IS SUCH THAT: WHEREAS, the CONTRACTOR entered into a certain Contract with the Modern Electric Water Company for the Reservoir Improvement Project, Schedules and . IN WITNESS: NOW, THEREFORE, if the CONTRACTOR shall faithfully perform all the provisions of such Contract and promptly pay all laborers, mechanics, subcontractors, materialmen, and all persons who shall supply such person or persons, or subcontractors, with provisions , and supplies for carrying on of such work for the duration thereof, including the 1-year guarantee period, and shall faithfully discharge the duties and obligations therein assumed, then this obligarion shall be void; otherwise it shall rema.in in full force and effect. PROVIDED, HOWEVER: That the conditions of this obligation sha11 not apply to any money loaned or advanced to the CONTRACTOR or to any subcontractor or other person in the performance of any such work. SPK33661.B1 January 11, 1993 00610 1 WASHINGTON PERFORMANCE & PAYNiENT BOND MODERN ELECTRIC WATER COMPANY 33661 A.SEA The SURETY for the value received, hereby waives notice of any extension of time, alteration, or addition or forbearance as to the terms of the Contract made or extended by Owner or Contractor. Signed and sealed this day of , 19 . (SEAL) CONTRACTOR SURETY By Attorney- I n-Fact A.PPROVED AS TO FORM: , 19 , OWNER END OF SECTION SPK33661.131 January 11, 1993 00610 2 WASHINGTON PERFORMANCE & PAYMENT BOND i ~ _ PART 3 ~ CONDITIONS OF: THE CONTRACT. : GENER.AL colvnlTIoNs OF THE CONSTRUCTIUN CUNTRACT These GENERAL CONDITIONS have been developed by using the STANDARD GENERAL CONDTTIONS OF THE CONSTRUCTION CONTRACT prepared by the Engineers Joint Contract Documents Committee, EJCDC No. 1910-8 (1990 Edition), as a base. Changes to that document are shown by bolding text that has been added and striking through text that has been deleted. A vertical bar is displayed in the left margin for either added or deleted text. I , ETCDC GENERAL CONDITIONS 1910-8 (1990 EDITION) WITH CH2M HILL MODIFICATIONS (REV 6/92) TABLE OF C4NTENTS OF GENERAL CONDITIONS Article or Paragraph Page Article or Paragraph Page Number & Title Number Number & Title Number 1. DEFINITIONS . . . . . . . . . . . . . . . . . . . . . l 2. PRELIMINARY MATTERS . . . . . . . . . . . . 3 1.1 Addenda . . . . . . . . . . . . . . . . . 1 2.1 Delivery of Bonds . . . . . . . . . . 3 1.2 Agreement . . . . . . . . . . . . . . . . 1 2.2 Copies of Documents . . . . . . . . 3 1.3 Application for Payment 1 2.3 Commencement of Contract 1.4 Asbestos . . . . . . . . . . . . . . . . . 1 Times; Notice to Proceed . . . . . 3 1.5 Bid . . . . . . . . . . . . . . . . . . . . . 1 2.4 Sterting the Work . . . . . . . . . . . 3 1.6 Bidding Documents . . . . . . . . . . . 1 2.5-2.7 Before Starting Construction; . . . . 4 1.7 Bidding Requirements . . . . . . . . . 1 CONTRAC'TOR's Responsibility 1.8 Bonds . . . . . . . . . . . . . . . . . . . 1 to Report; Preliminary Sc6edules; 1.9 Change Order . . . . . . . . . . . . . . 1 Delivery of Certificates of 1.10 Contract Documents . . . . . . . . . . 1 Insurance . . . . . . . . . . . . . . . 4 1.11 Contract Price . . . . . . . . . . . . . . 1 2.8 Preconstructioa Conference . . . . . 4 1.12 Contract Times . . . . . . . . . . . . . 1 2.9 Initially Acceptable Schedules . . . 4 1.13 CONTRAC'TOR . . . . . . . . . . . . . 1 1.14 defective . . . . . . . . . . . . . . . . . 1 3. CONTRACT DOCUMENTS: INTENT, 1.15 Drawings . . . . . . . . . . . . . . . . . 1 AMENDING, REUSE . . . . . . . . . . . . . . . . 4 1.16 Effective Date of the Agreement 2 ~ 3. I-3.2 Intent; Order of Precedence 4 1.17 ENGINEER . . . . . . . . . . . . . . . 2 3.3 Reference to Standards and Speci- 1.18 ENGINEER's Consultant 2 fications of Technical Societies; 1.19 Field Order . . . . . . . . . . . . . . . . 2 Reporting and Resolving Dis- 1.20 General Requirements . . . . . . . . . 2 crepancies . . . . . . . . . . . . . . 5 1.21 Huardous Waste . . . . . . . . . . . . 2 3.4 Intent of Certain Terms or 1.22 Laws and Regulations; L,aws or Adjectives . . . . . . . . . . . . . . 5 Regulations . . . . . . . . . . . . . . . 2 3.5 Amendieg Contract Documents . . 6 1.23 Liens . . . . . . . . . . . . . . . . . . . 2 3.6 Supplementing Contract 1.24 Milestone . . . . . . . . . . . . . . . . . 2 Documents . . . . . . . . . . . . . . 6 1.25 Notice of Award . . . . . . . . . . . . 2 3.7 Reuse of Documents . . . . . . . . . 6 1.26 Notice to Proceed . . . . . . . . . . . . 2 1.27 OWNER . . . . . . . . . . . . . . . . . 2 4. AVAILABILITY OF LANDS; SUBSURFACE 1.28 Partial Utilization . . . . . . . . . . . . 2 AND PHYSICAL CONDITIONS; ' 1.29 PCBs . . . . . . . . . . . . . . . . . . . 2 REFERENCE POINTS . . . . . . . . . . . . . . . . 6 j 1.30 Petroleum . . . . . . . . . . . . . . . . . 2 4.1 Availability of Laads . . . . . . . . . 6 1.31 Project . . . . . . . . . . . . . . . . . . 2 4.2 Subsurface and Physical 1.32 Radioactive Material . . . . . . . . . . 2 Conditions . . . . . . . . . . . . . . 7 1.33 Resident Project Represencative 2 4.2.1 Reports and Drawings 7 1.34 Samples . . . . . . . . . . . . . . . . . . 2 4.2.2 Limited Reliance by C4NTRAC- 1.35 Shop Drawings . . . . . . . . . . . . . 2 TOR Aut6orized; Tochnical 1.36 Specifications . . . . . . . . . . . . . . 2 Data . . . . . . . . . . . . . . . . . . 7 ~ 1.37.a Subcontractor . . . . . . . . . . . . . . 2 4.2.3 Notice of Differiag Subsurface ~ 1.37.b Submittals . . . . . . . . . . . . . . . . 3 or Physical Conditions . . . . . . . 7 ~ 1.38 Substantial Completion . . . . . . . . . 3 4.2.4 ENGINEER's Review . . . . . . . . 7 1.39 Supplementary Conditions 3 4.2.5 Possible Contract Documents 1.40 Supplier . . . . . . . . . . . . . . . . . . 3 C'hange . . . . . . . . . . . . . . . . 7 1.41 Undergtound Facilities 3 4.2.6 Possible Price and Times 1.42 Unit Price Work . . . . . . . . . . . . . 3 Adjustments . . . . . . . . . . . . . 8 1.43 Work . . . . . . . . . . . . . . . . . . . 3 4.3 P6ysical Conditions--Underground 1.44 Work Chaage Directive . . . . . . . . 3 Fstcilities . . . . . . . . . . . . . . . 8 1.45 Written Amendmeat . . . . . . . . . . 3 4.3.1 Shown or Indicated . . . . . . . . . . 8 4.3.2 Not Shown or Indicated 8 4.4 Reference Points . . . . . . . . . . . 9 EJCDC GENERAL CONDR'IONS 1910-8 (1990 EDTi70N) w1CH2M HII.L MODffICAT10NS (REV 6/92) ~ Article or Paragraph Page Article or Paragraph Page Number & Title Number Number & Title Number 4.5 Asbestos, PCBs, Petroleum, j 6.25 Srb~te~Shop Drawing end Haiardous Waste or ~ Sample Submission Proce- Radioactive Material . . . . . . . . . 9 dures; CONTRACT'OR's Review Prior to Shop Dcaw- 5. BONDS AND INSURANCE . . . . . . . . . . . . 10 ing or Sample Submittal . . . . . 19 5.1-5.2 Performaace, Payment and Other 6.26 Shop Drawing & Sample Submit- Bonds . . . . . . . . . . . . . . . . . . 10 tals Review by ENGINEER . . 19 5.3 Licensed Sureties aad Insurers; 6.27 Responsibility for Variation Certificates of lnsurance . . . . . . . 10 From Contract Documents . . . 19 5.4 CONTRAC'fOR's Liability 6.28 Related Work Performed Prior Insurance . . . . . . . . . . . . . . . . 10 to ENGINEER's Review and 5.5 OWNER's Liability Iasurance 11 Approval of Required 5.6 Property Insurance . . . . . . . . . . . l l Submittals . . . . . . . . . . . . . 19 5.7 Boiler and Machinery or Addi- 6.29 Coatinuing the Work 19 tional Property Insurance 11 6.30 CONTRACTOR's General 5.8 Notice of Cancellation Provision 12 Warranty and Guarantee 20 5.9 CONTRACTOR's Responsibility 6.31-6.33 Indemaification . . . . . . . . . . . 20 for Deductible Amounts . . . . . . . 12 6.34 Survival of Obligations . . . . . . 20 5.10 Other Special Insurance . . . . . . . . 12 5.11 Waiver of Rig6ts . . . . . . . . . . . . 12 7. OTHER WORK . . . . . . . . . . . . . . . . . . . 21 5.12-5.13 Raceipt and Application of 7.1-7.3 Related Work at Site 21 Insurance Proceeds . . . . . . . . . . 12 7.4 Coordination . . . . . . . . . . . . . 21 5.14 Acceptance of Bonds and Insur- ance; Option to Replace . . . . . . . 13 8. OWNER'S RESPONSIBILITIES . . . . . . . . . 21 5.15 Partial Utilization--Property 8.1 Communicatioas to CON- Insurance . . . . . . . . . . . . . . . . 13 TRACTOR . . . . . . . . . . . . . 21 8.2 Replacement of ENGINEER 21 CONTRACI'OR'S RESPONSIBILTTIES 13 8.3 Futnish Data and Pay Promptly ~ 6.1-6.2 Supervision aed Superintendeace; When Due . . . . . . . . . . . . . 21 ~ Quslity Control . . . . . . . . . . . . 13 8.4 Laads and Easements; Reports ~ 6.3-6.5 Labor, Materials and Equipmeat . . . 13 and Tests . . . . . . . . . . . . . . 21 6.6 Progress Schedule . . . . . . . . . . . . 14 8.5 Insurance . . . . . . . . . . . . . . . 22 6.7 Substitutes and "Or-Equal" Items; . . 14 8.6 Chaage Orders . . . . . . . . . . . 22 CONTRACTOR's Expense; 8.7 Inspections, Tests and Substiiute Construction Approvals . . . . . . . . . . . . . 22 Methods or Procedures; 8.8 Stop or Suspend Work; ENGINEER's Evaluation 15 Terminate CONTRAC'TOR's 6.8-6.11 Concerning Subcontractors, Services . . . . . . . . . . . . . . 22 Suppliers and Ot6ers; 8.9 Limitations on OWNER'S Waiver of Rights . . . . . . . . . . . 15 Responsibilities . . . . . . . . . . 22 6.12 Patent Fees and Royalties 16 8.10 Asbestos, PCBs, Petroleum, 6.13 Perwits . . . . . . . . . . . . . . . . . . 16 Hauardous Waste or 6.14 Laws and Regulations . . . . . . . . . 16 Radioactive Material . . . . . . . 22 6.15 Taues . . . . . . . . . . . . . . . . . . . 17 8.11 Evidence of Financial 6.16 Use of Premises . . . . . . . . . . . . . 17 Arrangements . . . . . . . . . . . 22 6.17 Site Cleanliness . . . . . . . . . . . . . 17 6.18 Safe Structural Load'wg 17 9. ENGINEER'S STATUS DURING 6.19 Record Documents . . . . . . . . . . . 17 CONSTRUCTION . . . . . . . . . . . . . . . . . 22 6.20 Safety and Protection . . . . . . . . . . 17 9.1 OWNER's Represeotative . . . . . 22 6.21 Safety Representative . . . . . . . . . . 18 9.2 Visits to Site . . . . . . . . . . . . . 22 6.22 Haznrd Communicatioo Programs 18 9.3 Project Representative 22 6.23 Emergencies . . . . . . . . . . . . . . . 18 9.4 Clarificatioas and Interpre- 6.24 Shop Drawings and Saanples . . . . . 18 tations . . . . . . . . . . . . . . . . 22 9.5 Authorized Variations in Work 23 EJCDC GENERAL CONDfTIONS 1910-8 (1990 EDITION) w/CH2M HILL MODIFiCAT10NS (REV 6/92) Article or Paragraph Page Article or Paragraph PaBe Number & Title Number Number & Title Number 9.6 . Rejecting Dcfectivr Work 23 13.8-13.9 Uacovering Woric st ENGI- 9.7-9.9 S6op Drawings, Change Orders NEER's Request 32 and Paymeats . . . . . . . . . . . . . 23 13.10 OWNER May Stop the Worlc . . 32 9.10 Determinations for Unit Prices 23 13.11 Correction or Removal of 9.11-9.12 Decisions on Disputes; ENGI- Defectivr Work . . . . . . . . . . 33 NEER as Initial Interpreter . . . . . 23 13.12 Conection Period . . . . . . . . . . 33 9.13 Limitations oa ENGINEER's 13.13 Acceptance of Deftetivee Work 33 Authority aod Respoasibilities 24 13.14 OWNER May Correct Defective Work 33 10. CHANGES IN 1'HE WORK . . . . . . . . . . . . 25 ~ 10.1 OWNER's Ordered Change; 14. PAYMENTS TO CONTRACTOR AND i OWNER's Proposal Request . . . 25 COMPLETION . . . . . . . . . . . . . . . . . . . 34 10.2 Claim for Adjustment . . . . . . . . . 25 14.1 Schedule of Values . . . . . . . . . 34 10.3 Work Not Required by Contract 14.2 Application for Progress Documents . . . . . . . . . . . . . . . 25 Paymeat . . . . . . . . . . . . . . 34 10.4 C6ange Orders . . . . . . . . . . . . . . 25 14.3 CONTRACTOR's Warraaty of 10.5 Notification of Surety . . . . . . . . . 26 Title . . . . . . . . . . . . . . . . . . 34 14.4-14. 7 Review of Applicatioas for 11. CHANGE OF CONTRACT PRICE . . . . . . . . 26 Progress Payments . . . . . . . . 34 11.1-11.3 Contract Price; Claim for 14.8-14.9 Substantial Completion 35 Adjustrnent; Value of 14.10 Partial Utiliistioo . . . . . . . . . . 36 t6e Work . . . . . . . . . . . . . . . . 26 14.11 Final Inspection . . . . . . . . . . . 36 11.4 Cost of the Work . . . . . . . . . . . . 26 14.12 Final Application for Payment . . 36 11.5 Exclusions to Cost of the Work 29 14.13-14.14 Final Payment and Acccptance 36 11.6 CONTRACTOR's Fee . . . . . . . . . 30 14.15 Waiver of Claims . . . . . . . . . . 37 11.7 Cost Records . . . . . . . . . . . . . . . 30 11.8 Cash Allowances . . . . . . . . . . . . 30 15. SUSPENSION OF WORK AND 11.9 Unit Price Work . . . . . . . . . . . . . 30 TERMINATION . . . . . . . . . . . . . . . . . . . 37 15.1 OWNER May Suspend Work 37 12. CHANGE OF CONTRAC'T TIMES . . . . . . . . 31 15.2-15.4 OWNER May Terminate . . . . . 37 12.1 Claim for Adjustment 31 15.5 CONTRACTOR May Stop 12.2 Time of t6e Essence . . . . . . . . . . 31 Work or Terminate . . . . . . . . 38 12.3 Delays Beyond CONTRACTOR's Control . . . . . . . . . . . . . . . . . 31 16. DISPUTE RESOLUTION . . . . . . . . . . . . . 38 12.4 Delays Beyond OWNER's and CONTRACTOR's Control . . . . . 31 17. MISCELLANEOUS . . . . . . . . . . . . . . . . 38 17.1 Giving Notice . . . . . . . . . . . . 38 13. T'ESTS AND INSPECTTONS; CORRECTION, 17.2 Computation of Times 39 REMOVAL OR ACCEPTANCE OF 17.3 Notice of Claim . . . . . . . . . . . 39 DEFEC'77'VE WORK . . . . . . . . . . . . . . . . . 31 17.4 CumulAtive Remedies . . . . . . . 39 13.1 Notice of Defects . . . . . . . . . . . . 31 17.5 Professional Fees and Court 13.2 Access to t6e Work . . . . . . . . . . . 32 Costs Iocluded . . . . . . . . . . 39 13.3 Tests and Inspections; CONTRAC'TOR's Cooperation . . . 32 13.4 oWNER's Respoasibilities; Indepeodent 7'esting I.aboratory 32 i . 13.5 CONTRACTOR's j . . . . r.. G C-= Responsibilities . . . . . . . . . . . . 32 i64 --i6:~ Arbitraties . . . . . . . . . . . GG A! 13.6-13.7 Covering Work Prior to Iaspec- ~ 46:7 Med+e666 . . . . . . . . . tioa, Testing or Appcoval 32 EICOC GENFRAL CONDtC10NS 1910-8 (1990 EDR'ION) wlCH2M HII.L MODaICATIONS (REV 6/92) u~ INDEX TO GENERIiL CONDITI4NS ~ Article or Paragraph Article or Paragraph Number Number Acceptance of- possible price and times c6ange 4.5.2 Bonds and Insurance . . . . . . . . . . . . . . . 5.14 Authorized Variations in Work . . 3.6, 6.25, 6.27, 9.5 d~fective Work . . . . . . . . . . 10.4.1, 13.5, 13.13 Availability of I.ands . . . . . . . . . . . . . . . . 4.1, 8.4 ~ final payment . . . . . . . . . . . . . . . . 9.12, 14.15 Award, Notice of--4efined . . . . . . . . . . . . . . . 1.25 insurance 5.14 other Work, by CONTRACTOR . . . . . . . . . 7.3 Before Stxrting Construction . . . . . . . . . . . 2.5-2.8 I Substitutes aad 'Or-Equal' Items . . . . . . . . 6.7.1 Bid--definition of . . . . . . . . 1.5 (1.1, 1.10, 2.3, 3.3, Work by OWNER . . . . . . . . . . . 2.5, 6.30, 6.34 . . . . . . . . 4.2.6.4, 6.13, 11.4.3, 11.9.1) ~ Access to the- Bidding Documents--definition ' Laands, OWNER and CONTRACTOR of . . . . . . . . . . . . . . . . . . . . 1.6(6.8.2) responsibilities . . . . . . . . . . . . . . . . . . 4.1 Bidding Requiremeats-definition site, related Work . . . . . . . . . . . . . . . . . . 7.2 of . . . . . . . . . . . . . . . . 1.7 (l.l, 4.2.6.2) Work . . . . . . . . . . . . . . . . . 13.2, 13.14, 14.9 Bonds- i Acts or Omissions--, Acts and Omissions-- acceptance of . . . . . . . . . . . . . . . . . . . . . 5.14 CONTR.ACTOR . . . . . . . . . . . . . 6.9.1, 9.13.3 additional bonds . . . . . . . . . . . . . 10.5, 11.4.5.9 ENGINEER . . . . . . . . . . . . . . . . 6.20, 9.13.3 Cost of the Work . . . . . . . . . . . . . . . . . 11.5.4 OWNER . . . . . . . . . . . . . . . . . . . . 6.20, 8.9 definition of . . . . . . . . . . . . . . . . . . . . . . 1.8 Addenda--definitioo of (also see delivery of . . . . . . . . . . . . . . . . . . . . 2.1, 5.1 definition of Specifications) .(1.6, 1.10, 6.19), 1.1 final Application for Payment 14.12-14.14 ~ Additiooal Property Insurances . . . . . . . . . . . . . 5.7 general . . . . . . . . . . . . . . 1.10, 5.1-5.3, 5.13, ~ Adjustments-- . . . . . . . . . . . . . . . 9.13, 10.5, 14.7.6 ~ Contract Price or Contract Performance, Payment and Other 5.1-5.2 ~ Times . . . . . . . . 1.5, 3.5, 4.1, 4.3.2, 4.5.2, Bonds and Insurance--in general . . . . . . . . . . . . . 5 . . . . . . . . . . 4.5.3, 9.4, 9.5, 10.2-10.4, Builder's risk "all-risk" policy form . . . . . . . . . 5.6.2 11,12, 14.8,15.1 ' progress schedule . . . . . . . . . . . . . . . . . . 6.6 Cancellation Provisions, Insurance . . 5.4.11, 5.8, 5.15 Agreement-- Cash Allowances . . . . . . . . . . . . . . . . . . . . 11.8 definition of . . . . . . . . . . . . . . . . . . . . . . 1.2 Certificate of Substantial Completion . 1.38, 6.30.2.3, "All-Risk" Insurance, policy form . . . . . . . . . . 5.6.2 . . . . . . . . . . . . . . . . . . . . 14.8, 14.10 ~ Allowances, Cas6 . . . . . . . . . . . . . . . . . . . . 11.8 Certificates of Iaspection . . . . . . . 9.13.4, 13.5, 14.12 ~ Amending Contract Documents . . . . . . . . . . . . . 3.5 Certificates of Insurance . . . 2.7, 5.3, 5.4.11, 5.4.13, ~ Ameadment, Written-- 5.6.5, 5.8, 5.14, 9.13.4, 14.12 in generstl 1.10, 1.45, 3.5, 5.10, 5.12, 6.6.2 Change ia Coatract Price-- . . . . . . . . . 6.8.2, 6.19, 10.1, 10. 4, 11.2 Cash Allowances . . . : . . . . . . . . . . . . . . 11.8 . . . . . . . . . . . . . . 12.1, 13.12.2, 14.7.2 claim for price Appeal, OWNER or CONTRACT'OR adjustment 4.1, 4.2.6, 4.5, 5.15, 6.8.2, 9.4 inteat to . . . . . . . . 9.10, 9.11, 10.4, 16.2, 16.5 . . . . . . 9.5, 9.11, 10.2, 10.5, 11.2, 13.9. ; Application for Payment- 13.13, 13.14, 14.7; 15.1, 15.5 ~ definition of . . . . . . . . . . . . . . . . . . . . . . 1.3 CONTRACTOR's fee . . . . . . . . . . . . . . . 11.6 I ENGINEER's Responsibility . . . . . . . . . . . 9.9 Cost of the Work ~ final pay ment . . . . . . 9.13 .4, 9.13.5, 14.12-14.1 S general . . . . . . . . . . . . . . . . . . . 11.4- l 1. 7 ! in general . . . . . . . . 2.8, 2.9, 5.6.4, 9.10, 15.5 Exclusions to . . . . . . . . . . . . . . . . . . . 11.5 ~ progress payment . . . . . . . . . . . . . . 14.1-14.7 Cost Records . . . . . . . . . . . . . . . . . . . . . 11.7 ~ review of . . . . . . . . . . . . . . . . . . . .14.4-14.7 in geaeral . . . 1.19, 1.44, 9.11, 10.4.2, 10.4.3, 11 i i Atbitration . . . . . . . . . . . . . . . . . . . . . 16-1 16.b Lump Sum Pricing . . . . . . . . . . . . . . . . 11.3.2 I Asbestos-- Notification of Surety . . . . . . . . . . . . . . . 10.5 ' claims pursuant thereto . . . . . . . . . . 4.5.2, 4.5.3 Scope of . . . . . . . . . . . . . . . . . . . . . 10.3-10.4 ' CONTRACTOR authorized to stop Work 4.5.2 Testing and Inspection, ~ definition of . . . . . . . . . . . . . . . . . . . . . . 1.4 Uncovering the Work . . . . . . . . . . . . . 13.9 OWNER re,Sponsibility for . . . . . . . . 4.5.1, 8.10 Unit Price Work . . . . . . . . . . . . . . . . . . . 11.9 ! EJCDC GENFRAL CONDR'IONS 1910-8 (1990 EDR'ION) iv w/CH2M HII.L MODo-ICATIONS (REV 6192) Article or Paragrap6 Article or Paragraph Number Number Value of Work . . . . . . . . . . . . . . . . . . . 11.3 CONTRACTOR's Fee . . . . . . . . . . . . . . . 11.6 Change in Cootract Times-- CONTRAC'TOR's liability 5.4, 6.12, 6.16, 6.31 Claim for times Cost of the Work . . . . . . . . . . . . . . 11.4, 11.5 adjustmcnt.. 4.1, 4.2.6, 4.5, 5.15, 6.8.2, 9.4, Docisions on Disputes 9.11, 9.12 . . . . . . 9.5, 9.11, 10.2, 10.5, 12.1, 13.9, Dispute Resolution . . . . . . . . . . . . . . . . . 16.1 . . . . . . . . 13.13, 13.14, 14,4, 15.1, 15.5 i ' " Contractual time limits . . . . . . . . . . . . . . 12.2 ENGINEER as initial interpretor . . . . . . . . . 9.11 Delays beyond CONTRACTOR's Lump Sum Pricing . . . . . . . . . . . . . . . . 11.3.2 control . . . . . . . . . . . . . . . . . . . . . . 12.3 Notice of . . . . . . . . . . . . . . . . . . . . . . . 17.3 Delays beyond OWNER's aad OWNER's 9.4, 9.5, 9.11, 10.2, 11.2, 11.9 CONTRACI'OR's control . . . . . . . . . . 12.4 . . . . . . . . 12.1, 13.9, 13.13, 13.14, 17.3 Notification of svrety . . . . . . . . . . . . . . . 10.5 OWNER's liability . . . . . . . . . . . . . . . . . . 5.5 Scope of change . . . . . . . . . . . . . . . 10.3-10.4 OWNER may refuse to make payment . . . . . 14.7 Change Orders-- Professional Fees and Court Costs Acceptaace of DefectiNe Woric . . . . . . . . . 13.13 Included . . . . . . . . . . . . . . . . . . . . . 17.5 Amending Contract Documents . . . . . . . . . . 3.5 request for formal decision on . . . . . . . . . . 9.11 Cash Allowaaces . . . . . . . . . . . . . . . . . . 11.8 Substitute Items . . . . . . . . . . . . . . . . . 6.7.1.2 Change of Contract Price . . . . . . . . . . . . . . 11 Time Extension . . . . . . . . . . . . . . . . . . . 12.1 Change of Contract Times . . . . . . . . . . . . . . 12 Time requirements . . . . . . . . . . . . . 9.11, 12.1 Changes in the Work . . . . . . . . . . . . . . . . . 10 Unit Price Work . . . . . . . . . . . . . . . . . . 11.9.3 CONTRACTOR's fee . . . . . . . . . . . . . . . 11.6 Value of . . . . . . . . . . . . . . . . . . . . . . . . 11.3 Cost of the Work . . . . . . . . . . . . . . 11.4-11.7 Waiver of--on Final Payment . . . . . . 14.14, 14.15 Cost Rxords . . . . . . . . . . . . . . . . . . . . 11.7 Work Change Directive . . . . . . . . . . . . . . 10.2 definition of . . . . . . . . . . . . . . . . . . . . . . 1.9 written notice required . . . . . . . . 9.11, 11.2, 12.1 emergencies . . . . . . . . . . . . . . . . . . . . . 6.23 Clarificatioas and Interpretations . . . . 3.6.3, 9.4, 9.11 ENGINEER's te.sponsibility . 9.8, 10.4, 11.2, 12.1 Clean Site . . . . . . . . . . . . . . . . . . . . . . . . 6.17 execution of . . . . . . . . . . . . . . . . . . . . . 10.4 Codes of Technical Society, 4rgaaiTation Indemnifiction . . . . . . . . . 6.12, 6.16, 6.31-6.33 or Association . . . . . . . . . . . . . . . . . . . . 3.3.3 Insurance, Boads and . . . . . . . . 5.10, 5.13, 10.5 Commencemeat of Contract Times . . . . . . . . . . 2.3 OWNER may terminate . . . . . . . . . . 15.2-15.4 ~ Command type Ianguage . . . . . . . . . . . . . . . . 3.4 OWNER's Responsibility . . . . . . . . . 8.6, 10.4 Communications-- Physical Conditions-- geaeral . . . . . . . . . . . . . . . . . . 6.2, 6.9.2, 8.1 Subsurface and . . . . . . . . . . . . . . . . . . 4.2 Hazard Communication Programs . . . . . . . . 6.22 Underground Facilities............. 4.3.2 Completion- Record Documents . . . . . . . . . . . . . . . . 6.19 Final Application for Payment . . . . . . . . . 14.12 Scope of Change . . . . . . . . . . . . . . . 10.3-10.4 Final Inspection . . . . . . . . . . . . . . . . . . 14.11 Substitutes . . . . . . . . . . . . . . . . . . 6.7.3, 6.8.2 Final Payment and Acceptance . . . . . 14.13-14.14 Unit Price Work . . . . . . . . . . . . . . . . . . 11.9 Partial Utiliv►tion . . . . . . . . . . . . . . . . 14.10 value of Work, covered by . . . . . . . . . . . 11.3 Substantial Completioa . . . . . . . . 1.38, 14.8-14.9 Change.s in t6e Woric . . . . . . . . . . . . . . . . . . . . 10 Waiver of Claims . . . . . . . . . . . . . . . . . 14.15 Notification of surety . . . . . . . . . . . . . . . 10.5 Computation of Times . . . . . . . . . . . 17.2.1-17.2.2 OWNER's and CON7'RACTOR's Concerning Subcontractors, Suppliers responsibilities . . . . . . . . . . . . . . . . . 10.4 and Others . . . . . . . . . . . . . . . . . . . . 6.8-6.11 Rig6t to an adjustment . . . . . . . . . . . . . . 10.2 Conferences-- Scope of chaage . . . . . . . . . . . . . . . 10.3-10.4 initially acceptable schedules . . . . . . . . . . . . 2.9 Claims- precoostruction 2.8 against CONTRACTOR . . . . . . . . . . . . . 6.16 Conflict, Error, Ambiguity, Discrepancy-- agaiast ENGINEER . . . . . . . . . . . . . . . . 6.32 CONTRAC"I'OR to Report . . . . . . . . . 2.5, 3.3.2 against OWNER . . . . . . . . . . . . . . . . . . 6.32 Construction, before starting by Change of Contract Price . . . . . . . . . 9.4, 11.2 CONTRACTOR . . . . . . . . . . . . . . . . . 2.5-2.7 Change of Contract Times . . . . . . . . . 9.4, 12.1 Coastruction Machinery, Equipment, etc. . . . . . . 6.4 CONTRACTOR's . . 4, 7.1, 9.4, 9.5, 9.11, 10.2, Continuing t6e Work . . . . . . . . . . . . . . 6.29, 10.4 . . . . . . . . . 11.2, 11.9, 12.1, 13.9, 14.8, Contract Documents-- . . . . . . . . . . . . . . . 15.1, 15.5, 17.3 Amending . . . . . . . . . . . . . . . . . . . . . . . . 3.5 E1CDC GENERAL CONDTTIONS 1910-8 (1990 EDfl70I+) w/CH2M HII.[, MODffiCATIONS (REV 6/92) v A`icle or Paragraph Article or Paragraph Number Number Boods . . . . . . . . . . . . . . . . . . . . . . . . . 5.1 Stop Work requirements . . . . . . . . . . . . . . 4.5.2 Cash Allowances . . . . . . . . . . . . . . . . . . 11.8 CONTRAC7'OR's-- C6ange of Contract Price . . . . . . . . . . . . . . 11 Compensation . . . . . . . . . . . . . . . . . 11.1-11.2 Change of Contract Times . . . . . . . . . . . . . . 12 Continuiag Obligation . . . . . . . . . . . . . . 14.15 Changes in the Wvr1c . . . . . . . . . . . . 10.4-10.5 DefectiNe Work . . . . . . . . . . . 9.6, 13.10-13.14 check and verify . . . . . . . . . . . . . . . . . . . 2.5 Duty to correct def'ective Work . . . . . . . . . 13.11 Clarifications and Duty to Report-- Interpretations 3.2, 3.6, 9.4, 9.11 Changes in the Work caused by definition of . . . . . . . . . . . . . . . . . . . . . 1.10 Emergency . . . . . . . . . . . . . . . . . 6.23 ENGINEER as initial interpreter of . . . . . . 9.11 Defects in Work of Others . . . . . . , . . . . 7.3 ENGINEER as OWNER's represeatative . . . . 9.1 Differing coaditions . . . . . . . . . . . . . . 4.2.3 general . . . . . . . . . . . . . . . . . . . . . . . . . . 3 Discrepancy in Documents . . 2.5, 3.3.2, 6.14.2 Insurance . . . . . . . . . . . . . . . . . . . . . . . 5.3 Underground Facilities not Intent .......................3.1-3.4 indicated ..................4.3.2 minor variations in the Work . . . . . . . . . . . 3.6 Emergencies . . . . . . . . . . . . . . . . . . . . . 6.23 OWNER's re.sponsibility to furnish data 8.3 Equipment and Machinery Rental, Cost OWNER's responsibility to make of t6e Work . . . . . . . . . . . . . . . . . 11.4.5.3 prompt paymeat . . . . . . . . . 8.3, 14.4, 14.13 Fee--Cost Plus . . . . . . . . . 11.4.5.6, 11.5.1, 11.6 precedence . . . . . . . . . . . . . . . . . . 3.1, 3.3.3 General Warranty and Guarantee . . . . . . . . 6.30 Record Documents . . . . . . . . . . . . . . . . 6.19 Huard Communication Programs . . . . . . . . 6.22 Refereace to Standards and Specifications Indemnification 6.12, 6.16, 6.31-6.33 of Technical Societies . . . . . . . . . . . . . . 3.3 ~ Inspection of the Work . . . . . . . . 7.3, 13.3, 13.4 Related Work . . . . . . . . . . . . . . . . . . . . . 7.2 Labor, Materials and Equipment . . . . . . . 6.3-6.5 Reporting and Resolving Discrepancies 2.5, 3.3 Laws and Regulations, Compliance by 6.14.1 Reuse of . . . . . . . . . . . . . . . . . . . . . . . . 3.7 Liability Insurance . . . . . . . . . . . . . . . . . . 5.4 Supplemeating . . . . . . . . . . . . . . . . . . . . 3.6 Notice of Intent to Appeal . . . . . . . . . 9.10, 10.4 Termination of ENGINEER's Employment 8.2 obligation to perform and complete Unit Price Work . . . . . . . . . . . . . . . . . . 11.9 the Work . . . . . . . . . . . . . . . . . . . . . 6.30 variations . . . . . . . . . . . . . . . . 3.6, 6.23, 6.27 Patent Fees and Royalties, paid for by . . . . . 6.12 Visits to Site, ENGINEER's . . . . . . . . . . . . 9.2 Performance and Other Bonds . . . . . . . . . . . 5.1 Contract Price-- Permits, obtained and paid for by 6.13 adjustmwt of 3.5, 4.1, 9.4, 10.3, 11.2-11.3 Progress Schedule 2.6, 2.8, 2.9, 6.6, , C'bange of . . . . . . . . . . . . . . . . . . . . . . . . 11 . . . . . . . . . . . . . . . 6.29, 10.4, 15.2.1 Decision on Disputes . . . . . . . . . . . . . . . 9.11 Request for formal decision on definition of . . . . . . . . . . . . . . . . . . . . . 1.11 disputes . . . . . . . . . . . . . . . . . . . . . 9.11 ~ Contract Times-- Re.sponsibilities-- adjustment of . . . . . . . . . 3.5, 4.1, 9.4, 10.3, 12 Changes in the Work . . . . . . . . . . . . . 10.1 ~ Change of . . . . . . . . . . . . . . . . . . . 12.1-12.4 Conceraing Subcontractors, Suppliers , Commencement of . . . . . . . . . . . . . . . . . . 2.3 aad Others . . . . . . . . . . . . . . . 6.8-6.1l definitioa of . . . . . . . . . . . . . . . . . . . . . 1.12 Continuing the Work . . . . . . . . . 6.29, 10.4 CONTRAC"TOR-- CONTRACTOR's expense . . . . . . . . . . 6.7.1 Acceptance of Insuraace . . . . . . . . . . . . . 5.14 CONTRACTOR's General Warranty ~ Communications . . . . . . . . . . . . . . . 6.2. 6.9.2 and Guarantee . . . . . . . . . . . . . . . 6.30 j Continue Worlc . . . . . . . . . . . . . . . . 6.29, 10.4 CONTRACTOR's review prior to Shop i coordination and scheduling . . . . . . . . . . . 6.9.2 i Drawing or Sample s-km-tt-l ~I definition of . . . . . . . . . . . . . . . . . . . . . 1.13 j submLision . . . . . . . . . . . . . . . . 6.25 Limited Relisoce on Technical Coordination of Work . . . . . . . . . . . . . 6.9.2 ; Data Aut6orized . . . . . . . . . . . . . . . . 4.2.2 Emergeacies . . . . . . . . . . . . . . . . . . . 6.23 May Stop Work or Terminate 15.5 ENGINEER's evaluation, Substitutes ~ pcovi e site access to others . . . . . . . . 7.2, 13.2 or "Or-Equal" Items . . . . . . . . . . . 6.7.3 SafetY and Protection 4.3.1.2, 6.16, 6.18, ~ For Acts and Omissions of . . . . . . . . . . . . . . 6.21-6. 23, 7.2, 13.2 Others . . . . . . . . . . . . 6.9.1-6.9.2, 9.13 Sbop Drawing and Sample Review for deductible amounts, insurance 5.9 ~ Prior to Srbeius1 Submission . . . . . . . 6.25 general . . . . . . . . . . . . . . . 6, 7.2,. 7.3, 8.9 EICDC GENIItAL CONDrTIONS 1910-8 (1990 EDiT10N) vi w/CH2M HILL MODffICATIONS (REV 6/92) Article or Paragraph Article or Paragmph Number Number Hazardous Communication Programs 6.22 Substitutes and "Or-Equai" Items, Indemnificxtion . . . . . . . . . . . . . . 6.31-6.33 Expease . . . . . . . . . . . . . . . . 6.7.1, 6.7.2 i Inspection of ihe Work 7.3, 13.2, 13.3 Subcontractors, Suppliers and Others 6.8-6.11 Labot, Materials and Equipment 6.3-6.5 Supervision and Superintendence 6.1, 6.2, 6.21 . Laws and Regulations . . . . . . . . . . . . . 6.14 Taxes, Payment by . . . . . . . . . . . . . . . . . 6.15 Liability Insurance . . . . . . . . . . . . . . . . 5.4 Use of Premises . . . . . . . . . . . . . . . . 6.16-6.18 Notice of vanation from Contract Warmnties and guarantees 6.5,6.30 Documents . . . . . . . . . . . . . . . . . 6.27 Waminty of Title . . . . . . . . . . . . . . . . . . 14.3 Pate,nt Fees and Royalties . . . . . . . . . . 6.12 Writteo Notice Required-- Permits . . . . . . . . . . . . . . . . . . . . . 6.13 CONTRACTOR stop Woric or terminate . 15.5 Progress Schedule . . . . . . . . . . . . . . . . 6.6 Reports of Differing Subsurface Record Documents . . . . . . . . . . . . . . 6.19 and Pbysical Conditions . . . . . . . . . 4.2.3 related Work performed prior to Substantial Completion . . . . . . . . . . . . 14.8 ENGINEER's approval of requirad CONTRACTORS--other . . . . . . . . . . . . . . . . . . 7 i Submittals . . . . . . . . . . . . . . . . . 6.28 Contractusl Liability Insuraace . . . . . . . . . . . 5.4.10 safe structuml loading . . . . . . . . . . . . 6.18 Contractual Time Limits . . . . . . . . . . . . . . . . 12.2 Safety and Protectioa 6.20, 7.2, 13.2 Coordination-- Safety Representative . . . . . . . . . . . . . 6.21 CONTRAC"TOR's responsibility . . . . . . . . . 6.9.2 Scheduling the Work . . . . . . . . . . . . . 6.9.2 Copies of Documents . . . . . . . . . . . . . . . . . . . 2.2 Shop Drawings and Samples . . . . . . . . 6.24 Correction Period . . . . . . . . . . . . . . . . . . . 13.12 Shop Drawings and Samples Review Correction, Removal or Acceptance by ENGINEER . . . . . . . . . . . . . . 6.26 of Defectivoe Work-- ~ Shop Drawing and Sample Submission in general . . . . . . . . . . . . 10.4.1, 13.10-13.14 ~ Proeedures . . . . . . . . . . . . . . . . 6.25 Acceptaace of Defective Work . . . . . . . . . 13.13 Site Cleanliness . . . . . . . . . . . . . . . . 6.17 Correction or Removal of Dejective Site sefety procedures and Work . . . . . . . . . . . . . . . . . . . 6.30, 13.11 Progrants . . . . . . . . . . . . . . . . 6.20, 13.2 Correction Period . . . . . . . . . . . . . . . . . 13.12 . . . . n 6.25 OWNER May Correct Defective Work . . . . 13.14 Substitute Construction Methais OWNER May Stop Work . . . . . . . . . . . . 13.10 and Procedures . . . . . . . . . . . . . . 6.7.2 Cost-- Substitutes and 'Or-Equal" Items . . . . . . 6.7.1 of Tests and Inspections . . . . . . . . . . . . . . 13.4 Superintendence . . . . . . . . . . . . . . . . . 6.2 Records . . . . . . . . . . . . . . . . . . . . . . . . 11.7 Supervision . . . . . . . . . . . . . . . . . . . . 6.1 Cost of the Work-- Survival of Obligations . . . . . . . . . . . . 6.34 Bonds and insurance, additional . . . . . . . 11.4.5.9 Taxes . . . . . . . . . . . . . . . . . . . . . . 6.15 Cash Discounts . . . . . . . . . . . . . . . . . . 11.4.2 Tests and Inspections . . . . . . . . . . . . . 13.5 CONTRACTOR's Fee . . . . . . . . . . . . . . . 11.6 To Report . . . . . . . . . . . . . . . . . . . . . 2.5 Employee Expen.ses . . . . . . . . . . . . . . . 11.4.5.1 Use of Premises . . . . . . . 6.16-6.18, 6.30.2.4 Exclusioas to . . . . . . . . . . . . . . . . . . . . . 11.5 Review Prior to Shop Drawing or Geoeral . . . . . . . . . . . . . . . . . . . . . l 1.4-11.5 Sample Submittal . . . . . . . . . . . . . . . 6.25 Home office and over6ead expenses . . . . . . . 11.5 Right to adjustment for changes Losses and damages . . . . . . . . . . . . . . 11.4.5.6 in the Work . . . . . . . . . . . . . . . . . . . 10.2 Materials and equipment . . . . . . . . . . . . . 11.4.2 right to claim . . . . . 4, 7.1, 9.4, 9.5, 9.11, 10.2. Minor expenses . . . . . . . . . . . . . . . . . 11.4.5.8 . . . . . . . . . . . . . 11.2, 11.9, 12.1, 13.9, Payroll costs on c6anges . . . . . . . . . . . . . 11.4.1 . . . . . . . . . . . . . 14. 8, 15.1, 15.5, 17.3 performed by Subcontractors . . . . . . . . . . 11.4.3 Safety and Prntection . . . . . 6.20-6.22, 7.2, 13.2 Recotds . . . . . . . . . . . . . . . . . . . . . . . . 11.7 Safety Represeatative . . . . . . . . . . . . . . . 6.21 Rentals of construction oquipment ~ Shop Drawings and Samples Submittas and machinery . . . . . . . . . . . . . . . 11.4.5.3 Submissions . . . . . . . . . . . . . . . 6.24-6.28 Royalty paymeats, permits and license ~ Sice safety procedures and programs .6.20, 13.2 fees . . . . . . . . . . . . . . . . . . . . . . 11.4.5.5 Special Coasultants . . . . . . . . . . . . . . . 11.4.4 Site office and temporary facilities . . . . . . 11.4.5.2 Substitute Construction Methods Special Coasultants, CONTRAC'TOR's 11.4.4 and Procedures . . . . . . . . . . . . . . . . . . 6.7 Supplemeatal . . . . . . . . . . . . . . . . . . . . 11.4.5 Taxes related to the Work . . . . . . . . . . . 11.4.5.4 E1CDC GENIItAL CONDR70NS 1910-8 (1990 EDr1'ION) wlCH2M HILL MODIFICATIONS (REV 6192) vii Article or Paragraph Article or Paragraph Number Number Tests und Inspection . . . . . . . . . . . . . . . . 13.4 Limitations on authority and Trade Discounts . . . . . . . . . . . . . . . . . 11.4.2 responsibilities . . . . . . . . . . . . . . . . . 9.13 Utilities, fuel and sanitary facilities . . . . 11.4.5.7 Replacement of . . . . . . . . . . . . . . . . . . . . . 8.2 Wock after regular 6ours . . . . . . . . . . . . 11.4.1 Resident Project Represeotative . . . . . . . . . . 9.3 Covtring Woric . . . . . . . . . . . . . . . . . . 13.6-13.7 ENGINEER's Consultant-- Cumulative Remedies . . . . . . . . . . . . . . . 17.4-17.5 definition of . . . . . . . . . . . . . . . . . . . . . 1.18 Cuaing, fitting and pacching . . . . . . . . . . . . . . . 7.2 ENGINEER's-- authority and reaponsibility, limitations on 9.13 Data, to be furnished by OWNER . . . . . . . . . . . 8.3 Aut6orized Variations in the Work . . . . . . . . 9.5 Day--definition of . . . . . . . . . . . . . . . . . . . 17.2.2 Change Qrders, responsibility for . 9.7, 10, 11, 12 Decisions on Disputes . . . . . . . . . . . . _ . 9.11, 9.12 Clarificatioas and Interpretations . . . . . . 3.6.3, 9.4 dejectiv+e-definition of . . . . . . . . . . . . . . . . . 1.14 Decisions on Disputes . . . . . . . . . . . . 9.11-9.12 defectiNe Work-- defective Work, notice of . . . . . . . . . . . . . 13.1 Acceptance of . . . . . . . . . . . . . . 10.4.1, 13.13 Evaluation of Substitute Items . . . . . . . . . . 6.7.3 Correction or Removal of . . . . . . . 10.4.1, 13.11 Liability . . . . . . . . . . . . . . . . . . . . 6.32, 9.12 Correction Period . . . . . . . . . . . . . . . . . 13.12 Notice Work is Acceptable . . . . . . . . . . . 14.13 in general . . . . . . . . . . . . . . . 13, 14.7, 14.11 Observations . . . . . . . . . . . . . . . . . 6.30.2, 9.2 Observation by ENGINEER . . . . . . . . . . . . 9.2 OWNER's Represeetative . . . . . . . . . . . . . . 9.1 OWNER May Stop Work . . . . . . . . . . . . 13.10 Payments to the CONTRACTOR, Prompt Notice of Defects . . . . . , . , . . . . 13.1 Responsibility for . . . . . . . . . . . . . 9.9, 14 Rejecting . . . . . . . . . . . . . . . . . . . . . . . 9.6 Recommend.ation of Payment . . . . . . . 14.4, 14.13 Uncovering t6e Work . . . . . . . . . . . . . . . 13.8 Responsibilities-- Definitions . . . . . . . . . . . . . . . . . . . . . . . . . . 1 Limitations on . . . . . . . . . . . . . . 9.11-9.13 ' Delays . . . . . . . . . . . . . . 4.1, 6.29, 12.3-12.4 Review of Reports on Differing Subsurface Delivery of Boads . . . . . . . . . . . . . . . . . . . . . 2.1 and Physical Conditions . . . . . . . . . . . . 4.2.4 Delivery of certificates of insurance 2.7 S6op Drawings and Samples, review %terminations for Unit Prices . . . . . . . . . . . . 9.10 responsibility . . . . . . . . . . . . . . . . . . 6.26 iffering Subsurface or Physical Conditions-- Status During Construction-- Notice of . . . . . . . . . . . . . . . . . . . . . . 4.2.3 authorized variatioas in the Work . . . . . . . 9.5 ENGINEER's Review . . . . . . . . . . . . . . 4.2.4 Clarifications and Interpretatioas . . . . . . . 9.4 Possible Contract Documents Chaage . . . . . 4.2.5 Decisioas on Disputes . . . . . . . . . . 9.11-9.12 Possible Price and Times Adjustcnents . . . . . 4.2.6 Determinations oo Unit Price . . . . . . . . 9.10 Discrepaucies-Reporting aad Resolving 2.5, 3.3.2, ENGINEER as Initial Interpreter 9.11-9.12 • • • • • • • • . . . . . . . . . . . . . . . 6.14.2 ENGINEER's Responsibilities . . . . . . 9.1-9.12 Dispute Resolution-- Limitatioas on ENGINEER's Authority ~ Agreement . . . . . . . . . . . . . . . . 16, 1-i 6.6 16 aad Responsibilities . . . . . . . . . . . . 9.13 j Arbitrsiion . . . . . . . . . . . . . . . . 16-1 16416 OWNER's Representative . . . . . . . . . . . 9.1 gcneral . . . . . . . . . . . . . . . . . . . . . . . . . . 16 Project Representative . . . . . . . . . . . . . . 9.3 Mediation . . . . . . . . . . . . . . . . . . . . 4" 16 Rejecting Defective Work . . . . . . . . . . . 9.6 Dispute Resolution Agreement 444-46,616 Shop Drawings, Change Orders ~ Disputes, Decisions by ENGINEER . . . . . . 9.11-9.12 and Payments . . . . . . . . . . . . . 9.7-9.9 Documents-- Vis;ts to Site . . . . . . . . . . . . . . . . . . . 9.2 Copies of . . . . . . . . . . . . . . . . . . . . . . . 2.2 Unit Price determinations . . . . . . . . . . . . . 9.10 ' Record . . . . . . . . . . . . . . . . . . . . . . . . 6.19 Visits to Site . . . . . . . . . . . . . . . . . . . . . . 9.2 Reuse of . . . . . . . . . . . . . . . . . . . . . . . . 3.7 Writtea conseot required . . . . . . . . . . . . 7.2, 9.1 Drawings--definition of . . . . . . . . . . . . . . . . . 1.15 Equipmeot, Labor, Materials and . . . . . . . . 6.3-6.5 Equipment reatal, Cost of the Work 11.4.5.3 Fasements . . . . . . . . . . . . . . . . . . . . . . . . . 4.1 Equivalent Materiats and Equipment . . . . . . . . . . 6.7 Effective date of Agreemeat- error or omissioas . . . . . . . . . . . . . . . . . . . . 6.33 definition of . . . . . . . . . . . . . . . . . . . . . 1.16 Evideace of Financial Arrangements . . . . . . . . . 8.11 Emergencies . . . . . . . . . . . . . . . . . . . . . . . 6.23 Explorations of physical conditions . . . . . . . . . 4.2.1 ENGINEER-- as initial interpceter on disputes . . . . . . 9.11-9.12 Fee, CONTRACTOR's-Costs Plus . . . . . . . . . 11.6 definition of . . . . . . . . . . . . . . . . . . . . . 1.17 FJCDC GENERAL CONDr[70NS 1910-8 (1990 EDrI70i~ ~w w/CH2M HII.I. MODIF1CATiONS (REV 6192) Article or Paragrap6 Article or Pacagraph Number Number Field Order-- . OWNER's Responsibility . . . . . . . . . . . . . . 8.5 definition of . . . . . . . . . . . . . . . . . . . . . 1.19 Partial Utilization, Property Insurance . . . . . 5.15 issued by ENGINEER . . . . . . . . . . . 3.6.1, 9.5 Property . . . . . . . . . . . . . . . . . . . . . . 5.6-5.10 Final Application for PAyment . . . . . . . . . . . . 14.12 Receipt and Application of Insurance Final Inspectioo . . . . . . . . . . . . . . . . . . . . . 14.11 Procecds . . . . . . . . . . . . . . . . . . 5.12-5.13 Final Payment-- Special Insurance . . . . . . . . . . . . . . . . . . 5.10 and Acceptaoce . . . . . . . . . . . . . . . 14.13-14.14 Waiver of Rights . . . . . . . . . . . . . . . . . . 5.11 Prior to, for cash allowances . . . . . . . . . . 11.8 Inteat of Contract Documents . . . . . . . . . . . 3.1-3.4 = Furnish--definition of . . . . . . . . . . . . . . . . . 3.4.1 Interpretations and Clarifications . . . . . . . . 3.6.3, 9.4 Investigations of physical conditions . . . . . . . . . . 4.2 General Provisions . . . . . . . . . . . . . . . . 17.3-17.4 General Requirements- Labor, Materials and Equipment . . . . . . . . . 6.3-6.5 definition of . . . . . . . . . . . . . . . . . . . . . 1.20 I.ands-- principal references to . . . 2.6, 6.4, 6.6-6.7, 6.24 and F.asemeats . . . . . . . . . . . . . . . . . . . . . 8.4 Giving Notice . . . . . . . . . . . . . . . . . . . . . . 17.1 Availability of . . . . . . . . . . . . . . . . . . 4.1, 8.4 Guaraatee of Work--by CONTRACTOR . . 6.30, 14.12 Reports and Tests . . . . . . . . . . . . . . . . . . . 8.4 Laws and Regulations-Laws or Regulations-- Hazard Commuaication Programs . . . . . . . . . . 6.22 Bonds . . . . . . . . . . . . . . . . . . . . . . 5.1-5.2 Hazardous Waste-- Changes in the Work . . . . . . . . . . . . . . . . 10.4 definition of . . . . . . . . . . . . . . . . . . . . . 1.21 CODtfBCt DOCU[IICAtS . . . . . . . . . . . . . . . . . 3.1 general . . . . . . . . . . . . . . . . . . . . . . . . . 4.5 CONTRACTOR's Responsibilities . . . . . . . 6.14 OWNER's respoasibility for . . . . . . . . . . . 8.10 Correction Period, defective Work . . . . . . . 13.12 Cost of the Work, taxes . . . . . . . . . . . . 11.4.5.4 Indemnification . . . . . . . . . . . 6.12, 6.16, 6.31-6.33 definition of . . . . . . . . . . . . . . . . . . . . . 1.22 Iaitially Acceptable Schodules . . . . . . . . . . . . . . 2.9 general . . . . . . . . . . . . . . . . . . . . . . . . 6.14 Inspection-- Indemnification 6.31-6.33 Certificates of . . . . . . . . . . 9.13.4, 13.5, 14.12 Insurance . . . . . . . . . . . . . . . . . . . . . . . . 5.3 , CONTRACTOR's . . . . . . . . . . . . . . . . 13.3 Precedence . . . . . . . . . . . . . . . . . . . 3.1, 3.3.3 Final . . . . . . . . . . . . . . . . . . . . . . . . 14.11 Refereoce to . . . . . . . . . . . . . . . . . . . . . 3.3.1 Special, required by ENGINEER . . . . . . . . . 9.6 Safety and Protection . . . . . . . . . . . . 6.20, 13.2 Tests and Approval . . . . . . . . . . $.7, 13.3-13.4 Subcontractors, Suppliers aad Others . . . . 6.8-6.11 ~ Lutall--definition of . . . . . . . . . . . . . . . . . . 3.4.1 Tests and Iaspectioas . . . . . . . . . . . . . . . . 13.5 Insurance-- Use of Premises . . . . . . . . . . . . . . . . . . . 6.16 Acceptance of, by OWNER . . . . . . . . . . . 5.14 Visits to Site . . . . . . . . . . . . . . . . . . . . . . 9.2 Additional, required by changes Liability Insurance-- in the Work . . . . . . . . . . . . . . . . . 11.4.5.9 CONTRAC"f OR's . . . . . . . . . . . . . . . . . . . 5.4 Before starting the Work . . . . . . . . . . . . . . 2.7 OWNER's . . . . . . . . . . . . . . . . . . . . . . . 5.5 Bonds and--in geoeral . . . . . . . . . . . . . . . . . S Licensed Sureties and Insurers . . . . . . . . . . . . . 5.3 Cancellation Provisions . . . . . . . . . . . . . . . 5.8 Liens-- Certificates of 2.7, 5, 5.3, 5.4.11, 5.4.13, Application for Progress Payment 14.2 . . . . . . . . 5.6.5, 5.8, 5.14, 9.13.4, 14.12 CONT'RACTOR's Warranty of Title . . . . . . 14.3 completed operations . . . . . . . . . . . . . . 5.4.13 Final Application for Payment . . . . . . . . . 14.12 CONTRACTOR's Liability . . . . . . . . . . . . 5.4 definition of . . . . . . . . . . . . . . . . . . . . . 1.23 CONTRACTOR's objection to coverage . . . 5.14 Waiver of Claims . . . . . . . . . . . . . . . . . 14.15 Contractual Liability . . . . . . . . . . . . . . 5.4.10 Limitations on ENGINEER's authority and deductible amounts, CONTRACTOR's re,sponsibilities . . . . . . . . . . . . . . . . . . . . 9.13 tespoasibility . . . . . . . . . . . . . . . . . . . 5.9 Limited Reliance by CONTRACI'OR Final Application for Paymeat . . . . . . . . . 14.12 Authorized . . . . . . . . . . . . . . . . . . . . . . 4.2.2 Lic,ensad Insurers . . . . . . . . . . . . . . . . . . 5.3 Notice roquirements, material c6anges 5.8, 10.5 Maintenance aad Operating Mwuals-- Option to Replace . . . . . . . . . . . . . . . . . 5.14 Final Application for Payment . . . . . . . . . 14.12 other special insurances . . . . . . . . . . . . . . 5.10 Manuals (of others)-- OWNER as fiduciary for insureds . . . . 5.12-5.13 Precedence . . . . . . . . . . . . . . . . . . . . 3.3.3.1 OWNER's Liability . . . . . . . . . . . . . . . . . 5.5 Reference to in Contract Documents . . . . . . 3.3.1 EICDC GENFRAL CONDTi'IONS 191Q8 (1990 EDri'IOf+) w/CH2M NILL MODIRCATIONS (REV 6/92) iX Article or Paragraph Article or Paragraph Number Number Materials and equipmeat- OWNER's-- furnished by CONTRACTOR . . . . . . . . . . . 6.3 Acceptance of the Work . . . . . . . . . . . . 6.30.2.5 not incorporated in Work . . . . . . . . . . . . 14.2 Change Otders, obligation to execute . . . 8.6, 10.4 Materials or equipmeat--equivAlent . . . . . . . . . . . 6.7 Communications . . . . . . . . . . . . . . . . . . . . 8.1 i Mediation-(ApEieael) . . . . . . . . . . . . . . . . 46416 Coordination of the Work . . . . . . . . . . . . . . 7.4 Milestones-definition of . . . . . . . . . . . . . . . . 1.24 Disputes, request for decision . . . . . . . . . . 9.11 Miscellaneous-- Inspections, tests and approvals 8.7, 13.4 ComputAtion of Times . . . . . . . . . . . . . . 17.2 Liability Insurance . . . . . . . . . . . . . . . . . . 5.5 Cumulative Remedies . . . . . . . . . . . . . . . 17.4 Notice of Defxts . . . . . . . . . . . . . . . . . . 13.1 Giving Notice . . . . . . . . . . . . . . . . . . . . 17.1 Representative--During Construction, Notice of Claim . . . . . . . . . . . . . . . . . . 17.3 ENGINEER's Status . . . . . . . . . . . . . . . 9.1 Professional Fees and Court Costs Included . 17.5 ~ Request for proposals . . . . . . . . . . . . . . 10.1.1 Multi-prime contracts . . . . . . . . . . . . . . . . . . . . 7 Respoasibilities- Asbestos, PCBs, Petroleum, HazardoUs Not Sbown or Indicated . . . . . . . . . . . . . . . . 4.3.2 Waste or Radioactive Material . . . . . 8.10 Notice of-- Change Orders . . . . . . . . . . . . . . . . . . 8.6 Acceptability of Project . . . . . . . . . . . . . . 14.13 Changes in the Work . . . . . . . . . . . . . 10.1 Award, defiaition of . . . . . . . . . . . . . . . . 1.25 communications . . . . . . . . . . . . . . . . . 8.1 Claim . . . . . . . . . . . . . . . . . . . . . . . . 17.3 CONTRACTOR's responsibilities . . . . . . 8.9 Defects . . . . . . . . . . . . . . . . . . . . . . . . 13.1 evideace of financial arrangements . . . . . 8.11 Differing Subsurface or Physical inspections, tests and approvals 8.7 Conditions . . . . . . . . . . . . . . . . . . . 4.2.3 insurance . . . . . . . . . . . . . . . . . . . . . . 8.5 Giving . . . . . . . . . . . . . . . . . . . . . . . . 17.1 lands and easements . . . . . . . . . . . . . . . 8.4 Tests and Inspections . . . . . . . . . . . . . . . 13.3 prompt payment by . . . . . . . . . . . . . . . 8.3 Variation, Shop Drawing and Sample . . . . . 6.27 replacement of ENGINEER . . . . . . . . . . 8.2 Notice to Proceed-- reports and tests . . . . . . . . . . . . . . . . . 8.4 definitioo of . . . . . . . . . . . . . . . . . . . . . 1.26 stop or suspend Work . . . . . . 8.8, 13.10, 15.1 giving of . . . . . . . . . . . . . . . . . . . . . . . . 2.3 terminate CONTRAC'TOR's Notification to Surety . . . . . . . . . . . . . . . . . . 10.5 services . . . . . . . . . . . . . . . . . $.8, 15.2 ~ separate representative at site . . . . . . . . . . . . 9.3 Observations, by ENGINEER . , . . . . . . . . 6.30, 9.2 indepeadent testing . . . . . . . . . . . . . . . . . 13.4 Occupancy of the Work 5.15, 6.30.2.4, 14.10 use or occupAncy of t6e ~ Omissioas or acts by CONTRAC?OR . . . . 6.9, 9.13 Work . . . . . . . . . . . . 5.15, 6.30.2.4, 14.10 Opea Peril policy form, Insurance 5.6.2 written consent or approval Option to Replace . . . . . . . . . . . . . . . . . . . . 5.14 required . . . . . . . . . . . . . . . 9.1, 6.3, 11.4 "Or Equal" Items . . . . . . . . . . . . . . . . . . . . . 6.7 written notice reyuired . . . . . . . . . 7.1, 9.4, 9.11, Other work . . . . . . . . . . . . . . . . . . . . . . . . . . 7 . . . . . . . . . . . . . 11.2, 11.9, 14.7, 15.4 Overtime Work--prohibition of . . . . . . . . . . . . . 6.3 OWNER-- PCBs- Acceptance of defective Work . . . . . . . . . . 13.13 definition of . . . . . . . . . . . . . . . . . . . . . 1.29 aPPoint an ENGINEER . . . . . . . . . . . . . . . 8.2 general . . . . . . . . . . . . . . . . . . . . . . . . . 4.5 as fiduciary . . . . . . . . . . . . . . . . . . 5.12-5.13 OWNER's responsibility for . . . . . . . . . . . 8.10 Availability of L,ands, responsibility 4.1 Partial Utiliistion-- definitioa of . . . . . . . . . . . . . . . . . . . . . 1.27 definition of . . . . . . . . . . . . . . . . . . . . . 1.28 data, furnish . . . . . . . . . . . . . . . . . . . . . 8.3 geaeral . . . . . . . . . . . . . . . . . 6.30.2.4, 14.10 May Correct Defectivr Work . . . . . . . . . . 13.14 Property Insurance . . . . . . . . . . . . . . . . . 5.15 May refuse to make payment . . . . . . . . . . 14.7 Patent Fees and Royalties . . . . . . . . . . . . . . . 6.12 May Stop the Work . . . . . . . . . . . . . . . . 13.10 Paymeat Bonds . . . . . . . . . . . . . . . . . . . . 5.1-5.2 May Suspend Work, Paymeets, Recommeodation of 14.4-14.7, 14.13 . Termiaate 8.9, 13.10, 15.1-15.4 Paymeats to CONTRAC'f OR and Completion-- Paycnent, malce prompt . . . . . . . 8.3, 14.4, 14.13 Application for Progress Paymeats . . . . . . . 14.2 performaace of ot6er work . . . . . . . . . . . . . 7.1 CONTRACTOR's Warranty of Title . . . . . . 14.3 permits ind liceoses, requirements . . . . . . . 6.13 Final Application for Payment . . . . . . . . . 14.12 purchased insurance requiremeats . . . . . 5.6-5.10 Final Inspection . . . . . . . . . . . . . . . . . . 14.11 FJCDC GENERAL CONDR'IONS 19104 (1990 EDTi'10N) x w/CH2M HILL MOD[FICATIONS (REV 6/92) Article or Pamgraph Article or Paragrap6 Number Number Final Payment and Acceptance 14.13-14.14 Proporty Insurance-- general . . . . . . . . . . . . . . . . . . . . . . . 8.3, 14 Additional . . . . . . . . . . . . . . . . . . . . . . . 5.7 Partial Utilizatioo . . . . . . . . . . . . . . . . . 14.10 general . . . . . . . . . . . . . . . . . . . . . . 5.6-5.10 Retainage . . . . . . . . . . . . . . . . . . . . . . 14.2 Partial Utilization . . . . . . . . . . . . 5.15, 14.10.2 Review of Applications for Progress receipt and application of proceeds 5.12-5.13 Payments . . . . . . . . . . . . . . . . . 14.4-14.7 i Proposals, UWNER's Request for . . . . . . . . 10.1.1 PromPt PaYment . . . . . . . . . . . . . . . . . . . 8.3 Protection, Safety and . . . . . . . . . . 6.20-6.21, 13.2 Schedule of Values . . . . . . . . . . . . . . . . 14.1 ~ Provide--derinidon of . . . . . . . . . . . . . . . . 3.4.3 Substantial Completion . . . . . . . . . . . 14.8-14.9 Punch list . . . . . . . . . . . . . . . . . . . . . . . 14.11 Waiver of Claims . . . . . . . . . . . . . . . . . 14.15 when paymeats due . . . . . . . . . . . . 14.4, 14.13 ~ Quality Control- withholding payment . . . . . . . . . . . . . . . 14.7 ~ CONTRACTOR's ResporLSibility . . . . . . . . 6.2 Performance Bonds . . . . . . . . . . . . . . . . . . 5.1-5.2 Permits . . . . . . . . . . . . . . . . . . . . . . . . 6.13 Radioactive Matenal-- Petroleum-- defintion of . . . . . . . . . . . . . . . . . . . . . . 1.32 i definition of . . . . . . . . . . . . . . . . . . . . . 1.30 geoeral . . . . . . . . . . . . . . . . . . . . . . . . . 4.5 general . . . . . . . . . . . . . . . . . . . . . . . . . 4.5 OWNER's responsibility for . . . . . . . . . . . 8.10 OWNER's responsibility for . . . . . . . . . . . 8.10 Recommendation of Payment . . . . . 14.4, 14.5, 14.13 Physical Conditions-- Record Documents . . . . . . . . . . . . . . . 6.19, 14.12 Drawings of, in or relating to . . . . . . . . . 4.2.1.2 Records, procedures for maintaining . . . . . . . . . 2.8 ENGINEER's review . . . . . . . . . . . . . . . 4.2.4 Reference Points . . . . . . . . . . . . . . . . . . . . . . 4.4 existing structures . . . . . . . . . . . . . . . . . 4.2.2 Reference to Standards and Specifications general . . . . . . . . . . . . . . . . . . . . . . . 4.2.1.2 of Techeical Societies . . . . . . . . . . . . . . . . 3.3 Notice of Differing Subsurface or........ 4.2.3 Regulations, Laws and (or) . . . . . . . . . . . . . . 6.14 Possible Cuntract Documents Chaage . . . . . 4.2.5 Rejecting Defective Work . . . . . . . . . . . . . . . . 9.6 Possible Price and Times Adjustments 4.2.6 Related Work-- Reports and Drawings . . . . . . . . . . . . . . 4.2.1 at Site . . . . . . . . . . . . . . . . . . . . . . 7.1-7.3 Subsurface and . . . . . . . . . . . . . . . . . . . . 4.2 Performed prior to Shop Drawings Subsurface Conditioas . . . . . . . . . . . . . 4.2.1.1 and Samples submittals review . . . . . . . 6.28 Technical Data, Limited Reliance by Remedies, cumulative . . . . . . . . . . . . . . 17.4, 17.5 CONTRACI'OR Aut6orized . . . . . . . . . 4.2.2 Removal or Correction of Defective Work . . . . 13.11 Underground Facilities-- rental agreements, OWNER approval gtneral . . . . . . . . . . . . . . . . . . . . . . . 4.3 required . . . . . . . . . . . . . . . . . . . . . . 11.4.5.3 Not Shown or Indicated 4.3.2 i Repetitive malfunction during correction Protection of . . . . . . . . . . . . . . . 4.3, 6.20 ~ period . . . . . . . . . . . . . . . . . . . . . . 13.12.3 Shown or Indicated . . . . . . . . . . . . . . 4.3.1 replacement of ENGINEER, by OWNER . . . . . . 8.2 i Precedence within and between Contract Reporting and Resolving . i Documents . . . . . . . . . . . . . . . . . . 3.1, 3.3.3 Discrepancies . . . . . . . . . . . . 2.5, 3.3.2, 6.14.2 Preconstruction Conference . . . . . . . . . . . . . . . 2.8 Reports-- Preliminary Matters . . . . . . . . . . . . . . . . . . . . . 2 and Drawings . . . . . . . . . . . . . . . . . . . . 4.2.1 Preliminary Schedules . . . . . . . . . . . . . . . . . . 2.6 and Tests, OWNER's responsibility . . . . . . . . 8.4 Premises, Use of . . . . . . . . . . . . . . . . 6.16-6.18 ~ Request for Proposal, OWNER's . . . . . . . . 10.1.1 Price, Change of Conttact . . . . . . . . . . . . . . . . . 11 Resident and Project Representative-- Price, Contract--definition of . . . . . . . . . . . . . 1.11 definition of . . . . . . . . . . . . . . . . . . . . . 1.33 i Professional Fees and Court Costs Included . . . 17.5 provision for . . . . . . . . . . . . . . . . . . . . . . 9.3 Progress Paymeat, Applications for . . . . . . . . . 14.2 Resident Superintendent, CONTRACTOR's . . . . . 6.2 Progress Payment--retainage . . . . . . . . . . . . . 14.2 Respoasibilities-- Progress scbedule, CONTRAC'TOR's . . . 2.6, 2.8, 2.9, CONTRAC'TOR's-in geaeral . . . . . . . . . . . . . 6 . . . . . . . . . . . . 6.6, 6.29, 10.4, 15.2.1 ENGINEER's-in general . . . . . . . . . . . . . . . . 9 Project--definition of . . . . . . . . . . . . . . . . . . 1.31 Limitations on . . . . . . . . . . . . . . . . . 9.13 Project Represeotative-- OWNER's-in general . . . . . . . . . . . . . . . . . . 8 ENGINEER's Status During Construction . . . 9.3 Retainage . . . . . . . . . . . . . . . . . . . . . . . . 14.2 Project Representative, Resident--definitioa of . . . 1.33 Reuse of Documeats . . . . . . . . . . . . . . . . . . . 3.7 prompt payment by OWNER . . . . . . . . . . . . . . 8.3 EJCDC GENFRAL CONDTTIONS 1910-8 (1990 EDR'lOK) w/CH2M Ha.l. MODffICAT10NS (REV 6192) xi Article or Paragraph Article or Paragraph Number Number Review by CONTRACI'OR: Shop Drawings Site, Visits to-- aod Samples Prior to Submittal . . . . . . . . . 6.25 by ENGINEER . . . . . . . . . . . . . . . . 9.2, 13.2 .eview of Applications for Progress by others . . . . . . . . . . . . . . . . . . . . . . . 13.2 Payments . . . . . . . . . . . . . . . . . . . 14.4-14.7 "special causes of loss" policy form, insurance . . 5.6.2 R.ight to an adjusimeat . . . . . . . . . . . . . . . . . 10.2 definition of . . . . . . . . . . . . . . . . . . . . . 1.36 Rights of Wsy . . . . . . . . . . . . . . . . . . . . . . . 4.1 Specificatioos-- Royalties, Patetit Fxs and . . . . . . . . . . . . . . . 6.12 of Technical Societies, refereace to . . . . . . . 3.3.1 precedence . . . . . . . . . . . . . . . . . . . . . .3.3.3 Safe Structural Losding . . . . . . . . . . . . . . . . 6.18 Standards and Specifications of Technical Safety-- Societies 3.3 ~ Access to Work . . . . . . . . . . . . . . . . . . 13.2 Starting Construction, Before . . . . . . . . . . . 2.5-2.8 aad Protoction . . . . . . . . . . . 4.3.2, 6.16, 6.18, Starting the Work . . . . . . . . . . . . . . . . . . . . . 2.4 . . . . . . . . . . . . . . 6.20-6.21. 7.2, 13.2 Stop or Suspend Work-- general . . . . . . . . . . . . . . . . . . . . . 6.20-6.23 by CONTRAC'I'OR . . . . . . . . . . . . . . . . . 15.5 i Procedures and pl'o8rams . . . . . . . . 6.20, 13.2 by OWNER . . . . . . . . . . . . . . 8.8, 13.10, 15.1 Representative, CONTRACTOR's . . . . . . . 6.21 Storage of materials aad equipment . . . . . . . 4.1, 7.2 Samples- Structural Loadiag, Safety . . . . . . . . . . . . . . . 6.18 definitioa of . . . . . . . . . . . . . . . . . . . . . 1.34 Subcontractor-- geaeral 6.24-6.28 Concerning, ...................6.8-6.11 Review by CONTRACTOR . . . . . . . . . . . 6.25 definition of . . . . . . . . . . . . . . . . . . . . . 1.37 Review by ENGINEER . . . . . . . . . . . 6.26, 6.27 delays . . . . . . . . . . . . . . . . . . . . . . . . 12.3 relatsd Work . . . . . . . . . . . . . . . . . . . . 6.28 waiver of rights . . . . . . . . . . . . . . . . . . . 6.11 submittal of . . . . . . . . . . . . . . . . . . . . 6.24.2 Subcontractors--in general . . . . . . . . . . . . . 6.8-6.11 submittal procedures . . . . . . . . . . . . . . . 6.25 Subcontracts--requited provisions . 5.11, 6.11, 11.4.3 Schedule of progress . . . . . . . . . . 2.6, 2.8-2.9, 6.6, Submittals-- . . . . . . . . . . . . . . 6.29, 10.4, 15.2.1 Applications for Payment . . . . . . . . . . . . . 14.2 ' ~chedule of Maintenance aad Operation Manuals 14.12 Submittals submissions . . . 2.6, 2.8-2.9, 6.24-6.28 613 i Schedule of Values . . . . . . . . . . . 2.6, 2.8-2.9, 14.1 Progress Sc6edules . . . . . . . . . . . . . . . 2.6, 2.9 Schedules-- Samples . . . . . . . . . . . . . . . . . . . . . 6.24-6.28 Adherence to . . . . . . . . . . . . . . . . . . . 15.2.1 Schedule of Values . . . . . . . . . . . . . . 2.6, 14.1 ~ Adjusting . . . . . . . . . . . . . . . . . . . . . . . 6.6 ~ Scbedule of Change of Coatract Times . . . . . . . . . . . . 10.4 ~ SubmittaLs Submissions . . . . . . 2.6, 2.8-2.9 Initially Acceptable . . . . . . . . . . . . . . 2.8, 2.9 Shop Drswings . . . . . . . . . . . . . . . . 6.24-6.28 I Preliminary . . . . . . . . . . . . . . . . . . . . . . 2.6 i Shop Drawing and Sample Scope of Changes . . . . . . . . . . . . . . 10.3-10.4 ~ Submission Procedures 6.25 . ~ Scheduling the Work . . . . . . . . . . . . . . . . . 6.9.2 Substaatial Completion-- Shop Drawings-- certification of . . . . . . . . . . . 6.30.2.3, 14.8-14.9 and Samples, general . . . . . . . . . . . . 6.24-6.28 definition of . . . . . . . . . . . . . . . . . . . . . 1.38 Change Orders & Applications for Substitute Constntction Methods or Paymeots, and . . . . . . . . . . . . . . . . 9.7-9.9 Procedures . . . . . . . . . . . . . . . . . . . . . . 6.7.2 definition of . . . . . . . . . . . . . . . . . . . . . 1.35 Substitutes and 'Or Equal" Items . . . . . . . . . . . . 6.7 ENGINEER's approval of . . . . . . . . . . . . 3.6.2 CONTR.AC'TOR's Expense . . . . . . . . . . 6.7.1.3 ENGINEER's responsibility ENGINEER's Evaluatioo . . . . . . . . . . . . . 6.7.3 for review . . . . . . . . . . . . . . 9.7, 6.24-6.28 "Or-Equal" . . . . . . . . . . . . . . . . . . . . 6.7.1.1 related Work . . . . . . . . . . . . . . . . . . . . 6.28 Substitute Coasttuction Methods or review procedures . . . . . . . . . . . 2.8, 6.24-6.28 Procedures . . . . . . . . . . . . . . . . . . . . 6.7.2 submittal required . . . . . . . . . . . . . . . . 6.24.1 Substitute ltems . . . . . . . . . . . . . . . . . 6.7.1.2 ~ Subeitta~ Submission Procedures 6.25 Subsurface and Physical Conditions-- use to approve substitutions . . . . . . . . . . . 6.7.3 Drawings of, in or relating to . . . . . . . . 4.2.1.2 Shown ot Indicated . . . . . . . . . . . . . . . . . . . 4.3.1 ENGINEER's Review . . . . . . . . . . . . . . . 4.2.4 Site Acctss . . . . . . . . . . . . . . . . . . . . . 7.2, 13.2 general . . . . . . . . . . . . . . . . . . . . . . . . . 4.2 ►ite Cleaaliness . . . . . . . . . . . . . . . . . . . . . 6.17 Limited Reliance by CONTRACTOR Authorized . . . . . . . . . . . . . . . . . . : . 4.2.2 ~ EJCDC GENERAL CONDR'IONS 1910-8 (1990 EDTi'10N) I xii w/CH2M Ha.L MODIFICATiONS (REV 6/92) Article or Paragraph Article or ParAgraph Number Numbet Notice of Differing Subsurface or Tests and Inspections-- Physical Conditioas . . . . . . . . . . . . . . 4.2.3 Access to the Work, by others . . . . . . . . . . 13.2 Physical Coaditions . . . . . . . . . . . . . . . 4.2.1.2 CONTR.AC'TOR's responsibilities . . . . . . . . 13.5 Possible Contrsct Documents Change . . . . . 4.2.5 cost of . . . . . . . . . . . . . . . . . . . . . . . . . 13.4 Possible Price and Times Adjustments . . . . . 4.2.6 covering Work prior to............ 13.6-13.7 ' Reports and Drawings . . . . . . . . . . . . . . 4.2.1 L.aws and Regulations (or) . . . . . . . . . . . . 13.5 Subsurface and . . . . . . . . . . . . . . . . . . . 4.2 Notice of Defects . . . . . . . . . . . . . . . . . . 13.1 Subsurface Conditions at the Site . . . . . . . 4.2.1.1 OWNER May Stop Woric . . . . . . . . . . . . 13.10 Technical Data . . . . . . . . . . . . . . . . . . . 4.2.2 OWNER's independent testing . . . . . . . . . . 13.4 Supervision- special, required by ENGINEER . . . . . . . . . . 9.6 CONTRACfOR's responsibility . . . . . . . . . 6.1 timely notice required . . . . . . . . . . . . . . . 13.4 OWNER shall aot supervise . . . . . . . . . . . . 8.9 Uncovering the Woric, at ENGINEER's ENGINEER shall not supervise . . . . . 9.2, 9.13.2 request . . . . . . . . . . . . . . . . . . . 13.8-13.9 Superinteadence . . . . . . . . . . . . . . . . . . . . . . 6.2 Times-- Superinteodeot, CONTRAC'fOR's resident . . . . . 6.2 Adjusting . . . . . . . . . . . . . . . . . . . . . . . . 6.6 Supplemental costs . . . . . . . . . . . . . . . . . . 11.4.5 Change of Contract . . . . . . . . . . . . . . . . . . 12 Supplementary Cooditions-- Computation of . . . . . . . . . . . . . . . . . . . 17.2 definitioa of . . . . . . . . . . . . . . . . . . . . . 1.39 Coatract Times--definition of . . . . . . . . . . . 1.12 principal references to . . 1.10, 1.18, 2.2, 2.7, 4.2 11 day • definition . . . . . . . . . . . . . . . . . . 17.2.2 . . . . . . . . . . 4.3, 5.1, 5.3, 5.4, 5.6-5.9, Milestoaes . . . . . . . . . . . . . . . . . . . . . . . 12 5.11, 6.8, 6.13, 7.4, 8.11, 9.3, 9.10 Requirements-- Supplementing Contract Documents . . . . . . . . . . 3.6 appeals . . . . . . . . . . . . . . . . . . . . 9.10, 16 Supplier-- clarifications, claims and definitioa of . . . . . . . . . . . . . . . . . . . . . 1.40 disputes . . . . . . : . . . . . . 9.11, 11.2, 12 principal references to 3.7, 6.5, 6.8-6.11, 6.20, Commencement of Contract Times 2.3 . . . . . . . . . . . . . . . . 6.24, 9.13, 14.12 Preconstruction Conference . . . . . . . . . . 2.8 Waiver of Rights . . . . . . . . . . . . . . . . . . 6.11 schedules . . . . . . . . . . . . . . . . 2.6, 2.9, 6.6 Surety-- Starting the Work . . . . . . . . . . . . . . . . 2.4 consent to final payment . . . . . . . . 14.12, 14.14 Title, Wananty of . . . . . . . . . . . . . . . . . . . . 14.3 ENGINEER 6as no duty to . . . . . . . . . . . 9.13 Notification of . . . . . . . . . . . . 10.1, 10.5, 15.2 Uncovering Work . . . . . . . . . . . . . . . . . 13.8•13.9 qualification of . . . . . . . . . . . . . . . . . . 5.1-5.3 Underground Facilities, Physical Conditions-- Survival of Obligations . . . . . . . . . . . . . . . . . 6.34 definition of . . . . . . . . . . . . . . . . . . . . . 1.41 Suspend Woric, OWNER May . . . . . . . . 13.10, 15.1 Not Shown or Indicated . . . . . . . . . . . . . . 4.3.2 Suspension of Work and Termination........... 15 protection of . . . . . . . . . . . . . . . . . . 4.3, 6.20 CONTRAC'TOR May Stop Work or Shown or Indicated . . . . . . . . . . . . . . . . . 4.3.1 Terminate . . . . . . . . . . . . . . . . . . . . 15.5 Unit Price Work-- OWNER May Suspead Woric . . . . . . . . . . 15.1 claims . . . . . . . . . . . . . . . . . . . . . . . 11.9.3 OWNER May Teraninate . . . . . . . . . . 15.2-15.4 definition of . . . . . . . . . . . . . . . . . . . . . 1.42 geaeral . . . . . . . . . . . . . . . . . 11. 9, 14.1, 14.5 Taxes--Payment by CONI'RAC'TOR . . . . . . . . 6.15 Unit Prices-- Technical Data-- general . . . . . . . . . . . . . . . . . . . . . . . 11.3.1 Limited Reliance by C4NTRAC'fOR . . . . . 4.2.2 Determination for . . . . . . . . . . . . . . . . . . 9.10 Possibie Price and Times Adjustments . . . . . 4.2.6 Use of Premises . . . . . . . . . . . 6.16, 6.18, 6.30.2.4 Reports of Differing Subsutface and Utility owners 6.13, 6.20, 7.1-7.3, 13.2 Physical Conditioas . . . . . . . . . . . . . . 4.2.3 UtiliZation, Partial . . . . . . 1.28, 5.15, 6.30.2.4, 14.10 Temporary construction facilities . . . . . . . . . . . . 4.1 Termination-- Value of the Work . . . . . . . . . . . . . . . . . . . 11.3 by CONTRACTOR . . . . . . . . . . . . . . . . 15.5 Values, Schedule of . . . . . . . . . . . 2.6, 2.8-2.9, 14.1 by OWNER . . . . . . . . . . . . . . . 8.8, 15.1-15.4 Variations in Work-- of ENGINEER's employment . . . . . . . . . . . 8.2 Authorized . . . . . . . . . . . . . . . 6.25, 6.27, 9.5 Suspeasion of Work-in general . . . . . . . . . . . 15 Visits to Site--by ENGINEER . . . . . . . . . . . . . . 9.2 Terms and Adjectives . . . . . . . . . . . . . . . . . . . 3.4 FJCDC GENFRAL COKDfI'10NS 19104 (1990 EDTI'I0N) w/CH2M HII.L MODIFICATIONS (REV 6192) ziii Article or Paragrap6 Article or Paragraph Number Number Waivcr of Claims-on Final Payment . . . . . . . . 14.15 Related, Work at Site . . . . . . . . . . . . . 7.1-7.3 'aiver of Rig6ts by insured parties . . . . . . 5.11, 6.11 Starting the . . . . . . . . . . . . . . . . . . . . . . . 2.4 Iananty and GuArantee, General--by Stopping by CONTRAC'TOR . . . . . . . . . . . 15.5 CONTRACTOR . . . . . . . . . . . . . . . . . . 6.30 Stopping by OWNER . . . . . . . . . . . . 15.1-15.4 Waminty of Title, CONTRAC'fOR's 14.3 Variation and deviation authorized, minor 3.6 Access to . . . . . . . . . . . . . . . . . . . . . . 13.2 Worlc Change Directive-- Work-- claims pursuant to . . . . . . . . . . . . . . . . . . 10.2 by othets . . . . . . . . . . . . . . . . . . . . . . . . . 7 definition of . . . . . . . . . . . . . . . . . . . . . 1.44 C6aages in the . . . . . . . . . . . . . . . . . . . . . 10 principal references to . . . . . . . . 3.5.3, 10.1-10.2 Continuing the . . . . . . . . . . . . . . . . . . . . 6.29 Written Amendment-- CONTRAC'TOR May Stop Work definition of . . . . . . . . . . . . . . . . . . . . . 1.45 or Terminate . . . . . . . . . . . . . . . . . . 15.5 principal references to . . . 1.10, 3.5, 5.10, 15.12, Coordination . . . . . . . . . . . . . . . . . . . . . 7.4 . . . . . . . . . . . 6.6.2, 6.8.2, 6.19, 10.1, Cost of the . . . . . . . . . . . . . . . . . . . 11.4-11.5 . . . . . . 10.4, 11.2, 12.1, 13.12.2, 14. 7.2 defiaition of . . . . . . . . . . . . . . . . . . . . . 1.43 Written Clarifications and neglected by CONTRAC'TOR . . . . . . . . . . 13.14 Interpretat;ons . . . . . . . . . . . . . 3.6.3, 9.4, 9.11 other Work . . . . . . . . . . . . . . . . . . . . . . . 7 Written Notice Required-- OWNER May Stop Work 13.10 by CONTRACTOR 7.1, 9.10-9.11, 10.4, 11.2, 12.1 OWNER May Suspend Work 13.10, 15.1 by OWNER 9.10-9.11, 10.4, 11.2, 13.14 ~ EJCDC GENQtAL CONDii'iONS 1910-8 (1990 EDTTIOA) xiv wlCH2M Ha.L MODI"1CATIONS (REV 6/92) GENERAL CONDITIONS Contract Times, issued on or after the Effective Date of t6e Agreement. ARTICLE 1--DEFINITIONS 1.10. Controct Documents--The Agreement, Addeuda (w6ich pertain to t6e Contract Documeats), CONTRACTOR's Bid (including documentation accompanying the Bid and any post Bid documentation Wherever usod ia t6ese General Conditions or in t6e other submitted prior to t6e Notice of Award) whea attached as Contract Documents the following terms have the sn exhibit to the Agreement, the Notice to Proceed, the meaaings indicated which are applicable to both the Bonds, t6ese Geaeral Conditioas, t6e Supplementary singular and plural thereof: Conditions, the Specifications and the Drawings as the same are more specifically identifiod in the Agreemeat, 1.1. Adde►rda-Written or graphic instruments issued together with all Written Amendments, Change Orders, prior to t6e opening of Bids which clarify, comect or work C6ange Directives, Field Orders and ENGINEER's change the Bidding Requirements or the Coatract written interpretations and clarifications issued pursuant to Documents. paragraphs 3.5, 3.6.1 wd 3.6.3 on or after the Effective Date of the Agreement. Shop Drawing submittals 1.2. Agreement--The written contract betweea OWNER i aPProved pursuant to paragraphs 6.26 and 6.27 and and CONTRACTOR covering the Work to be performed; i Submittals as d~ned in 1.37.b and the reports and other Contract Documents are attached to the Agreement drawings referred to in paragraphs 4.2.1 and 4.2.2 are not and tnade a part t6ereof as provided therein. Contract Documents. 1.3. Application for Payment--The form accepted by 1.11. Contract Price--1'he moneys payable by OWNER ENGINEER which is to be used by CONTRACTOR in to CONTRACTOR for completion of the Work in requesting progress or final payments and which is to be accordance with the Contract Documents as stated in the accompanied by such supporting documentation as is Agreement (subject to the provisions of paragraph 11.9.1 required by the Contract Documents. in t6e case of Unit Price Work). 1.4. Asbestos--Any material that contains more than 1.12. Contract Trrnes--The numbers of days or the dates one percent asbestos and is friable or is reieasing asbestos stated in the Agreement: (i) to achieve Substaatial fibers into the air above curreat action levels established Completion, and (ii) to complete the Work so that it is by the United States Occupational Safety and Health ready for final payment as evidenced by ENGINEER's Administratioa. written recommendation of final payment in accordance with paragraph 14.13. 1.5. Bid--The offer or proposal of the bidder submitted on the prescribed form setting forth the prices for the 1.13. CO1V7RACTOR--The person, firm or corporation Work to be performed. with whom OWNER has entered into the Agreement. 1.6. Bidding Documents-The advertisement or 1.14. deJ'ective--An adjective which when modifying the invitation to Bid, instructions to bidders, the Bid form, Word Work rcfcrs to Work that is uusatisfsctory, faulty or and the proposed Contract Docurneats (including all deficient in t6at it does not conform to the Cootract Addenda issued prior to roceipt of Bids). Documents, or does not meet the requiremeats of any inspection, reference standard, test or approval referred to 1.7. Bidding Requirements-T6e advertisement or m the Contract Documents, or has been damaged prior to invitation to Bid, instructions to bidders, and the Bid ENGINEER's recommendation of final payment (unless form. responsibility for the protoction thereof has been assumed by OWNER at Substantial Completion in accordance with 1.8. Bonds•-Performance aad Payment bonds and other Paragrap6 14.8 or 14.10). instrumeats of security. 1.15. Drawings--The drawings which show the scope, 1.9. Change Order--A document recommeaded by extent and character of the Work to be furnis6ed and ENGINEER, which is signed by CONTRACTOR and Performed by CONTR.ACTOR and which have boen OWNER and authorizes an additioa, deletioa or revision PreP8red or approved by ENGINEER and are referred to in the Work, or an adjustment in the Contract Price or t6e in the Contract Documents. Shop drawings are not Drawings as so definad. FJCDC GENERAL CONDTfIONS 1910-8 (1990 Edition) w/CH2M Ha.I. MODIFICATIONS (R.EV 6192) 1 1.16. Effective Date of the Agreement--The date CONTRACTOR 6as entered into the Agreement and for indicated in the Agreemeot oo which it becomes cffective, whom the Work is to be provided. but if no such date is indicated it means the date oa whicb the Agreement is signed aod deliveted by the last of the 1.28. Partio! Utilization--Use by OWNER of a ,o parties to sign and deliver. substantially completed put of the Work for the purpose for which it is intended (or a related purpose) prior to 1.17. ENGINEER--T'he person, firm or corporation Substantial Completion of all the Work. named as such in the Agreemeat. 1.29. PCBs--Polychlorinated biphenyls. 1.18. ENGINEER's Con.cultant--A person, firm or corporation having a contract with ENGINEER to furaish 1.30. Petroleum--Petrol eum, including crude oil ot any services as ENGINEER's indepeadent professional fraction thereof which is liquid at staadard conditions of associate or coosultant wit6 respect to the Project and who temperature aad pressure (60 degrees Fahreaheit and is identified as such in the Supplementary Conditioas. 14.7 pounds per square inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refu.se, gasoline, 1.19. Field Order--A written order issued by kerosene aad oil mixed with other non-Hazardous Wastes ENGINEER which orders minor changes in the Woric in and crude oils. accordance with paragraph 9.5 but which does not involve a c6ange in the Contract Price or the Contract Times. 1.31. Project--The total coastruction of which the Work to be provided under the Contract Documents may be the ~1.20. General Requirements--Sections of Division I of whole, or a part as indicated elsewhere in the Contract the Specifications. Documents. 1.21. Hazardous Wcrste--The term Hazardous Waste 1.32. Radioactive Material--Source, special nuclear, or , shall have the meaaing provided in Section 1004 of the byproduct material as defined by the Atomic Energy Act ~ Solid Waste Disposal Act (42 USC Section 6903) as of 1954 (42 USC Section 2011 et seq.) as amended from I ameoded from time to time. time to time. 1.22. Laws ond Regulations; Laws or Regulations--Any 1.33. Resident Project Representative--The aut6orized ,nd all applicable laws, rule.s, regulations, ordinances, represeotative of ENGINEER who may be assigned to the odes and orders of any and a11 governmental bodies, site or any part thereof. agencies, authorities and courts having jurisdiction. 1.34. Samples--Physical examples of materials, 1.23. Liens-Liens, charges, security interests or equipment, or workmanship that are representative of encumbrances upon real propetty or personal property. some portion of the Work and which establish the standards by which such portion of the Work will be 1.24. Milestone--A principal event specified in the judged. Contract Documents relating to an intermediate completion date or time prior to Substaatial Completion 1.35. Shop Drcrwings--All drawings, diagrams, of all the Work. ~ illustrations, schedules, speciPed design related ~ submittals and other date or information which are i 1.25. Notice of Aword--A written notice by OWNER to specifically prepared or sssembled by or for the appareat successful bidder stating that upon CONTRAC'TOR and submitted by CONTRACTOR to compliance by the apparent successful bidder with the illustrate some portion of the Work. conditions precedent enumerated therein, within the time , specifiod, OWNER will sign aod deliver the Agreement. 1.36. Specifications--Those portioas of the Contmct I Documents consisting of written technical descriptions of ; 1.26. Notice to Proceerl--A written notice given by materials, equipmeat, construction systems, staodards and ~ OWNER to CONTRACTOR (with a copy to wotkmanship as applied to the Work and certain ~ ENGINEER) fixing the date on which the Contract Times sdministrative details applicable thereto. ~ will commence to ~ ' ~ 1.37.a. Subcnntracror--An individual, firm or corporation i . having a direct contract with CONTRACTOR or with any ' other Subcontractor for the performance of a part of the 1.27. OWNER--T6e public body or authority, Work at the site. orporation, association, firm or person with whom FJCDC GENERAL CONDTTIONS 1910-8 (1990 Edition) 2 wlCH2M HILL MODff1CATiONS (REV 6192) I I i 1.37.b. Subntittals--All administrndve Submittals, physical conditions under which the Work is to be i Shop Drawings, Samples, quality control Submittels, performed as provided in paragraph 4.2 or 4.3 or to ~ contract closeout SubmitLals, and any other specified emergencies under Paragraph 6.23. A Work Change i Submittal prepared or assembled by or for the Directive will not change the Contract Price or the i CONTRACTOR and submitted by CONTRACTOR. ~Contract Times, but is evidence that the parties expect t6at the change directed or documeated by a Work Change 1.38. Substantia! Completion--T6e Work (or a specified Directive will be incorporated in a subsequently issued part thereof) 6as progressed to the point where, in the C6ange Order following negotiations by the parties as to opinion of ENGINEER as evidenced by ENGINEER's its effect, if aay, on the Contract Price or Coatract Times definitive certificate of Substantial Completion, it is as provided ia paragraph 10.2. sufficiwtly complete, in sccordance with the Contrracct Documents, so that the Work (or specified part) ean be 1.45. Written AmendmeRt--A writtea amendment of the utilized for the purposes for which it is intended; or if no Contract Documents, signed by OWNER and suc6 ceRificate is issued, when the Work is complete and CONTRAC'TOR on or after t6e Effective Date of the teady for final payment as evidenced by ENGINEER's Agreement and normlly dealing wit6 the noneagineering written recommendation of final payment in accordance or aontechnical rather thaa strictly construction-related with paragraph 14.13. T'he terms "svbstantially complete" aspects of the Contract Documents. and "substantially completed' as applied to all or part of the Work refer to Substantial Completion thereof. 1.39. Supplementary Conditions--The part of the ARTICLE 2--PRELIMIIVARY MATTERS Contract Documents which amends or supplements these Geaera) Conditioas. 1.40. Supplier--A manufacturer, fabricator, supplier, Delivery ojBonds: distributor, materialman or vendor having a direct contract with CONTRACTOR or with any Subcontractor 2.1. Wheo CONTRAC'fOR delivers the executed to furnish materials or equipment to be incorporated in the Agreements to OWNER, CONTRAC'TOR shall also Work by CONTRACTOR or any Subcontractor. deliver to OWNER such Bonds as CONTRACTOR may be required to fumish in accordance with paragraph 5.1. 1.41. Underground Facilities--All pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels or Copies of Documents: other such facilities or attachments, and any eacasements contaiaing such facilities which have been installed 2.2. OWNER shall furnish to CONTRACTOR up to underground to furnish any of the following services or ten copies (unless otherwise specified in the materials: electricity, gases, steam, liquid petroleum Supplementary Conditions) of the Contract Documents as products, telephone or other communications, cable are reasonably necessary for the execution of the Work. television, sewage and drainage removal, traffic or other Additional copies will be furnished, upon request, at the control systems or water. cost of reproduction. 1.42. Unit Price Work--Work to be paid for on the basis Commencement of ContrQCt TimGr; Notice to Proceed: of unit pnces. 2.3. The Contract Times will commence to run on the 1.43. Work--The entire completed coastruction or the thirtieth day after the Effective Date of the Agreemeat, or, various separately ideatifiable parts thereof required to be if a Notice to Proceed is given, on the day indicated in the furnished under the Contract Documents. Work includes Notice to Proceed. A Notice to Procoed may be given at and is the result of performing or furnishing labor and any time within thirty days aker the Effective Date of tbe furnishing aod incorporating materials and equipment into ~ Agreement. the construction, and performing or furnishing services i and furnishing documeots, all as required by the Contract , Documents. ~ , . 1.44. Work C'hange Directive-A writtea directive to Starting the Work.• CONTRACTOR, issued on or after the Effective Date of the Agr+eemeat and signed by OWNER and recommended ~ 2.4. CONTRACTOR shN may start to perform the by ENGINEER, ordering aa addition, deletion or revision ~ off-site Work eA following the eFfective date of wbae the in the Work, or rcsponding to differing or unforeseen = Agreanent , but no FJCDC GENFRAL CONDrI70NS 1910-8 (1990 Edition) w/CH2M Ha.L MODIFiCATIONS (REV 6192) 3 Work shall be done at the site prior to the date oo which Preconstructic : Conference: the Contract Times commence to run. 2.8. wichin cWency aays after the Contract Times start Before Starting Constructron: to run, but before any Work at the site is started, a conference attended by CONTRACTOR, ENGINEER and .5. Before undettaking each part of the Work, ot6ers as appropriate will be 6eld to establish a working CONTRACTOR shall carefully study and compare the understanding among the parties as to the Work and to Coetract Documents and check and verify pertineot discuss the schedules referred to in paragraph 2.6, figures s6own thereon and all applicable field ~ procedures for haadling measurements. CONTRACTOR shall promptly report in ~ s~h11-k Submittals, processing Applications for wnting to ENGINEER any conflict, error, ambiguity or Paymeot and maintaining required records. discrepancy which CONTRACTOR may discover And shall obtain a written interpretation or clarification from Jnitially Acceptabk Schedules: ENGINEER before proceeding with any Work affected thereby; however, CONTRACTOR sball not be liable to ~ 2.9. OWNER or ENGINEER for failure to report any conflict, ~ , error, ambiguity or discrepancy in the Contract j VVithin ten days after the Documents, unless CONTRACTOR koew or reasoaably ~ preconstruction conference, a conference attended by should have known thereof. CONTRACTOR, ENGINEER aad others as appropriate will be 6eld to review for acceptability to ENGINEER as 2.6. Within ten days after the Effective Date of the provided below the schedules submitted in accordance Agreement (ualess otherwise specified in the General with paragraph 2.6. CONTRACTOR shall have an Requirements), CONTRACTOR shall submit to additional ten days to make corrections and adjustments ENGINEER for review: and to complete and resubmit the schedules. No progress payment shall be made to CONTRACTOR until the 2.6.1. a preliminary progress schedule indicating t6e schedules are submitted to and scceptable to ENGINEER times (numbers of days or dates) for starting and as provided below. The progress schedule will be completing t6e various stages of the Work, including i acceptable to ENGINEER as being the any Milestones specified in the Contract Documents; i CONfRACTOR's schedule for the orderly progression of the Work to completion within any specified Milestones 2.6.2. a preliminary schedule of S and the Contract Times, but such acceptance will neither i Saeplesuhm""~s Submittals submissions which will impose on ENGINEER responsibility for the sequencing, list each required submittal and the times for scheduling or progress of the Work nor interfere with or ~ submitting, reviewing and processiog such ~ relieve CONTRACTOR from CONTRACTOR's full i Submittal (periodic Submittals may be listed by a ~ responsibility therefor. The progress schedule may i common monthly date); i subsequently be adjLLSted in accordance with i paragraph 6.6. CON7'RACTOR's schedule of &bep 2.6.3. A preliminary schedule of values for all of the ~ Submittals submissions will be Work which will include quantities and prices of items acceptable to ENGINEER as providing a workable aggregating the Contract Price and will subdivide the arrangement for reviewing and processing the tequired Work into component parts in sufficient detail to serve ~ submissRk Submittals. The schedule of Submittals as the basis for progress payments during construction. ~ submissions may subsequently be adjtuted in I, Such prices will include aa appropriate amount of ~ accordance with applicable provisions of the General overhead and profit applicable to each item of Work. ~ Requirements. CONTRACTOR's schedule of values will be acceptable to ENGINEER as to form and substance. 2.7. Before any Work at the site is started, CONTRACTOR and OWNER sball each deliver to the other, with copies to each sdditional insured ideatified in the Supplementary Conditions, certificates of insurance ARTICLE 3--CONTRACT DOCUMENTS: INTENT, ~ (and other evidence of insurance which either of them or AMENDING, REUSE I any additional insured may reasonably request) which ' CONTRACTOR and OWNER rrspectively are required i to purchase and maintain in accordance with ~ paragraphs 5.4, 5.6 and 5.7. CONTRACTOR shall also lretent: , ; have prepared CONTRACTOR's written plan for 'roject-specific safety precautions and programs in 3.1. The Coatract Documents comprise the entire ,.Accordance with paragraph 6.20. agreement between OWNER and CONTRACTOR EJCDC GENERAL CONDiT10NS 1910-8 (1990 Edition) 4 w1CH2M HILL MOD[FICATIONS (REV 6/92) I i concerning the Work. ?he Contract Documents are 3.3.2. If, during the performance of the Work, complementary; what is called for by oae is as bindiag as CONTRACTOR discovers any conflict, error, if called for by a[l. The Contract Documents will be ambiguity or discrepancy within the Contract construed in accordance with the law of the place of the Documents or betwoen the Contract Documents and i Project. In resolving inconsistencies itmong two or any provision of aay suc6 Law or Regulation i more components of the Contrnct Docwnents, Applicable to the performance of the Work or of any ~ precedence shall be given in the foltowing order: such standard, specification, maanual or code or of any i iastructioa of any Supplier refetred to in " S 3.1.1. Agreesnent paragraph 6.5, CONTRACTOR shall report it to ~ 3.1.2. Supplementary Conditiotts ENGINEER in writing at once, and, CONTRACTOR i 3.1.3. General Conditiors shall not proceed with the Work affected thereby i 3.1.4. Specificatiors - Division 01 (except in an emergency as authorized by i 3.1.5. SpecificatiottS - Divisions 02 - 16 paragraph 6.23) until an ameadmeat or supplement to i 3.1.6. Drawings the Coatract Documents has beeo issued by one of the i 3.1.7. Bonds methods indicated in paragraph 3.5 or 3.6; provided, i 3.1.8. CONTRACTOR's Bid however, that CONTRACTOR shall not be liable to ~ OWNER or ENGINEER for failure to report any such ~ Written Amendments, Change Orders, Work Change conflict, error, ambiguity or discrepancy unless ~ Directives, Field Orders, ENGINEER's written CONTRAC'TOR knew or reasonably should bave i interpretations and clariticadons, Notice to Proceed known thereof i and Addenda, in precedence listed, will take i precedence over all other Contract Document 3.3.3. Except as ot6erwise specifically stated in the ~ components referenced therein. Figure dimensions on Coatract Documeots or as may be provided by i Drawings will take precedence over scale dimensions. amendment or supplement thereto issued by one of the ~ Detailed Drawings will take precedence over general methods indicated in paragraph 3.5 or 3.6, the ~ Drawings. provisions of the Contract Documents shall take precedenee in resolving a6y conflict, error, ambiguity 3.2. It is the intent of the Contract Documents to or discrepancy between the provisions of the Contract describe a functionally complete Project (or part t6ereof) Documents and: to be constructed in accordance with the Contract Documents. Any Work, materials or equipment that may 3.3.3.1. the provisioas of any such standard, reasonably be inferred from the Contraet Documents or specificatioa, manual, code or instruction from prevailing custom or trade usage as being required (whetber or not specifically incorporated by to produce the intended result will be furnished and refereece in the Contract Documents); or performed whether or not specifically called for. Whea words or phrases which have a well-knowo technical or 3.3.3.2. the provisions of any such Laws or coastruction industry or trade meaning are used to Regulations applicable to the perfornsance of the describe Work, materials or equipment, such words or Work (unless such an interpretation of the phra.ses shall be interpreted in acr.ordance with that provisions of the Contract Documents would meaning. Clarifications and interpretations of the result in violation of such Law or Regulation). Contcact Documents s6all be issued by ENGINEER as provided in paragraph 9.4. No provision of any such standard, specification, manual, code or instruction shall be effective to c6ange the duties 3.3. Reference to Standards and Specicatiori.s of and responsibilities of OWNER, CONTRAC'TOR or Technical Societies; Reporting and Resolving ENGINEER, or any of t6eir subcontracton, coosuttants, Discreponcies: agents or employees from those set forth in the Contract Documents, nor s6a11 it be effective to assign to OWNER, 3.3.1. Reference to standards, specifications, manuals ENGINEER or any of ENGINEER's Consultants, agcnts or codes of any technical society, organization or or employees any duty or authority to supervise or direct association, or to the Laws or Regvlations of any the furnishing or performance of the Work or any duty or governmeotal authority, whether sucb reference be authority to undertake responsibility inconsistent with the specific or by implication, shall mean the latest provisions of paragraph 9.13 or any other pmvision of the standard, specification, manual, code or Laws or Contract Documents. Regulations in effect at the time of opening of Bids (or, on the Effective Date of the Agreement if there 3.4. Whenever in the Cootract Documents the terms were no Bids), except as may be otherwise spacifically "as ordered", "as directed", "as required", "as allowed', stated in the Contract Docuraents. "as approved" or terms of like effect or import are used, FJCDC GENERAL CONTDrTIONS 1910-8 (1990 Edition) w/CH2M HII.L MODO=ICATIONS (RfiV 6/92) S or the adjoctives 'reasonable", "suitable", "acceptable", 3.5.3. a Work Change Directive (pursuant to "proper" or "satisfactory" or adjectives of like effxt or paragraph 10.1). import are used to describe a requiremeot, direction, review or judgment of ENGINEER as to the Work, it is 3.6. In addition, the requirements of the Cootract tended that such requiremeat, direction, review or pocuments may be supplemented, and minor variations ,.idgment will be solely to evaluate, in genetsl, the and deviations in the Woric may be authorized, in one or completed Work for compliance with the requirements of more of the following ways: and information in the Contmct Documents and conformance with the design concept of the completed 3.6.1. A Field Order (pursuant to paragraph 9.5), Project as a functioning whole as shown or indicated in the Contract Documents (unless there is a specific 3.6.2. ENGINEER's approval of a Shop Drawing or statement indicating otherwise). The use of aey such term Sample (pursuant to paragraphs 6.26 and 6.27), or or adjective shall not be effective to assign to ENGINEER any duty or authority to supervise or direct the furnishing 3.6.3. ENGINEER's written interpretation or or performance of the Work or any duty or authority to clarification (pursuant to paragraph 9.4). undertake responsibility contrary to the provisions of paragraph 9.13 or any otber provision of the Contract Reuse of Documerus: i Documents. "Command" type tanguage is used in the i Contraci Documents. This oommand language refers 3.7. CONTRACT4R, and any Subcontractor or i to and is directed to the CONTRACTOR. Supplier or other person or orgaaization performing or furnishing aay of the Work under a direct or indirect i Whenever in the Contmct Documents the ternns contract with OWNER (i) shall not 6ave or acquire aey i"furnish" or "itutall" or "prnvide" are used, they shall title to or ownership rights in any of the Drawings, ~ mean CONTRACTOR shall perforin the following: Specifications or other documents (or copies of any ~ thereof) prepared by or bearing the seal of ENGINEER or ~ ~ 3.4.1. Furnish (materials or equipment): To ENGINEER's Coasultant, and (ii) shall not reuse any of i supply and deliver to the Project ready for such Drawings, Specifications, other documents or copies ~ installation and in acceptable operable condition. on extensions of the Project or any ot6er project without ~ written consent of OWNER and ENGINEER and specific ~ ~ 3.4.2. Install (services or labor): To plece in final written verificatioe or adaptation by ENGINEER. position, oomplete, anchored, connected, and in i acceptable operable condition. i 3.4.3. Provide: To furnish and install complete. ARTICLE 4--AVAILABILII'Y OF LANDS; i When neither furnish, install, nor provide is stated, SUBSURFACE AND PHYSICAL CONDITIONS; ~ provide is implied. REFERENCE POINTS i ~ i All prnducts (material or equipment) identified in the ~ Contract DocuQnents, and products and all products i incidental to the idendfied prnducts, shall be provided Availabiliry of Lands: i by the CONTRACTOR unless specified otherwi.se. i 4.1. OWNER shall furnish, as indicated in the i Eanphasis, such as italics or quotes, has been used Contmct Documeots, the lands upon which the Work is to throughout the Contract Docwnents. Use of enphasis be performed, rights-of-way and easements for acce.ss ~ shall not change the meaning of the ternt enphasized, t6ereto, and such other lands which are designatod for the use of CONTRAC'1'OR. Upoa rea.sonable written request, Amending and Supplmenting Contract Documcnts: OWNER shall furnish CONTRACTOR with a correct statement of record legal title and legal description of the 3.5. The Contmct Documents may be amended to lands upon which the Work is to be performod and provide for additioas, deletions and revisions in t6e Work OWNER's interest therein as necessary for giving notice or to modify the terms and conditions t6ereof in one or of or filing a mechanic's lien against such lands in more of the following ways: accordance with applicable Laws and Regulations. OWNER s6all ideatify stny encumbrances or restrictioas 3.5.1. a formal Written Amendment, not of geoeral application but specifically related to use of lands so furnished with whic6 CONTRACTOR will have 3.5.2. a Change Order (pursuant to paragraph 10.4), to comply in performing the Work. Easemeats for or perutianent strvctures or permanent changes in existing E1CDC GENERAL CONDR'IONS 19104 (1990 Edition) 6 w/CH2M Ha.L MODIFICATIONS (REV 6192) ~ facilities will be obteined aad paid for by OWNER, unless 4.2.2.3. any CONTRACI'OR interpretation of otherwise provided in the Contract Documeflts. If or conclusion drawn from any "technical data" or CONTRACTOR aod OWNER are unable to agree on any such data, interpretations, opinions or eatitlemeot to or the amount or extent of any adjustments infocmation. in the Contract Price or the Contract Times as a result of any delAy in OWNER's furaishing these lands, rights-of- 4.2.3. Notice of Differing Subsurface or Physical way ot easements, CONTRACfOR may make a claim Conditions: If CONTRACTOR believes that any therefor as provided in Articles 11 s►nd 12. subsurface or physical condition at or contiguous to CONTRACTOR shall provide for all additional IAnds and t6e site that is uncovered or revealed either: access thereto that may be eequired for tempocary coastruction facilities or storage of materials and 4.2.3.1. is of such a aature as to establish that equipment. any "technical data" on which CONTRACTOR is entitled to rely as provided in paragraphs 4.2.1 4.2. SubsLrface and Physical Conditions: and 4.2.2 is materially inaccurate, or 4.2.1. Reports and Drawings: Refecence is made to 4.2.3.2. is of such a nature as to require a the Supplementary Conditions for identificatioa of: change in the Contract Documents, or 4.2.1.1. Subsurface Condrtion.s: Those reports 4.2.3.3. differs materially from t6at shown or of explorations and tests of subsurface conditions indicated in the Contract Documents, or at or contiguous to the site that have been utilized by ENGINEER in preparing the Contract 4.2.3.4. is of an unusual nature, and differs Documents; and materially from conditions ordinarily encountered and generally recognized as inherent in work of 4.2.1.2. Physical Conditions: Those drawings the character provided for in the Contract of physical conditions in or relating to existing Documents; then surface or subsurface structures at or contiguous to the site (except Underground Facilities) that CONTRACTOR shall, promptly after becoming aware have been utilized by ENGINEER in preparing the thereof and before furt6er disturbing conditions Contract Documents. affected thereby ar performing any Work in connection therewit6 (except in an emergency as 4.2.2. Limited Reliance by CONTRACTOR permitted by paragraph 6.23), aotify OWNER and Authorized; Technica! Data: CONTRACTOR may ENGINEER in writing about such cooditioa. rely upon the general accuracy of the "techaical data" CONTRACI'OR shall not further disturb such cootained in such reports and drawings, but such conditions or perform any Work in connection reports and dtawings are aot Contract Documents. t6erewith (except as aforesaid) until receipt of written Such "technical data" is identified in the order to do so. Supplementary Conditions. Except for such reliance on such 'tecbnical data", CONTRACTOR may not 4.2.4. ENGINEER's Review: ENGINEER will rely upon or make any claim against OWNER, promptly review the pertineot conditions, determine ENGINEER ot any of ENGINEER's Consultaats with the aecessity of OWNER's obtaining additioaal respect to: exploration or tests with respect t6ereto aad sdvise OWNER in writing (with a copy to CONTRACTOR) 4.2.2.1. the completeness of such reports and of ENGINEER's findings and conc}usioas. drawings for CONTR.ACTOR's purposes, including, but not limited to, any aspects of the 4.2.5. Possible Contract Documents Changt: If means, methods, techniques, seyueoces and ENGINEER concludes that a change in the Contract procedures of construction to be employod by Documents is required as a result of a condition that CONTRACTOR and safety precautions and meets one or more of the categories in paragraph programs incident thereto, or 4.2.3, a Work Change Directive or a Chaage Order will be issued as provided in Article 10 to reflect and 4.2.2.2. other data, interpretations, opinioas document t6e consequences of such change. and infocmation contained ia sucb reports or shown or indicated in such drawings, or EJcnc cerrERAL corwmoNS 19 i as (1990 Ediuon) w/CH2M Ha.L MODffICATIONS (REV 6/92) 7 4.2.6. Possibk Price and Tilnes Adjustments: An sustained by CONTRACTOR on or in connection with i equitable adjustment in the Contract Price or in the any other project or aaticipated project. ~ Contract Times, or both, will be allowed to the extent t6at the existence of suc6 uncovered or revealed 4.3. Physica! Condirions--Underground Facilities: condition causes an increase or decrea.se in CONTRACI'OR's cost of, or time required for 4.3.1. Shown or Indicated: The information and performaace of, the Work; subject, however, to the datA shown or indicated in the Contract Documeats following: with respect to existing Underground Facilities at or cootiguous to the site is ba.sed on inforimation and data 4.2.6.1. such condition must meet any one or furnis6ed to OWNER or ENGINEER by the owners more of the categories described in of such Underground Facilities or by others. Unless paragraphs 4.2.3.1 through 4.2.3.4, inclusive; it is otherwise expressly provided in the Supplementary Conditions: 4.2.6.2. a change in the Contract Documeats pursvant to paragraph 4.2.5 will not be an 4.3.1.1. OWNER and ENGINEER shall not automatic authorization of nor a condition be responsible for the accuracy or completeness precedent to entitlement to any such adjustmeat; of any such information or data; and 4.2.6.3. with respect to Work that is paid for 4.3.1.2. The cost of all of the following will on a Unit Price Basis, any adjustment in Contract be included in the Contract Price and Price will be subject to the provisions of CONTRACTOR shall have full responsibility for: paragraphs 9.10 and 11.9; and (i) reviewing and checking all such information and data, (ii) locating all Underground Facilities 4.2.6.4. CONTRACTOR shall not be entitled shown or indicated in the Contract to any adjustment in the Contract Price or Times Documents,(iii) coordination of the Work wit6 the if; owners of suc6 Underground Facilities during construction, and (iv) the safety and protection of 4.2.6.4.1. CONTR.AC?OR knew of the all such Underground Facilities as provided in existence of such coaditions at the time paragraph 6.20 and repairing any damage thereto CONTRACTOR made a final commitment to resulting from the Work. OWNER in re.spect of Contract Price and Contract Times by the submission of a bid or 4.3.2. Not Shown or Indicated: If an Underground becoming bound under a negotiated contract; Facility is uncovered or revealed at or contiguous to or the site which was not shown or indicated ia the Contract Documents, CONTRACI"OR shall, promptly 4.2.6.4.2. the existence of such condition after becoming aware t6ereof and before further could reasonably have been discovered or disturbing conditions affected thereby or performing revealed as a result of any examination, any Work in coanection therewit6 (except in aa investigation, exploration, test or study of the emergency As required by paragraph 6.23), identify site sod contiguous areas required by the the owner of such Underground Facility and give Bidding Requirements or Contract Documents written notice to that owner aad to OWNER and to be conducted by or for CONTRAC"TOR ENGINEER. ENGINEER will promptly review the prior to CONTRAC'TOR's maki.ng suc6 final Uaderground Facility aad detenmine the extent, if any, commitment; or to which a change is required in the Contrsct Documents to reflect and document the consequences 4.2.6.4.3. CONTRACTOR failed to give the of the existeace of the Underground Facility. If written notice within the time and as required ENGINEER conciudes that a change in the Contract by paragraph 4.2.3. Documents is required, a Wotk Change Directive or a Change Order will be issued as provided in If OWNER aod CONTRACl"OR aro unable to agree on Article 10 to reflect and document such consequences. entitlement to or as to the amount or length of any such During such time, CONTRACI'OR shall be equitable adjustment in the Contract Price or Controct responsible for the safety and protection of such Times, a claim may be made therefor as provided in Underground Facility as provided in paragrap6 6.20. Articles 11 aod 12. However, OWNER, ENGINEER and CONTRACTOR shall be allowed an increa.se in the ENGINEER's Coasultaats shall not be liable to Contract Price or an exteasion of the Contract Times, ,ONTRACTOR for any claims, costs, losses or damages or both, to the extent t6at they are attributable to the FJCDC GENQtAL CONDiTtONS 1910-8 (1990 Edition) 8 w1CH2M HILL MODIFICATIONS (REV 6/92) existence of any Underground Faciliry that was not action, if any. CONTRACTOR shall not be mquired 'I shown or indicated in the Contract Documeats and that to resume Work in connection with such hazardous CONTRACTOR did not know of and could not condition or in any suc6 affected area until after re.asonably have bcen expected to be aware of or to OWNER has obtained any required perimits related have anticipatod. If OWNER and CONTRACTOR are t6ereto and delivered to CONTRACfOR special unable to agree on eatitlement to or the amount or written ootice: (i) specifying that such condition and length of any such adjustmeat in Coatract Price or aay affected arex is or has been rendered safe for the Contract Times, CONTRAC'TOR may make a claim resumption of Work, or (ii) specifying any special therefor as pfovided in Articles 11 and 12. However, coaditioas under which such Work may be resumed OWNER, ENGINEER and ENGINEER's Consultants safely. If OWNER and CONTRAC'TOR cannot agree shall not be liable to CONTRAC'TOR for any claims, as to eatitlement to or the amount or exteot of an costs, losses or damages incurred or sustained by adjustment, if any, in Contract Price or Contract CONTRACTOR on or in connection with Aay other Times as a result of such Work stoppage or such project or anticipated project. special cooditions under which Work is agreed by CONTRACI'OR to be resumed, either party may Rejerence Points: make a claim therefor as provided in Articles 11 and 12. 4.4. OWNER shall provide engineering surveys to establish reference points for construction which in 4.5.3. If after receipt of such special writtea aotice ENGINEER's judgment are necessary to enable CONTRAC'TOR does not agree to resume such work CONTRACTOR to procced with the Work. ba.sed on a reasonable belief it is unsafe, or does not CONTRACTOR shall be responsible for laying out the agree to resume such Work under such special Work, shall protect aad preserve the established reference conditions, then OWNER may order such portioa of points aod shall make no changes or relocations without the Work that is in connectioa with such hazardous the prior written approval of OWNER. CONTRAC'TOR condition or in such affected area to be deleted from shall report to ENGINEER whenever any reference point the Work. If OWNER and CONTRAC'TOR cannot is lost or destroyed or requires relocation because of agree as to entitlement to or the amount or extent of necessary changes i.n grades or locations, and shall be an adjustment, if any, in Contract Price or Contract responsible for the accurate replacemeat or relocation of Times as a result of deleting such portion of the such refereoce points by professionally qualified Work, then either party may make a claim therefor as personnel. provided in Articles 11 and 12. OWNER may have such deleted portion of the Work performed by 4.5. Asbestos, PCBs, Perroleum, Hatardous Warte or OWNER's owa forces or ot6ers in accordance with Radioactive Mcuerial: Article 7. 4.5.1. OWNER shall be responsible for any 4.5.4. To the fullest extent permitted by Laws and Asbestos, PCBs, Petroleum, Haiardous Waste or Regulatioas, OWNER shall indemnify and hold Radioactive Material uncovered or revealed At the site harmless CONTRACTOR, Subcontractors, which was aot shown or indicated in Drawings or ENGINEER, ENGINEER's Consultaots aad the Specifications or ideatified in the Contract Documents officers, directors, . employees, agents, other to be within the scope of the Work sed w6ic6 may consultants and subcontractors of each and any of present a substantial danger to persons or property them from and against all claims, costs, losses aad exposod thereto in connection with the Work at the damages arising out of or resulting from such site. OWNER shall oot be respoasible for any such hazardous condition, providod that: (i) any such materials brought to the site by CONTRAC'TOR, claim, cost, loss or damage is attributable to bodily Subcontractors, Suppliers or anyone else for whom injury, sickness, disea.se or death, or to injury to or CONTRACTOR is responsible. destructioa of tangible property (other thao the Work itself), including the loss of use resulting therefrom, 4.5.2. CONTRACTOR shall immediately: (i) stop And (ii) nothing in this subparagraph 4.5.4 shall all Work ia connection with such hazerdous coodition obligate OWNER to indemnify any person or entity and in anny area affected thereby (except in Aa from and against the consequences of that persoo's or emergency as required by paragraph 6.23), and entity's own negligence. (ii) notify OWNER and ENGINEER (and tbereafter confirm such notice in writing). OWNER shall 4.5.5. The provisions of paragraphs 4.2 and 4.3 are promptly consult witb ENGINEER concerning the aot intended to apply to Asbestos, PCBs, Petroleum, necessity for OWNER to retain a qualified expert to Hazardous Waste or Radioactive MAterial uacovered evaluate such hazArdous condition or take corroctive or revealed at the site. EJCDC GENERAL CONDn'JONS 1914-8 (1990 Editeon) w/CH2M HILL MODIFICATIONS (REV 6192) 9 ART'ICLE S--BONDS AND INSURANCE CONTRAC'TOR is requirod to purc6ase and maintain in accordaace with paragraph 5.4. OWNER s6all deliver to CONTRACTOR, with copies to each additiooal insured identified in the Supplemeatary °rformancc, Paymcnt and Other Bonds: Conditions, certificates of insurance (and other evideace of insurance requested by CONTRACTOR 5.1. CONTRACTOR s6a11 furnis6 Performance aad or any ot6er sdditional insured) which OWNER is Payment Bonds, ea,c6 in an amount at least equal to the required to purchase and maintain in accordance with Contrsct Price as security for t6e fait6ful performaoce and pxragraphs 5.6 aod 5.7 hereof. payment of all CONTRAC'TOR's obligations under t6c Contract Documeats. T6ese Bonds sball remain in effect C01V7RACTOR's Liability Insurance.• at least until one year after the date when final paymeot becomes due, except as provided otherivise by Laws or 5.4. CONTRAC'TOR shall purchase and maintain such Regulations or by the Contract Documents. liability and other insurance as is appropriate for the Work CONTRACTOR sha11 also furnisb such other Boads as being performed and furnished and as will provide aro tequirod by the Supplementary Cooditioas. All Bonds protection from claims set forth below which may arise shall be in the form prescribed by the Contract out of or result from CONTRACTOR's performance and Documents except as provided otherwise by Laws or furnishing of the Work and CONTRACTOR's other Regulations and s6all be executed by such sureties as are obligations under the Contract Documeats, whether it is to named in the current list of "Compwies Holding be performed or furnished by CONTRACTOR, any Certificates of Authority ss Acceptable Sureties on Subcontractor or Supplier, or by anyone directly or Federal Bonds and ss Acceptable Reinsuring Companies" indirectly employed by any of them to perform or furnish as published in Circular 570 (amendad) by the Audit any of the Work, or by anyone for w6ose acts any of Staff, Bureau of Government Financial Uperatioas, them may be liable: U.S. Treasury Department. All Bonds signed by an agent must be accompanied by a certified copy of such agent's 5.4.1. claims under workers' compensatioa, authority to act. disability beaefits and other similar employee benefit ~ acts; 5.2. If the surety on any Bond furnished by "ONTRACTOR is declared a bankrupt or becomes 5.4.2. claims for damages because of bodily injury, .solvent or its right to do business is terminated in any occupational sickness or disea.se, or death of ~ state w6ere siny part of t6e Project is located or it ceaSes CONTRAC'TOR's employees; , to meet the requiremeats of paragraph 5.1, ~ CONTRAC'TOR shall within ten days thereafter substitute 5.4.3. claims for damages because of bodily injury, anotber Bond and surety, both of which must be sickness or disea.se, or deat6 of any person other than acceptable to OWNER. CONTRACTOR's employees; 5.3. Licensed Sureties and Jnsurers; Certificates of 5.4.4. claims for damages insured by customary Insurance: personal injury liability coverage which are sustained: (i) by stny person as a result of aa offease directly or 5.3.1. All Bonds and insvraoce required by the indirectly related to the employment of such person by Contract Documents to be purchased and maintained CONTRACTOR, or (ii) by any other person for any by OWNER or CUNTRACTOR shall be obtained ot6er rea.son; from surety or insurance companies that are duly licensed or authorized in t6e jurisdiction in which the 5.4.5. claims for darnages, other than to tbe Work Project is located to issue Bonds or insumoce policies itself, because of injury to or destruction of tangible ~ for the limits and coverages so required. Such surety property wherever located, including loss of usa i aad insurance companies shall have a Best's rating of resulting therefrom; and i no less than A:VII and shall also meet such additional requirements aod qualificatioas as may be 5.4.6. claims for damages because of bodily injury ' provided in the Supplementary Conditions. or death of any person or property damage arising out of the ownership, maintenance or use of aoy motor 5.3.2. CONTRACI'OR shall deliver to OWNER, vehicle. with copies to each additional insured identified in the Supplementary Conditioas, ceRificates of insurance The policies of insurance so tequired by this (and other evidence of insurAace requested by paragraph 5.4 to be purchased and maintained shall: OWNER or any ot6er sdditional iasured) which . EICDC Gw CH M HILL Dff CAT ONS990 Edition) 10 I (REV 6192) ~ ~ I 5.4.7. wit6 respect to iasuraace tequired by Property Iticurance: paragraphs 5.4.3 through 5.4.6 inclusive, include as ~ sdditional insureds (subject to any customary exclusion 5.6. Unless othecwise provided in the Supplemeotary in respect of professioaal liability), OWNER, Conditions, OWNER shall purc6ase and maintain property ENGIIYEER, ENGINEER's Consultants and any other insurance upon t6e Work at the site in the amount of the persons or wtities ideotified in the Supplementary full replacement cost thereof (subject to such deductible Conditions, all of wbom shall be listed as additional amounts as may be provided in the Supplementary insureds, and include coverage for the respective Conditions or required by L.aws and Regulations). This ' officers aod employoes of all such additional insuteds; insurance shall: 5.4.8. include the specific coverages and be written 5.6.1. include the interests of OWNER, for not less than the limits of liability provided in the C4NTRACTOR, Subcontractors, ENGINEER, Supplementary Conditions or required by Laws or ENGINEER's Consultants aad any other persoas or Regulations, whichever is greater; entities identifiod in the Supplementary Conditions, each of whom is deemed to have in insucable interest 5.4.9. include completed operations insurance; and s6a11 be listed as aa insured or additional insured; 5.4.10. include contractual liability insutance covering 5.6.2. be written on a Builder's Risk "all risk" or CONTRAC'TOR's indemnity obtigations under open peril or special causes of loss policy form that paragraphs 6.12, 6.16 and 6.31 through 6.33; shall at least include insurance for physical loss or damage to the Work, temporary buildings, falsework 5.4.11. contain a provision or endorsement that the i and Work in transit, shall indude no eacclusions for coverage afforded will not be cancelled, materially i foundations or underground piping, and shall insure c6anged or renewal refu.sed until at least thirty days' against at least the following perils: fire, lig6taing, prior written notice has beea given to OWNER and extended coverage, theft, vandalism and malicious CONTRAC"TOR aad to each other additional insured mischief, earthquake, collapse, debns removal, identified in the Supplementary Conditions to whom a demolition occasioned by enforcement of Laws and I certificate of insuraoce has been issued (and the ~ Regulations, water damage, tesultant damage frnm certificates of insurance furnished by the ~ faulty worlananship or materials or errors in ~ CONTRACTOR pursuant to paragraph 5.3.2 will so ~ design, operational tesdng and startup, and such provide); ot6er perils as may be specifically required by the Supplementary Conditions; 5.4.12. remain in effect at least until final payment and at all times thereafter whea CONTRACTOR may 5.6.3. include expenses incurred in the repair or be correcting, removing or replacing defective Work replacement of any insured property (including but not in accordance with paragraph 13.12; and limited to fees and charges of engineers and architocts); 5.4.13. with respect to completed operations insuraace, aad any insurance coverage written on a 5.6.4. cover materials and equipment stored at the ~ claims-made basis, remain in effect for at least two site or at aaot6er location that was agreed to in j years after final payment (aad CONTRACTOR shall writing by OWNER prior to being incorporatod in the I furnisb OWNER and eac6 other additional insured Worlc, provided that such aaterials and oquipment ~ identified under paragraph 5.4.7 above in-the have baea included in an Appiication for Payment ; to whom a certificate of recammeaded by ENGINEER; aad insuraace 6as been issued evidence satisfsctory to OWNER aod any such additional insured of S 5.6.5. be maintainod in effect through startup and continuation of such insurance at final paymeat and ~ testing and until final payment is made unless one year thereafter). otherwise agreed to in writing by OWNER, CONTRACTOR and ENGINEER, wit6 thirty days' OWNER's Liobiliry Insurance: written notice to each other additional insured to whom a certificate of insurance has been issued. 5.5. In addition to insurance required to be provided by CONTRAC'TOR uader paragraph 5.4, OWNER, at 5.7. OWNER shall purchasc and maintain such boiler OWNER's option, may purchase and maintain at And machinery insurance or additional property insurance OWNER's expense OWNER's own liability insurance as as may be required by the Supplemeatary Conditions or will protxt OWNER against claims which may arise from Laws and Regulations which will include the interests of operations undcr the Contract Documents. OWNER, CONTRACTOR, Subcontractors, ENGINEER, FJCDC GENIItAL CONDR70NS 191Q-8 (1940 Edition) w/CH2M HILL MODff1CAT70NS (REV 6192) 11 ENGINEER's Consultants and any other persons or caused by, arising out of or resulting from any of the entities ideatifiod in the Supplementary Conditions, each perils coverod by such policies and any ot6er property of whom is deemed to have an insurable interest and shall i insurance applicable to the Work during coastruction be listed as ao insured or additional insured. ~ and thereafter; aod, in addition, waive all such rights against Subcontractors, ENGINEER, ENGINEER's .8. All t6e policies of insurance (aad tbe cectificates Consultants and aU other persons or eatities identified or othar evideace thereof) required to be purchased and in the Supplemeatary Conditions to be listed as maintained by OWNER in accordance wit6 insureds or udditional insureds under suc6 policies for paragraphs 5.6 aad 5.7 will contain a provision or losses aad damages so caused. None of the above endorsement that the coverage afforded will not be waivers shall extend to the rights that any party cancelled or materially chaaged or reaewal refused until making such waiver may 6ave to the proceeds of at least thirty days' prior written aotice has been given to insurance held by OWNER as trustee or otherwise OWNER and CONTRACTOR and to each other payable under any poIicy so issued. additional insured to whom a certificate of iasurance has beea issued and will coatain waiver provisions in 5.11.2. In addition, OWNER waives all rights against accordance with paragraph 5.11. CONTRACI"OR, Subcontractors, ENGINEER, ENGINEER's Consultants and the officers, directors, 5.9. OWNER shall not be responsible for purchasing employees aad agents of nny of them, for: and maintaining any property insurance to protect the interests of CONTRACTOR, Subcontractors or others in 5.11.2.1. loss due to business interrvption, loss the Work to the extent of any deductible amounts that are of use or other consequential loss extending identified in t6e Supplemeotary Conditions. 'I'he risk of beyond direct physical loss or damage to loss within such identified deductible acnount, will be OWNER's property or the Work caused by, borne by CONTRACTOR, Subcontractor or others arising out of or resulting from fire or other peril, suffering any such loss and if any of them wishes whether or not insured by OWNER; and property insurance coverage within t6e limits of suc6 amounts, each may purchase and maintain it at the 5.11.2.2. loss or damage to the completed purchaser's own expense. Project or part thereof caused by, arising out of or resulting from fire or other insured peril ~.10. If CONTRAC"TOR requests in writing that other covered by any property insurance maintained on ,ecial insurance be included in the property insurance the completed Project or part thereof by OWNER policies provided under paragraphs 5.6 or 5.7, OWNER during partial utilization pursuant to shall, if possible, include such insurance, and the cost paragraph 14.10, after Substantial Completion thereof will be charged to CONTRAC'TOR by appropriate pursuant to paragraph 14.8 or after final paymeat Change Order or Written Amendment. Prior to pursuant to paragraph 14.13. commencement of the Work at t6e site, OWNER shall in writing sdvise CONTRACTOR whet6er or not such other Any insurance policy maintained by OWNER insurance has been ptocuted by OWNER. covering any loss, damage or consequential loss referred to in this paragraph 5.11.2 s6a11 contain , 5.11. Wctiver of Rights: provisions to the effect that in the event of payment of any such loss, damage or consequential loss the 5.11.1. OWNER and CONTR.ACTOR intend t6at all insurers will have no rights of rocovery against any of ~ ~ policies purchased in accordance with paragraphs 5.6 CONTRACTOR, Subcontractors, ENGINEER, aod 5.7 will protect OWNER, CONTRACTOR, ENGINEER's Coasultaats and the officers, directors, Subcontractors, ENGINEER, ENGINEER's employees and agents of any of them. Consultaats and all other persoas or eatities identified in the Supplementary Coaditions to be listod as Reccipt and Application of In.surarece Proceeds: insureds or additional insurads in such policies and will provide primary coverage for all losses and 5.12. Any insured loss under t6e policies of insurance d.amages caused by the perils covered thereby. All required by paragraphs 5.6 and 5.7 will be adjusted with such policies shall contain provisions to the effect that OWNER and made payable to OWNER as fiduciary for in the event of pstyment of xay loss or damage the the insureds, as their interests may Appear, subject to the insurers will have no rights of recovery against any of requirements of any applicable mortgage clause and of the insureds or iudditional insureds t6ereunder. paragraph 5.13. OWNER shall deposit in a separate ' OWNER and CONTR.ACTOR waive all rigbts against accouat any money so received, and shall distribute it in each other and their re.spective officers, directors, accordance with such agreement as the parties in interest ~ employee.s and agents for all losses and damages may reach. If no other special agroemeat is reac6ed the FJCDC GENERAL CONDifiONS 1910-8 (1990 Editioa) 12 w1CH2M Ha.L MODo-ICATIONS (REV 6/92) I ~ damaged Work shall be repaired or roplaced, the moneys insurance shall not be cancelled or permitted to lapse on so received applied on account thereof and the Work and account of any such partial use or occupancy. the cost thereof covered by an appropriate Change Order or Written Amendmeat. 5.13. OWNER as fiduciary shall have power to sdjust ARTICLE 6--CONTR.ACTOR'S RESPONSIBILTTIES aad settle any loss with the insurers unless one of the parties in interest shall object in writing within fifteeo days aft,er the occurrence of loss to OWNER's exercise of this power. If such objection be made, OWNER as SupmWsion and Superintendenct: fiduciary shall make settlement with the insurers in accordance with such agreemeat as the parties ia interest ~ 6.1. CONTRAC'fOR shall supervise, prnvide quality may reac6. If no such agreement among the pitrties in ~ control, inspect and direct the Work competently and inierest is reached, OWNER as fiduciary shall adjust and efficiently, devoting suc6 atteation thereto and applying settle t6e lass with the insurers aod, if roquired in writing such skills and expertise as may be necessary to perform by any party in interest, OVYNER as fiduciary shall give the Work in accordance with the Contract Documeats. bond for the proper performance of such duties. CONTRACTOR s6a11 be solely responsible for the means, methods, techniques, sequeuces and procedures of Aeceptonce of Bonds and Insurance; Optioit to Repiace: coastruction, but CONTRACTOR shall not be responsible for the negligence of others in tbe design or specification 5.14. If eithet party (OWNER or C4NTRACI'OR) has of a specific means, method, technique, sequence or any objection to the coverage afforded by or other procedure of construction w6ich is shown or indicated in provisions of the Bonds or insurance required to be and expressly required by the Contract Documents. purchased and maintained by the other party in C4NTRACT4R shall be responsible to see that the accordance with Article 5 oa the basis of non- completed Work complies accurately with t6e Contract conformance with the Contract Documeats, the objecting Documeots. party shall so notify the other party in writing within ten days aker receipt of the certificates (or other evidence 6.2. CONTRAC'TOR shall keep on the Woric at all requested) required by paragraph 2.7. OWNER and times during its progress a competent resident CONTRACTOR shall each provide to the other suc6 superintendent, who shall not be replaced without writtea additional information in respect of insurance provided as notice to OWNER and ENGINEER except under the other may rea.sonably request. If either party does not extraordinary circumstaaces. The superintendent will be purchase or maintain all of the Bonds and insurance CONTRAC'TOR's representative at the site and shall have requirod of such party by t6e Contract Documents, such authority to act on behalf of CONTRACTOR. All party s6a11 notify the other party in writing of such failure communications to the superintendent shall be as binding to purchase prior to the start of the Work, or of such ~ as if given to CONTRACTOR. If at any time during failure to maintain prior to any chaage in the required ~ the Project the superintendent leaves the Project site coverage. Wit6out prejudice to any other right or ~ while Work is in progress, ENGINEER shall be temedy, the other party may elect to obtain equivalent ~ nodfied and provided with the name of the Bonds or insuraoce to protect such otber party's interests j CONTRACTOR's representative having respoRSible at the expense of the party who was required to pmvide i charge. such coverage, aod a C6ange Order shall be issued to adjust the Contract Price accordingly. CONTRACTOR shall aLw designate the person responsible for CONTRACTOR's quality control while Partice! Utilization--Property Insurancc: Work is in progress. ENGINEER shell be notified in writing prior to any chamge in quality control 5.15. If OWNER finds it necessary to occupy or use a representsdve assignment. portion or portions of the Work prior to Substantial Completion of all the Woric, such use or occupaacy may Labor, Materials and Equipment: be accomplis6ed in sccordance with paragraph 14.10; provided tbat no suc6 use or occupancy shall comayeace 6.3. CONTRAC'TOR shall provide competent, suitably before t6e insurers providing the property insuraoce have qualified persoonel to survey, Iay out and coastruct the acknowledged notice t6ereof and ia writing effected any Work ss required by the Contract Documents. chaages in coverage necessitated thereby. The insurors CONTRAC"TOR shall at all times maintai.n good discipline providing the property insurance shall consent by and ordet at the site. Except as otherwise required for the endorsement oo the policy or policies, but the property safety or protection of persons or the Work or property at the site or adjacent thereto, and except as otherwise EJcnc aErrFnwi, corrnmorvs 1910-8 (1990 Edition) w/CH2M HILL MODQRCATIONS (REV 6/92) 13 indicated in the Contract Documents, all Work at the site made by a Change Order or Written Ameadment in shall be performed during regular working hours and accordance with Article 12. CONTRACTOR will not permit overtime work or the performaoce of Work on Saturday, Sunday or any legal 6.7. Substitutes and "Or-Equal " Items: iliday without OWNER's written coasent given after .,rior written noticc to ENGINEER. 6.7.1. Whenever an item of material or equipment is specified or described in t6e Coatract Documents by 6.4. Unless otherwise specified in the General using the name of a proprietary item or the name of Requifements, CONTRAC'TOR shall furnish and assume a particular Supplier, the specification or description full responsibility for all meterials, equipment, labor, is intended to establish the type, function and quality transportation, construction equipment and machinery, required. Ualess the specification or description tools, appliaaces, fuel, power, light, heat, telephone, contaias or is followed by words reading that oo like, water, sanitary facilities, temporary facilities aad all other equivalent or "or-equal" item or no substitution is facilities and incidentals necessary for the furtishing, permittod, otber items of material or equipment or ~ performance, quality oontrol, testing, start-up and material or equipment of other Suppliers may be completion of the Work. accepted by EIVGINEER under the following circumstances: 6.5. All ma►terials and equipment shall be of good quality and new, except as otherwise provided in the 6.7.1.1. "Or-Equa!': If in ENGINEER's sole ' Contract Documents. All warranties and guarantees discretion an item of material or equipment i specifically called for by the Speeffiestiens Contract ~ proposed by CONTRACTOR is aqua ~ Documents s6all expressly run to the benefit of OWNER. ~ eqwvalent to or better than the product named If rcquirod by ENGINEER, CONTRAC'fOR shall furnish ~ in form, function, performance, reliability, satisfactory evidence (including reports of required tests) ~ quality, features, materials of construction, as to the kind and quality of materials and equipment. All ~ operation and maintenance cost, static and materials and equipment s6all be applied, installed, ~ dynamic loads, general dimensional connected, erected, used, cleaned and conditioned in ~ configuradon, size, weight and appearance to ~ accordance with instructions of the applicable Supplier, that named and sufficiently similar so that no ~ i except as otherwise provided in the Contract Documeots-, change in related Work will be required, it may ~ tiut no prnvision of any such Supplier's instructions be considered by ENGINEER as an "or-equal" -ill be effecdve to assign to ENGINEER, item, in which case review and approval of the i ENGINEER's Consultants, agents or einployees, any proposed item may, in ENGINEER's sole i dut}► or autliority to supervise or direet the furnishing discretion, be accomplished without compliance j ~ or performance of the Work or any duty or authority with some or all of the requirements for i to undertake resporsibility inconsistent with the acceptance of proposed substitute items. i prnvisiors of paragraph 9.13 or any other prnvision of i the Contrnct Documents. 6.7.1.2. Substitute Items: If in ENGINEER's sole discretion an item of material or equipmeat , Progress Schedule: proposed by CONTRAC'TOR does not qualify as an "or-equal" item under subparagraph 6.7.1.1, it 6.6. CONTRACTOR s6all adhere to t6e progress will be considered s► proposed substitute item. ~ schedule established in accordance with paragraph 2.9 as CONTRACTOR shall submit sufficient it may be adjusted from time to time as provided below: information as provided below to allow , ENGINEER to determine that t6e item of material 6.6.1. CONTRACI'OR shalI submit to ENGINEER or equipment proposed is essentially equivalent to for acceptaace (to the extent indicated in that aamed and an acceptable substitute therefor. paragraph 2.9) proposed adjustments in the progress The procedure for review by the ENGINEER will schedule tbat will not change the Contract Titnes (or include the following as supplemented in the Milestoaes). Suc6 adjustments will conform generally Geueral Requiremeats and as fiNGIhTEER may to the progress schedule then in effect aad additionally decide is appropriate uader the circumstances. will comply with any provisions of t6e Geneml Requests for review of proposed svbstitute items Requirements applicable thereto. of material or equipment will not be accepted by ENGINEER from anyone other than 6.6.2. Proposed adjustments in the progress schedule CONTRACTOR. If CONTRACTOR wishes to that will change the Contract Times (or Milesiones) furnish or use a substitute item of material or shall be submitted in accordance with the requirements equipment, CONTRACTOR shall first make of paragrap6 12.1. Such adjustments may oaly be written applicatioa to ENGINEER for acceptance EJCDC GENERAL COND[TIONS 1914-8 (1990 Edition) 14 w/CH2M H1LL MOD[FICATIONS (REV 6/92) J theroof, certifying that the proposed substitute will ENGINEER's pnor written acceptance which wiU be perform adequately the functions sod achieve the evidenced by either a Change Order or an approved results called for by the general design, be similar i Shop Drawing. No substitute will be ordered, in substance to that specified and be suited to the installed, or utilized without ENGINEER's prior sacne usc as that specified. The applicatioa will written acceptance which will be evidenced by a state the extent, if any, to which the evaluation ~ Change Order. OWNER may require and scceptance of the proposod substitute will CONTRACI'OR to furnish at CONTRACTOR's prejudice CONTRACTOR's achievemeat of expense a special performance guarantee or ot6er Substantial Completion on time, whether or not surery with respect to any "or-equal" or substitute. acceptance of the substitute for use in the Woric ENGINEER will record time required by ENGINEER will require a change in any of the Contract and ENGINEER's Consultants in evaluating Documents (or in the provisions of any other substitutes proposed or submitted by CONTRACTOR diroct contract with OWNER for woric on the pursuaot to paragraphs 6.7.1.2 and 6.7.2 aad in Project) to adapt the design to the proposad making changes in the Contract Documents (or in the substitute and whether or not incorporation or use provisions of any other direct contract with OWNER of the substitute in connection with the Work is for worlc on the Project) occasioned thereby. Whether subject to payment of any license fee or royalty. or not ENGINEER accepts a substitute item so Alt variations of the proposed substitute from that proposed or submitted by CONTRAC?OR, specified will be identified in the application and CONTR.ACTOR shall reimburse OWNER for the available maintenance, repair and replacement charges of ENGINEER and ENGINEER's Consuitants service will be indicated. The application will for evaluating each such proposed substitute item. also contain an itemited estimate of all costs or credits t6at will result directly or indirectly from i 6.8. acceptance of such substitute, including costs of Concerning Subcontractors, Suppliers and Others: redesign and claims of other contractors affected by the resulting change, all of which will be 6.8.1. CONTRACI'OR shall not employ any considered by ENGINEER in evaluating the Subcontractor, Supplier or other person or proposed substitute. ENGINEER may require organization (including t6ose acceptable to OWNER CONTRACTOR to furnish additional data about and ENGINEER as indicated in paragraph 6.8.2), the proposed substitute. w6ether initially or as a substitute, against whom OWNER or ENGINEER may have rea.soaable 6.7.1.3. CONIRACTOR's Expense: All data objection. CONTRACTOR shall not be required to to be provided by CONTRACTOR ia support of employ any Subcontractor, Supplier or other person or aay proposed 'or-equal" or substitute item will be organization to furnish or perform any of the Wor1c at CONTRACTOR's expense. against whom CONTRACTOR bas rea.SOnable objection. 6.7.2. Substitute Construction Methods or ~ Procedures: If a specific meaas, method, technique, 6.8.2. If the Supplementary Conditions require the sequence or procedure of construction is shown or identity of certain Subcontractors, Suppliers or other indicated in aod expressly reyuired by the Contract persons or organiTatioas (including those who ue to Documents, CONTRACI'OR may furaish or utilize a furnish the principal items of materials or equipment) substitute meaas, method, techaique, sequence or to be submitted to OWNER in advance of the procedure of constiuctioa scceptable to ENGINEER. specified date prior to the Effective Date of the CONTRAC'TOR shall submit sufficieot informatioo to Agreemeat for scceptance by OWNER aad allow ENGINEER, in ENGINEER's sole discretion, ENGINEER, snd if CONTRAC?OR has submitted a to determine t6at the substitute proposed is equivalent list thereof in stccordance with the Supplementary to that expressly called for by the Contract Conditions, OWNER's or ENGINEER's acceptance Documeats. The procedure for review by (eit6er in writing or by failing to make writtea ENGINEER will be similar to that provided in objection t6ereto by the date indicated for accceptance subparsgtaph 6.7.1.2. or objection in the bidding documents or the Contract Documents) of any such Subcontractor, Supplier or 6.7.3. Engirieer's Evaluation: ENGINEER witl be other person or orgaaiution so identified may be allowed a rea.sonable time within which to evaluate revoked on the basis of reasonable objection after due eac6 proposal or submittal made pursuant to investigation, in which case CONTRACI"OR shall paragraphs 6.7.1.2 and 6.7.2. ENGINEER will be submit an scceptable substitute, the Contract Price the sole judge of acceptability. No 'or-equal" eF will be adjusted by the difference in the cost substitute will be ordered, installed or utiliz,ed without occasioaed by such substitution and aa sPpropriate ETCDC GENFRAL CONDiI70NS 19104 (1990 Edition) w/CH2M HILL MODff1CATIONS (REV 6/92) 15 Change Order will be issued or Written Ameadmeat CON7'RACfOR, ENGINEER, ENGINEER'S Consultal,:s signed. No acceptance by OWNER or ENGINEER of . and all other additional insureds for all losses and damages any such Subcontractor, Suppliet or other person or caused by, arising out of or resulting from any of the organization shAll coastitute a waiver of any right of perils covered by such policies and any other property OWNER or ENGINEER to r+eject defective Work. insurance applicable to the Work. If the insurers on any such policies require separate waiver forms to be signed ~ 6.9. by aay Subcontractor or Supplier, CONTRACTOR will obtain the same. 6.9.1. CONTRAC'TOR shalt be fully rcsponsible to OWIIER aad ENGINEER for all jtcts and omissioas Patent Fees and Royolties: of the Subcontrsctors, Suppliers and ot6er persons and organizittions performing or furnishing any of the 6.12. CONCRAC'TOR shall pay all license fees aad Work under a direct or indiroct contract with royalties and assume all costs incident to the use in the CONTRAC'TOR just as CONTRAC'TOR is performance of the Work or the incorporation in the Work responsible for CONTRACTOR's own acts and of any invention, design, process, product or device which omissions. Nothing in the Conttact Documents shall is the subject of patent rights or copynghts held by others. cre,ate for the beoefit of aay such Subcontmctor, If a particular invention, design, process, product or Supplier or other person or orgsaization any device is specified ia the Contract Documents for use in contractual relationship between OWNER or the performance of the Work and if to the actual ENGIIVEER and any such Subcontractor, Supplier or knowledge of OWNER or ENGINEER its use is subject other person or organization, nor shall it create any to patent rights or copyrights calling for the payment of obligAtion on the part of OWNER or ENGINEER to any license fee or royalty to ot6ers, the existeace of such pay or to see to the payment of any moneys due any rights shall be disclosed by OWNER in the Contract sucb Subcoatractor, Supplier or other person or pocuments. To the fullest exteot permitted by Laws and organization except as may otherwise be required by Regulations, CONTRAC'TOR shall indemnify and bold Laws and Regulations. harmless OWNER, ENGINEER, ENGINEER's Consultaats and the officers, directors, employees, agents 6.9.2. CONTRACTOR shall be solely responsible and other consultants of each and any of them from and for scheduling and coordinating the Work of agaiast all claims, costs, losses and damages arising out of Subcontractors, Suppliers and other persons and or resulting from any infriagement of pateat rig6ts or orgaaizations performing or futnishing aay of the copyrig6ts incident to the use in the performaace of the Work under a diract or indirect coatract with Work or resulting from the incorporation in the Work of CONTRACTOR. CONTRACTOR shall require all any invention, design, proce.ss, product or device not Subcontractors, Suppliers and such other persons aad specified in the Contract Documents. organiiations performing or furnishing aey of the Work to communicate with the ENGINEER throug6 Permits: CONTRACTOR. 6.13. Unless otherwise provided in the Supplemeatury 6.10. The divisions and sections of the Spe,cifications Conditions, CONTRACTOR shall obtain and pay for all and the identifications of any Drawings shall not control construction permits and licenses. OWNER shall assist COIV'fRACTOR in dividing the Work among CONTRACTOR, wbea necessary, in obtaining such Subcontractors or Suppliers or delineating the Work to be permits aad licenses. CONTRACTOR s6a11 pay all ~ performed by any specific trade. governmental c6arges and inspection fees eecessary for the prosocution of the Work, which are applicable at the 6.11. All Work performed for CONTRACTOR by a time of opening of Bids, or, if there are no Bids, on the Subcontractor or Supplier will be pursuant to an Effective Date of the Agreement. C4NTRAC'TOR sball appropriate agreement betweea CONTRACTOR and the pay all charges of utility owners for connections to the Subcontractor or Supplier which spocifically binds the Work, aod OWNER shall pay all charges of such utility Subcontractor or Supplier to the applicable terms and owners for capital costs related thereto such as plant conditioas of the Contract Documents for the beoefit of investment foes. OWNER rrnd ENGINEER. Wbenever any such agreement is with a Subcontractor or Supplier who is = 6.14. listed ss an additional insured on the property insurance Laws and Regulations: provided in paragraphs 5.6 or 5.7, the agreement betweea the CONTRACTOR and the Subcontractor or Supplier 6.14.1. CONTRAC'TOR shall give all notices and iill eontain provisioas w6ereby the Subcoatractor or comply with all Laws aad Regulations applicable to .iupplier waives all rights against OWNER, furnishing and performance of the Work. Except FJCDC GENFRAL COND1T10NS 1910-8 (1990 Edition) 16 w/CH2M HILL MOD[FICATIONS (REV 6/92) ~ where otherwise expressly roquired by applicable materiaJs, rubbish and ot6er debris resulting from the Laws and Regulations, neither OWNER nor Work. At the completion of the Work CONTRACTOR ENGIIVEER shall be responsible for monitoring shall remove all waste materials, rubbish aad debris from CONTRAC'TOR's compliance with aay Laws or snd about the premises as well as all tools, appliaacrs, Regulations. construction equipment and machinery and surplus materials. CONTRACTOR shall leave the site clean aad 6.14.2.If CONTR.ACI'OR performs aoy Work ready for occupancy by OWNER at Substaatial . knowing or having reason to know that it is cootrary Completion of the Work. CONTR.ACTOR shall restore to to Laws or Regulatioas, CONTRACTOR shall bear all original condition all property not designated for alteration claims, costs, losses and damages caused by, arising by the Contract Documents. out of or rcsulting therefrom; however, it s6a11 not be CONTRAC'TOR's primary respoasibility to make 6.18. CONTRACTOR shall not load nor pertnit any certain that the Specifications and Drawings are in part of aay structure to be loaded in any manner that will sccordance with Laws and Regulations, but this shall endanger the structure, nor shall CONTR.ACfOR subject not relieve CONTRACTOR of CONTRACTOR's any part of the Work or adjacent property to stresses or obligations uoder paragraph 3.3.2. pressures that will endanger it. Tcues: Record Documents: 6.15. CONTRAC"I'OR shall pay all sales, consumer, use 6.19. CONTRACTOR shall maintain in a safe place at and ot6er similar tues required to be paid by the site one record copy of all Drawings, Specifications, CONTRACTOR in accordance with the Laws and Addenda, Written Ameadments, Change Orders, Work Regulations of the place of the Project which are Change Directives, Field Orders aad written applicable during the perfortnance of the Work. interpretations and clarifications (issued pursuant to paragraph 9.4) in good order and aanotated to show all Use of Premises: chaages made during construction. These record documents together with all approved Samples and a 6.16. CONTRAC'fOR shall confine coastruction counterpart of all approved Shop Drawings will be eyuipment, the storage of materials and equipmeot and the available to ENGINEER for reference. Upon completioa operatioas of workers to the site and land and areas of the Work, these record documents, Samples and Shop identified in and perntitted by the Contract Documents aad Drawings will be delivered to ENGINEER for OWNER. ot6er land and areas permitted by Laws and Regulations, rights-of-way, permits and easements, and shall not Safery and Protection: unrcasonably encumber the premises with construction equipment or other materials or equipment. 6.20. CONTRACTOR shall be responsible for initiating, CONTRACTOR shall assume full responsibility for any maintaining and supervising all safety precautions and damage to any suc6 laod or area, or to the owner or programs in connection with the Work. CONTRACTOR occupant thereof or of any adjaceot land or areas, shall take all aecessary precautions for the safery of, and resulting from the performance of the Work. Should any shall provide the necessary protection to prevent damage, claim be made by any such owner or occupant because of injury or loss to: the performance of the Work, CONTRAC'TOR shall promptly settle with such other party by negotiation or 6.20.1. all persons on the Work site or who may be otherwise resolve the claim by arbitration or otber dispute affected by the Work; resolution proc,eed'wg or at law. CONTRACTUR shall, to the fullest extent permitted by Laws and Regulations, 6.20.2. all the Work and materials and equipment to indemnify and hold harailess OWNER, ENGINEER, be iacorporated therein, whether in storage oa or off ENGINEER's Consultant and aayone directly or indirectly the site; and employed by any of them from and against all claims, costs, losses and damages arising out of or resulting from 6.20.3. other property at the site or adjacent thereto, any claim or action, legal or equitable, brougbt by any including trees, shrubs, lawns, walks, pavements, such owaer or occupaot against OWNER, ENGINEER or roadways, structures, utilities and Underground aay other party indemnified hereunder to the extent Facilities not designated for removal, relocation or caused by or based upon CONTRAC'TOR's performance replacement in the course of coastruction. of the Work. CONTRACTOR shall comply with all applicable Laws 6.17. During the progress of the Work, CONTRACTOR and Regulations of any public body having jurisdiction for shall koep the premises froe from accumulatioas of waste safety of persons or property or to protect them from E1CDC GENFRAL CONDCTIONS 1910-8 (1990 Fdition) wlCH2M HILL MODIFICATIONS (REV 6/92) 17 damage, injury or loss; and shall erect and maintain all ~ their employees, than CONTRACTOR sets focth foc nocessary safeguards for such safety and protection. ~ compereble activity and responsibility of CONTRACTOR shall notify ovwers of adjacent property = CONTRACTOR, Subcontractors, and Suppliers and and of Undergrouad Facilities aad utility ownets w6en j their respec.'tive employees. nsecution of the Worlc roay affect them, and shall aoperate with them in the protection, removal, relocation 6.21. Sa,f'ery Representative: CONTRACTOR s6all and replscement of their property. Atl dacnage, injury or designate a qualified and experienced safety representative loss to any property referred to in paragraphs 6.20.2 or at the site whose duties and responsibilities shall be the 6.20.3 caused, directly or indirecily, in whole or in part, prevention of accidents and the maintaining and by CONTRACTOR, any Subcontractor, Supplier or any supervising of safety precautions aod programs. other person or orgaaization directly or indirectly , employod by any of them to perform or furnish any of the Hatard Communtcation Programs: Work or anyone for whose acts any of them may be liable, shall be remedied by CONTRACTOR (except 6.22. CONTRACTOR shall be respoasible fot damage or loss attributable to the fault of Drawings or coordinating Any exchange of material safety data sheets Specifications or to the acts or omissions of OWNER or or other hu.lyd communication information required to be ENGINEER or ENGINEER's Consvltant or smyoae made available to or exchanged between or among employed by any of them or anyone for whose acts any of employers at the site in accordance with Laws or them may be liable, and not attributable, directly or Regulations. indirectly, in whole or in part, to the fault or negligence of CONTRACTOR or any Subcootractor, Supplier or Emergencies: other person or organization directly or indirectly employed by any of them). CONTRAC'TOR's duties and 6.23. In emergencies affecting the safety or protection re.sponsibilities for the safety aod protection of the Work of persons or the Work or propecty at the site or adjacent shall continue until such time as all the Work is completed thereto, CONTRACTOR, without special instruction or and ENGINEER has issved a notice to OWNER and authorization from OWNER or ENGINEER, is obligated CONTRACTOR in accordance wit6 paragraph 14.13 that to act to prevent threatened damage, injury or loss. the Work is acceptable (except as ot6erwise expressly CONTRACTOR shall give ENGINEER prompt written provided in connection with Substantial Completion). notice if CONTRACTOR believes that any significant changes in the Work or variations from the Contract efore any Work at the site is sterted, Documents have been caused thereby. If ENGINEER ~ i C O N T R A C T O R s h e l l h a v e p r e p a r e d determines that a c6ange in the Contract Documents is ~ i CONTRACTOR's written plan for Project-speciPc required because of the action taicea by CONTRACTOR ~ i safety precaudons and programs, complete with in response to such aa emergency, a Work Change ' i respect to procedurts and ecdons that the Diroctive or Change Order will be issuod to document the i CONTRACTOR intends CONTRACTOR and all consequences of such action. i others as provided in paragraphs 6.20.1 and 13.2, to ' follow in ordei' for CONTRACTOR and all others to 6.24. Shop Drawings and Sumples: i comply with all applicable Laws and Regulations. i CONTRACTOR's plan for safety precautions and 6.24.1. CONTRACTOR shaU submit Shop Drawings i ~ programs shell have been approved and endorsed by to ENGINEER for review and approval in Accordance ~ = CONfRACTOR's designated safety representative i with the accepted or adjLLSted schedule of Sb" = required in paragraph 6.21. i gnwiago Submittals submissions (see paragraph 2.9). All erbmiuaie ~ CONTRACTOR she11 revise COIVTRACTQR's plan = Submittals will be identifiad as ENGINEER may i for safety preeeutions and programs at appropriate require and in the number of copies specified in tbe ~ times to retlect clwnges in construction conditions, the General Requirements. 'I`he data shown on the Shop i Worlc, CON1'RACTOR's means, metlads, techniques, Drawings wiU be complete wit6 respect to quantities, ' i sequences and procedwres of oonstruction, and the dimensions, specified performance and design criteria, ~ ~ requirements of psragreph 13.2. CONTRACTOR materials and similar data to show ENGINEER the ~ i shall disseninate the originel plan and revisions to all materials and oquipment CONTRACTOR proposes to I ~ others indicated in paragraph 6.20.1 and 13.2. provide and to enable ENGINEER to review the i information for the limited purposes required by ~ CONTRACTOR's platt for safety prccautions and paragraph 6.26. ~ ; programs will not require more stringent safety -equirements, training or other qualifications for all 6.24.2. CONTRACTOR shall also submit Samples to , others, including those specified in paragraph 13.2 and ENGINEER for review and approval in accordaace FJCDC GENERAL CONDtTIONS 191Q8 (1990 Edition) 1 S w/CH2M HILL MODIFICATIONS (REV 6/92) ~ with said acceptod schedule of ~ 6.26. ENGINEER will review and approve or i Saa'pla-eilboti" Submittals submissions. Each ~ disapprove or return as incomplete Shop Drawings and Sample will be identified clearly as to material, ~ Sacnples ia accordance with the schedule of Sbep Supplier, pertinent data such ss catalog numbers and ~ Submittals submissiots the use for which intended aod otherwise as accepted by ENGINEER a.s required by paragraph 2.9. ENGINEER may require to enable ENGINEER to ~ ENGINEER's review and approvat or disapprnval will be review the submittal for the limited purposes required ~ only to determine if the items covered by the srbeiti& by paragraph 6.26. The numbers of each Sample to = Submittals wi11, after installation or incorporation in the be submitted wi11 be as specified in the Specifications. Work, conform to the information given in the Contract Documents and be compatible with the design concept of ~ 6.25. Shop Drowtng ond Somplt Subntission Subm+" the completed Projxt as a functioning whole as indicated Procedures: by the Contract Documents. ENGINEER's review and ~ approval or disapproval will not extend to means, 6.25.1. Btfore submitting each Shop Drawing or methods, techniques, sequeaces or procedures of Sample, CONTRACTOR s6all have determined and construction (except where a particular means, met6od, verified: technique, sequeoce or procedure of construction is specifically and expressly called for by the Contract 6.25.1.1. all field measurements, quantities, Documents) or to sufety precautions or programs iacident dimensions, specified performance criteria, thereto. The review and approval of a separate item as installation requirements, materials, catalog such will not indicate approval of the assembly in which numbers and similar information with respect the item functions. COIV'TRACTOR shall make thereto, cornections required by ENGINEER, and shall returo the requirod number of corrected copies of Shop Drawings 6.25.1.2. all materials with respect to intended and submit as required new Sacnples for review and use, fabrication, shipping, handling, storage, approval. CONTRACTOR shall dirrect specific attention assembly and installation pertaining to the in writing to revisions other tban the correctioas called for performaace of the Work, and by ENGINEER on previous submittals. 6.25.1.3. all information relative to 6.27. ENGINEER's review and approval of Shop CONTRACTOR's sole responsibilities in respect Drawings ot Samples shall not relieve CONTRACTOR of ineans, methods, techniques, sequences and from responsibility for any variation from the procedures of construction and safety precautioas requirements of the Contract Documents unless und programs incident thereto. CONTRACTOR has in writing called ENGINEER's attention to each such variation at the time of submission CONI'RACTOR shall also have reviewed and as required by paragraph 6.25.3 and ENGINEER has coordinated each S6op Drawing or Sample wit6 ot6er given writtea approval of each such variation by a specific S6op Drawings and Samples and wit6 the requirements writtea notation thereof incorporatad in or accompanying of the Work and the Contract Documeuts. the Shop Drawing or Sample approval; nor will any approvai by ENGINEER relieve CONTRACTOR from i 6.25.2. Each eubeita~ Shop Drawing and Sample responsibility for complying with the requirements of : submission will bear a stamp or specific written paragrap6 6.25.1. indication that CONTRACTOR bas satisfied CONTRACTOR's obligations under the Contract 6.28. Where a Shop Drawing or Sample is required by Documents with respact to CON7'RACTOR's review j the Contract Documeats or the schedule of ShepPro ig ~ and approval of that milmitis submission. ~and-&emle Submittals submissions accepted by ENGINEER as rcquired by paragraph 2.9, aay relatad 6.25.3. At the time of each submission, Work performed prior to ENGINEER's review and CONTRAC?OR shall give ENGINEER specific ~ approval of the pertinent subFaii Submittal will be at writtea notice of such variations, if any, t6At the Shop the sole expense and responsibility of CONTRAC'TOR. Drawing or Sample submitted may have from the requiremeats of the Contract Documents, such notice Continuing the Work.• to be in a writtea communication separate from the submittsl; and, in addition, sha11 cause a specific 6.29. CONTRACTOR s6a11 cacry on the Woric aod aotation to be made on each Shop Drawing and adhere to the progress schedule during all disputes or Sample submitted to ENGINEER for review and disagreemeots with OWNER. No Worr s6a11 be delayed approval of eacb such variation. or postponed pending resolutioa of any disputes or EJCDC GENERAL CONDTTIONS 19108 (1990 Edition) wlCH2M HILL MODW7CA7IONS (REV 6/92) 19 disagreements, except as permitted by paragraph 15.5 or lndemni 'cation: as OWNER aod CONTRACI'OR may otherwise agree in writing. 6.31. To the fullest exteat permitted by Laws and Regulations, CONTRACTOR shall indemnify and hold 30. CON?RACTOR's General Warranty ctnd harmless OWNER, ENGINEER, ENGINEER's .;uarantee: Consultants and the officers, directors, employees, agents and other coasultants of each and any of them from and 6.30.1. CONTRACTOR warrants and guarantees to against all claims, costs, losses and dumages (including, OWNER, ENGIIVEER aad ENGINEER's Consultants but not limited to, all feas aod charges of engineers, tbat all Work will be in sccordaace with the Contract architects, attorneys and ot6er professionals and all court Documents and will not be defective. or arbitration or other dispute resolution costs) caused by, CONTRACTOR's warranty and guirantee hereunder arising out of or resulting from the performance of the excludes defects or damage caused by: Work, providod that any such claim, cost, loss or damage: (i) is attributable to bodily injury, sickness, disea,se or 6.30.1.1. abuse, modification or improper deatb, or to injury to or destruction of tangible property maintenance or operation by persons other than (other than the Work itself), including the loss of use CONTRACTOR, Subcontractors or Suppliers; or resulting therefrom, aad (ii) is caused in whole or ia part by any negligent act or omission of CONTRACTOR, any 6.30.1.2. normal wear and tes►r under normal Subcoatractor, any Supplier, any person or orgaaization usage. directly or indirectly employed by any of them to perform or furnish any of the Work or anyone for w6ose acts any 6.30.2. CONTRAC'fOR's obligation to perform and of them may be liable, regardless of w6ether or not complete the Work in accordance with the Contract caused in part by any negligence or omission of a person Documents shall be absolute. None of t6e following or entity indemnified hereunder or whetber lisbility is will constitute an acceptance of Work t6at is not in imposed upon such indemnified party by Laws and accordance with the Contract Documents or a release Regulations regardless of the negligence of any such of CONTRACTOR's obligation to perform t6e Woric person or entity. in accordance with the Contraet Documents: 6.32. In any and all claims against OWNER ot 6.30.2.1. observations by ENGINEER; ENGINEER or any of their res-pective consultants, ageats, officers, directors or employees by any employee (or the 6.30.2.2. recommendation of any progress or survivor or personal representative of suc6 employee) of final payment by ENGINEER; CONTRACTOR, any Subcontractor, any Supplier, any person or organiTation directly or indirectly employed by 6.30.2.3. the issuance of a certificate of any of them to perform or furnish any of the Work or Substantial Completion or any payment by anyone for whose acts any of them may be liable, the OWNER to CONTRAC'TOR under the Contract indemnification obligation under paragraph 6.31 sha11 not Documeats; be limited in any way by any limitatioa on the amount or ' type of damxges, compeasation or benefits payable by or 6.30.2.4. use or occupstncy of t6e Woric or any for CONTRACTOR or any suc6 Subcontractor, Supplier part t6ereof by OWNER; or ot6er person or organizatioo under workers' compensatioa acts, disability beoefit acts or other 6.30.2.5. any acceptance by OWNER or any employee benefit acts. failure to do so; 6.33. The indemnification obligations of 6.30.2.6. any review and approval of a Shop ~ CONTRACTOR shall not extend to ~ Drawing or Sample or "oc-equal" submittal or the the liability of ENGINEER and ENGINEER's ~ is.suance of a notice of wceptability by Consultants, officers, directors, employees or ageats ' ENGINEER purswant to paragraph 14.13; ~ caused by the i e m negligent preparadon or approval of 6.30.2.7, any in.spection, test or approval by ~ maps, Drawings, opinions, reports, suroeys, Change others; or = Orders, designs or Specifications. 6.30.2.8. any cornection of defectivr Woric by Survivat of Obligations: OWNER. j 6.34. All representations, indemnifications, warranties and guarantees made in, required by or given in FJCDC GENERAL CONDfTIONS 1910-8 (1990 FdiUon) 20 w/CH2M HII.L MODIFICATIONS (REV 6/92) accordanct with the Contract Documents, as well as aU in such other work that render it uaavzilable or unsuitable ' continuing obligations indicated in the Contract for the proper execution and results of CONTRAC"TOR's Documents, will survive final payment, completion and Work. CONTRACTOR's failure so to report will acceptance of the Work and terminatioa or completion of constitute an acceptance of such other work as fit and the Agreemeat. proper for integration with CONZ'RACTOR's Work except for latent or nonapparent defects and deficieocies in such other work. ARTICLE 7--01'HER WORK Coordination: 7.4. If OWNER contracts with others for the performance of other work on the Projoct at the site, the Related Work cu Site: following will be set forth in Supplementary Conditions: 7.1. OWNER may perform otber work related to the 7.4.1. the person, firm or corporation who will have Project at the site by OWNER's own forces, or let other aut6ority aad re.sponsibility for coordination of the , direct contcacts therefor which shall contain General activities among the various prime contractors will be I, Conditions similar to t6ese, or have other work performed identified; ' by utility owners. If the fact that such other work is to be perfortned was not noted in the Contract Documents, 7.4.2. the specific matters to be covered by such t6en: (i) writien notice thereof will be given to authority and responsibility will be itemized; and CONTRACTOR prior to starting any such other work and (ii) CONTRACTOR may make a claim therefor as 7.4.3. t6e extent of such authoriry and ~ provided in Articles 11 and 12 if CONTRACTOR responsibilities will be provided. I believes that such performance will involve additional expense to CONTRACTOR or requires additional time Unless otherwise provided in the Supplementary aad the parties are unable to agree as to the amount or Conditions, OWNER shall have sole authority and extent thereof. responsibility in respect of such coordination. 7.2. CONTRACTOR shall afford each other contractor who is a party to such a direct contract and each utility I owner (and OWNER, if OWNER is perfornung the ARTICLE 8--OWNER'S RESPONSIBILITIES additional work with OWNER's employees) proper and safe acce.ss to the site and a rea.sonable opportunity for the introduction and storage of materials and equipment and the execution of such other work and shall properly 8.1. Except as otherwise provided in these General connect and coordinate the Work with theirs. Unless Conditions, OWNER shall issue all communications to otherwise provided in the Contract Documents, CONTRACTOR through ENGINEER. CONTRACTOR shall do all cutting, fitting and patching of the Work that may be required to make its several 8.2. In case of termioation of the employment of parts come together properly aad integrate with such other ENGINEER, OWNER shall appoint an engineer against work. CONTRACTOR shall not eadaager any work of whom CONTRACTOR makes oo reasonable objxtion, others by cutting, excavating or ot6erwise altering their whose status under the Contract Documeots s6a11 be that work and will only cut or alter t6eir work with the written of the former ENGINEER. cansent of ENGINEER and the others whose work will be affected. The duties and responsibilities of 8.3. OWNER shall furnish the data required of CONTRACTOR under this paragraph are for the benefit OWNER under the Contract Documeats promptly and of such utility owners and other contractors to t6e exteat shall make payments to CONTRACTOR promptly when that there are comparable provisions for the benefit of they are due as provided in paragraphs 14.4 aad 14.13. CONTRACTOR in said direct coatracts between OWNER aad suc6 utility owners and other contractors. 8.4. OWNER's duties in respect of providing lands and easements and providing engineering surveys to establish 7.3. If the proper execution or results of any part of reference points are set forth in paragraphs 4.1 and 4.4. CONTRACTOR's Work depeads upon work performed Paragraph 4.2 refers to OWNER's identifying and making by others under this Article 7, CONTRACTOR shall available to CONTRACTOR copies of reports of inspect such other work and promptly report to explorations and tests of subsurface conditioas at the site ENGINEER in writing any delays, defects or deficiencies and drawings of physicai conditions in existing structures F.ICDC GENERAL CONDTi70NS 1914-8 (1990 Edition) w/CH2M Ha.L MODIFICATIONS (REV 6192) 21 at or contiguous to the site that have been utiliz i by shall not be extended without wntten consent of OWNER ENGINEER in prepxring the Contract Documents. and ENGINEER. 8.5. OWNER's responsibilities in respect of purchasing V'~sits to Siie: id maintaining liability and property insurance are set .)rth in paragraphs 5.5 through 5.10. 9.2. ENGINEER will make visits to the site at ietervals appropriate to the various stages of construction 8.6. OWNER is obligated to execute Change Orders as as ENGINEER deems neces.sary in order to observe as an indicated in paragraph 10.4. experienced and qualified design professioaal the progress that has been made and the quality of the various a.spacts 8.7. OWNER's re,sponsibility in respect of certain of CONTRAC'fOR's executed Work. Based on inspections, tests aod approvals is set forth in information obtained during suc6 visits and observations, paragraph 13.4. ENGINEER will eadeavor for the benefit of OWNER to decermine, in general, if the Woric is proceeding in 8.8. In coanxtion with OWNER's right to stop Work accordance with the Contract Documeats. ENGINEER or suspend Work, see paragraphs 13.10 and 15.1. will not be required to make exhaustive or continuous on- Paragrnph 15.2 deals with OWNER's right to terminate site inspections to c6eck the quality or quantity of the services of CONTRACI'OR under certain circumstunces. Work. ENGINEER's efforts will be directed toward providing for OWNER a greater degree of confideace that 8.9. 1'6e OWNER shall not supervise, direct or 6ave the completed Work will conform generally to the control or aut6ority over, nor be responsible for, Contract Documents. On the basis of such visits and on- CONTRACTOR's meaas, methods, techniques, sequences site observations, ENGINEER will keep OWNER or procedures of construction or the safety precautions informed of the progress of the Work and will endeavor and programs incident t6ereto, or for any failure of to guard OWNER against defective Work. ENGINEER's CONTRACTOR to comply with Laws and Regulations visits aad on-site observations are subject to all the applicable to the furnishing or performance of the Woric. limitatioas on ENGINEER's authority and responsibility OWNER will not be responsible for CONTR.ACTOR's set forth in paragraph 9.13, and particularly, but without failure to perform or furaish the Work in accordance with limitation, during or as a result of ENGINEER's on-site the Contract Documents. visits or obsen►atioas of CONTRACTOR's Work ENGINEER will not supervise, direct, control or have 10. OWNER's respoasibility in respect of undisclosed authority over or be responsible for CONTRACTOR's Asbestos, PCBs, Petroleum, Hazacdous Waste or means, methods, techniques, sequeaces or procedures of Radioactive Materials uncovered or revealed at the site is construction, or the safety prec:autions and programs set forth in paragraph 4.5. incideat thereto, or for any failure of CONTR.ACTOR to comply with Laws and Regulations spplicable to the 8.11. If and to the extent OWNER has agreed to furnish furnishing or perforiaaace of the Work. CONTRACTOR rea.sonable evidence that financial arrangemeats have beea made to satisfy OWNER's Project Representativt: obligations under the Contract Dacuments, OWNER's responsibility in respect thereof will be as set fort6 in the 9.3. If OWNER and ENGINEER agree, ENGINEER Supplementary Conditions. will furnis6 a Resident Project Representative to assist ENGINEER in providing more continuous observatioa of the Work. The respoasibilities and authority smd limitations theroon of aay such Resident Project ARTICL.E 9--ENGINEER'S STATUS DURING Representative and assistants will be as provided in CONSTRUCTION paragraph 9.13 and in the Supplementary Conditions. If OWNER designates anotber representative or ageat to represent OWNER at the site who is not ENGINEER's Consultant, ageat or employee, the responsibilities aad OWNER's Reprtstntative: authority sad limitations thereon of such other person will be as providad in the Supplementary Conditions. 9.1. ENGINEER will be OWNER's representative during the construction period. The duties and Clari, jcations und Inttrpretations: responsibilities and the limitations of authority of ENGINEER as OWNER's represeotative during 9.4. ENGINEER will issue with rea.sonable promptness xistruction are set forth in the Contract Documeots and suc6 written clarificatioas or interpretatioes of the I requirements of the Contract Documeots (i.a the form of E1CDC GENERAL CONDR70NS 1910-8 (1990 Edition) 22 w/CH2M HQ.L MODIFICATIONS (REV 6l92) ~ , ~ Drawings or otherwise) as ENGINEER may determine Determinations for Unit Prices: neces.sary, which shall be consistent with the intent of aad rca.SOaably inferable from the Coatract Documents. Such 9.10. ENGINEER will determine the actual quantities written clarifications and interpretations will be binding on and classifications of Unit Price Work performod by OWNER and CONTRAC"TOR. If OWNER or CONTRACTOR. ENGINEER will review with CONTRACTOR believes ihat a written clarification or CONTRACTOR the ENGINEER's preliminary interpretation justifies an adjustment in the Contracct Price determinations on such matters before rendering a written or the Contract Times and the parties are unable to agree ~ decision thereon to t6e amount or extent thereof, if any, OWNER or ~ ENGINEER's written CONTRACTOR may make a writtea claim therefor as = decisioa thereoo will be final and binding (except as pmvided in Article 11 or Article 12. ~ modified by ENGINEER to retlect changed factual j condidons) upon OWNER and CONTRACTOR, subject Authorized Variations in Work.• ~ to the appeal process in 9.11.1 end 9.11.2.-malee, ~ i , 9.5. ENGINEER may authorize minor variations in the ~ Work from the requirements of the Contract Documents ~ which do not involve an adjustmeat in the Contract Pnce ~ E;:oIN=; d ;i~; or the Contract Times and are compatible with t6e design ENGINEER's concept of t6e completed Project as a funetioning whole as indicated by t6e Contract Documents. These may be 6G74, antered.inta accumplished by a Field Order and will be binding on ~ OWNER and also on CONTRACTOR wbo shall perform ~Art-e1e-14, the Work involved promptly. If OWNER or ~ , CONTRACTOR believes that a Field Order justifies an ii adjustment in the Contract Price or the Contract Times ~ and the parties are unable to agree as to the amount or ~ • extent t6ereof, OWNER or CONTR.ACTOR may make a ~ , writtea claim therefor as provided in Article 11 or 12. j and . ~ ~ . 11. Rejecfing Defective Work: i Decisions on Disputes: 9.6. ENGINEER will have authority to disapprove or reject Work which ENGINEER believes to be defectivoe, 9.11. ENGINEER will be the initial interpreter of the or that ENGINEER believes will not produce a completed requirements of the Contract Documents and judge of the Projact that conforms to the Contract Documents or that acceptability of the Work thereunder. Claims, disputes will prejudice the integrity of the design coacept of t6e and other matters relating to the acceptability of the Work completed Project as a funetioning whole as indicated by or the interpretation of the requirements of t6e Contract the Contract Documents. ENGINEER will also have Documeats pertaining to the performaace and furnishing authority to require special inspection or testing of the of the Work and claims under Articles 11 and 12 in I Woric ss provided in paragraph 13.9, whether or not the re,spect of chxnges in the Contract Price or Contract Times I Work is fabricated, iastalled or completod. will be referred initially to ENGINEER in writing with a requcst for a formal decision in sccordance witb this Shop Drawings, Change Ordrrs and Payments: paragraph. Written notice of each suc6 claim, dispute or other aatter will be delivered by the claimaat to 9.7. In connoction with ENGINEER's authority as to ENGINEER and the other party to the Agraement Shop Drawings and Samples, see paragrap6s 6.24 through = promptly (but in no event later than-khiq4y ten days) aker 6.28 inclusive. the start of the occurrence or event giving rise thereto, and written supporting data will be submitted to 9.8. In connection with ENGINEER's authority as to ~ ENGINEER and the other party prompdy, Change Urders, see Articles 10, 11, aod 12. j but not Ie►ter then twenty days after the start of such i occurrence or event and monthly thereafter for 9.9. In connectian with ENGINEER's authority as to ~ continuing events unless ENGINEER allows an additional Applicatious for Paytoent, see Article 14. period of time for the submission of additional or more E1CDC GENERAL CONDTTIONS 1910-8 (1990 Edition) w/CH2M HILL MODEFICATIONS (REV 6/92) 23 accurate data in support of such claim, dispute or other ENGINEER's decision shall be final and binding matter. The opposing party shall submit any response to i unless a formal proceeding is irutituted within sixty ~ ENGINEER and the claimant within4hi#4y ten days after ~ days of the date of such-deeis+en delivery of written recoipt of the claimaat's last submittal (unless ~ notice of intention to further appeal, unless 'NGINEER allows additional time). ENGINEER will otherwise agreed in writing by OWNER and znder a formal decision in writing withinrdiifty ten days CON'TRACTOR. ~ after rpceipt of t6e opposing party's submittal, if any, or ~ within twenty days of reoeipt of clsimants Iast 9.12. When functioning as interpreter and judge under ~ submittal, in sccordanct with this paragraph (unless paragraphs 9.10 and 9.11, ENGINEER will not sbow i claimant allows an additional period of time). partiality to OWNER or CONTRACTOR and will not be liable in connection with any interpretatioa or decision ~ 9.11.1. ENGINEER's written decision on sucb claim, rendered in good faith in such capacity. The rendering of dispute or other matter will be finat and biading upoo a decisioo by ENGINEER pursuant to paragraphs 9.14 or ~ OWNER and CONTRAC'TOR unlessa, within ten 9.11 wit6 res-pect to any such claim, dispute or other i days after issuance of the ENGINEER's written matter (except any wtuch have been waived by the making i derision, either party appeals the decision by giving or acceptance of final paymeat as provided in i the other party and ENGINEER written notice of paragraph 14.15) will be a conditioa precedent to aay i request for executive negotiadon. Within ten days exercise by OWNER or CONTRACTOR of such rights or i of the delivery of said notice, senior repreSentatives remedies as either may otherwise 6ave under the Contract ~ of at leest the OWNER and CONTRACTOR, Documents or by Laws or Regulations in respect of any i having auchority to settle the dispute, and the such claim, dispute or other matter pursuant to Article 16. i ENGINEER shall meet at a mutually acceptable i time and place, and thereafter as often as they 9.13. Limitatrons on ENGINEER's Aurhoriry and ; reasonably aeen necessary, to exchange relevant Responsrbiliries: i infonnetion and to attempt to resolve the dispute. ~ 9.13.1. Neither ENGINEER's suthority or 9.11.2. In the event a mutually acceptable decision responsibility uader this Article 9 or under any other ~ cannot be reached through execudve negotiation provision of the Contract Documents nor any decision i within twenty days of the appealing party's notice, made by ENGINEER in good faith either to exercise ~ or mutually agreeable longer period, or if the party or not exercise such authority or responsibility or the receiving such notice will not meet within ten deys, undertaking, exercise or performance of any authority i OWNER or CONTRACTQR may declare, in or responsibility by ENGINEER shall create, impose i writing delioered to the other party and the or give rise to any duty owed by ENGINEER to ~ ENGINEER, the executive negotiation unsuccessful CONTRACTOR, any Subcontractor, any Supplier, i and mey initiate fwrther appeal. If further appeal any other person or organiiation, or to aay surety for i is to be rrude; (i)-m such appea ' or employee or agent of any of them. ~ deeieien is shall be taken within the timc limits and in ~ ~ aecordance with the method and proeedure for 9.13.2. ENGINEER will not supervise, direct, control ~ i resolvittg such claim, dispute or other tnatter or have aut6ority over or be responsible for ~ pleeadulee set fort6 in the Supplementary CONTRACTOR's means, methods, techniques, ~ Conditions seyuences or procedures of construction, or the safety j i AgFOOMM!", i precautions and programs incident thereto, or for any ~ pursuant to Article 16, or (ii) if no failure of CON'I'RACTOR to comply with Laws and ~ ~ such provision for dispute resolution $is}ote Regulations applicable to the furaishing or Rom'uiien has been prnvided such performance of the Work. ENGINEER will not be i ~ written nodce of intent to further appeal shall be responsible for CONTRACfOR's failure to perform i , or furnish the Work in accordance with the Contract from ' ' delivered by Documents. ~ OWNER or CONTRACTOR to the other and to i ENGINEER within thioy ten days after the date a€ 9.13.3. ENGINEER will not be responsible for the ~ upon which the execudve negotiation has been acts or omissions of CONTRACTOR or of any ~ declared unsuccessful Mie-hdes~siee-and a forimal Subcontractor, any Supplier, or of aay ot6er person or i ProceedinB-is may be instituted by the aPPealinB PartY organiiation performing or furnishing any of the in a forum of competent jurisdiction to exercise such Work• rights or remedies as the appealing party may have witb respect to such claim, dispute or ot6er matter in 9.13.4. ENGINEER's review of the final Application , accordance with applicable I.aws and Regulations. for Payment and accompanying documentatioa and all E1CDC GENERAL CONDR'IONS 1910-8 (1990 Edition) 24 w/CH2M HII.L MODQRCATIONS (REV 6/92) ~ ~ ~ maintenance and operating instructions, schaiules, i Contract Price or Contrect Tiines (or guarAntees, Boads and certificates of inspectioo, tests Milestones). and approvals and other documentatioa required to be i delivered - by paragrap6 14.12 will only be to j 10.1.2. In signing a Change Order, the OWNER determine generally that their conteot complies wit6 i and CONTRACTOR acknowledge and sgree thwt: the requirements of, and in the case of certificates of i inspections, tests and approvals that t6e results ~ 10.1.2.1. the stipulated compensation certified indicate complistnce with, the Contract ~ (Contract Pcice or Contract Times, oc both) set i Documents, except that OWNER shall determine ~ forth in the Change 4rder indudes payment ~ whether Bonds, certificates of insurance and release i for (i) the Cost of the Work cooered by the ~ = of Liens compl' with the Conq act Uocwnents. i Change Order, (ii) CONfRACTOR's fee for i overhead and profit, (iii) interruption of 9.13.5. The limitations upon authority and i progress schedules, (iv) deley and impact, responsibility set forth in this paragrap6 9.13 shall also ~ including cumulative impect, on other Work apply to ENGINEER's Consultaats, Resident Project ~ under the Contract Documents, and Representative sad assistxots. (v) extended overheads; i ~ i 10.1.2.2. the Change Order constitutes full ~ mutual acxord and satisfaction for tbe change i ARTICLE 10--CHANGES IN THE WORK i to the Work; t ~ ~ 10.1.2.3. no reservation of rights to pursue i subsequent claims on the Change Order will be 10.1. Without invalidating the Agreement and without ~ made by either party; and notice to any surety, OWNER may, at say time or from ~ time to time, order additions, deletions or revisioas in the ~ 10.1.2.4. no subsequent claim or amendment Work. Suc6 additions, delctions or revisions will be ~ of the Contract Documents wiU arise out of or authorized by a Written Aaendment, a Change Order, or ~ as e result of the Change Order. a Work Change Directive. Upon receipt of aay such documeot, CONTRACI'OR shall promptly Proceed with 10.2. If OWNER and COIYTRACTOR are unable to the Work involvod which will be performed under the agree as to the extent, if any, of an adjustment in the i applicable conditions of the Coatract Documents (except Contract Price or an adjustment of the Contract Times that as otherwise spocifics►lly provided). should be allowed ss a result of a Work Change Directive, a claim may be made therefor a.s provided in Article 11 or 10.1.1. OVYNER may, in anticipsttion of pcusibly Article 12. ordering an addition, deletion or revision to the Work, request CONTRACTOR to prepare a 10.3. CONTRACTOR shall not be eatitled to aa proposal of cost and times to perform OWNER's increase in the Contract Price or an eztension of the contemplated changes in the Work. Coatract Times wit6 respect to any Work performed that CONTRACTOR's written proposal shall be is not required by the Contract Documeats as amended, tranSmitted to tbe ENGINEER promptly, but not modified aad supplemented as provided in paragraphs 3.5 later than fourteen days after CONTRACTOR's and 3.6, except in tbe case of an ernergency as provided reoeipt of OWNER's written request and shall in paragraph 6.23 or in the ca9e of uncovering Work as runain a frm offer for a period not less than forty- provided in paragraph 13.9. tive days after receipt thereof by ENGINEER. 10.4. OWNER and CONTRAC'TOR shall execute 10.1.1.1. CON'fRAC'TOR is notauthorized to appropriate Change Orders recommeoded by ENGINEER pcoceed on an OWNER contemplated change in (or Written Amendments) coveriag: the Work prior to CONTRACTOR's receipt of e Change Order (or Work Ctwnge Directive) 10.4.1. c6anges in the Work which are (i) orderod by _ inoorpornting such ctwnge into the Work. OWNER pursuant to paragraph 10.1, (ii) required because of acceptance of defectivr Woric under 10.1.1.2. (i) OWNER's request for prnposel patagraph 13.13 or cornecting defectiv+e Wotic under or (ii) CONTRACTOR's failure to submit such paragrap6 13.14, or (iii) agreed to by the parties; proposal within the required time period will not justify a claim for an adjttstment in 10.4.2. cbaages in the Contract Price or Coottact Times which are agreed to by the parties; and EJCDC GENFRAL CONDTT[ONS 1914-8 (1990 F.dition) 25 w1CH2M HILL MODa1CAT10NS (REV 6192) K 4.3. c6anges in the Contract Price or Contract adjustment in the Contract Price wi11 be valid if not Times which embody the substsince of any written submitted in accordance with this paragraph 11.2. decision rwdered by ENGINEER pursuant to paragrap6 9.11; 11.3. The value of any Work covered by a Change Order or of any claim for an adjustment in the Contract ,.rovided that, in lieu of executing aay suc6 C6ange Price will be determined as follows: Order, an appeal may be taken from any such decision ia accordaace with the provisions of the Contract Documeats 11.3.1. where the Work involved is covered by unit and applicable Laws aod Regulatioos, but during any such prices contained in the Contract Documents, by appeal, CONTRACfOR shall carry on the Work and application of such uait prices to the quaatities of the adhere to the progress schedule ss provided in items involved (subject to the provisions of paragraph 6.29. paragraphs 11.9.1 through 11.9.3, inclusive); 10.5. If notice of any c6ange affectiag the general scope 11.3.2. where the Work involved is not covered by of the Work or the pmvisions of the Contract Documents ~ unit prices contained in the Contract Documents, by (including, but not limited to, Contract Price or Contract ~ a another mutually agreed payment basis, including Times) is tequired by the provisions of any Bond to be lump sum (which may include an allowance for given to a surety, the giving of any such notice will be overhead and profit not aeces.sarily ia accordance with CONTRACTOR's responsibility, and the amount of eacb ~ pacagraph 11.6.2), or new unit price items not applicable Bond will be adjusted accordingly. ~ necessarily derived in eccordance with i paragraph 11.4; 11.3.3. where the Work involved is aot covered by ART'ICLE l l--CHANGE OF CONTRACT PRICE uait prices contained in the Contract Documents and ~ agreemeot to a lump sum or other payment basis is not reac6ed under paragraph 11.3.2, on the basis of the Cost of the Work (determined as provided in 11.1. T6e Contract Price constitutes the total paragraphs 11.4 and 11.5) plus a CONTRAC"TOR's compensation (subject to authorized adjustments) payable fee for overhead and profit (determined as provided in C4NTRACTOR for perforiming the Work. All duties, paragraph 11.6). :sponsibilities and obligations assigned to or undertaken by CONTRAC'TOR shall be at CONTRACTOR's expense Cost of the WorJk• without change in the Contract Price. 11.4. T6e term Cost of the Work means the sum of all 11.2. The Contract Price may only be c6anged by a costs necessarily incurred and paid by CONTRACTOR in Change Order or by a Written Ameodment. Any claim the proper performance of the Work. Except as otherwise for an adjustment in the Cootract Price shall be based on may be agreed to in writing by OWNER, such costs shall wricten notice delivered by the party making the claim to be in amounts no higber than those prevailing in the the other party and to ENGINEER promptly (but in no locality of the Project, shall include only the following ~ eveat later tban dkif4y ten days) after the start of the items and shall not include any of the costs itemized in occurrence or event giving rise to the claim and statiag paragraph 11.5: the general nature of the claim. Notice of the amount of ~ the claim with written supporting data shall be dMiyered 11.4.1. Payroll costs for employocs in the direct ~ wMis-si*ty submitted to ENGIlVEER and the other employ of CONTRAC"TOR in the performance of the ~ ~ pacty promptly, but not later than twenty days after the Work under schedules of job classifications agreed ~ start of such occurrence or event and monthly thereafter upon by OWNER and CONTRACTOR. Such ~ ~ for condnuing events (unless ENGINEER allows employees shall iaclude without limitation additionAl time for claimant to submit Additional or more superinteadents, foremen and other personnel accurate data in support of the claim) and shall be employed full-time at the site. Payroll costs for accompanied by claimant's written statemeat that the employees not employed full-time on the Work s6a11 i adjustment claimed covers all knewm-amounts to whic6 be apportioned on the basis of t6eir time spent on the the claimant is entitled as a result of said occurrence or Work. Payroll costs shall include, but not be limited eyeat. All claims for adjustment in the Cootract Price to, salaries and wages plus the cost of fringe benefits s6all be determined by ENGINEER in accordence with which shall include social security contributions, paragraph 9.11 if OWNER and CON7RACTOR canaot unemployment, excise and payroll taxes, workers' therwise agree oo the amount involved. No claim for an compeasation, health and retirement benefits, boouses, sick leave, vacatioa and holiday pay appliceble EJCDC GENERAL CONDCTIONS 1910-8 (1990 Edicion) 26 w/CH2M H[LL MODIFiCAT10NS (RfiV 6192) thereto. '['he exPense-s of performing Work after ~ 11.4.5.3. Rentals of &4-consttuctioo equipment regular worlcing hours, on Saturday, Sunday or legal ~ and machinery and the parts thereof hAVing a holidays, sball be included in the above to the extent i replacement value in excess of $1,000, whother ...thorizea by oWNER. ~ +'eetedowned by CONTRACTOR or rented or tea,~ed from othess in accotdaace with 11.4.2. Cost of all materials and equipment furnis6ed = paregtaphS 11.4.5.3.1 through 11.4.5.3.11 and incorporated in the Woric, including costs of ~ trans-porfation and storage thereof, and Suppliers' field ~ services requirei in connection therewith. All cash i , iowimg, , dixounts shall accrue to CONTRACTOR unless aed ramewP %heraef-QU ifl OWNER deposits funds with CONTRACTOR with ~ . which to make payments, in whic6 case the cas6 T6e rental of any such equipmeat, machinery or discounts shall accrue to OWNER. All trade parts shall cease when the use thereof is no longer discounts, rebates and refunds and returns from sale of necessary for the Work surplus materials and equipment s6a11 accrue to OWNER, and CONTRACTOR shall malce provisions ~ 11.4.5.3.1. Full rental costs for IeasE.~d so that they may be obtsLined. i equipment shati not eacceed the rates listed i in the Reotal Rate Blue Book published by 11.4.3. Payments made by CONTRAC'TOR to the i Dataquest, Inc., Palo Alto, California, as Subcontractors for Work performed or furnished by ~ adjusted to the regional area of the Projeci. Subcontractors. If required by OWNER, ~ Owned equipment costs shell not exceed CONTRACTOR shall obtain competitive bids from ~ the single shift rates established in the Cost Subcontractors acceptstble to OWNER and ~ Reference Guide (CRG) for CotLStniction CONTRACTOR and shall deliver such bids to i Equipment aiso published by Dataquest, OWNER who will t6en determine, with the advice of i Inc. The most retent- published edition in ENGINEER, which bids, if any, will be accepted. If ~ effect at the commencement of the actual any subcontract provides that the Subcontractor is to ~ eqwpment use shall be used. be paid on the basis of Cost of the Work plus a fee, ~ the Subcoatractor's Cost of the Work and fee sball be ~ 11.4,5.3.2. Rates shall apply to equipment determined in the same manner as CONTRACTOR's ~ in go►od working condidon. Equipment not Cost of the Work and fee as provided in i in good condition, or larger t.han required, parAgraphs 11.4, 11.5, 11.6 and 11.7. All ~ may be rejected by ENGIIYEER or subcontrncts shall be subject to the other provisions of ~ accepted at reduced rsites. the Contract Documeots insofar as applicable. ~ i 11.4.5.3.3. Leased Eqwpment: For 11.4.4. Costs of special coasultants (including but not ~ equipment leased or rented in asm's length limited to engineers, architects, testing taboratories, ; transactions from outside vendors, the surveyors, attorneys and accountants) employed for i maximum ratcs shall be determined by the services spacifieally related to the Work. ~ following: i i 11.4.5. Supplemental costs including the following: ~ Blue Book j Actual Usan Pavment Catcgorv 11.4.5.1. T'he propvrtion of necessary ~ transportation, travel and subsisteoce expenses of ~ Less than 8 hours Hourty Rate ~ CONTRACTOR's employees iacurred in = 8 or more hours but discharge of duties connected with the Work. ~ less than 7 days Daily Rate ~ 11.4.5.2. Cost, including transportation and i 7 or more days but maiatenaoce, of all materials, supplies, oquipment, less than 34 days Weekly Rate machinery, appliances, office and temporary 30 days or more Monthly Rate facilities at the site aad hand tools not owned by the workers, which are coasumed in the ~ performance of the Work, and cost less market i Arni's length rental and lease transactions value of such items used but not consumed which are those in which the Pnn involved in the remain the property of CONTRACTOR. ~ rent81 or lease of equipment is 'not i as.sociated with, owned by, have common FJCDC GENFRAL CONDR'IONS 1910-8 (1490 Edition) wlCH2M HE.i. MODIFICATIONS (REY 6/92) 27 r management, directorship, facil;ties and/or ~ p;oce or equipment exceed the norrnal ~ StOCkholdet's with the firm renting the ~ Work or shift schedule established for the i equipment. ; Project. It is agreed that this rnte shall i ~ reptesent payment in full for all the 11.4.5.3.4. Leased Equipment in Use: ~ CONTRACTOR's direct costs. When Actual equipment LLse time documented by i ENGINEER determines that the equipment i the ENGINEER shall be the basis that the i is not needed to condnuously remain at the i equipment was on and udlized at the i Work site, payment will be limited to the i Project site. In addition to the leasing rate ~ actual hours in use. i above, equipment operational casts shall be i ~ paid at the estimeted hourly operating oost = 11.4.5.3.8. Owned and Other Equipment, i rate set forth in the Blue Book if not i Multiple Shifts: For multiple shift i already included in the lease rate. The i operadons, the CRG single shift total i hours of operation shall be ba.sed upon ; hourly costs rate shall apply to the ~ actual equipment usage to the nearest ~ operating equipment during the tirst shift. ~ quarter hour, as recorded by the ~ For all subsequent shifts, up to two in a ~ ENGINEER. i day, the operating rate shall be the sum of i i the total hourly CRG opemting cost and i 11.4.5.3.5. Lea.sed Equipment, When Idle i 60 percent of the CRG ownership and i (Standby): Idle or standby equipment is ' overhaul expense. Payment for idle or i equipment on-site or in transit to and from ~ standby time for second and third shifts i the Work site and necessary to perform the i shell be 20 percent of the CRG ownership ~ Work under the modificadon but not in i and overhaul expense. i actual LLse. Idle equipment time, as i i docwnented by the ENGINEER, shall be i 11.4.5.3.9. When necESSary to obtain i paid at the leasing rate determined in i owned equipment from sources beyond the i 11.4.5.3.2, excluding operadonal costs. i Project limits, the actual cost to transfer i ~ the equipment to the Work site and return i 11.4.5.3.6. Owned and Other Equipment in i it to its original location will be allowed as ' Use: Equipment rates for owned i an additional item of expense. Move-in equipment or equipment provided in other i and move-out allowances will not be made i than arm's length transacdon shall not i for equipment brought to the Project if the i exceed the single shift total houriy costs i equipment is also LLsed on original contract i rate developed in accordance with the CRG i or related Work. i and as modified herein for multiple shifts. ~ i This total hourly rate will be paid for each ~ If the move-out dest;nadon is not to the i hour the equipment actually performs ~ original location, the payment for move-out ' work. The hours of operation shall be j will not exceed the payment for the move- ~ based upon actual equipment usage as in. i recorded by the ENGINEER. It is agreed ~ that this rate shall represent payment in ~ If the move is made by common camer, i full for all the CONTRACTOR's direct i the allowance will be the amount paid for ~ costs. the freight. If the equipment is hauled i with the CONTRACTOR's own forces, ~ 11.4.5.3.7. Owned and Other Eqwpment, i rental will be allowed for the hauling unit = When Idle (Standby): Equipment neces,sary i plus the hauling unit operator's wage. If ~ to be on-site to peiform the Work on single ~ equipment is trar~sferred under its own ~ shift operations, but not utilized, shall be = power, the rental will be 75 percent of the i paid for at the ownership hourly expense ~ appropriate total houriy costs for the ~ rate developed in accordance with the = equipment, without attac.tunents, plus the i CRG, provided its presence and nece.ssity ~ equipment operator's wage. i on-site has bcen documented by the i ~ ENGIIVEER. Peyment for idle time of i Charges for time utilized in servicing i portions of a normal workday, in ~ equipment to ready it for use prior to 1 = conjunction with original contract Work, = moving and similar charges wili not be will not be allowed. In no event shall tbe i allowed. , idle time claimed in a day for a particuler FJCDC GENFRAL CONDIf10NS 1910-8 (1990 Edition) 28 w/CH2M HILL MODffICAT10NS (REV 6192) j 11.4.5.3.10. Where a breskdown occurs of them or for w6ose acts any of them may be ~ on any piece of owned equipment, payment liable. Such losses shall include settlements mnde ~ shall cease for that equipment and any with the writtea consent and approval of other owned equipment idled by the OWNER. No such losses, damages and expeases ~ breakdown. sball be included in the Cost of the Work for the i i purpose of determining CONTRACTOR's fee. ~ If any part of the Work is shut dovm by If, howcvcr, any such loss or damage requires ~ the 4WNER, standby time will be paid roconstruction and COIVTRAC'fOR is placed in during nonoperating hours if dioersion of charge thereof, CONTRAC'TOR shall be paid for i eqwpment to other Work is not practicable. services a fee proportionate to that stated in i ENGINEER reserves the right to cease paragraph 11.6.2. standby time peyment when an extended ~ shutdovm is anticipated. 11.4.5.7. The cost of utilities, fuel and sanitary ~ facilities at the site. ~ ~ 11.4.5.3.11. If a rate has not been i ~ esteblished in the CRG for owned 11.4.5.8. Minor expeoses such as telegrams, ~ eqwpment, the CONTRACTOR may: long distance telephonc calls, telep6one service at ~ the site, expressage and similar petty cash items ~ 11.4.5.3.11.1. if epproved by the in connection with tbe Work. ~ ENGINEER, use the rate of the most I ~ similar model found, considering such 11.4.5.9. Cost of premiums for additioaal j eharacteristies as manufacturer, Bonds and insurance required because of changes i capacity, horsepower, age, and fuel in the Work. i type, or i 11.5. The term Cost of the Work shall not include aay ~ 11.4.5.3.11.2. request Dataquest Inc. of the following: i to furnish a written response for a rate i on the equipment, which shall be 11.5.1. Payroll costs and other compensation of i presented to the ENGINEER for CONTRACTOR's officers, executives, principals (of ~ approval, or partnership and sole proprietorships), general ~ managers, engineers, architects, estimators, attomeys, ~ 11.4.5.3.11.3. request the ENGINEER auditars, accountants, purchasing and contracting ~ to establish a rate. ageats, expeditors, tiinekeepers, clerks and other personnel employed by C4NTRACI'OR whether at 11.4.5.4. Sales, consumer, use or similar taxes the site or in CONTRACTOR's principal or a braach related to the Work, and for which office for general administration of the Woric and not CONTRACTOR is liable, imposed by Laws and specifically included in t6e agreed upon schedule of Regulations. job classifications referred to in paragrap6 11.4.1 or spacifically covered by paragraph 11.4.4--all of which 11.4.5.5. Deposits lost for causes other than are to be considered admiaistrative costs covered by negligeoce of CONTRACTOR, any Subcontractor the CONTRACTOR's fee. or anyone directly or indirectly employed by any of them or for whose acts any of them may be 11.5.2. Expenses of CONTRACTOR's principal and liable, and royalty payments and fees for permits branch offices other t6an C4NTR.AC'TOR's office st and liceases. t6e site. 11.4.5.6. Losses and damages (and relatsd 11.5.3. Any part of CONTRACTOR's capital ~ expenses) caused by damage to t6e Work, not expenses, including intsrest on CONTRACTOR'S compensated by insurance or otberwise, sustained capital employed for the Work and charges against by CONTRACTOR in connection wit6 the CONCRACTOR for delinquent payments. performaoce and furnishing of t6e Work (except losses and damages within the deductible amounts 11.5.4. Cost of premiums for all Bonds and for all of property insurance establis6ed by OWNER in insurance whether or not CONTRACTOR is requered accordance with paragraph 5.9), provided they by the Contract Documeats to purc6ase and maintain , have resulted from cAUSes ot6er thaa the t6e same (except for the cost of premiums covered by ' negligence of CONTRACTOR, any Subcontractor, subparagraph 11.4.5.9 above). or anyone directly or indirectly employed by any E1CDC GENERAL CONDifIONS 1910-8 (1990 Edition) w/CN2M HILL MODffICATIONS (REV 6/92) 29 11.5.5. Costs due to the negligence of basis of the net change in accordance with CONTRACTOR, any Subcontrattor, or anyone paragraphs 11.6.2.1 through I1.6.2.5, inclusive. directly or indiroctly employed by any of them or for whose acts any of them may be liable, including but 11.7. Whenever the cost uf aay Work is to be not limited to, the correctioa of defective Work, determined pursuant to paragraphs 11.4 and 11.5, disposal of materials or equipment wrongly supplied CONTRACTOR will establish and maintj►in recards and making good any damage to property. thereof in sccordance with generally accepted accounting practices and submit in form acceptable to ENGINEER an 11.5.6. Other over6ead or general expense costs of itemized cost breakdown together with supporting data. any kind and the costs of any item not specifically and expressly included in paragraph 11.4. Cash AllowancYS: 11.6. The CONTRACTOR's fee allowed to 11.8. It is understood that CONTRACTOR bas included CONTRACTOR for overhead and profit s6a11 be in the Coatract Price all allowances so oamed in the determined as follows: Contract Documents and shall cause t6e Woric so covered to be furnis6ed and performed for such sums as may be 11.6.1. a mutually scceptable fixed fee; or acceptable to OWNER and ENGINEER. CONTRACTOR agrees t6at: 11.6.2. if s fixed fee is not agreed upon, theu a fee based on the following percentages of the various 11.8.1. the allowances include the cost to portions of the Cost of the Work: CONTRACTOR (less any applicable trade discounts) of materials and equipment required by the allowances 11.6.2.1. f o r c o s t s i n c u r r e d u n d e r to be delivered at the site, and all applicable taxes; paragraphs 11.4.1 and 11.4.2, the and CONTRACTOR's fee shall be fifteen percent; 11.8.2. CONTRAC"fOR's costs for unloading and 11.6.2.2. f o r c o s t s i n c u r r e d u n d e r handling on the site, labor, installation costs, paragrap6 11.4.3, tbe CONTRAC'TOR's fee shall overhead, profit and other expenses contemplated for be five percent; the allowances have been included in the Contract Price and aot in the allowances aad no demand for 11.6.2.3. where one or more tiers of additional payment on account of any of the foregoiag subcontracts are on tbe basis of Cost of the Work will be valid. plus a fee aod no fixed fee is agreed upon, the intent of paragraphs 11.4.1, 11.4.2, 11.4.3 and Prior to final payment, an appropriate Change Order will 11.6.2 is that the Subcontractor who actually be issued as recommended by ENGINEER to reflect performs or furnishes the Work, at whatever tier, actual amounts due CONTRACTOR on accouat of Work will be paid a fee of fifteen perceat of the costs covered by allowances, and the Contract Price shall be incurred by such Subcoatractor under paragraphs corres-pondingly adjusted. 11.4.1 and 11.4.2 and that any hig6er tier Subcontractor and CONTRACTOR will each be 11.9. Unit Price Work• paid a fee of five percent of the amount paid to the next lower tier Subcontractor; 11.9.1. Where t6e Contract Documeats provide that all or part of the Work is to be Unit Price Work, 11.6.2.4, no foe shall be payable on the basis of initially the Contract Price will be deemed to include costs itemized under paragrap6s 11.4.4, 11.4.5 for all Unit Price Work an amount equal to the sum of and 11.5; the established unit prices for each separately identified item of Unit Price Work times the estimated 11.6.2.5. the amount of credit to be allowed by quantity of eech item as indicated io the Agreement. CONTRACTOR to OWNER for any change T'he estimated quantities of items of Unit Price Work whicb results in st aet decrease in cost will be the are not guaranteed and are solely for the purpose of amount of t6e actual net decrease in cost plus a comparison of Bids and determining an initial deduction in CONTRAC'TOR's fee by an amount Contract Price. Determinations of the actual equal to five perceat of such net decrease; aod quantities aad classifications of Unit Price Work performed by CONTRACTOR will be made by 11.6.2.6. when botb additions aad credits are ENGINEER ia accordance with paragraph 9.10. involved in any one change, the adjustment in CONTRACTOR's fee shall be computed on the FJCDC GENERAL CONDR70NS 1910-8 (1990 Edicion) 30 w1CH2M H1LL MODIFICATIONS (REV 6192) 11.9.2. Each unit price will be deemed to include an adjustmeat in the Contract Times (or MilestonGS) will be amount considcred by CONTRAC'TOR to be adequate valid if not submitW in accordaace with the requiremeots to cover CON7'RACTOR's overhead and profit for of this paragraph 12.1. each separitely identified item. 12.2. All time limits stated in the Contract Documents 11.9.3. OWNER or CONTRACTOR may make a are of the essence of the Agreement. claim for an adjustment in the Contract Price in accordance with Article 11 if: 12.3. Where CONTRACTOR is prevented from completing aay part of the Work within the Contract 11.9.3.1. the quantity of any item of Uait Price Times (or Milestones) due to delay beyond the control of Work performed by CONTRAC'fOR differs CONTRACTOR, the Contract Times (or Milestones) will mAterially snd significantly from the estimated be extended in an amount equal to time lost due to such quantity of suc6 item indicated in the Agreemeat; delay if a claim is made therefor as provided in and paragraph 12.1. Delays beyood the control of CONTRAC'TOR s6all include, but not be limited to, acts 11.9.3.2. there is no corresponding adjustment or neglect by OWNER, acts or neglect of utility owners with res-pwt to any other item of Work; and or other contractors performing other work as contemplated by Article 7, fires, floods, epidemics, I 11.9.3.3. if CONTRAC'fOR believes t6at abnormal weather conditions or acts of God. Delays CONTRACl'OR is eotitled to an increase in attributable to and within the control of a Subcontmctor or Contract Price as a result of having incurred Supplier sball be deemed to be delays within the control additional expense or OWNER believes that of CONTRACTOR. OWNER is entitled to a decrease in Contract Price and the parties are unable to agree as to the 12.4. Wbere CONTRACTOR is prevented from amount of any such increase or decrease. completing any part of the Work within the Coatract Times (or Milestones) due to delay beyond the control of both OWNER and CONTRACTOR, an extension of the Contract Times (or Milestones) in an amount equal to the ARTICLE 12--CHANGE OF CONTRACT TIMES time lost due to such delay shall be CONTRACTOR's sole and exclusive cemedy for such delay. In no eveat shall OWNER be liable to CONTRACTOR, aay Subcoatractor, any Supplier, any other person or organization, or to any 12.1. The Contract Times (or Milestones) may only be surety for or employoe or ageot of any of them, for c6anged by a Change Order or a Written Amendment. damages arising out of or resulting from (i) delays cswsed Any claim for aa adjustment of the Contract Times (or by or within the coatrol of the CONTRAC'TOR, or Milestones) shall be ba.sed on written notice delivered by (ii) delays beyond the control of both pasties including, the party making the claim to the other party and to but not limited to, fires, floods, epidemics, aboorimal ~ ENGINEER promptly (but in no event later than igoy weather conditioas, acts of God or acts or neglect by ~ ten days) after the start of the occurrence ef~a or eveot utility owners or other contractors performing other work , giving rise to the claim and stating the general natum of as contemplated by Article 7. ~ the claim. Notice of the extent of the claim with written I ' supporting data shall ~ submitted to ENGITTEER and the i other party prompdy, but not later than twenty days ARTICLE 13--TESTS AND INSPECTIONS; ~ ef'ter the start of such occurrence or event and CORREC'I'ION, REMOVAL OR ACCEPTANCE OF i monthly thereafter for continuing events (unless DEFEC77VE WORK ENGINEER allows additional ti for the ~ submission of additional or more accurate data in i support of the claim) and shall be accompaaied by the claimant's written statemeot thst the sdjustmeat claimed 13.1. Notice of Defects: is the entire adjustment to which the claimant has reason to believe it is entitled as a result of the occucrence of Prompt notice of all defcctivr Work of which OWNER or said event. All claims for adjustmeot in the Contract ENGINEER have actual knowledge will be given to Times (or Milestones) shall be determined by ENGINEER CONTRACTOR. All defectivr Work may be rejected, in accordance with paragrsph 9.11 if OWNER and corrected or accepted as provided in this Article 13. CONTRACTOR cannot otherwise agree. No claim for an EJCDC GENFRAL CONDTI70NS 1910-9 (1990 Edition) w/CH2M HILL MODERCATIONS (REV 6/92) 31 AccYSS to Work• 13.6. If any Work (or the work of others) tha' is to be inspected, tested or approved is covered by 13.2. 0 W N E R, E N G I N E E R, E N G I N E E R' s CONTRACl'OR without written concurrence of Consultants, otber representatives aod personnel of ENGINEER, it must, if requested by ENGINEER, be 'WNER, independent testing laboratories and uncovered for observation. ,,overnmental ageacies with jurisdictional interests will have access to the Woric at rea.sonable times for their 13.7. Uncovering Work as provided in paragraph 13.6 observation, inspecting and testing. CONTRACTOR shall be at CONTRACTOR's expense unless shall provide them proper and safe conditions for such CONTRACTOR has given ENGINEER timely notice of acce,ss aad sdvise them of CONTRACfOR's siLe safety CONTRACTOR's intention to cover the same aod procedures and programs so that they avty comply ENGINEER bas not acted with rea.soaable pmonptness in therewith as applicable. response to such notice. Tists and Inspection.s: Uncov+ering Work.• j 13.3. CONTRACTOR is responsible for the initial 13.8. If any Work is covered coatrary to the written i snd subsequent inspections of CONTRACTOR's Work request of ENGINEER, it must, if requested by ~ to ensure that the Work confornm with the Contrsc! ENGINEER, be uncovered for ENGINEER's observation i Dociunents. CONTRACTOR shall ,give ENGINEER and replaced at CONTRAC'TOR's expense. i timely notice of readiness of the Work for all non- ~ CONTRACTOR required inspectioas, tests or approvals, 13.9. If ENGINEER considers it neces.sary or advisable and shall cooperate with inspection and testing personnel that coverad Work be observed by ENGINEER or to facilitate raquiced inspections or tests. inspected or tested by others, CONTRACI'OR, at ENGINEER's request, shall uncover, expose or otherwise 13.4. OWNER shall employ and pay for the services of make available for observatioa, inspection or testing as ~ ao indepeadent testing laboratory to perform all non- ENGINEER may require, that portion of the Work in ~ CONTRACTOR inspections, tests, or approvals required question, furnishing all necessary labor, material and by the Contract Documents except: equipment. If it is found that such Work is dejective, CONTR.AC'TOR shall pay all claims, costs, losses aad 13.4.1. for inspections, tests or approvals covered by damages caused by, arising out of or resulting from such paragraph 13.5 below; uncovering, exposure, observation, inspection and testing and of satisfactory replacement or reconstruction, 13.4.2. that costs incurred in connection with tests or (including but not limited to all costs of repair or inspections conducted pursuant to paragraph 13.9 i replacement of work of others); and OWNER shtg may below shall be paid as provided in said be entitled to aa appropriate decrea.se in the Contract paragcap6 13.9; and Pnce, and, if the parties are unable to agree as to the amount tbereof, may make a claim therefor as provided in 13.4.3. as otherwise specifically provided in the Article 11. If, however, such Work is not fouod to be Cootraet Documents. de, fective, CONTRACTOR shall be allowed an increase in the Contract Price or an extension of the Contract Times 13.5. If Laws or Regulations of any public body baving (or Milestones), or both, directly attributable to such jurisdiction require any Work (or part thereof) specifically uncovering, exposure, observation, inspection, testing, to be inspected, tested or approved by an employee or replacement and reconstruction; and, if the patties are other representative of such public body, CONTRACTOR unable to agree as to the amount or extent thereof, shall assume full responsibility for arrangiwg and CONTRACTOR may make a claim therefor as provided obtaining sucb inspections, tests or approvals, pay all in Ariicles 11 and 12. costs in connection therewith, and furnish ENGINEER the required certificates of inspection, ot approval. OWNER May Stop the Work• CONTRACTOR shall also be respoasible for arraaging and obtaining and shall pay all costs in connection with 13.10. If the Work is defective, or CONTRACTOR fails any inspections, tests or approvals required for OWNER's to supply sufficient skilled woricers or suitable materiAls or and ENGINEER's acceptance of materials or equipment equipment, or fails to furnis6 or perform the Work in such to be iacorporated in the Work, or of materials, mix a way that the completed Work will conform to the ~ designs, or equipment submitted for approval prior to Contract Documeats, OWNER may order CONTRACI'OR's purcbase thereof for incorporatioa in CON1'RAC'TOR to stop the Work, or any portion tbereof, 'ie Work. until the csuse for suc6 order has been eliminated; however, this right of OWNER to stop the Work shall not EJCDC GENERAL CONDtT10NS 1910-8 (1990 Edition) 32 w/CH2M HILL MODffICATIONS (REV 6J92) give rise to any duty on the part of OWNER to exercise Repetitive malfunction of an equipment or product this right for the benefit of CONTRACTOR or any surety ~ item shall be cause for replacement and an or other party. ~ extension of the correcdon period to a date one i year following acceptable replaconent. A Correction or Rnrioval of Defective Work i repetitive melfunction shall be ~ned as the third i feilure of en equipment or product item following 13.11. If required by ENGINEER, CONTRACTOR s6a11 ~ original acceptance. pmmptly, as directed, either correct a11 defective Work, whether or not fabricated, installed or completed, or, if Acceptance of Defective Work ~ the Work has been rejected by ENGINEER, remove it from the site and replace it with Work that is aot 13.13. If, instead of requiring correction or removal and defectiv+e. CONTRACTOR shall pay all claims, costs, replacemeat of defective Work, OWNER (and, prior to losses and damages caused by or resulting from suc6 ENGINEER's recommeodation of final payment, also I correctioa or removal (including but not limited to all ENGINEER) prefers to accept it, OWNER may do so. costs of repair or replacement of work of others). CONTRACTOR shall pay all claims, costs, losses and damages attributable to OWNER's evaluation of and 13.12. Correction Period: determination to accept such defective Work (such costs to be approved by ENGINEER as to rea.souableness). If aay 13.12.1. If within one year after the date of such acceptance occurs prior to ENGINEER's Substaatial Completion or such longer period of time recommendatioa of final payment, a Change Order will be as may be prescribed by Laws or Regulations or by issued incorporating the necessary revisions in the I the terms of any app{icable special gvarantee required Contract Documents with respect to the Work; and by the Contract Documents or by any specific OWNER shall be entitled to an appropriate decrease in the provision of the Coatract Documents, any Work is Contract Price, and, if the parties are unable to agree as found to be defective, CONTRACTOR sha11 promptly, to the Amount thereof, OWNER may make a claim without cost to OWNER and in accordaace with therefor as provided in Article 11. If the acceptance OWNER's written instructions: (i) correct such occurs after such recommeadation, an appropriate amount defective Work, or, if it has been rejected by will be paid by CONTRACTOR to OWNER. OWNER, remove it from the site and replace it with Work t6at is not defective, and (ii) satisfactorily OWNER Mcry Correct Dejeetive Work.• cornact or remove and replace any damage to other Work or the woric of others resulting t6erefrom. If 13.14. If CONTRACTOR fails within a reasonable time CONTRACTOR does not promptly comply with t6e after written notice from ENGINEER to correct defectiv+e terms of suc6 instructions, or in an emergency where Work or to remove and replace rejected Work as required I delay would cause serious risk of loss or damage, by ENGINEER in accordance with paragraph 13.11, or if OWNER may have the defcctive Work cornected or CONTRACfOR fails to perfortn the Work in accordance the rejected Work removed and replaced, and all with the Contract Documents, or if CONTRACI'OR fails claims, costs, losses and damages caused by or to comply with any otber provision of the Contract resulting from such removal and replacement Documents, OWNER may, after sevea days' writtea (including but oot limited to all costs of repair or notice to CONTRACTOR, correct and remedy aay suc6 replacement of work of others) will be paid by deficieacy. In exercising the rights and remedies under CONTRACTOR. this pxragraph OWNER s6a11 proceed expoditiously. In comection with such cornective aad remedial action, 13.12.2. In special circutnstances where a particular OWNER may exclude CONTRACTOR from all or part of item of equipment is placed in contiauous service t6e site, take possession of all or part of t6e Work, and btfore Substantial Completion of all tbe Work, the suspeod CONTRACTOR's services related thereto, take corroction period for that item may start to run from possession of CONTRACTOR's tools, appliances, an earlier date if so provided in t6e Specifications or construction equipment and machinery at the site and by Written Amendmeat. incorporate in the Work a11 materials and equipment stored at the site or for which OWNER has pAid CONTRACTOR 13.12.3. Where defective Work (and damage to but which are stored elsewhere. CONTRACTOR shatl ot6er Work rtsulting therefrom) bas been carrected, allow 4WNER, OWNER's representatives, agents aad removed or replaced under this paragraph 13.12, the employecs, OWNER's otber cantractors aod ENGINEER conection period hereunder with re.spect to such Work and ENGINEER's Consultants access to t6e site to enxble will be extended for an additional period of one year OWNER to exercise the rights and remedies under this after such correction or removal and replacement has paragraph. All claims, costs, losses and damages incurred been satisfactorily completed. or sustained by 4WNER in exercising such rights aod EJCDC GENFRAL CONDfC10NS 1910-8 (1990 Edition) w/CH2M HILL MODIFiCAT10NS (REV 6/92) 33 remedies will be charged agaiast CONTRACTOR and a COIV77ZAC'TOR's Warrcrnry oj Title: Cbange Order will be issued incorporating the neces.sary revisions in the Contract Documents wit6 respect to the 14.3. CONTRACTOR warrants and guarantees that title Wor1c; and OWNER shall be entitled to an sppropriate to all Work, materials and oquipment covered by aay tcrease in the Contract Price, and, if the parties are Application for Payment, w6ether incorporated in the .nable to agroe as to the amount thereof, OWNER may Project or not, will pass to OWNER no later than the time malce a c1Aim therefor is provided in Article 11. Such of payment free and clear of all Lieas. claims, costs, losses xod damages wi11 include but not be limited to a11 costs of repair or replacemeat of worfc of Review of Applications for Progress Pcryment: others destroyed or damaged by correction, removal or repiacement of CONTRACTOR's defective Work. 14.4. ENGINEER will, withia ten days after teceipt of CONTRACTOR shstll not be allowed an extension of the each Application for Payment, eitber indicate in writing a Contract Times (or Milestones) because of any delay in rocommendatioa of payment and present the Applicatioa performance of the Work attributable to the exercise by to OWNER, or retutn the Application to CONTRACTOR OWNER of OWNER's rights and remedies 6ereunder. indicating in writing ENGINEER's tea,sons for refusing to recommeod paymeat. In the latter ease, CONTR.ACTOR may make the necessary corrections and resubmit the Application. Ten days after preseatation of the ARTTCLE 14--PAYMENTS TO CONTRACTOR AND Application for Payment to OWNER with ENGINEER's COMPLETTON recominend.ation, the amount recommended will (subject to the provisions of the last senteace of paragraph 14.7) become due and when due will be paid by OWNER to CONTRACTOR. Schedult of Volues: 14.5. ENGINEER's recommendation of any paymeat 14.1. Tbe sc6edule of values establis6ed as provided in requested in an Application for Payment will constitute a paragraph 2.9 will serve as the basis for progress represencation by ENGINEER to OWNER, based on payments and will be incorporated into a form of ENGINEER's on-site observations of the executed Work Application for Payment acceptable to ENGINEER. as an experienced and qualified design professional and on °rogress payments on account of Unit Price Wotk will be ENGINEER's review of the Application for Payment aad ased on the number of units completed. the accompanying data and schedules, that to the best of ENGINEER's knawledge, informtion and belief: Application for Progress Payment: 14.5.1. the Work has progressed to the point 14.2. At least twenty days before the d.ate established for indicated, esch progress payment (but not more often t6aa ooce a moath), CONTRAC'TOR sh$11 submit to ENGINEER for 14.5.2. the quality of the Work is generally in review an Application for Payment filled out and signod accordance with the Contract Documents (subject to by CONTRACTOR covering the Woric completed as of an evaluation of the Work as a functioning whole the date of the Application and accompanied by such prior to or upon Substantial Completion, to the results supportiag documeatation as is required by the Coatract of any subsoqueot tests called for in the Coatract ~ Documents. If payment is reyuested on the basis of Documents, to a final determination of quantities aad materials and equipmeat not incorporated in the Work but classifications for Unit Price Work under delivered and suitably stored at the site or at another paragraph 9.10, and to any other qualifications stated 1oc,ation agreed to in writing, the Application for Payment in the recommcndation), and s6a11 also be accompaaied by a bill of sale, invoice or other documentation wamanting t6at OWNER has 14.5.3. the conditions precedeat to COIVTRACTOR's raceived the materials and equiprnent free and clear of all being entitlod to such payment appear to have been Liens Aod evideace that the materiuls and equipmeat ue fulfilled insofar as it is ENGINEER's responsibility to coverad by appropriate property insurance aod other observe the Work. armngements to protoct OWNER's interest therein, all of ~ which will be satisfactory to OWNER. The amount of However, by recommending any such payment ' retainage with re.snect to progress payaaeats will be as ENGINEER will not thereby be deemed to have stipulated in the Agroement. represented that: (i) exhaustive or continuous on-site I i FJCDC GENERAL CONDTTIONS 1910-5 (1990 Edition) 34 w/CH2M HILL MODffICATIONS (REV 6/92) inspoctions have been made to c6eck the quality or t6e 14.7.7. there are other items entitling OWNER to a quaotiry of the Work beyond the responsibilities set-off against the amount recommended, or specifically assignod to ENGINEER in tbe Contract Documents or (ii) that there may not be other matters or 14.7.8. OWNER has actual knowledge of the issues betweea the parties tbat might entitle occurreace of aay of the events enumerated in CONTRAC'TOR to be paid sdditionally by OWNER or p a r a g r a p h s 14.7. 1 t h r o u g 6 14 . 7. 3 o t eatitle OWNER to withhold payment to CONTRACTOR. paragraphs 15.2.1 through 15.2.4 inclusive; , 14.6. ENGINEER's rccommeodation of any payment, but OWNER must give CONTRACTOR immediate including final paymeat, s6all not mean that ENGINEER written notice (with 8 copy to ENGINEER) stating the is res-poasible for CONTRAC'fOR's meaas, met6ods, reasons for suc6 actioa aad promptly pay CONTRACI'OR techniques, sequences or procedures of construction, or the amount so withheld, or any adjustment t6ereto agreed the safety precautions aed programs incident thereto, or to by OWNER and CONTRACTOR, when for aoy failure of CONTRACTOR to comply with I.aws CONTRACTOR corTects to OWNER's satisfaction t6e 'and Regulations spplicable to the furnishing or rcasons for such action. performance of Work, or for any failure of CONTRACTOR to perform or furnis6 Work in Substcrntial Completron: accordAnce with the Contract Documents. 14.8. When CONTRACTOR considers the entire Work 14.7. ENGINEER may refuse to recommend the whole ready for its intended use CONTRACTOR s6all notify or any part of any payment if, in ENGINEER's opinion, OWNER and ENGINEER in wnting that the entir+e Work it would be incorroct to make the representations to is substantially complete (except for items spocifically OWNER referred to in parngraph 14.5. ENGINEER may listed by CONTRACTOR as incomplete) and request that also tefuse to recommend any such payment, or, because ENGINEER issue a certificate of Substantial Completion. of subsaquently discovered evidence or the results of Within a reasonable time thereaker, OWNER, subsequent inspections or tests, nullify any such payment CONTRACTOR and ENGINEER shall make an previously recommended, to such extent as may be inspection of t6e Work to determine the status of necessary in ENGINEER's opinion to protect OWNER completion. If ENGINEER does not consider the Work from loss because: substantially complete, ENGINEER will notify CONTRACTOR in writing giving the reasons therefor. 14.7.1. the Work is defective, or completed Work has If ENGINEER considers the Work substantially complete, been damaged requiring carrection or replacement, ENGINEER will prepare and deliver to OWNER a tentative certificate of Substaatial Completion which shall 14.7.2. the Contract Price has been reduced by fix the date of Substs►ntial Completion. There shall be Written Amendmeot or Change Order, attached to the certificate a tentative list of items to be completed or corrected before final payment. OWNER 14.7.3. OWNER has been required to correct defectivr shall have seven days after receipt of the teatative I Work or complete Work in accordance with certificate during which to make written objection to paragraph 13.14, or ENGINEER as to any provisions of the certificate or attached list. If, after considering such objections, 14.7.4. ENGINEER has actual knowledge of the ENGINEER concludes that the Woric is not substantially occurrence of any of the eveats enumerated in complete, ENGINEER will within fourteea days after paragraphs 15.2.1 through 15.2.4 inclusive. submission of the tentative certificate to OWNER notify CONTRACTOR in writing, stating the reasons therefof. OWNER may refuse to make payment of the full amouat If, after coasideration of OWNER's objoctions, recommended by ENGINEER because: ENGINEER considers the Work substaatially complete, ENGINEER will within said fourteen days execute and 14.7.5. claims have been made against OWNER on deliver to OWNER and CONTRAGTOR a definitive Account of CONTRACTOR's perfornance or ceRificate of Substantial Completion (with a revised fumishing of the Work, tentative list of items to be completed or correctsd) reflecting such changes from the tentative certificate as 14.7.6. Lieas have been filed in connection with the ENGINEER believes justified after consideration of any Work, except where CONTRAC'1'OR has delivered a objections from OWNER. At the time of delivery of the specific Bond satisfactory to OWNER to secure the tentative certificate of Substantial Completion ENGINEER satisfaction and disc6arge of such Liens, will deliver to OWNER and CONTRACTOR a written recommendation as to division of responsibilities pending final paymeat betweea OWNER and CONTRACTOR with E1CDC GENIItAL CONDTTIONS 1914-8 (1990 Edition) w/CH2M HILL MODff1CAT70NS (REV 6192) 35 respect to security, operation, safety, maintenance, heat, 14.10.2. No occupancy or separate operation of utilities, insumnce aod wamanties and guarancee.s. Unless part of the Work will be accomplished prior to OWNER and CONTRACTOR agree otberwise in writing compliance with the requirements of paragraph 5.15 and so inform ENGINEER in writing prior to in respoct of property insurance. VGINEER's issuing the definitive certificate of ,ubstaatial Completion, ENGINEER's aforesaid FinallnspecYion: recommendation will be binding on OWNER acid CONTRACTOR until final payment. 14.11. Upon written notice From CONTRACTOR that the entire Work or an agreed portion thereof is complete, 14.9. OWNER shall have the right to exclude ENGINEER wi11 make a final inspection with OWNER CONTRACTOR from the Work after the date of and CONTRACI'OR and will notify CONTRACTOR in Substaatial Completion, but OWNER shalt allow writing of ail particulars w which this inspectioo reveals CONTRACTOR reasonable acces.s to complete or coffrect that the Work is incomplete or defeaive. CONTRACI'OR items on the tentative list. shall immediately take such measures as are necessary to complete such work or cemedy such deficiencies. Paniol UtiliZation: Fina! Applicotron jor Payment: 14.10. Use by OWNER at OWNER's option of any substantially completed part of the Work, which: (i) has 14.12. After CONTRACTOR has completed all such specifically been ideetified in the Contract Documents, or corrections to the satisfaction of ENGINEER and (ii) OWNER, ENGINEER aad CONTRACTOR agree delivetad in accordance with the Contract Documents all constitutes a separately functioning and usable part of the maintenance and vperating instructions, scbedules, Work that cao be used by OWNER for its intended guarantees, Bonds, certificates or other evidence of purpose without significant interference with insurance required by paragraph 5.4, certificates of CONTRACT"OR's performance of the remainder of the inspection, marked-up record documents (as provided in Work, may be accomplished prior to Substantial paragraph 6.19) and other documeots, CONTRAC'TOR Completion of ail the Work subject to the foUowing: may make application for final payment following the procedure for progress paymeats. The final Application 14.10.1. OWNER at any time may request for Payment sha11 be accompanied (except as previously CONTRAC?OR in writing to permit OWNER to use delivered) by: (i) aU documeatation called for in the any such part of the Work which OWNER believes to Contract Documents, including but not limited to the be ready for its intended use and substantially evidence of insurance required by subparagraph 5.4.13, complete. If CONTRACTOR agrees that such part of (ii) consent of the surety, if any, to final payment, and the Work is substantially complete, CONTR.ACTOR (iii) complete aod Iegally effective celea.ses or waivers will certify to OWNER and ENGINEER that sucb part (satisfactory to OWNER) of all Liens arising out of or of the Work is substantially complete and request filed in connection with the Work. In lieu of such ENGINEER to issue a certificate of Substantial releases or waivers of Liens and as approved by OWNER, Completion for t6at part of the Work. CONTRAC'I"OR may furnish receipts or releases in full CONTRACTOR at any time tnay notify OWNER and and affidavit of CONTRACTOR that: (i) the relea.ses and I ENGINEER in writing that CONTRACTOR cocisiders receipts include All labor, services, material aad equipmeat ' any such part of the Work ready for its intended use for which a Lien could be filed, and (ii) all payrolls, ~ and substantially complete and request ENGINEER to material and equipmeat bills, aod other indebtedness issue a certificate of Substantial Completion for that connected with the Work for which OWNER or part of the Work. Within a rea.sonable time after either OWNER's property might in any way be re,sponsible have suc6 request, OWNER, CONTRACTOR and been paid or otherwise satisfied. If aay Subcontractor or ENGINEER shall make an inspection of that part of Supplier fails to furnish such a rolease or receipt in full, the Work to determine its status of completion. If CONTRACTOR may furaish a Bond or other collateral ENGINEER does aot consider that part of the Work satisfactory to OWNER to indemaify OWNER against any to be substaatially complete, ENGINEER will notify Lien. 4WNER and CONTRACTOR in writing giving the ~ reasons therefor. If ENGINEER considers that part of Fina! Payment and Acceptance: I the Work to be substantially complete, the provisions of paragraphs 14.8 aod 14.9 will apply with respect to 14.13. If, on the basis of ENGINEER's observation of certification of Substantial Completion of that part of the Work during construction and final inspection, and the Work aad the division of re.sponsibility in respxt ENGINEER's review of the final Application for Paymeat t6ereof and acczss thereto. and accompaAying documentation as required by the Contract Documeats, ENGINEER is satisfied that the FJCDC GENERAL CONDR'IONS 19104 (1990 Edition) 36 w/CH2M HII.L MODIF1CAT10NS (REV 6/92) Work has been completed and CONTRAC"TOR's other ARTICLE 15--SUSPENSION OF WORK AND obligatioas under the Contract Documeots have been TERMINATION fulfilled, ENGINEER will, withia ten days after receipt of the final Application for Payment, indicate ia writing ENGINEER's recommaadation of payment and present the Application to OWNER for payment. At the same OWNER May Suspend Work: time ENGINEER will also give written notice to OWNER and CONTRACTOR that the Woric is acceptable subject 15.1. At any time aad without cause, OWNER ma}, to the provisions of paragraph 14.15. Otherwise, suspend thc Work or any portioa thereof for a period of ENGINEER wi11 return the Application to not more than ainety days by notice in writing to CONTRACTOR, indicating in writing the reasons for CONTRACTOR and ENGINEER which will fix t6e date refusing to recommend fiaal paymeat, in which case on which Work will be resumed. CONTRACTOR s6a11 CONTRACTOR sball make t6e necessary cortections aad resume the Work on the date so fixed. CONTRACTOR resubmit the Application. Thirty days after presentation shall be allowed aa adjustmeot in the Contract Price or an to OWNER of the Application aad accompanying extension of the Contract Times, or both, directly documeatation, in appropriate form aod substance and attributable to any such suspeasion if CONTRACTOR with ENGINEER's recommeadation and notice of makes an approved claim therefor as provided in acctptability, the amount recommended by ENGINEER Articles 11 and 12. will become due and will be paid by OWNER to CONTRACTOR. OWNER May Terminate: 14.14. If, through oo fault of CONTRACTOR, final 15.2. Upon the occurrence of any one or more of the completioa of the Work is significantly delayed and if following events: ENGINEER so confirms, OWNER shall, upon receipt of CONI'RACTOR's final Application for Payment and 15.2.1. if CONTRACTOR persisteatly falis to recommeodation of ENGINEER, and without terminating perform the Work in accordance with the Contract the Agreement, malce payment of the balance due for that Documeets (including, but not limited to, failure to portion of the Work fully completed and accepted. If the supply sufficient skitled woricers or suitable materials remain'tag balance to be held by OWNER for Work aot or equipment or failure to adhere to the progress fitlly completed or corrected is less than the retainage schedule established under pacagraph 2.9 as adjusted stipulated in t6e Agreement, and if Boads have beea from time to time pursuant to paragraph 6.6); furnished as required in paragraph 5.1, the writteo consent of the surety to t6e payment of the balance due 15.2.2. if CONTRACTOR disregards I,aws or for t6at portion of the Work fully completed aad accepted Regulations of any public body baving jurisdiction; s6all be submitted by CONTRACTOR to ENGINEER with the Application for suc6 payment. Suc6 payment 15.2.3. if CONTRACTOR disregards the authority of shall be made under the terms and coaditions governing ENGINEER; or final payment, except that it shall not coastitute a waiver of claims. 15.2.4. if CONTRACTOR otherwise violates in aay substaatial way aay provisions of the Cootrut Waivet of Claims: Documents; 14.15. T6e making aad acceptance of final payment will OWNER may, after giving CONTRACTOR (and t6e constitute: surety, if any) seven d.ays' written notice and to the extent permitted by Ltws and Regulations, terminate the services 14.15.1. a waiver of all claims by OWNER against of CONTRACTOR, exclude CONTRACTOR from the CONTRACTOR, except claims arising from unsettled site and take possession of the Wock and of all Lieas, from defective Work appearing after final CONTRACTOR's tools, appliances, construction inspaction pursuant to paragraph 14.11, from failure equipment and machinery at the site aod use t6e same to to comply with the Contract Documents or the terms the full extent they could be usad by CONTRACTOR of any specixl guaraatees specified therein, or from (wit6out liability to CONTRACTOR for trespass or COIV'TRAC"TOR's continuing obligations under t6e conversion), incorporate in the Work all materials and Contract Documents; aad equipmeat stored at t6e site or for which OWNER has paid CONTRACTOR but whic6 are stored elsewhere, aad 14.15.2. A waiver of all claims by CONTRACTOR finish the Work as OWNER may deem expedient. In such against OWNER other than those previously made in case CONTRACTOR shall not be eatitled to receive any writing and still unsettled. further payment until the Work is finis6ed. If the unpaid EIcoc cErrERAL corromorvs 1910-9 (1990 Eaition) wICH2M HILL MODIFICATIONS (REV 6/92) . 37 balaace of the Contract Price exceeds all cl,:ims, costs, by OWNER or under an order of court or other public losses and damages sustained by OWNER ansing out of authority, or ENGINEER fails to act on any Application or resulting from completing the Work such excess will for Payment within thirty days after it is submitted or be paid to CONTRACTOR. If such claims, costs, losses OWNER fails for thirty days to pay CONTRACTOR any zd damages exceed such unpaid balance, sum finally determined to be due, then CONTRACTOR _ONTRACI'OR shall pay the differeace to OWNER. may, upon seven days' written notice to OWNER and Suc6 claims, costs, losses and damiges incurned by ENGINEER, and provided OWNER or ENGINEER do OWNER will be reviewad by ENGINEER as to their not remedy such suspension or failure within that time, reasonableness and whea so approved by ENGINEER terminate the Agraemcnt and recover from OWNER incorporated in a Change Order, provided that when payment on the same ternLS ss provided in paragraph 15.4. exercising any rights or remedies uader this paragrap6 In lieu of terminating the Agroemeat and without prejudice OWNER shall not be required to obtain the towest price to any other right or remedy, if ENGINEER has failed to for the Woric petformed. act oa an Application for Payment within thirty days after it is submitted, or OWNER has failed for thirty days to 15.3. Where CONTRACTOR's services have been so pay C4NTRACTOR any sum finally determined to be terminated by OWNER, the termination will not affect due, CONTRAC'fOR may upon seven days' written notice any rights or remedies of OWNER agaiast to OWNER and ENGINEER stop the Work until payment CONTRACTOR then existing or which may thereafter of all such amounts due CONTRAC'TOR, including acctue. Any retention or paymeat of moaeys due interest thereon. The provisions of this pacagraph 15.5 CONTRACTOR by OWNER will aot release are not intended to preclude CONTRACI'OR from making CONTRACTOR from liability. cleim under Articles 11 and 12 for an increase in Contract Price or Contract Times or otherwise for expenses or 15.4. Upoa seven days' written notice to damage directly attributable to CONTRACTOR's stopping CONTRACTOR aod ENGINEER, OWNER may, without Work as permitted by this paragraph. cause aod without prejudice to any other right or remedy of OWNER, elect to tenmi,nate the Agreement. In such case, CONTRACTOR shall be paid (without duplicatioa of any items): ARTICLE 16--DISPUTE RESOLUTION 15.4.1. for completed and acceptable Work executed in accordance with the Contract Documents prior to the effective date of termination, including fair and ~ rea.soaable sums for overhead and profit on such i Work; ~ i Dispute resolutioa method aad 15.4.2. for expeases sustained prior to the effective procedure, if any, shall be as set forth in date of termination in performing services and I w• w furnis6ing labor, materials or equipment as required ~ m-d the Supplementary Conditiors. by the Contract Documents in connection with i If no such :g*eemen! 6-ie--Eh-Amet6od and procedure for uocompleted Work, plus fair and rea.sonable sums for ~ resolving such disputes has been-~aebe~ set forth in the ; overhead and profit on such expenses; i Supplementary Conditians, and subject to the provisioas of paragraphs 9.10, 9.11 and 9.12, OWNER and 15.4.3. for all claims, costs, losses and damages CONTRAC'TOR may exercise such rights or remedies as I incurred in settlemeot of terminated contracts with eitber may otherwise have under the Contract Documeots Subcontractors, Suppliers aad others; and or by Laws or Regulations in respect of any dispute. ' ~ 15.4.4. for rea.sonable expenses diroctly attributable to I termination. ARTICLE 17--MISCELLANEOUS CONTRACTOR shaU not be paid on account of loss of anticipatod profits or revenue or ot6er economic loss arising out of or tesulting from such termination. Giving Notice: . CON7RAC?lOR Mcry Stop Work or Terminate: 17.1. Whenever any provision of the Contract ,5.5. If, through no act or fault of CONTRACTOR, the Documents requircs the giving of writtee notice, it will be Nork is su,spended fot a period of more than ninety days detmed to have been validly given if delivered in petsoa FJCDC GENIItAL CONDTT70NS 1910-8 (1990 Edition) 38 w/CH2M HII.1. MODff1CATIONS (REV 6/92) to the individual or to a member of the firm, or to an for or a waiver of the provisions of any applicable statute officer of the corporetion for w6om it is inteaded, or if of litnitations or repose. delivered at or sent by registered or certified mail, postage propaid, to the last business address knowa to the Cumulative Remcdies: giver of the notice. 17.4. The duties and obligatioos imposed by the.se 17.2. Computation of Tinee: General Conditions and the rights and remedies available hereunder to the parties 6ereto, aad, in particular but 17.2.1. When any period of time is referred to in the wit6out limitation, t6e wamanties, guarantees and Contract Documents by days, it will be computed to obligations imposed upon CONTRACTOR by exclude the first and include the tast day of such pamgraphs 6.12, 6.16, 6.30, 6.31, 6.32, 13.1, 13.12, period. If t6e lsst day of may such period falls on a 13.14, 14.3 and 15.2 and all of the rights and remedies Saturday or Sunday or on a day made a legal holiday available to OWNER and ENGINEER thereunder, are in by the law of the applicable jurisdiction, such day will addition to, and are not to be coastrued in any way as a be omitted from the computation. limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by j 17.2.2. A-Any reference to e day is e calendar day Laws or Regulations by spocial warranty or guarantee or of twenty-four hours measured from midnight to the by other provisions of the Contract Documeats, and t6e ~ aext midnight willeeestf~e-~&y unless otherwise provisions of tbis paragraph will be as effective ss if i specifically defined. repeated specifically in the ContrACt Documents in coonection with each particular duty, obligation, right and Notice of Claim: remedy to whic6 they apply. 17.3. Should OWNER or CONTRAC?OR suffer injury Professional Fees and Court Costs Included: or damage to person or property because of any error, omission or act of the other party or of any of the other 17.5. Whenever refereace is made to "claims, costs, party's emplvyees or agents or others for w6ose acts the losses and damages", it shall include in eac6 case, but not other party is legally liable, claim will be made in writing be limited to, all fees and c6arges of engineers, architects, to the other party within a reasonable time of t6e first attorneys and ot6er professionals and all court or observance of such injury or damage. T6e provisions of arbitration or otber dispute resolution costs. this paragcaph 17.3 shall not be construed as a substitute EJCDC GENFRAL CONDTTIONS 1910-8 (1990 Editioa) w1CH2M HILL MODff1CAT70NS (REV 6/92) 39 MODERN ELECTRIC WATER COMPANY 33661A.SEA St'PPLFN1EtiTARY CONDITIO\S These Supplementary Conditions dmend or supplement the General Conditions and uther provisions of the Contract Documents. All provisions which are not so amended or supplemented remain in full force and effect. SC-l.a. The terms used in these Supplementary Conditions which are defined in the General Conditions of the Contract Documents have the meanings assigned to them in the General Conditions. ` SC-1.18. Add a new paragraph immediately after paragraph 1.18 of the General Conditions as follows: 1.18.1. ENGINEER's Consultant(s): The person, firm(s) or corporation(s) named as such below: 1.18.1.1. James F. Benthin and Associates, West 55 Mission Avenue, Suite 15, Spokane, WA 99201. 1.18.1.2. The Office of Robert Perron, Landscape Architects and Planners, West 524 First Avenue, Spokane, WA 99204. SC-1.35. Renumber paragraph 1.35 Shop Drawings of the General Conditions to 1.35.a Shop Drawings and add a new paragraph immediately following paragraph 1.35.a Shop Drawings of the General Conditions as follows: 1.35.b. Specialist-The term Specialist refers to a person, partnership, firm, or corporation of established reputation (or if newly organized, whose personnel have previously established a reputation in the same field), which is regularly engaged in, and which maintains a regular force of workers skilled in either (as applicable) manufacturing or fabricating items required by the Contract Documents, or otherwise performing Work required by the Contract Documents. Where the Specifications require the installadon by a Specialist, that term shall also be deemed to mean either the manufacturer of the item, a person, partnership, firm, or corporation licensed by the manufacturer, or a person, partnership, firm, or corporation who will perform the Work under the manufacturer's direct supervision. ` SC-1.36. Renumber paragraph 1.36 Speci,fications of the General Conditions to 1.36.a Specifccations and add a new paragraph immediately following paragraph 1.36.a Specications of the General Conditions as follows: 1.36.b. Standard Specifcations-Wherever in these Contract Documents reference is made to the Standard Specifications, said reference shall be understood as referring to the Standard Specifications for Road, Bridge, and Municipal Construction of the State Department of Transportation and Washington State Chapter of American Public Works Association, 1991 edition, which applicable parts are incorporated herein and made a part of these Documents by specific reference thereto. If requirements contained in the Standard Specifications are modified by or are in conflict with supplemental information in these Contract Documents, the requirements of these Contract Documents shall prevail. SPK33661.B 1 January 13, 1993 00825 - 1 SUPPLEMENTARY CONDITIONS . MODERN ELECTRIC WATER COMPANY 33661A.SEA SC-1.38. Supplement paragraph 1.38 of the General Conditions as follows: Substantial Completion is further defined as (i) that degree of completion of the Project's operating facilities or systems sufficient to provide the OWNER the full time, uninterrupted, continuous beneficial operation of the Work; and (ii) all required functional, performance and acceptance or startup testing has been successfully demonstrated for all components, devices, equipment, and instrumentation and control to the satisfaction of the ENGINEER in accordance with the requirements of the Specifications; and (iu) all inspections required have been completed and identified conditions corrected. SC-2.3. Delete paragraph 2.3 of the General Conditions and insert the following in its place: 2.3. The Contract Times will commence to run on the day indicated on the Notice to Proceed. Work required to complete the four schedules must be coordinated as required by the Specifications. Notice to Proceed on each schedule will be issued separately, in sequence to allow completion of all of the Work on the schedule described in the Agreement. Notice to Proceed for Schedules C and D may be issued up to 400 days from the Effective Date of the Agreement. SC-4.2. Supplement paragraph 4.2 of the General Conditions as follows: 4.2.1. In preparation of Drawings and Specifications, ENGINEER or ENGINEER's Consultants have utilized: 4.2.1.1. The following reports of explorations and tests of subsurface conditions: 4.2.1.1.1. Report dated September 1992, prepared by CH2M HII.L, 601 West Riverside Avenue, Suite 1240, Spokane, WA 99201-0611, entitled "Geotechnical Report and Foundation Recommendations," consisting of 52 pages. The technical data contained in such report upon which CONTRACTOR may rely are boring logs and laboratory test results. 4.2.1.1.2. Letter Report dated July 14, 1992, prepared by CH2M HILL, 601 West Riverside Avenue, Suite 1240, Spokane, WA 99201-0611, entitled "Site Investigation of Headquarters Reservoir," consisting of 7 pages. This report contains no technical data upon which CONTRACTOR is entitled to rely. 4.2.1.1.3. Letter Report dated August 7, 1992, prepared by CH2M HILL, 601 West Riverside Avenue, Suite 1240, Spokane, WA 99201-0611, entitled "Addendum to Site Investigation of Headquarters Reservoir, consisting of one page. This report contains no technical data uPon which the CONTRACTOR is entitled to rely. 4.2.1.1.4. Letter Report dated January 4, 1993, prepared by CH2M HILL, 601 West Riverside Avenue, Suite 1240, Spokane, WA 99201-0611, entitled "Additional Subgrade Exploration," consisting of 7 pages. The technical data contained in such report upon which the CONTRACTOR may rely are test pit logs. SPK33661.B 1 January 13, 1993 00825 2 SUPPLEMENTARY CONDITIONS MODERN ELECTRIC WATER COMPANY 33661A.SEA 4.2.1.2. The following drawings of physical conditions: 4.2.1.2.1. Drawings dated July 22 and August 4 of 1992, prepared by James F. Benthin and Associates, West SS Mission Avenue, Suite 15, Spokane, WA 99201, entitled "Topographic Survey, Modern Electric Water Company," consisting of 2 sheets, each numbered 1 of 1. All the information in such drawings constitutes technical data on which CONTRACTOR may rely. These reports and drawings are not part of the Contract Documents, but the ; technical data contained therein upon which CONTRACTOR is entitled to rely as ~ provided in paragraph 4.2.2 of the General Conditions and as identified and established above are incorporated in paragraph 4.2.2 of the General Conditions by reference. CONTRACTOR is not entitled to rely upon other information and data utilized by ENGINEER and ENGINEER's Consultants in the preparation of Drawings and Specifications. SC-5.1. Delete the first three sentences in paragraph 5.1 of the General Conditions and insert the following in its place: CONTRACTOR shall furnish a Performance and Payment Bond in the full amount of the Agreement, as security for the faithful performance and payment of all CONTRACTOR's obligations under the Contract Documents. This Bond shall remain in effect at least until 1 year after the final payment becomes due, except as provided otherwise by Laws or Regulations or by the Contract Docurnents. SC-5.3.1. In the second sentence change "...Best's rating of no less than A: VII..." to "...Best's rating of no less than A..." SC-5.4.7. Include as additional insureds, as provided in paragraph 5.4.7 of the General Conditions, the following parties or entities: 5.4.7.1. Modern Electric Water Company, North 904 Pines Road, Opportunity, WA 99214. 5.4.7.2. CH2M HILL, 601 West Riverside Avenue, Spokane, WA 99201-0611. SC-5.4.8. The limits of liability for the insurance required by paragraph 5.4 of the General Conditions shall provide coverage for not less than the following amounts or greater where required by Laws and Regulations. ~ 5.4.8.1. Worker's compensation, disability benefits and other similar employee ~ benefit acts, and damages because of bodily injury, occupational sickness or disease, or death of CONTRACTOR's employees as provided in paragraphs 5.4.1 and 5.4.2 of the General Conditions: 5.4.8.1.1. State: Statutory. 5.4.8.1.2. Employer's Liability or "Stop-Gap": $2,000,00(). 5.4.8.2. CONTRACTOR's Liability Insurance under paragraphs 5.4.3 through 5.4.5 of the General Conditions shall provide the following minimum limits and conditions: 5.4.8.2.1. General Aggregate $2,000,000. SPK33661.B 1 January 13, 1993 00825 3 SUPPLEMENTARY CONDITIONS MODERN ELECTRIC WATER COMPANY 33661 A SEA 5.4.8.2.2. Products-Completed Operations Aggregate $2,000,000. 5.4.8.2.3. Personal and Advertising Injury (per person/organization with employment exclusion deleted) $2,000,000. 5.4.8.2.4. Each Occurrence (bodily injury and property damage) $2,000,000. 5.4.8.2.5. Fire Damage (any one fire) $50,000. 5.4.8.2.6. Medical Expenses (any one person) $5,0()4. 5.4.8.2.7. Property Damage liability insurance will remove the explosion, collapse, and underground exclusion and provide broad form property damage coverage. 5.4.8.3. Automobile Liability under paragraph 5.4.6 of the General Conditions shall provide for the following for owned, non-owned, rented, or hired vehicles: 5.4.8.3.1. Combined Single Limit (bodily injury and property damage) $2,000,000. 5.4.8.4. Provide Excess Liability or Umbrella insurance providing protection for at least the hazards insured under the primary liability policies with the following limits: 5.4.8.4.1. General Aggregate $10,000,000. 5.4.8.4.2. Each Occurrence $10,000,000. 5.4.8.4.3. Owner's and Contractor's Protective Liability (OWNER as named insured with ENGINEER as additional insured) $2,000,000. SC-5.6. Delete first sentence of paragraph 5.6 of the General Conditions in its entirety and insert the following in its place: 5.6. CONTRACTOR shall purchase and maintain property insurance upon the Work at the site in the amount of the full replacement cost therefore (subject to such deductible amounts as may be provided in the Supplementary Conditions or required by Laws and Regulations). SC-5.6.1. Supplement paragraph 5.6.1 of the General Conditions as follows: 5.6.1. OWNER shall provide a written list of names of all known entities to be named as additional insureds on the property insurance. Any change or addition to the list shall be given in writing to the CONTRACTOR at least 7 days prior to that entity performing Work at the site. Additional insureds shall at least include all those listed in paragraph 5.4.7 of the General Conditions and paragraph 5.4.7 of the Supplementary Conditions. SC-5.6.2. Supplement paragraph 5.6.2 of the General Conditions as follows: In addition to the above listed perils, the property insurance shall include sleet, snow or freezing damage, mechanical or electrical breakdown/failure, and damage to electrical apparatus from electrical currents. SPK33661.B 1 January 13, 1993 00825 _ 4 SUPPLENiENTARY CONDITIQNS MODERN ELECTRIC WATER COMPANY 33661A.SEA I SC-5.7. Delete paragraph 5.7 of the General Conditions in its entirety and insert the following in its place: 5.7. Boiler and machinery insurance is not required for this Project. SC-5.8. Delete paragraph 5.8 of the General Conditions in its entirety and insert the following in its place: I 5.8. All the policies of insurance (and the certiftcates or other evidence thereof) required to be purchased and maintained by CONTRACTOR in accordance with paragraphs 5.6 and 5.7 will contain a provision or endorsement that the coverage afforded will not be canceled or materially changed or renewal refused until at least thirty days' prior written notice has been given to OWNER and to each other ' additional insured to whom a certificate of insurance has been issued and will contain waiver provisions in accordance with paragraph 5.11. SC-5.9. Add the following subparagraph to paragraph 5.9 of the General Conditions: 5.9.1. Property insurance furnished under this contract sha11 have deductibles no greater than $1,000. SC-5.10. Delete paragraph 5.10 of the General Conditions in its entirety and insert the following in its place: 5.10. If OWNER requests in writing that other special perils be included in the property insurance policies provided under paragraphs 5.6 or 5.7 of the General Conditions, CONTRACTOR shall, if possible, include such insurance, and the cost thereof will be charged to OWNER by appropriate Change Order or Written Amendment. Privr to commencement of the Work at the site, CONTRACTOR shall in writing advise OWNER whether or not such other insurance has been procured by CONTRACTOR. SC-5.12. Delete paragraph 5.12 of the General Conditions in its entirety and insert the following in its place: 5.12. Any insured loss under the policies of insurance required by paragraphs 5.6 and 5.7 will be adjusted with CONTRACTOR and made payable to CONTRACTOR as fiduciary for the insureds, as their interests may appear, subject to the requirements of any applicable mortgage clause and of paragraph 5.13. CONTRACTOR shall deposit in a separate account any money so received, and shall distribute it in accordance with such agreement as the parties in interest may reach. If no other special agreement is reached the damaged Work shall be repaired or replaced, the moneys so received applied on account thereof and the Work and the cost thereof covered by an appropriate Change Order or Written Amendment. SC-5.13. Delete paragraph 5.13 of the General Conditions in its entirety and insert the following in its place: 5.13. CONTRACTOR as fiduciary shall have power to adjust and settle any loss . with the insurers unless one of the parties in interest shall object in writing within 15 days after the occurrence of loss to CONTRACTOR's exercise of this power. If such objection be made, CONTRACTOR as fiduciary shall make settlement with the insurers in accordance with such agreement as the parties in interest may reach. If no such agreement among the parties in interest is reached, CONTRACTOR as SPK33661.B 1 January 13, 1993 00825 5 SUPPLENiENTARY CONDITIONS MODERN ELECTRIC WATER COMPANY 33661 A.SEA fiduciary shall adjust and settle the loss with the insurers and, if required in writing by any party in interest, CONTRACTOR as fiduciary shall give bond for the proper performance of such duties. SC-5.15. Supplement paragraph 5.15 of the General Conditions as follows: The property insurance shall contain no partial occupancy restriction for utilization of the Project by the OWNER for the purpose intended. SC-6.3. Supplement paragraph 6.3 of the General Conditions as follows: CONTRACTOR (and Subcontractor) regular working hours consist of up to 10 working hours within an 11-hour period between 7:00 a.m. and 6:00 p.m., on a regularly scheduled basis, excluding Sundays and holidays. SC-6.7.3.1. Add a new paragraph immediately after paragraph 6.7.3 of the General Conditions as follows: 6.7.3.1. Reimbursement rates for ENGINEER or ENGINEER's Consultants for evaluation of proposed substitutes shall be on the basis as established in paragraph 14.7.7 of these Supplementary Conditions. SC-6.8.2. Supplement paragraph 6.8.2 of the General Conditions as follows: Within 5 days after the Bid opening, the apparent Successful Bidder shall identify Subcontractors and Suppliers for the following portions of the Work: 6.8.2.1. Reservoir Fabricator/Manufacturer. 6.8.2.2. Reservoir Erector. 6.8.2.3. Reservoir Demolition Contractor. SC-6.15. Supplement paragraph 6.15 of the General Conditions with the following: The CONTRACTOR shall collect from the OWNER and remit to the state, retail sales tax on the Contract Price as required by the laws, statutes, and regulations of the State of Washington and its political subdivisions. The OWNER wiil claim any exemption from retail sales tax authorized by law. The CONTRACTOR shall pay all other federal, state, and local sales, use, and other taxes applicable to the Work and the CONTRACTOR's activities under the Agreement. The CONTRACTQR shall withhold and pay any and all sales and use taxes and all withholding taxes, whether state or federal, and pay all Social Security charges and also all State Unemployment Compensation charges, and pay or cause to be withheld, as the case may be, any and all taxes, charges, or fees or sums whatsoever, which are now or may hereafter be required to be paid or withheld under any laws. SC-6.22. Supplement paragraph 6.22 of the General Conditions with the following: Pursuant to the requirements of RCW 49.17.040, 49.17.054 and WAC 296-62-054 through 296-62-05425, the CONTR.ACTOR shall provide a list of hazardous products being used on the Project, for Work under these Contract Documents, and SPK33661.B 1 January 13, 1993 00825 . 6 SUPPLEMENTARY CONDITIONS MODERN ELECTRIC WATER COMPANY 33661 A.SEA their respective Material Safety Data Sheets (MSDS). This information shall be delivered to the ENGINEER at the preconstruction conference. SC-6.25.4. Add a new paragraph immediately following paragraph 6.25.3 of the General Conditions as follows: 6.25.4. Excessive Shop Drawing Resubmission: ENGINEER will record time required by ENGINEER or ENGINEER's Consultants for excessive Submittal review occasioned by CONTRACTOR's resubmission, in excess of three resubmissions of a required Submittal, caused by unverified, unchecked or unreviewed, incomplete, inaccurate or erroneous, or nonconfonning Submittals. Upon receipt of ENGINEER's accounting of time and costs, CONTRACTOR will reimburse OWNER for the charges of ENGINEER or ENGINEER's Consultants review for excessive resubmission through set-offs from the recommended OWNER payments to CONTRACTOR as established in paragraph 14.7.7 of these Supplementary Conditions. SC-6.31. Supplement paragraph 6.31 of the General Conditions with the following: For suits, actions, legal or administrative proceedings, claims, demands, damages, losses, penalties, fines, costs, and expenses caused by or resulting from the concurrent negligence of the OWNER and the ENGINEER or the OWNER's or ENGINEER's agents or employees and the C4NTRACTOR or the CONTRACTOR's agents or employees, in situations where liability for damages arises from claims of bodily injury to persons or damage to property, the preceding indemnity provision shall be valid and enforceable only to the extent of the CONTRACTOR's negligence. CONI'RACTOR acknowledges that by entering into a contract with OWNER, he has mutually negotiated the above indemnity provision with the 4WNER. CONTRACTOR's indemnity and defense obligations shall survive the termination or completion of the Work and remain in full force and effect until satisfied in full. SC-7.1. Supplement paragraph 7.1 of the General Conditions as follows: 7.1.1. Other work anticipated to be performed at the site by others in sequence with the scheduled performance of the Work under these Contract Documents is described in Section 01040, COORDINATION. SC-7.5. Add new paragraph immediately following paragraph 7.4 of the General Conditions as follows: 7.5. Should CONTRACTOR cause damage to the work or property of any separate contractor at the site, or should any claim arising out of or resulting from CONTRACTOR's performance of the Work at the site be made by any separate contractor against CONTRACTOR, OWNER, ENGINEER, or ENGINEER's Consultants or any other person, CONTRACTOR shall promptly attempt to settle with such other contractor by agreement, or to otherwise resolve the dispute by mediation, arbitration or at law. CONTRACTOR shall, to the fullest extent permitted by Laws and Regulations, indemnify and hold OWNER, ENGINEER, and ENGINEER's Consultants and the officers, directors, employees, agents, and other consultants of each and any of them harmless from and against all claims, costs, losses and damages, (including, but not limited to, all fees and charges of engineers, architects, attorneys and other professionals and all court or arbitration SPK33661.B 1 January 13, 1993 00825 7 SUPPLEMENTARY CONDITIONS MODERN ELECTRIC WATER COMPANY 33661 A.SEA or other dispute resolution costs} arising directly, indirectly or consequentially out of or resulting from any action, legal or equitable, brought by a separate contractor against OWNER, ENGINEER, or ENGINEER's Consultants or the officers, directors, employees, agents, or other consultants of each and any of them to the extent based on a claim caused by, arising out of, or resulting from CONTRACTOR's performance of the Work. Should a separate contractor cause damage to the Work or property of CONTRACTOR or should the performance of work by any separate contractor at the site give rise to any other claim, CONTRACTOR sha11 not institute any action, legal or equitable, against OWNER, ENGINEER, or ENGINEER's Consultants or the officers, directors, employees, agents, or other consultants of each and any of them or permit any action against any of them to be maintained and continued in its name or for its benefit in any court or before any mediator or arbitrator which seeks to impose liability on or to recover damages from OWNER, ENGINEER, or ENGINEER's Consultants or the officers, directors, employees, agents, or other consultants of each and any of them on account of any such damage or claim. If CONTRACTOR is delayed at any time in performing or furnishing Work by any act or neglect of a separate contractor and OWNER and CONTR.ACTOR are unable to agree as to the extent of any adjustment in Contract Times attributable thereto, CONTRACT4R may make a claim for an extension of time in accordance with Article 12. An extension of the Contract Times shall be CONTR.ACTOR's exclusive remedy with respect to OWNER, ENGINEER, or ENGINEER's Consultants or the officers, directors, employees, agents, or other consultants of each and any of them for any delay, disruption, interference or hindrance caused by any separate contractor. This paragraph does not prevent recovery from OWNER, ENGINEER, or ENGINEER's Consultants or the officers, directors, employees, agents, or other consultants of each and any of them for activities that are their respective responsibilities. SC-9.3. Supplement paragraph 9.3 of the General Conditions as follows: The Resident Project Representative will be furnished by ENGINEER. The responsibilities, authority and limitations thereon of the Resident Project Representative (RPR), assistants and other field staff, are set forth herein. The responsibilities, authority, and limitations of the Resident Project Representative are limited to those of ENGINEER in paragraph 9.13 of the General Conditions and as set forth elsewhere in the Contract Documents and are further limited and described below. Responsibilities and Authority: 9.3.1. Schedules: Review and monitor the progress schedule, schedule of Submittals submissions and schedule of values prepared by CONTRACTOR and consult with ENGINEER concerning acceptability. 9.3.2. Conferences and Meetings: Conduct or attend meetings with CONTRACTOR, such as preconstruction conferences, progress meedngs, Work conferences and other Project related meetings. 9.3.3. Liaison: (i) Serve as ENGINEER's liaison with CONTRACTOR, working principally through CONTRACTOR's superintendent and assist in understanding the intent of the Contract Documents; (ii) assist ENGINEER in serving as OWNER's liaison with CONTRACTOR when CONTRACTOR's operations affect OWNER's onsite operations; (iii) assist SPK33661.B 1 ]anuary 13, 1993 00825 8 SUPPLENiENTARY CONDITIONS MODERN ELECTRIC WATER COMPANY 33661 A.SEA in obtaining from OWNER additional deta.ils or information when required . for proper execution of the Work. 9.3.4. Submittals: Receive Submittals which are furnished at the site by CONTRACTOR, and notify ENGINEER of availability for examination. Advise ENGINEER and CONTRACTOR of the commencement of any Work, when recognized, requiring a Shop Drawing or Sample if the Submittal has not been approved by ENGINEER. 9.3.5. Review of Work, Rejection of defective Work, Inspections and Tests: (i) Conduct onsite observations of the Work in progress to assist ENGINEER in determining if the Work is in general proceeding in accordance with the Contract Documents; (ii) inform ENGINEER and CONTRACTOR whenever R.PR believes that any Work is unsatisfactory, faulty or defective, or does not conform to the Contract Documents, or has been damaged, or does not meet the requirements of any inspection, test, or approval required to be made; (iii) advise ENGINEER whenever RPR believes that any Work wiil not produce a completed Project that conforms generally to the Contract Documents or will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated in the Contract Documents, or whenever R.PR believes Work should be uncovered for observation, or requires special testing, inspection, or approval; (iv) monitor that tests, equipment and systems startups and operating and maintenance training are conducted in the presence of appropriate personnel, and that CONTRACTOR mainta.ins adequate records thereof; (v) and observe, record and report to ENGINEER appropriate details relative to the test procedures and startups; and (vi) accompany visiting inspectors representing public or other agencies having jurisdiction over the Project, record the results of these inspections and report to ENGINEER. 9.3.6. Interpretation of Contract Documents: Inform ENGINEER when clarifications and interpretations of the Contract Documents are needed and transmit to CONTRACTOR clarifications and interpretations as issued by ENGINEER. 9.3.7. Modifications: Consider and evaluate CONTRACTOR's suggestions for modifications in Drawings or Specifications and provide recommendations to ENGINEER; transmit to CONTRACTOR the decisions issued by ENGINEER. ~ 9.3.8. Records: (i) Maintain at the Project site files for correspondence, conference records, Submittals including Shop Drawings and Samples, reproductions of original Contract Documents including all Addenda, the signed Agreement, Written Amendments, Work Change Directives, Change Orders, Field Orders, additional Drawings issued after the Effective Date of the Agreement, ENGINEER's written clarifications and interpretations, progress reports, and other Project related documents; (ii) keep a diary or log book recording pertinent Work site conditions, activities, decisions and events. 9.3.9. Reports: (i) Furnish ENGINEER periodic reports of progress of the Work and of CONTRACTOR's compliance with the progress schedule and schedule of Submittals submissions; (ii) consult with ENGINEER in advance of scheduled major tests, inspections or start of important phases of SPK33661.B1 January 13, 1993 40825 - 9 SUPPLEMENTARY CONDITIONS ~ MODERN ELECTRIC WATER COMPANY 33661 A.SEA the Work; and (iii) assist in drafting proposed Change Orders, Work Change Directives, and Field Orders, obtain backup material from CONTR.ACTOR as appropriate. 9.3.10. Payment Requests: Review applications for payment with CONTRACTOR for compliance with the established procedure for their submission and forward with recommendations to ENGINEER, noting particularly the relationship of the payment requested to the schedule of values, Work completed and materials and equipment delivered at the site but not incorporated in the Work. 9.3.11. Certificates, Maintenance and Operation Manuals, Record Documents, and Work Site Records: During the course of the Work, monitor that these documents and other data required to be assembled, maintained, and furnished by CONTRACTOR are applicable to the items actually installed and in accordance with the Contract Documents, and have this material delivered to ENGINEER for review and forwarding to OWNER prior to final payment for the Work. 9.3.12. Completion: (i) Conduct final inspection in the company of ENGINEER, OWNER and CONTRAC"TOR; and (ii) notify CONTRACTOR and ENGINEER in writing of all particulars in which this inspection reveals that the Work is incomplete or defective; and (iii) observe that all items on final list have been completed, corrected, or accepted by OWNER and make recommendations to ENGINEER concerning acceptance. Limitations of Authority: 9.3.13. Resident Project Representative will not: 9.3.14.1. have authority to authorize any deviation from the Contract Documents or substitution of materials or equipment, unless authorized by ENGINEER; or 9.3.14.2. undertake any of the responsibilities of CONTRACTOR, Subcontractors or CONTRACTOR's superintendent; or 9.3.14.3. accept Submittals from anyone other than CONTRAC"TOR; or 9.3.14.4. authorize OWNER to occupy the Project in whole or in part; or 9.3.14.5. participate in specialized field or laboratory tests or inspections conducted by others except as specifically authorized by ENGINEER. SC-13.3. Supplement paragraph 13.3 of the General Conditions as follows: The CONTRACTOR shall establish an inspection program and a testing plan acceptable to the ENGINEER and shall maintain complete inspection and testing records available to ENGINEER. SPK33661.B 1 January 13, 1993 00825 10 S UPPLEMENTARY CONDITIONS MODERN ELECTRIC WATER COMPANY 33661 A.SEA SC-13.5. Supplement paragraph 13.5 of the General Conditions as follows: Tests required by Contract Documents to be perfonned by an independent laboratory for CONTRACTOR shall be made by a laboratory licensed or certified in accordance with Laws and Regulations and applicable state and local statutes. In the event state license or certification is not required, meet following applicable requirements: 1. "Recommended Requirements for Independent Laboratory Qualification," published by the American Council of Independent Laboratories. 2. Basic requirements of ASTM E3299 "Standard of Recommended Practice for Inspection and Testing Agencies for Concrete and Steel as Used in Construction" as applicable. 3. Calibrate testing equipment at reasonable intervals by devices of accuracy traceable to either the National Bureau of Standards or accepted values of natural physical constants. SC-13.5. Supplement paragraph 13.5 of the General Conditions as follows: Prior to requesting a certificate of Substantial Completion, and allowing occupancy of the facilities, CONTRAC"TOR shall provide an inspection by a state industrial safety representative or a federal or state (OSHA) representative qualified in the construction type being inspected, to determine that the facilities provided are in compliance with the state and federal safety requirements. Signed copies of the inspection reports shall be submitted to the ENGINEER for OWNER's files. Violations or deficiencies noted therein shall be resolved prior to occupancy of the facilities and before final payment will be made. SC-14.7.7. Delete paragraph 14.7.7 of the General Conditions in its entirety and insert the following in its place: 14.7.7. items entitling OWNER to retain set-offs from the amount recommended, including but not limited to: 14.7.7.1. OWNER compensation to ENGINEER at an esrimated average rate of $85 per each extra personnel hour for labor plus expenses because of the following CONTRACTOR-caused events: . 14.7.7.1.1. delays necessitating a time extension for the performance of ENGINEER's services; 14.7.7.1.2. retesting of defective Work; II 14.7.7.1.3. return visits to manufacturing facilities for shop testing or retesting; 14.7.7.1.4. Shop Drawing review in excess of three reviews by ENGINEER for substantially the same Submittal; . 14.7.7.1.5. evaluation of proposed substitutes and in making changes to Contract Documents occasioned thereby; 14.7.7.1.6. overtime worked by CONTRACTOR necessitating ENGINEER, ENGINEER's Consultant, Resident Project SPK33661.B 1 January 13, 1993 00825 11 SUPPLEMENTARY CONDITIONS MODERN FLECTRIC WATER COMPANY 33661 A.SEA Representative or Resident Project Representative's site staff, if any, to work extraordinary overtime. Such overtime would not have been contemplated by OWNER at the Bid opening; or 14.7.7.2. liability for liquidated damages incurred by CONTRACTOR as set forth in the Agreement. SC-14.8. Delete paragraph 14.8 of the General Conditions and replace it as follows: 14.8. Work shall be substantially complete at the time of final payment and acceptance. No interim Substantial Completion will be considered. SC-14.13. Supplement paragraph 14.13 of the General Conditions with the following: 14.13.1. Upon OWNER'S receipt of (i) ENGINEER's written recommendation of payment with C4NTRACTOR's Final Application for Payment and accompanying documentation, and (ii) ENGINEER's written notice that the Work is acceptable subject to the provisions of paragraph 14.15, OWNER will notify the Department of Revenue of the completion of the Work under these Contract Documents. Provided the Department of Revenue certifies there are no taxes or penalties due and owing from the CONTRACTOR, and there are no other known claims or Liens against the retained funds, the OWNER will make payment to the CONTRACfOR in accordance with paragraph 14.13 subject to the provisions of RCW Title 60.28. In the event unsatisfied claims or Liens for taxes, material, labor, and other services are known to exist, an amount will be further withheld from the retainage sufficient to satisfy the settlement of such claims and Liens, including attorney's fees incurred, and the remainder will be released from escrow, or released from the retained funds and paid to the CONTRACTOR. SC-1 b. Supplement Article 16 of the General Conditions as follows: 16.1 All appealed or unsettled claims, disputes or other matters between OWNER and CONTRACTOR arising out of or relating to the Contract Documents or the breach thereof, (except for claims which have been waived by the making or acceptance of final payment as provided by paragraph 14.15) shall first be submitted to mediation under the Construction Industry Mediation Rules of the . American Arbitration Association then obtaining prior to either of them initiating against the other a demand for arbitration. Should the mediation be unsuccessful, such claim, dispute or other matter (except for claims which have been waived by the making or acceptance of final payment as provided by paragraph 14.15) shall be decided by arbitration in accordance with the Construction Industry Arbitration Rules of the American Arbitration Association then obtaining subject to the limitations of this Article 16. The mediator of any claim, dispute or other matter submitted to mediation under this Agreement shall not serve as arbitrator of such claim, dispute, or other matter unless otherwise agreed. This Agreement so to mediate or to arbitrate and any other agreement or consent to mediate or to arbitrate entered into accordance with these Contract Documents will be specifically enforceable under the prevailing law of any court having jurisdiction. 16.2. No demand for mediation or arbitration of any appealed or unsettled claim, dispute or other matter that is required to be referred to ENGINEER initially for SPK33661.B 1 January 13, 1993 00825 - 12 SUPPLEMENTARY CONDITIONS MODERN ELECTRIC WATER COMPANY 33661A.SEA decision in accordance with paragraph 9.11 will be made later than 10 days after the date the executive negotiation has been declared unsuccessful by OWNER or CONTRACTOR; and the fa.ilure to demand mediation or arbitration within said 10 days' period will result in ENGINEER's decision being final and binding upon QWNER and CONTR.ACTOR. If ENGINEER renders a further decision after mediation or arbitration proceedings have been initiated, such decision may be . entered as evidence but will not supersede the proceedings, except where the decision is acceptable to the parties concerned. Time deadlines specified above apply to both mediation (after the executive negotiation has been declared unsuccessful by the OWNER or CONTRACTOR) and arbitration (after the mediation process has been declared unsuccessful by the OWNER or CONTRACTOR). 16.3 Notice of the demand for mediation or arbitration will be filed in writing with the other party to the Agreement and with the American Arbitration Association, and a copy will be sent to ENGINEER for informarion. The demand for mediation or arbitration will be made within the 10-day periods specified in paragraph 16.2 as applicable, and in ali other cases within a reasonable time after the unsettled claim, dispute or other matter has arisen, and in no event shall any such demand be made after the date when institution of legai or equitable proceedings based on such unsettled claim, dispute or other matter would be barred by the applicable statute of limitations. 16.4. Except as provided in paragraph 16.5 below, no arbitration arising out of or relating to the Contract Documents shall include by consolidation, joinder or in any other manner any other person or entity (including ENGINEER, ENGINEER's Consultant and the officers, directors, agents, employees or consultants of any of them) who is not a party to this contract unless: 16.4.1. the inclusion of such other person or entity is necessary if complete relief is to be afforded among those who are already parties to the arbitration, and 16.4.2. such other person or entity is substanrially involved in a question of law or fact which is common to those who are already parties to the arbitration and which will arise in such proceedings, and 16.4.3. the written consent of the other person or entity sought to be incl-uded and of OWNER and CONTRACTOR has been obtained for such inclusion, which consent shall make specific reference to this paragraph; but no such consent shall constitute consent to arbitration of any appealed or unsettled claim, dispute or other matter not specifically described in such consent or to arbitration with any party not specifically identified in such consent. 16.5. Notwithstanding paragraph 16.4, if an appealed or unsettled claim, dispute or other matter between OWNER and CONTRACTOR involves the Work of a Subcontractor, either OWNER or CONTRACTOR may join such Subcontractor as a party to the mediation or arbitration between OWNER and CONTRACTOR hereunder. CONTRACTOR shall include in all subcontracts required by paragraph 6.11 of the General Conditions a specific provision whereby the Subcontractor consents to being joined in mediation or an arbitration between OWNER and CONTRACTOR involving the Work of such Subcontractor. Nothing in this paragraph 16.5 nor in the provision of such subcontract consenting to SPK33661.B 1 January 13, 1993 00825 13 SUPPLEMENTARY CONDITI4NS MODERN ELECTRIC WATER COMPANY 33661 A.SEA joinder shall create any claim, right or cause of action in favor of Subcontractor and against OWNER, ENGINEER or ENGINEER's Consultants that does not otherwise exist. 16.6. The results of successful mediation will be implemented by a Change Order. The award rendered by the arbitrators will be final, judgement may be entered upon it in any court having jurisdiction thereof, and will not be subject to modification or appeal. SC-17.3. Supplement paragraph 17.3 of the General Conditions as follows: Contractors, Subcontractors, Suppliers and others on the Project, or their sureties, shall maintain no direct action against the ENGINEER, its officers, employees, affiliated corporations, and subcontractors, for any claim arising out of, in connection with, or resulting from the engineering services performed. Only the OWNER will be the beneficiary of any undertaking by the ENGINEER. END OF SECTION SPK33661.B 1 January 13, 1993 00825 14 SUPPLEMENTARY C4NDITIONS ~ ~ PART 4 SPECIFICATIONS : MODERN ELECTRIC WATER COMPANY 33661 A.SEA SECTION 01010 SUMMARY OF WORK (All Schedules) PART1 GENERAL 1.1 WORK COVERED BY CONTRACT DOCUMENTS A. The completed Work will provide OWNER with two 500,000-gallon fluted column elevated reservoirs along with piping connections to theu water distribution system, sitework, and appurtenances (Schedules A and B). Also included is demolition and disposal of two existing 1 00,000-gallon elevated reservoirs (Schedules C and D). B. The Work is divided into the following schedules: 1. Schedule A: Reservoir 1 Construction. 2. Schedule B: Reservoir 7 Construction. 3. Schedule C: Existing Reservoir Demolition and Disposal. 4. Schedule D: Existing Reservoir Demolition and Disposal. C. Alternates specified in the Contract Documents are as follows: 1. Schedule A, Deductive Alternate No. 1-Incorporation of the Reservoir Manufacturer's design for the foundation of Reservoir 1. 2. Schedule B, Deductive Alternate No. 1-Incorporation of the Reservoir Manufacturer's design for the foundation of Reservoir 7. 1.2 WORK NOT COVERED BY CONTRACT DOCUMENTS A. The OWNER will make a connection between the pump station control piping (Schedule A) and the pump station control system as shown on the Drawings. The Schedule A CONTRACTOR shall install the connection between the new reservoir outlet pipe and the control piping to the location shown on the Drawings. B. The OWNER will make a connection (tap) on the existing 10-inch asbestos cement waterline running east and west at the Reservoir 7 site (Schedule B). The Schedule B CONTRACTOR will be responsible to provide the 3/4-inch control piping to the connection and connecting to the tap provided by the OWNER. II 1.3 PROVISIONS FOR FUTURE WORK A. Provisions for future construction are as set forth in the Contract Documents. Provisions for future construction include the following (Schedules A and B): 1. The Reservoir Manufacturer will include provisions for installation of additional floors in the design and fabrication of the reservoir fluted columns. SPK33661.B 1 January 11, 1993 01010 . 1 S UMMAR Y OF W ORK 1biODERN ELECTRIC WATER COMPANY 33661 A.SEA 2. Conduits are provided for additional power and/or control conductors in the future. 3. Terminal blocks are provided to connect to an overall water system control system in the future. PART 2 PRODUCTS (Not Used) PART 3 EXECUTION (Not Used) END OF SECTION SPK33661.131 January 11, 1993 01010 2 SUMMARY OF WORK M4DERN ELECTRIC WATER COMPANY 33661 A.SEA SECTION 01025 MEASUREMENT AND PAYMENT (All Schedules) PART 1 GENERAL 1.1 ADMINISTRATIVE SUBMITTALS )VK A('I ()k" u1E~,tinnat~J Pr,~~rc~s l. Submit with initially acceptable schedule of values. 2. Submit adjustments thereto with each Application for Payment. C. Application for Payment: In accordance with paragraph 14.2 of the General , Conditions and as specified herein. D. Final Application for Payment: As specified herein. 1.2 SCHEDULE OF VALUES A. Reference paragraphs 2.6, 2.8, and 14.1 of the General Conditions. B. Format: 1. Prepare a separate schedule of values for each schedule of Work under the Agreement. 2. Lump Sum Work: a. Provide separate value for each item or task on the progress schedule. ' b. An unbalanced or front-end loaded schedule will not be acceptable. c. List separately such items as Bonds and insurance premiums, mobilization, demobilization and contract closeout facility startup, and other appropriate Division 1 activities. d. Include proportional amount of CONTRACTOR's overhead and profit in each line item. 3. Summation of the complete schedule of values representing all Work under the Agreement shall equal the Contract Price. C. Revise schedule(s) to reflect executed Change Orders with each Application for Payment. 1.3 PAYMENT A. General: Progress payments will be made monthly on the date established at the preconstruction meeting. B. Payment for all Work shown or specified in the Contract Documents is included in the Contract Price. No measurement or payment will be made for individual items. SPK33661.B 1 January 11, 1993 01025 1 MEASUREMENT AND PAYMENT J MODERN ELECTRIC WATER COMPANY 33661 A.SEA 1.4 NONPAYMENT FOR REJECTED OR UNUSED PRODUCTS A. Payment will not be made for following: l. Loading, hauling, and disposing of rejected material. 2. Quantities of material wasted or disposed of in manner not called for under Contract Documents. 3. Rejected loads of material, including material rejected after it has been placed by reason of failure of CONTRACTOR to conform to provisions of Contract Documents. 4. Material not unloaded from transporting vehicle. 5. Defective Work not accepted by OWNER. 6. Material remaining on hand after completion of Work. 1.5 PARTIAL PAYMENT FOR STORED MATERIALS AND EQUIPMENT A. Partial Payment: Reference paragraph 14.2 of the General Conditions. No partial payments will be made for mechanical, electrical, or interface equipment delivered or stored unless acceptable final operation and maintenance manuals are delivered to ENGINEER. B. Final Payment: Will be made only for materials incorporated in Work; remaining materials, for which partial payments have been made, shall revert to CONTRACTOR unless otherwise agreed, and partial payments made for those items will be deducted from final payment. 1.6 FINAL APPLICATION FOR PAYMENT A. Reference paragraphs 14.12 through 14.15 of the General Conditions, Section 01700, CONTRACT CLOSEOUT, and as may otherwise be required in Contract Documents. B. Prior to submitting final application, make acceptable delivery of required documents. PART 2 PRODUCTS (Not Used) PART 3 EXECUTION (Not Used) END OF SECTION SPK33661.B 1 January 11, 1993 01025 2 MEASUREMENT AND PAYIViENT MODERN ELECTRIC WATER COMPANY 33661 A.SEA SECTION 01040 COORDINATION (All Schedules) PART1 GENERAL 1.1 COORDINATION OF OWNER' S WORK B Y OTHERS A. Reference paragraphs 7.1 and 7.5 of the Supplementary Conditions for coordination of OWNER's work by others, if any, and coordinate CONTRACTOR's Work with 4WNER or OWNER's designated coordinator. 1.2 RELATED WORK AT SITE A. Reference paragraphs 6.20 and 7.1 through 7.3 of General Conditions. B. Other work is anticipated to be performed at site by others during and in sequence with scheduled performance of Work under these Contract Documents as follows. C. Public Utilities and Agencies: 1. Water: a. Agency and Contact Person: Modern Electric Water Company, Denny Lopp, 509/928-4540. b. Work to be performed by Modern Electric Water Company: 1) Operational adjustments of the water distribution system to allow Reservoirs 1 and 7 to be brought into service. 2) Connection of control piping installed by Schedule A CONTRACTOR to existing pump control system. 3) Tap of existing 10-inch asbestos cement pipeline at Reservoir 7. 4) Connection of control piping shall be complete prior to startup of Reservoir 1. 5) Operational adjustments to the water distribution system shall be complete prior to startup of Reservoir 1. 6) Installadon of the asbestos cement pipe tap at Reservoir 7 shall be complete prior to startup of Reservoir 7. c. Work to be performed by CONTR.ACTOR: 1} Coordinate CONTRACTOR's Work with Modern Electric Water Company. 2) Installation of control piping to connection to existing control system at Reservoir 1(Schedule A). 3} Installation of control piping and connection to the utility installed tap at Reservoir 7(Schedule B). D. Other Contractors: 1. The OWNER may award Schedules A, B, C, and D to different CONTRACTORS. Coordination between the schedules is required to complete the Work as described herein under SEQUENCE OF WORK. SPK33661.B1 January 11, 1993 01040 1 COORDINATION MODERN ELECTRIC WATER COMPANY 33661 A.SEA 2. Coordinate CONTRACTOR's Work with other contractors. 1.3 LJTILITIES A. Coordinate Work with various utilities within Project limits in accordance with paragraphs 6.20 and 7.1 through 7.3 of General Condirions. Notify applicable utilities prior to commencing Work, if damage occurs, or if conflicts or emergencies arise during Work. 1. Modern Electric Water Company (Electricity): a. Contact Person: Dick Winn. b. Telephone: 509/928-4540. 2. US West Communications (Telephone): a. Contact Person: Donna. b. Telephone: 509/455-2991. 3. Modern Electric Water Company (Water): a. Contact Person: Denny Lopp. b. Telephone: 509/928-4540. 1.4 PROTECT NiEETINGS A. General: 1. ENGINEER: Schedule physical arrangements for meetings throughout progress of Work, prepare meeting agenda with OWNER and CONTRACTOR input and distribute with written notice of each meeting, preside at meetings, record minutes to include significant proceedings and decisions, and reproduce and distribute copies of minutes within 5 days after each meeting to participants and parties affected by meeting decisions. 2. Representatives of OWNER, CONTRACTOR, and Subcontractors shall attend meetings, as needed. B. Preconstruction Conference: 1. As set forth in paragraph 2.8 of General Conditions to be held at Project site. 2. Attendees may include but not be limited to: a. OWNER's representatives. b. CONTRACTOR's office representative. c. CONTRACTOR's resident superintendent. d. CONTRACTOR's quality control representative. e. Subcontractors' representatives whom CONTRACTOR may desire or ENGINEER may request to attend. f. ENGINEER's representatives. g. Others as appropriate. C. Preliminary Schedules Acceptability Review Meeting: As set forth in paragraph 2.9 of General Conditions. D. Progress Meetings: l. ENGINEER will schedule regular progress meetings at Project site, conducted monthly to review Work progress, progress schedule, SPK33661.13 1 January 11, 1993 01040 2 COORDINATION MODERN ELECTRIC WATER COMPANY 33661 A.SEA Submittals submissions schedule, Application for Payment, contract modifications, and other matters needing discussion and resolution. 2. CONfRACTOR: Furnish at progress meeting a brief narrative report, in form agreed upon by CONTRACTOR and ENGINEER to include as a minimum: a. Summary of Work completed during the past period between meetings. b. Work planned during the next month. c. Explanation of differences between summary of the Work i completed and previously submitted Work plan. d. Current and anticipated delaying factors and their estimated impact on other activities and completion Milestones. e. Corrective action taken or proposed. 3. Attendees will include: a. OWNER's representative(s), as appropriate. b. CONTRACTOR, Subcontractors, and Suppliers, as appropriate. c. ENGINEER's representative(s). d. Others as appropriate. E. Other Meetings: In accordance with Contract Documents and as may be required by OWNER and ENGINEER. 1.5 SEQUENCE OF WORK A. General: 1. Work contemplated under this contract shall be done in a sequence that will allow the OWNER to provide continuous service to its customers. Existing Reservoirs 1 and 7 provide control for the OWNER's water supply wells. After completion of construction of new Reservoirs 1 and 7, control of the wells will be provided from the new reservoirs. In addition, the new reservoirs will require operational changes within the OWNER's water distribution system to change the existing pressure service zones to take full advantage of the capabilities of the new reservoirs. 2. It is envisioned that Reservoir 1(Schedule A) will be completed and placed in operation first. This will allow service to both the existing Reservoir 1 and Reservoir 7 service areas to be provided by new Reservoir 1. Schedule C, Existing Reservoir 1 Demolition and Disposal, can proceed after new Reservoir 1 is placed in service. 3. Once Reservoir 1 is placed in service, Demolition and Disposal of Existing Reservoir 7(Schedule D) can begin. Schedule D Work must be complete prior to completion of Schedule B to allow completion of Schedule B Work that is located under existing Reservoir 7. 4. The OWNER will consider alternative sequences for construction that will provide the same level of continuous service to its customers at no additional cost. B. Include the Milestones and sequences of Work specified herein as a part of the progress schedule required under Section 01310, PROGRESS SCHEDULES. . C. Substantially complete the following construction facilities or activities by the Milestone completion dates shown. These activities are critical to the overall completion of the Work. SPK33661.B 1 January 11, 1993 01040 . 3 COORDINATION MODERN ELECTRIC WATER COMPANY 33661 A.SEA Completion Date or Calendar Days From Date Facilitv/Activitv the Contract Times Commence Schedule A, Reservoir 1 Construction: Reservoir Erection Ready for March l, 1994 Painting Reservoir Painting, Cleaning, and June 1, 1994 Startup Schedule B, Reservoir 7 Construction: Reservoir Erection Ready for July 1, 1994 Painting Reservoir Painting, Cleaning, and September 1, 1994 Startup Schedule C, Existing Reservoir 1 49 days from Notice to Proceed Demolition and Disposal Schedule D, Existing Reservoir 7 49 days from Notice to Proceed Demolition and Disposal D. Construct Work in the following sequences: 1. Startup of Schedule A cannot be completed until Modern Electric Water Company completes operational adjustments to the water distribution system. 2. Schedule C Work cannot begin until completion of Schedule A, which will occur on or before June 1, 1994. 3. Completion of Schedule B cannot occur until Schedule D Work is completed to allow for construction of drywell system and installation of landscaping. E. Construct Work in stages to a11ow for OWNER's continuous occupancy and for uninterrupted operation during construction. Coordinate construction schedule and operation with the OWNER. F. Be responsible for Work required to maintain OWNER's operations. Sequences other than those specified will be considered by ENGINEER, provided they afford equivalent continuity of operations. G. Perform Work continuously during critical connections and changeovers, and as required to prevent interruption of OWNER's operations. H. Coordinate proposed Work with the ENGINEER and facility operations personnel before requesting shutdowns. Under no circumstances cease Work at the end of a normal working day if such actions may inadvertently cause a cessation of system operation, in which case, remain onsite until necessary repairs are complete. . I. Do not close lines, open valves, or take other action which would affect the operation of existing systems, except as specifically required by the Contract Documents and after approval of OWNER and ENGINEER. Such actions will be considered by OWNER and ENGINEER upon 48 hours written notice to ENGINEER. SPK33661.B 1 January 11, 1993 01040 - 4 COORDINATION :viODERN ELECTRIC WATER COMPANY 33661 A.SEA 1.6 ADJACENT FACILITIES AND PROPERTIES A. Examination: l. After Effective Date of the Agreement and before Work at Project site is started, CONTRACTOR, ENGINEER, and affected property owners and utility owners shall make thorough examination of pre-existing conditions including existing buildings, structures, and other improvements in vicinity of Work, as applicable, which might be damaged by construction operations. Periodic reexamination shall be jointly performed to include, but not limited to, cracks in structures, settlement, leakage, and similar conditions. 2. Record observations for signature of ENGINEER and CONTRACTOR. B. Documentation: 1. Submit two copies of photographs or other records docurnenting examination for ENGINEER's signature. ENGINEER will review, sign, and return one record copy of every observation document and photograph to CONTRACTOR to be kept on file in CONTRACTOR's field office as Work site records. 2. These observations and photographs are intended for use as indisputable evidence in ascertaining whether and to what extent damage occurred as a result of CONTRACCOR's operations, and are for protection of adjacent property owners, COIv"I'RACTOR, and OWNER. 1.7 OWNER' S OCCUPANCY A. OWNER will occupy the premises during the entire period of constn.iction for the conduct of its normal operations. Cooperate with OWNER in all construction operations to minimize conflict and to facilitate OWNER access and usage. 1.8 OWNER FACILITIES A. Operation and Shutdown of Existing Facilities: l. Continuous operation of OWNER's facilities is of critical importance. Schedule and conduct activities to enable existing facilities to operate continuously, unless otherwise specified. 2. Do not proceed with Work affecting a facility's operation without obtaining OWNER's advance approval of the need for and duration of such Work. 3. Provide 48 hours advance request for approval to OWNER of need to shut down any portion of the water system. B. Relocation of Existing Facilities: 1. During construction, it is expected that minor relocations of Work will be necessary. 2. Provide complete relocation of existing Underground Facilities; including piping, utilities, e,quipment, structures, electrical conduit wiring, electrical duct bank, and other necessary items. SPK33661.B1 January 11, 1993 01040 5 COORDINATION MODERN ELECTRIC WATER COMPANY 33661 A.SEA 3. Use only new materials for relocated facility. Match materials of existing facility, unless otherwise shown or specified. 4. As part of the Work it may be necessary to provide temporary relocation of piping, equipment, or other existing facilities such as the Reservoir 7 overflow piping to complete the Work. The CONTRACTOR shall provide all materials and Work required to maintain operation of OWNER's facilities. 5. Perform relocations to minimize downtime of existing facilities. f. Install new portions of existing facilities in their relocated position prior to removal of exisring facilities, unless otherwise accepted by ENGINEER. 1.9 PHYSICAL COIV'DITIONS A. Exercise reasonable care to verify locations of existing subsurface structures and Underground Facilities, proceeding in accordance with either paragraph 4.2 or 4.3 of General Conditions. B. Thoroughly check immediate and adjacent areas subject to excavation by visual examination (and by electronic metal and pipe detection equipment, as necessary) for indications *of subsurface structures and Underground Facilities. C. Make exploratory excavations where existing Underground Facilities or structures may potentially conflict with proposed Underground Facilities or structures. Conduct exploratory excavations in presence of ENGINEER and sufficiently ahead of construction to avoid possible delays to CONTRACTOR's Work. 1.10 CONSTRUCTION PHOTOGRAPHS A. Provide photographs showing the preconstruction site, construction progress, and the post-construction site. All photographs shall be taken by an experienced photographer, equipped to take interior/exterior photographs. Film handling and development shall be done by commercial laboratories. Use 35 mm color film and indicate on the back of each print the date, job title, and brief description of the photographs and location where the photograph was taken. Deliver to ENGINEER four 3-inch by 5-inch glossy color prints of each exposure, with all negatives. B. Take 48 exposures of the preconstruction site and the property adjacent to the perimeter of the construction site. Particular emphasis shall be directed to structures both inside and outside the site, or as directed by the ENGINEER. C. Take 12 exposures monthly showing the progress of construction. The location of these photographs shall be determined by ENGINEER. D. Take 24 exposures of the post-construction site and the property adjacent to the perimeter of the site. Particular emphasis shall be directed to structures both inside and outside the plant boundary, or as indicated by ENGINEER. SPK33661.B 1 January 11, 1993 01040 6 COORDINATION MODERN ELECTRIC WATER COMPANY 33661 A.SEA 1.11 REFERENCE POINTS AND SURVEYS A. ENGINEER's Responsibilities: ~ 1. Establish bench marks convenient to Work. 2. Establish horizontal reference points or coordinate system with bench marks and reference points for CONTRACTOR's use as necessary to lay out Work. B. Location and elevation of bench marks are shown on Drawings. C. Dimensions for lines and elevations for grades of structures, appurtenances, and utilities are indicated on Drawings, together with other pertinent information required for laying out Work. If conditions vary from those indicated, notify ENGINEER immediately, who will make minor adjustments required. D. ENGINEER may perform checks to verify accuracy of CONTRACTOR's layout Work and that completed Work complies with Contract Documents. E. Any existing survey points or other control markers destroyed without proper authorization will be replaced by owner of the survey points or control markers at the CONTRACTOR's expense. F. CONTRACTOR's Responsibilities: l. Provide additional survey and layout required. 2. Locate and protect reference points prior to starting Work at site. 3. Notify ENGINEER at least 3 working days in advance of time when grade and line to be provided by others will be needed. 4. Check and establish exact location of existing facilities prior to construction of new facilities and any connections thereto. 5. In event of discrepancy in data or staking provided by ENGINEER, request clarification before proceeding with Work. 6. Preserve and leave undisturbed control staking untit ENGINEER has completed checks it deems necessary. 7. Re-establish reference points resulting from destruction by CONTRACTOR's operations. 8. Provide competent employee(s), tools, stakes, and other equipment and materials as ENGINEER may require to: a. Check layout, survey, and measurement Work performed by others. b. Measure quantities for payment purposes. 9. Cooperate with ENGINEER so that checking and measuring may be accomplished with least interference to CONTRACTOR's operations. PART 2 PRODUCTS (Not Used) PART 3 EXECUTI4N 3.1 SALVAGE OF MATERIALS A. Materials to be salvaged include: ~ 1. Valves and fittings (Schedule A and Schedule C). I SPK33661.B 1 January 11, 1993 01 040 7 COORDINATION MODERN ELECTRIC WATER COMPANY 33661 A.SEA 2. Alarm system (Schedule C). 3. Safety climb systems (Schedule C and Schedule D). B. Salvage materials for OWNER's use where shown or indicated. 1. Remove material with extreme care so as not to damage for future use. 2. Promptly remove from Work area salvaged materials. 3. Store materials where instructed by OWNER on Work site. C. Meet with ENGINEER and OWNER prior to starting to dismantle equipment or piping designated to be salvaged. ENGINEER will indicate locations where equipment is to be disconnected. D. Provide new or repair damaged equipment or material specified or indicated to be salvaged. Clean and protect equipment from dust, dirt, natura] elements, and store as directed. 3.2 CUTTING, FITTING, AND PATCHING A. General: Reference paragraphs 7.1, 7.2, and 7.3 of the General Conditions. 1. Cut, fit, adjust, or patch Work and work of others, including excavation and backfill as required, to make Work complete. 2. Obtain prior written authorization of ENGINEER before commencing Work to cut or otherwise alter: a. Structural or reinforcing steel, structural columns or beams, elevated slabs, trusses, or any other structural member. b. Weather- or moisture-resistant elements. c. Efficiency, maintenance, or safety of element. d. Work of others. 3. Refinish surfaces to provide an even finish. a. Refinish continuous surfaces to nearest intersection. b. Refinish entire assemblies. c. Finish restored surfaces to such planes, shapes, and textures that no transition between existing work and Work is evident in finished surfaces. 4. Restore existing work, Underground Facilities, and surfaces that are to remain in completed Work including concrete-embedded piping, conduit, and other utilities as specified and as shown. 5. Make restorations with new materials and appropriate methods as specified for new Work of similar nature; if not specified, use best recommended practice of manufacturer or appropriate trade association. 6. Fit Work airtight to pipes, sleeves, ducts, conduit, and other penetrations through surfaces and fill voids. 7. Remove specimens of installed Work for testing when requested by ENGINEER. END OF SECTION SPK33661.B 1 January 11, 1993 01040 8 COORDINATION MODERN ELECTRIC WATER COMPANY 33661A.SEA SECTION 01092 ABBREVIATIONS (All Schedules) PART1 GENERAL 1.1 REFERENCE TO STANDARDS AND SPECIFICATIONS OF TECHNICAL SOCIETIES A. Reference to standards and specifications of technical societies and reporting and resolving discrepancies associated therewith shall be as provided in paragraph 3.3 of the General Conditions, and as may otherwise be required herein and in the individual Specification sections. B. Work specified by reference to the published standard or specification of a government agency, technical association, trade association, professional society or institute, testing agency, or other organization shall meet the requirements or surpass the minimum standards of quality for materials and workmanship established by the designated standard or specification. C. Where so specified, products or workmanship shall also meet or exceed the additional prescriptive or performance requirements included within the Contract Documents to establish a higher or more stringent standard of quality than that required by the referenced standard. D. Where two or more standards are specified to establish quality, the product and workmanship shall meet or exceed the requirements of the most stringent. E. Where both a standard and a brand name are specified for a product in the Contract Documents, the proprietary product named shall meet or exceed the requirements of the specified reference standard. F. Copies of standards and specifications of technical societies: 1. Copies of applicable referenced standards have not been bound in these Contract Documents. 2. Where copies of standards are needed by the CONTRACTOR, obtain a copy or copies directly from the publication source and maintain in an orderly manner at the site as Work site records, available to the CONTRACTOR's personnel, Subcontractors, OWNER, and ENGINEER. 1.2 ABBREVIATIONS A. Abbreviations for trade organizations and government agencies: Following is a list of construction industry organizations and government agencies to which references may be made in the Contract Documents, with abbreviations used. 1. AA Aluminum Association 2. AABC Associated Air Balance Council 3. AAMA American Architectural Manufacturers Association SPK33661.B1 January 11, 1993 01092 . 1 ABBREVIATIONS MODERN ELECTRTC WATER COMPANY 33661A.SEA 4. AASHTO American Association of State Highway and Transportation Officials 5. ACI American Concrete Institute 6. AFBMA Anti-Friction Bearing Manufacturers' Association 7. AGA American Gas Association 8. AGMA American Gear Manufacturers' Association 9. AI Asphalt Institute 10. AISC American Institute of Steel Construction 11. AISI American Iron and Steel Institute 12. AITC American Institute of Timber Construction 13. ALS American Lumber Standards 14. AMA Acoustical Materials Association 15. AMCA Air Movement and Control Association 16. ANSI American National Standards Institute 17. APA American Plywood Association 18. API American Petroleum Institute 19. APWA American Public Works Association 20. AREA American Railway Engineering Association 21. ARI Air Conditioning and Refrigeration Institute 22. ASA American Standards Association 23. ASAE American Society of Agricultural Engineers 24. ASCE American Society of Civil Engineers 25. ASHRAE American Society of Heating, Refrigerating and Air- Conditioning Engineers, Inc. 26. ASME American Society of Mechanical Engineers 27. ASTM American Society for Testing and Materials 28. AWI Architectural WoodWork Institute 29. AWPA American Wood Preservers' Association 30. AWPB American Wood Preservers Bureau 31. AWPI American Wood Preservers' Institute 32. AWS American Welding Society 33. AWWA American Water Works Association 34. BHMA Builders Hardware Manufacturers' Association 35. CBMA Certified Ballast Manufacturers' Association 36. CDA Copper Development Association 37. CGA Compressed Gas Association 38. CIPRI Cast Iron Pipe Research Institute 39. CISPI Cast Iron Soil Pipe Institute 40. CMAA Crane Manufacturers' Association of America 41. CRSI Concrete Reinforcing Steel Institute 42. CS Commercial Standard 43. CSA Canadian Standards Association 44. CSI Construction Specifications Institute 45. CTSS Caltrans Standard Specification 46. EJCDC Engineers Joint Contract Documents' Committee 47. ETL Engineering Test Laboratories 48. FCC Federal Communications Commission 49. FEMA Federal Emergency Management Agency 50. FGMA Flat Glass Marketing Association . 51. FM Factory Mutual 52. Fed. Spec. Federal Specifications 53. FS Federal Specification 54. GA Gypsum Association 55. HI Hydraulic Institute 56. HMI Hoist Manufacturers' Institute SPK33661.B1 January 11, 1993 01092 2 ABBREVIATIONS MODERN ELECTRIC WATER COMPANY 33661 A.SEA 57. ICBO International Conference of Building Officials 58. ICEA Insulated Cable Engineers' Association 59. IEEE Institute of Electrical and Electronics Engineers, Inc. 60. IES Illuminating Engineering Society 61. IFI Industrial Fasteners Institute 62. ISA Instrument Society of America . 63. ISO Insurance Service Office 64. JIC Joint Industry Conferences of Hydraulic Manufacturers 65. MIA Marble Institute of America 66. Mil. Sp. Military Specification or MIL 67. MS Military Specifications 68. MMA Monorail Manufacturers' Association 69. NAAMM National Association of Architectural Metal Manufacturers 70. NACE Nationai Association of Corrosion Engineers 71. NBHA National Builders' Hardware Association 72. NEC National Electrical Code 73. NEMA National Electrical Manufacturers' Association 74. NESC National Electric Safety Code 75. NFPA National Fire Protection Association 76. NHLA National Hardwood Lumber Association 77. NHPMA Northern Hardwood and Pine Manufacturer's Association 78. NLMA National Lumber Manufacturers' Association 79. NRCA National Roofing Contractors Association 80. NSF National Sanitation Foundation Testing Laboratory 81. NSPE National Society of Professional Engineers 82. NTMA National Terrazzo and Mosaic Association 83. NWWDA National Wood Window and Door Association 84. OECI Overhead Electrical Crane Institute 85. OSHA Occupational Safety and Health Act (both Federal and State) 86. PCI Prestressed Concrete Institute 87. PEI Porcelain Enamel Institute $8. PPI Plastic Pipe Institute 89. PS Product Standards Section-U.S. Department of Commerce 90. RMA Rubber Manufacturers' Association 91. SAE Society of Automotive Engineers 92. SCPRF Structural Clay Products Research Foundation 93. SDI Steel Deck Institute 94. SDI Steel Door Institute 95. SIGMA Sealed Insulating Glass Manufacturing Association 96. SJI Steel Joist Institute 97. SMACNA Sheet Metal and Air Conditioning Contractors National Association 98. SPI Society of the Plastics Industry 99. SSPC Steel Structures Painting Council 100. SWI Steel Window Institute 101. TEMA Tubular Exchanger Manufacturers' Association 102. TCA Tile Council of America 103. UBC Uniform Building Code 104. UFC Uniform Fire Code 105. LTL Underwriters Laboratories Inc. 106. UMC Uniform Mechanical Code SPK33661.131 January 11, 1993 01092 3 ABBREVIATIONS N'ODERN ELECTRIC WATER COMPANY 33661 A.SEA 107. US U.S. Bureau of Standards 108. USBR Bureau of Reclamation 109. WCLIB West Coast Lumber Inspection Bureau 110. WWPA Western Wood Products Association PART 2 PRODUCTS (Not Used) PART 3 EXECUTION (Not Used) END OF SECTION SPK33661.B 1 January 11, 1993 01092, 4 ABBREVIATIONS MODERN ELECTRIC WATER COMPANY 33661 A.SEA SECTION 01300 SUBMITTALS (All Schedules) PART 1 GENERAL 1.1 GENERAL A. Reference paragraphs 1.37.b and 6.24 through 6.28 of General Conditions. B. Copies: Submit four, unless otherwise specified. C. Inquiries: Direct to ENGINEER regarding procedure, purpose, or extent of Submittal. D. Submittal Submission Procedures: As provided in General Conditions, as specified herein, and as may otherwise be established during the preconstruction conference. E. OWNER's Authorization: At any time, OWNER may authorize changes to procedures and requirements for Submittals, as necessary to accomplish specific purpose of each Submittal. Such authorization will be by Field Order or Work Change Directive. F. Timeliness: Make submissions in accordance with requirements of individual Specification sections, as shown on the current accepted schedule of Submittals submissions, and in such sequence as to cause no delay in Work or in work of other contractors. G. Identification of Submittals: l. Complete, sign, and transmit with each Submittal package, one Transmitta] of CONTRACTOR's Submittal Form attached at the end of this section. 2. Identify each Submittal with numbering and tracking system approved by ENGINEER: a. Sequentially number each Submittal. b. Resubmission of a Submittal will have original number with sequential alphabetic suffx. 3. Show date of submission and dates of previous submissions. 4. Show Project title and OWNER's contract identification and contract number. 5. Show names of CONTRACTOR, Subcontractor or Supplier, and manufactwer as appropriate. 6. Identify, as applicable, Contract Document section and paragraph to which Submittal applies. 7. Clearly identify revisions from previous submissions. H. Incomplete Submittal Submissions: l. At ENGINEER's sole discretion, ENGINEER will either (i) return the entire Submittal for CONTRACTOR's revision/correction and I SPK33661.B 1 January 11, 1993 01300 1 SUB MITTALS MODERN ELECTRIC WATER COMPAN Y 33661 A.SEA resubmission, or (ii) retain portions of the Submittal and request submission/resubmission of specified items or as noted thereon. 2. Submittals which do not clearly bear CONTRACTOR's specific written indication of CONTRACTOR review and approval of Submittal or which are transmitted with an unsigned or uncertified submission form or as may otherwise be required under Contract Documents, will be returned to CONTRACTOR unreviewed for resubmission in accordance with Contract Documents. 3. Delays, resequencing or other impact to Work resulting from CONTRACTOR's submission of unchecked or unreviewed, incomplete, inaccurate or erroneous, or nonconforming Submittals, which will require CONTRACTOR's resubmission of a Submittal for ENGINEER's review, shall not constitute a basis of cla.im for adjustment in Contract Price or Contract Times. I. Nonspecified Submissions: Submissions not required under these Contract Documents and not shown on schedule of Submittals submissions will not be reviewed and will be returned to CONTRACTOR. J. Transmit Submittals in accordance with current accepted schedule of Submittals submissions, and deliver as follows: 1. Submittals to OWNER: Modern Electric Water Company, North 904 Pines Road, Opportunity, WA 99214. 2. Submittals to ENGINEER: CH2M HILL, 601 West Riverside Avenue, Suite 1240, Spokane, WA 99201-0611. K. Disposition of Submittals, Except Shop Drawings and Samples: As specified herein for administrative Submittals. ENGINEER will review, stamp, and indicate requirements for resubmission or acceptance on Submittal as follows: 1. Accepted: a. Reference paragraph 2.9 of General Conditions for intent. b. CONTRACTOR may proceed to perform Submittal related Work. c. One copy sent to Resident Project Representative. d. One copy for ENGINEER's file. e. Two copies returned to CONTRACTOR, one for onsite records. 2. Rejected as Noted (Revise/Correct or Develop Replacement and Resubmit): a. Revise%orrect in accordance with ENGINEER's comments and resubmit. b. One copy to ENGINEER's file. c. One copy to Resident Project Representative. d. Two copies returned to CONTRACTOR appropriately annotated. L. ENGINEER's Review: ENGINEER will act upon CONTRACTOR's Submittal and transmit response to CONTRACTOR not later. than 30 days after receipt, unless: (i) specified otherwise or (ii) accepted by ENGINEER as set forth in Paragraph ENGINEER's Duties below and identified on current schedule of Submittals submissions. Resubmittals will be subject to the same review time. SPK33661.B 1 January 11, 1993 01300 2 SUBMITTALS MQDERN ELECTRIC WATER COMPANY 33661 A.SEA M. ENGINEER's Duties: 1. Review Submittals with reasonable promptness and in accordance with current schedule of Submittals submissions. a. No extension of Contract Times will be allowed due to ; ENGINEER's review of Submittals, unless all of following criteria are met: 1) CONTRACTOR has notified ENGINEER in writing that timely review of Submittal in question is critical to progress of Work, and has received ENGINEER's written acceptance to reflect such on schedule of Submittals submissions and progress schedule. Acceptance of a progress schedule containing Submittal review times less than specified above or agreed to by ENGINEER will not constitute ENGINEER's acceptance of the review times. 2► ENGINEER has failed to review and retum first submission of a Submittal within agreed time indicated on current schedule of Submittal submissions or, if no time is indicated thereon, within 30 days. 3) CONTRACTOR demonstrates that delay in progress of Work is directly attributable to ENGINEER's failure to return Submittal within time indicated and accepted by ENGINEER. b. No extension of Contract Times will be allowed due to delays in progress of Work caused by rejection and subsequent resubmission of Submittals, including multiple resubmissions. 2. Review, return for correction, reject, or accept or approve Submittals submissions only as set forth in applicable paragraphs of General Conditions and as required by accepted schedule of Submittals submissions. 3. Stamp and indicate requirements for resubmission and acceptance or approval of Submittal submission. 4. Return Submittals to CONTRACTOR for distribution or revision and resubmission. 5. Transmit to CONTRACTOR without review Submittal submissions received directly from Subcontractors, Suppliers, manufacturers, and nonrequired submissions from CONTRACTOR. 1.2 ADMINISTRATIVE SUBMITTALS A. Description: Submittals required by Contract Documents that are not Shop Drawings or Samples, or that do not reflect quality of product or method of construction. Administrative Submittals may include, but will not be limited to those Submittals identified below. B. Copies: Submit four. C. Applications for Payment (and Cash Allowance Data and Values): Meet requirements of Section 01025, MEASUREMENT AND PAYMENT. D. Construction Photographs: In accordance with Section 010401 . COORDINATION, and as may otherwise be required in the Contract Documents. SPK33661.B 1 January 11, 1993 01300 3 SUB MITTALS I MODERN ELECTRIC WATER COMPANY 33661A.SEA E. Progress Reports and Quantity Charts: As may be required in Section 01310, PROGRESS SCHEDULES. F. Procedures for Scheduling and Managing Submittals: Submit CONTRACTOR's procedures and to include those of Subcontractors, manufacturers, offsite fabricators, and Suppliers, and adjust as necessary to reflect the Work. G. Schedules: l. General: Meet the requirements of paragraphs 2.6, 2.9, 6.6, and 14.2 of the General Conditions. 2. Progress Schedule(s): Meet the requirements of Section 01310, PROGRESS SCHEDULES. 3. Schedule of Values: Meet requirements of Section 01025, MEASUREMENT AND PAYMENT. 4. Schedule of Submittals Submissions: a. Prepare and submit as required, preliminary Submittals submissions list grouped by Contract Document article/paragraph number or Specification section number, with identification, numbering and tracking system as specified under Paragraph Identification of Submittals and as approved by ENGINEER. b. Include in Submittal list only these following required submissions: 1) Shop Drawings and Samples. 2) Certificates of inspection. 3} Test reports. 4} Operation and maintenance manuals. 5} Record documents. 6) Specifically required certificates, warranties, and service agreements. 7) Listing of Specifications and products for which substitutes or "or-equals" will be proposed. c. Periodically update Submittals list to reflect subsequent changes to Contract Documents. d. Coordinate with progress schedule and, utilizing Submittals list, prepare schedule of Submittals submissions to show for each clearly identified Submittal, at a minimum, the following: 1) Estimated submission date to ENGINEER. 2) Specifically requested and clearly identified review time if shorter than that set forth herein for ENGINEER, with justification for such request and critical dates Submittals will be needed from ENGINEER. 3) The estimated Submittal submission date shall be week and month. e. Submit to ENGINEER monthly (i) updated Submittals list if changes have occurred, otherwise submit a written communication confirming existing list, and (ii) revised schedule of Submittals submissions reflecting Submittal submission activity planned for forthcoming 6-month time period and • beyond. Coordinate with progress schedule updates. H. Subcontractor or Supplier Lists: As may be required in Supplementary Conditions during construction of the Work. SPK33661.13 1 January 11, 1993 01300 4 SUBMITTALS MODERN ELECTRIC WATER COMPANY 33661 A.SEA I. Submittals Required by Laws and Regulations and Governing Agencies: 1. Submit promptly notifications, reports, certifications, payrolls, and otherwise as may be required, directly to the applicable federal, state, or local governing agency or their representative. 2. Transmit to ENGINEER for OWNER's records one copy of correspondence and transmittals (to include enclosures and attachments) between CONTRACTOR and governing agency. 1.3 SHOP DRAWINGS A. Description: Rzference paragraph 1.35 of the General Conditions. B. Excessive Shop Drawing Review: Reference paragraph 6.25.4 of Supplementary Conditions. Review of the first submission and two resubmissions of Shop Drawings will be performed by ENGINEER and ENGINEER's Consultants, as appropriate, at no cost to CONTRACTOR. Subsequent additional resubmissions of that Shop Drawing will be reviewed by ENGINEER and ENGINEER's Consultants, however ENGINEER will document work hours and other expenses required to perform such additional review(s) and CONTRACTOR shall reimburse OWNER for these costs. C. Substitute and "Or-Equal" Items: Meet requirements of paragraph 6.7 of General Conditions. D. Copies: Submit five. E. Submit Shop Drawings to ENGINEER in accordance with paragraphs 6.24 through 6.28 of General Conditions and as specifically requued by individual Specification sections for equipment and materials to be furnished under these Contract Documents. F. Identify and Indicate: 1. Pertinent Drawing sheet(s) and detail number(s), products, units and assemblies, and system or equipment identification or tag numbers. 2. Critical field dimensions and relationships to other critical features of Work. a. Each deviation or variation from Contract Documents in accordance with paragraph 6.25.3 of General Conditions. G. Resubmissions: Clearly identify each correction or change made pursuant to ENGINEER's previous review and request for changes, and each additional change made not at ENGINEER's request. H. Foreign Manufacturers: When proposed, include following additional information: 1. Names and addresses of at least two companies closest to Project that maintain technical service representatives. 2. Complete inventory of spare parts and accessories for each piece of ( equipment. ' SPK33661.B 1 January 11, 1993 ; 01300 5 SUBMITTALS MODERN ELECTRIC WATER COMPANY 33661 A.SF k 1. Preparation: 1. Format: Whenever possible, schedule for and combine Shop Drawings required for submission in each Specification section into a single Submittal package. 2. Present in a clear and thorough manner and of sufficient detail to show kind, size, arrangement, and function of components, materials, and devices and compliance with Contract Documents. Identify details by reference to sheet and detail, and schedule or room numbers shown on Drawings. 3. Minimum Sheet Size: 8-1/2 inches by 11 inches; preferred maximum: 11 inches by 17 inches. 4. Piping Systems: Drawn to scale. 5. Product Data: Clearly mark each copy to identify pertinent products or models and show performance characteristics and capacities, dimensions and clearances required, wiring or piping diagrams and controls, and external connections, anchorages, and supports required. 6. Equipment and Component Titles: Identical to title shown on Drawings. 7. Manufacturer's standard schematic drawings and diagrams as follows: a. Modify to delete information that is not applicable to Work. b. Supplement standard information to provide information specifically applicable to Work. J. Design Data: 1. Design systems, equipment, and components, including supports and anchorages, in accordance with the provisions of the latest edition of Uniform Building Code and to withstand seismic loads in addition to other loads. 2. Provide an appropriately licensed professional engineer to perfonn design, oversee preparation of Shop Drawings, manufacturing, and installation, as appropriate, and to stamp and certify Shop Drawings conform with design requirements and requirements of Laws and Regulations and governing agencies. 3. When specified, provide Project-specific information as required and as necessary to clearly show calculations, dimensions, logic and assumptions, and referenced standards and codes upon which design is based. K. Disposition: ENGINEER will review, mark, and stamp Shop Drawings as appropriate and distribute marked-up copies as noted. 1. Approved as Submitted (for incorporation in Work): a. One copy sent to Resident Project Representative. b. One copy retained in ENGINEER's file. c. Remaining copies will be returned to CONTRACTOR appropriately annotated. 1} One copy to be kept on file as record document at CONfRACTOR's office at Project site. 2) Remaining copies for CONTRACTOR's office file, Subcontractors, or Suppliers. d. CONTRACTOR may begin to implement (i) activities to incorporate specific product(s) or (ii) construction method covered by Shop Drawing as shown on approved Shop Drawing. SPK33661.B 1 January 11, 1993 01300- 6 SUBMITTALS tiIODERN ELECTRIC VVATER COMPAN Y 33661 A.SEA ~ . . Approved as Noted (for incorporation in Work a. One copy sent to Resident Project Representative. b. 4ne copy retained in ENGINEER's file. c. Remaining copies will be returned to CONTRACTOR appropriately annotated. 1) One copy to be kept on file as a record document at CONfRAC"I'OR's office at the Project site. i 2) Remaining copies for CONTRACTOR's office file, Subcontractors, or Suppliers. d. CONTRACTOR may begin to implement (i) activities to incorporate product(s) or (ii) construction method covered by Shop Drawing and in accordance with ENGINEER's notarions on Shop Drawing. e. Copies of Submittal data in operation and maintenance manuals shall be revised according to exceptions as noted. 3. Disapproved: a. Revise/Correct and Resubmit or Develop Replacement and Submit: 1) One copy sent to Resident Project Representative. 2) One copy retained in ENGINEER's file. 3) One copy will be returned to CONTRACTOR appropriately _ annotated. 4) Remaining copies, if any, will be destroyed. S) CONTRACTOR is responsible to revise, correct, and to resubmit Shop Drawing (in same manner and quantity as specified for original submission). b. Shop Drawing is not approved. 4. Incomplete: a. Complete and Submit or Resubmit Missing Portion(s): 1) ENGINEER will retain copies of incomplete Submittal and transmit a written list of deficiencies. 2} CONTRACTOR shall submit specified item(s) to correct the incomplete Submittal. b. Shop Drawing is not approved. 1.4 SAMPLES A. Description: Reference paragraph 1.34 of the General Conditions. B. Copies: Submit one, unless otherwise specified in individual Specification section or in sufficient quantity and of size to enable examination as required and to establish quality or equality thereof. C. Reference: Meet requirements of paragraphs 6.24 through 6.28 of Genera] Conditions and as otherwise specifically specified in Contract Documents. D. Procedure: Submit in accordance with accepted schedule of Submittal submissions so as not to delay Work and with suffcient time to allow examination. E. CONTRACTOR: Responsible for safe and proper delivery of Samples and to prepay cartage charges. Submit additional Samples as may be required. SPK33661.B1 January 11, 1993 01300 7 SUBMITTALS MODERN ELECTRIC WATER COMPANY 33661 A.SEA F. Identification: Clearly indicate Specification section, source, location, date taken, by whom, certification as required and other appropriate information to facilitate ENGINEER's review. G. Use: Approved Sample items which may include fixtures and hardware may be incorporated into Work when no longer needed by ENGINEER for reference. H. Disposition: Sample will be returned to CONfRACTOR as practical. 1.5 QUALITY CONTROL SUBMITTAi.S A. Certificates: 1. Manufacturer's Certificate of Compliance: a. When specified in individual Specification sections or where products are specified to a recognized standard or code, submit prior to shipment of product or material to the Project site. b. ENGINEER may permit use of certain materials or assemblies prior to sampling and testing if accompanied by accepted certification of compliance. c. Signed by product manufacturer certifying that materials, manufacture, and product specified conforms to or exceeds specified requirements and intent for which product will be used. Submit supporting reference data, affidavits, and certifications as appropriate. d. May reflect recent or previous test results on material or product, but must be acceptable to ENGINEER. 2. Certificates of Successful Testing or Inspection: Submit when testing or inspection is required by Laws and Regulations or governing agency or specified in the individual Specification sections. 3. Manufacturer's Certificate of Proper Installation: As required. B. Statements of Qualification: Evidence of qualification, certification, or registration. As required in these Contract Documents to verify qualifications of professional land surveyors, engineers, materials testing laboratories, specialty Subcontractors, trades, specialists, consultants, installers, and other professionals. Reference paragraph 1.35.a of the Supplementary Conditions for the definition of Specialist. C. Field Samples: Provide as required by individual Specifications and as may be required by ENGINEER during progress of Work. D. Written Test Reports of Each Test and Inspection: As a minimum, include the following: 1. Date of test and date issued, Project title and number, testing laboratory name, address, and telephone number, and name and signature of laboratory inspector. 2. Date and time of sampling or inspection and record of temperature and weather conditions. 3. Identification of product and Specification section, location of Sample, test or inspection in the Project, type of inspection or test with referenced standard or code, certified results of test. SPK33661.B 1 January 11, 1993 01300 8 SUBMITTALS MODERN ELECTRIC WATER COMPANY 33661 A.SEA 4. Compliance with Contract Documents, and identifying corrective action necessary to bring materials and equipment into compliance. 5. Provide an interpretation of test results, when requested by ENGINEER. 1.6 CONTRACT CLOSEOUT SUBMITTALS A. In accordance with Section 01704, CONTRACT CLOSEOUT. PART 2 PRODUCTS (Not Used) PART 3 EXECUTION (Not Used) END OF SECTION SPK33661.B 1 January 11, 1993 01300 9 SUBMITTALS ~ CH2M HILL TRAtiS'.4tITTAL OF C0IYTRACTOR'S SUBMITTAL (ATTACH TO EACH SUBMITTAL) DATE: TO: Submitta! No.: O New Submittal ❑ Resubmittal Previous Submittal No.: ProjecG Project No.: Specification Section No.: FROM: (Cover only one section with each transmittal) Convactor Schedule Date of Submittal: SUBMITTAL TYPE: O Shop Drawing ❑ Administrative O Sample 13 Qualiry Control ❑ Contract Closeout ❑"Or-Equal"/Substitute The followin~ items are hereby submitted: Contains Variation Number of Description of Item Submitted ~ Drawing or to Contract Copies (Type, Size, Model Number, Etc.) P No Brochure Number No Yes I CON7RACTOR hereby certifies that (i) CONTRACTOR has complied with the requirements of Contract Documents in preparation, review, and submission of designated Submiual and (ii) the Submittal is complete and in accordance with the Contract Documents and requirements of laws and regulations and governing agencies. By: CONTRACTOR (Authar'v.ee signaturc) ~ MODERN ELECTRIC WATER COMPANY 33661 A.SEA SECTION 01310 . PROGRESS SCHEDULES (All Schedules) PART 1 GENERAL 1.1 SUBMITTALS A. Preliminary Progress Schedule: Submit within time specified in paragraph 2.6 af the General Conditions. B. Initially Acceptable Progress Schedule: As provided in paragraph 2.9 of the General Conditions. C. Acceptable Progress Schedule: Submit adjusted schedule or confirm validity of current acceptable schedule with each monthly Application for Payment in accordance with paragraph 14.2 of the General Conditions, and at such other times as necessary to reflect: i) progress of Work to within 5 working days prior to submission; ii) changes in Work scope and activities modified since submission; iii) delays in Submittals or resubmittals, deliveries, or Work; iv) adjusted or modified sequences of Work; v) other identifiable changes; and vi) revised projections of progress and completion. D. Brief Narrative Progress Report: Submit with each monthly submission of progress schedule. 1.2 PROGRESS SCHEDULE REQUIREMENTS A. General: Schedule(s) shall reflect Work logic sequences, restraints, delivery windows, review times, Contract Times, and Milestones set forth in the Agreement and Section 01040, COORDINATION, and shall begin with the date of Notice to Proceed and conclude with the date of Final Completion. 2. The schedule requirement herein is the minimum required. CONTRACTOR may prepare a more sophisticated schedule if such will aid CONTRACTOR in execution and timely completion of Work. 3. Base schedule on standard 5-day Work week. 4. Adjust or confum schedules in accordance with paragraph 6.6 of the General Conditions on a monthly basis. B. Bar Chart Schedule: Prepare on maximum 11-inch by 17-inch sheet size to include at least: 1. Identification and listing in chronological order of those activities reasonably required to complete Work, including, but not limited to, subcontracted Work, major equipment delivery dates, move-in and other preliminary activities, equipment and equipment system test and startup activities, Project closeout and cleanup, and specified Work sequences, constraints, and Milestones, including Substantial Completion date(s). SPK33661.B 1 January 11, 1993 01310 1 PROGRESS SCHEDULES MODERN ELECTRIC WATER COMPANY 33661 A.SEA 2. Identify: (i) horizontal time frame by year, month, and week, (ii) duration, early-start, and completion for each activity and sub- activity, and (iii) critical activities and Project float. 3. Provide sub-schedules to further define critical portions of the Work. 4. Monthly Schedule Submissions: Show overall percent complete, projected and actual, and completion progress by listed activity and sub-activity. C. Brief Narrative Progress Report: Define problem areas, anticipated delays, and their impact on progress schedule; equipment delivery delays; other major impacts on progress schedule that are cause for a schedule revision; progress since last revision in terms of activities started, continuing, and completed; and to outline corrective actions proposed or taken. D. Disposition of Progress Schedules: In accordance with Section 01300, SUBMITTALS. 1.3 CLAIMS FOR ADJUSTMENT OF CONTRACT TIMES A. Reference Arricle 12 of the General Conditions. B. Where ENGINEER has not yet rendered formal decision on CONTRACTOR's claim for adjustment of Contract Times, and parties are unable to agree as to amount of adjustment to be reflected in progress schedule, CONTRACTOR shall reflect that amount of time adjustment in progress schedule as ENGINEER may accept as appropriate for the interim. It is understood and agreed that such interim acceptance by ENGINEER will not be binding and will be made only for purpose of continuing to schedule ~ Work, until such time as formal decision as to an adjustment, if any, of the ~ Contract Times acceptable to the ENGINEER has been rendered. CONTRACTOR shall revise progress schedule prepared thereafter in accordance with ENGINEER's formal decision. PART 2 PRODUCTS (Not Used) PART 3 EXECUTION (Not Used) END OF SECTION SPK33661.B 1 January 11, 1993 01310. 2 PROGRESS SCHEDULES MODERN ELECTRIC WATER COMPANY 33661A.SEA SECTION 01500 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS (All Schedules) PART 1 GENERAL 1.1 SUBMITTALS A. Meet requirements of Section 01300, SUBMITTALS, as applicable. Submit Submittals required below before starting Work at the Project site or in accordance with accepted schedule of Submittals submissions. B. Administrarive Submittals: Copies of permits and approvals for construcrion as required by Laws and Regulations and governing agencies. 1.2 MOBILIZATION A. Reference paragraphs 4.1 and 6.16 of the General Conditions. B. Mobilization shall include, but not be limited to, these principal items: 1. Paying for and obtaining required permits. 2. Moving CONTRAC"fOR's plant and equipment required for first month operations onto Project site. 3. Installing temporary construction power, wiring, and lighting facilities. 4. Providing onsite communication facilities, including telephones. 5. Providing onsite sanitary facilities and potable water facilities as specified and as required by Laws and Regulations, and governing agencies. 6. Arranging for and erection of CONTRACTOR's work and storage yard. 7. Posting OSHA required notices and establishing safety programs and procedures. 8. Having the CONTRACT4R's superintendent at the jobsite full time. 9. Submitting of initially acceptable schedules as requu`ed in paragraph 2.6 of the General Conditions. C. Use area designated for CONTRACTOR's temporary facilities as shown as the Staging Area or the Demolition Area on Drawings. ~ 1.3 CONTRACTOR' S USE OF PREMISES A. Reference paragraph 4.1 of the General Conditions. B. Lands furnished by OWNER upon which CONI'RACTOR shall perform the Work are as shown on the Drawings. C. Should addirional lands and access thereto for temporary construction . facilities or storage of materials and equipment be required, reference requirements provided in paragraph 6.16 of the General Conditions. SPK33661.B 1 January 11, 1993 01500 1 CONSTRUCTION FACILITIES AND TEMPOR.ARY CONTROLS , MODERN ELECTRIC WATER COMPANY 33661 A.SEA 1.4 PERMITS A. Permits, Licenses, or Approvals: Obtain in accordance with paragraph 6.13 of the General Conditions and as otherwise may be provided in the Supplementary Conditions and retain onsite. 1.5 PROTECTION OF WORK AND PROPERTY A. Reference paragraphs 4.3, 6.20 through 6.23, inclusive, and paragraphs 6.14 ~ through 6.18 of the General Conditions. B. Comply with OWNER's safety rules while on OWNER's property. C. Keep OWNER informed of serious accidents on the Project site and related claims. D. Use of Explosives: No blasting or use of explosives will be allowed on the Project site. E. During the performance of the Work, CONTRACTOR is responsible for adapting its means, methods, techniques, sequences and procedures of construction to allow OWNER to mainta.in operation as described in Section 01010, SUMMARY OF WORK, at the existing level of facility production and consistent with applicable pennit requirements, and Laws and Regulations. In performing such Work and in cooperating with the OWNER to maintain operations, it may be necessary for the CONTRACTOR to plan, design, and provide various temporary services, utilities, connections, temporary piping and heating, access, and similar items which will be included within the Contract Price. 1.6 VEHICULAR TRAFFIC A. Provide continuous vehicular access to all OWNER's existing facilities during construction. PART 2 PRODUCTS 2.1 ENGINEER'S FIELD OFFICES (SCHEDULE A ONLY) A. Fwnish equipment specified under the article for the exclusive use of ENGINEER and its representatives. B. Ownership of equipment furnished under this article will remain, unless otherwise specified, that of the CONTRACTOR. C. Equipment furnished shall be new or like new in appearance and function. D. Minimum Features: 1. 110-volt lighting and wall plugs. ' 2. Fluorescent ceiling lights. 3. Electric heating, properly sized for Project locale and conditions. Provide ample electric power to operate installed systems. 4. Railed stairways and landings at entrances. SPK33661.131 January 11, 1993 01500 2 CONSTRUCTION FACILITIES AND TEMPOR.ARY CONTROLS MODERN ELECTRIC WATER COMPANY 33661 A.SEA 5. Sign on entrance door reading CH2M HILL, Inc., letter height 4 inches minimum. 6. Exterior poor(s): a. Number: One. b. Type: Solid core. c. Lock: Cylindrical. 7. Number of Windows: Two. 8. Minimum Interior Height: S feet. E. Floor Space: Minimum 150 square feet. F. Office Equipment: 1. Bottled Water Service: One each. 2. Paper Cup Dispenser with Cups: One each. 3. Paper Towel Dispenser with Towels: One each. 4. Desk: One each, steel, 30 inches by 60 inches. 5. Swivel Chair: One each. 6. Folding Table: One each, 36 inches by 72 inches. 7. Steel Folding Chairs: Four each. 8. Drafting Table: One, 3 feet by 6 feet. 9. Four-Drawer Steel File with Lock: One each, letter width. 10. Bookcase: One each, 36 inches wide by 48 inches high. 11. Wastepaper Basket: One each. 12. First-Aid Kit: One each. 13. Carbon Dioxide (10-Pound) Fire Extinguisher: One each. 14. Telephone: One each, touch-tone, with conference speaker, and 12-foot coiled handset cord. 2.2 PROJECT SIGN (SCHEDULE A AND SCHEDULE B) A. Provide and ma.intain an 8-foot wide by 4-foot high sign constructed of 3/4-inch exterior high density overlaid plywood. Sign shall bear the name of Project, OWNER, CONTRACTOR, and ENGINEER. Lettering shall be blue applied on a white background by an experienced sign painter. Paint shall be exterior type enamel. The information to be included will be provided by the ENGINEER. PART 3 EXECUTION 3.1 ENGINEER' S FIELD OFFICE A. Make ava.ilable for ENGINEER's use prior to the start of Work at Project site, to remain on the ProJ'ect site for a minimum of 30 days after final acceptance of the Work. B. Locate where directed by ENGINEER; level, block, tie down, skirt, and relocate when necessary and approved. Construct on proper foundations, provide proper surface drainage and connections for utility services. C. Provide minimum 100 square feet of gravel or crushed rock base, minimum depth of 4 inches, at each entrance. . SPK33661.B 1 January 11, 1993 01500 3 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS i MODERN ELECTRIC WATER COMPANY 33661A.SEA D. Provide sanitary facilities in compliance with state and local health authorities. E. Exterior poor Keys: Furnish two set(s) of keys. F. Telephone: 1. Provide incoming line appropriate for the telephone type. 2. Provide all wiring necessary for a completed telephone system. G. Provide parking space for two vehicles. 3.2 TEMPORARY UTILITIES A. Power: Electric power will be available at the site. Determine the type and amount available and make arrangements for obtaining temporary electnc power service, metering equipment, and pay all costs for the electric power used during the contract period. B. Lighting: Provide temporary lighting at least to meet all applicable safety requirements to allow erection, application or installation of materials and equipment, and observation or inspection of the Work. C. Heating, Cooling, and Ventilating: 1. Provide as required to maintain adequate environmental conditions to facilitate progress of the Work, to meet specified minimum conditions for the installation of materials, and to protect materials, equipment, and finishes from damage due to temperature or humidity. 2. Provide adequate forced air ventilation of enclosed areas to cure installed materials, to dispense humidity, and to prevent hazardous accumulations of dust, fumes, vapors, or gases. 3. Pay all costs of installation, maintenance, operation, removal, and fuel consumed. 4. Provide portable unit heaters, complete with controls, oil- or gas-fired, and suitably vented to outside as required for protection of health and property. D. Water: 1. Water is available from nearby hydrants. Secure written permission for connection and use from the OWNER and meet requirements for use. Notify fire department before obtaining water from fire hydrants. 2. Use only special hydrant-operating wrenches to open hydrants. Make certain that hydrant valve is open full, since cracking the valve causes damage to the hydrant. Repair damaged hydrants and notify OWNER as quickly as possible. Hydrants shall be completely accessible to the fire department at all times. 3. Include costs to connect and transport water to construction areas in the Contract Price. 4. Provide and bear costs of necessary water required for testing equipment and piping, unless otherwise specifically stated in the Specifications for the equipment, systems, or facilities to be tested. SPK33661.B 1 January 11, 1993 01500 4 CONSTRUCTION FACILITIES AND TEMPOR.ARY CONTROLS MODERN ELECTRIC WATER COMPANY 33661 A.SEA E. Sanitary and Personnel Facilities: 1. Provide and maintain facilities for CONTRACTOR's employees, Subcontractors, and all other onsite employer's employees. Service, clean, and mainta.in facilities and enclosures. 2. Use of OWNER's existing sanitary facilities by construction personnel will not be allowed. F. Telephone Service: 1. Arrange and provide onsite telephone service for CONTRACTOR's and ENGINEER's use during construction (Schedule B, Schedule C, and Schedule D). Pay all costs of installation and monthly bills. 2. Arrange and provide ENGINEER's telephone system and coordinate installation charges and monthly billing with the telephone company (Schedule A). OWNER will pay ENGINEER's monthly telephone bills. 3. No incoming telephone calls allowed to OWNER's plant telephone system. G. Fire Protection: Furnish and mainta.in on the site adequate firefighting equipment capable of extinguishing incipient fires. Comply with applicable parts of the Nationai Fire Prevention Standard for Safeguarding Building Construction Operations (NFPA No. 241). 3.3 PROTECTION OF WORK AND PROPERTY A. General: 1. Refer to paragraphs 6.16 and 6.20 of the General Conditions. 2. Perform Work within rights-of-way and easements in a systematic manner that minimizes inconvenience to property owners and the public. 3. No residence or business shall be cut off from vehicular traffic for a period exceeding 4 hours unless special arrangements have been made. 4. Maintain in continuous service all existing oil and gas pipelines, underground power, telephone or communication cable, water mains, irrigation lines, sewers, poles and overhead power, and all other utilities encountered along the line of work, unless other arrangements satisfactory to owners of said utilities have been made. f 5. Where completion of Work requires temporary or permanent removal ~ and/or relocaaon of an existing utility, coordinate all activities with owner of said utility and perform all work to their satisfaction. 6. Protect, shore, brace, support, and maintain underground pipes, conduits, drains, and other underground utility construction uncovered or otherwise affected by construction operations. 7. Keep fire hydrants and water control valves free from obstruction and available for use at all times. 8. In areas where the CONTRACTOR's operations are adjacent to or near a utility such as gas, telephone, television, electric power, water, sewer, or irrigation system and such operations may cause damage or inconvenience, suspend operations until arrangements necessary for protection thereof have been made by the CONTRACTOR. SPK33661.B1 January 11, 1993 01500 5 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS , MODERN ELECTRIC WATER COMPANY 33661 A.SEA 9. Notify property owners and utility offices which may be affected by the construction operation at least 2 days in advance. a. Before exposing a utility, obtain utility owner's permission. Should service of utility be interrupted due to the CONTRACTOR's operation, notify proper authority immediately. Cooperate with said authority in restoring service as promptly as possible and bear costs incurred. 10. Do not impair operation of existing sewer systems. Prevent construction material, pavement, concrete, earth, volatile and corrosive wastes, and other debris from entering sewers, pump stations, or other sewer structures. Maintain original site drainage wherever possible. B. Site Security: Reference paragraph 6.20 of the General Conditions. 1. Security Fence: Provide and maintain temporary security fences as necessary to protect the Work and CONTR.ACTOR-fumished products not yet installed. C. Barricades and Lights: 1. Provide as necessary to prevent unauthorized entry to construction areas and affected roads, streets, and alleyways, inside and outside of fenced area, and as required to ensure public safety and the safety of CONTRACTOR's employees, other employer's employees, and others who may be affected by the Work. 2. Provide to protect existing facilities and adjacent properties from potential damage. 3. Locate to enable access by facility operators and property owners. 4. Protect streets, roads, highways, and other public thoroughfares that are closed to traffic by effective bamcades with acceptable warning signs. D. Tree and Plantings: 1. Protect from damage and preserve trees, shrubs, and other plants outside the limits of the Work and within the limits of the Work which are designated on the Drawings to remain undisturbed. a. Where practical, tunnel beneath trees when on or near the line of trench. b. Employ hand excavation as necessary to prevent tree injury. c. Do not stockpile materials or permit traffic within drip lines of trees. d. Provide and maintain temporary barricades around trees. e. Water vegetation as necessary to maintain health. f. Cover temporarily exposed roots with wet burlap, and keep the burlap moist until soil is replaced around the roots. g. No trees, except those specifically shown on Drawings to be removed, shall be removed without written approval of the ENGINEER. h. Dispose of removed trees in a legal manner off the Work site. 2. The balling and burlapping of trees indicated for replacement shall conform to the recommended specifications set forth in the American Standards for Nursery Stock. All balls shall be firm and intact and SPK33661.B 1 January 11, 1993 01500 6 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS MODERN ELECTRIC WATER COMPANY 33661 A.SEA made-balls will not be accepted. Handle ball and burlap trees by the ball and not by the top. 3. In the event of damage to bark, trunks, limbs, or roots of plants that are not designated for removal, treat damage by corrective pruning, bark tracing, application of a heavy coating of tree paint, and other accepted horticultural and tree surgery practices. 4. Replace each plant that dies as a result of construction activities. E. Waterways: Keep ditches, culverts, and natural drainages continuously free of construction materials and debris. F. Dewatering: Construct, maintain, and operate sumps, pumps, or other temporary diversion and protection works. Furnish materials required, install, maintain, and operate necessary pumping and other equipment for the environmentally safe removal and disposal of water from the various parts of the Work. Maintain the foundations and parts of the Work free from water. 3.4 TEMPORARY CONTROLS A. Air Pollution Control: l. Minimize air pollution from construction operations. 2. Burning: of waste materials, rubbish, or other debris will not be permitted on or adjacent to the Project site. 3. Conduct operations of dumping materials and of carrying materials away in trucks to cause a minimum of dust. Give unpaved streets, roads, detours, or haul roads used in the construction area a dust- preventive treatment or periodically water to prevent dust. Strictly adhere to applicable environmental regulations for dust prevention. B. Noise Control: Provide acoustical barriers so noise emanating from tools or ~ equipment will not exceed legal noise levels. C. Water Pollution Control: Do not dispose of volatile wastes such as mineral spirits, oil, chemicals, or paint thinner in storm or sanitary drains. Disposal of wastes into streams, waterways, or on the ground is prohibited. Provide acceptable containers for collection and disposal of waste inaterials, debris, and rubbish. 3.5 PARKING AREAS A. Control vehicular parking to preclude interference with public traffic or parking, access by emergency vehicles, OWNER's operations, or ~ construction operations. ~ 3.6 VEHICULAR TRAFFIC A. Comply with Laws and Regulations regarding closing or restricting the use of public streets or highways. No public or private road shall be closed, ' except by written permission of the proper authority. Assure the least . possible obstruction to traffic and normal commercial pursuits. SPK33661.B 1 • January 11, 1993 01500 ? CONSTRUCTION FACILITIES AND TEMPORARY C4NTROLS MODERN ELECTRIC WATER COMPANY 33661 A.SEA B. Conduct Work to interfere as little as possible with public travel, whether vehicular or pedestrian. 1. Whenever it is necessary to cross, close, or obstruct roads, driveways, and walks, whether public or private, provide and maintain suitable and safe bridges, detours, or other temporary expedients for accommodation of public and private travel. 2. Road Closures: Maintain satisfactory means of exit for persons residing or having occasion to transact business along the route of the Work. If it is necessary to close off roadway or alley providing sole vehicular access to property for periods greater than 2 hours, provide written notice to each owner so affected 2 days prior to such closure. In such cases, closings of up to 4 hours may be allowed. Closures of up to 10 hours may be allowed if a week's written notice is given and undue hardship does not result. 3. Maintenance of traffic is not required if CONTRACTOR obtains written permission from OWNER and tenant of private property, or from the authority having jurisdiction over public property involved, to obstruct traffic at the designated point. 4. In making street crossings, do not block more than one-half the street at a time. Whenever possible, widen the shoulder on the opposite side to facilitate traffic flow. Provide temporary surfacing on shoulders as necessary. C. Mainta.in top of backfilled trenches before they are paved, to allow normal vehicular traffic to pass over. Provide temporary access driveways where required. Cleanup operations shall follow immediately behind backfilling. D. When flaggers and guards are required by regulation or when deemed necessary for safety, furnish them with approved orange wearing apparel and other regulation traffic control devices. 3.7 CLEANING DURING CONSTRUCTION A. In accordance with paragraph 6.17 of the General Conditions, as may be specified in specific Specification sections, and as required herein. B. Wet down exterior surfaces prior to sweeping to prevent blowing of dust and debris. At least weekly, sweep all floors (walkways, roof surfaces), and pick up all debris and dispose. C. Provide approved containers for collection and disposal of waste materials, debris, and rubbish. At least at weekly intervals, dispose of such waste materials, debris, and rubbish offsite. D. At least weekly, brush sweep the entry drive and roadways, and all other streets and walkways affected by Work and where adjacent to Work. END OF SECTION SPK33661.B 1 January 11, 1993 01540 8 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS MODERN ELECTRIC WATER COMPANY 33661 A.SEA , ~ SECTION 01650 FACILITY STARTUP (All Schedules) 'PART1 GENERAL 1.1 DEFINITIONS A. Functional Test: A test or tests in the presence of the ENGINEER to demonstrate that the installed equipment or system meets manufacturer's installation and adjustment requirements and other requirements specified including, but not limited to, noise vibration, alignment, speed, proper electrical and mechanical connections, thrust restraint, proper rotation, and initial servicing. B. Performance Test: A test performed in the presence of the ENGINEER and after any required functional test specified, to demonstrate and confirm that the equipment and/or system meets the specified performance requirements. C. Startup Test Period: 1. Startup of the entire facility or any portion thereof includes coordinated operation of the facilities by the CONTRACTOR, Subcontractors, OWNER-operating personnel, and manufacturer's representatives for equipment items and systems after all required functional and performance tests have been completed. 2. Startup of the entire facility or any portion thereof shall be considered complete when, in the opinion of the ENGINEER, the facility or designated portion has operated in the manner intended for 5 continuous days without significant interruption. This period is in addition to any training, functional, or performance test periods specified elsewhere. A significant interruption will require the startup then in progress to be stopped and restarted after corrections are made. 3. Successful startup is a prerequisite to Substantial Completion. D. Operation Period: The operation period begins when the facility has been successfully started up as defined under Paragraph Startup Test Period and has met all Substantial Completion requirements. 1.2 SUBMITTALS A. Administrative Submittals: 1. Functional and performance test schedules and plan for equipment, units, and systems at least 14 days prior to start of related testing. Include test plan, procedures, and log format. 2. Startup schedule and plan at least 21 days prior to commencement of ' startup activities. I B. Quality Control Submittals: 1. Manufacturer's Certificate of Proper Installation as required. SPK33661.B 1 January 11, 1993 01650 1 FACILITY STARTUP ~ MODERN ELECTRIC WATER COMPANY 33661A.SEA 2. Test Reports: Functional and performance testing, in format acceptable to ENGINEER and certification of functional and perfonnance test for each piece of equipment or system specified. 3. Operation and maintenance data as specified. 1.3 CONTRACTOR TESTING AND STARTUP RESPONSIBILITIES A. General: l. Perform all Work for functional and performance tests specified. 2. Demonstrate proper function of all equipment, systems, and control devices. 3. Provide all related operating and maintenance manuals, and spare parts and special tools as specified before testing any unit or system. 4. Furnish qualified manufacturer's representarives when required to assist in testing. B. Startup Test Period: 1. As applicable to the equipment furnished, state in writing that all necessary hydraulic structures, piping systems, and valves have been successfully tested; that all necessary equipment systems and subsystems have been checked for proper installation, started, and successfully tested to indicate that they are all operational; that the systems and subsystems are capable of performing their intended functions; and that the facilities are ready for startup and intended operation. 2. Attend prestartup planning meetings and arrange for attendants by key major equipment manufacturer representatives as required by the , Contract Documents. 3. Supply and coordinate specified manufacturer's plant startup services. 4. Make adjustments, repairs, and corrections necessary to complete plant startup. 5. After the reservoirs are operating, complete the testing of those items of equipment, systems, and subsystems which could not be or were not adequately or successfully tested reservoir to reservoir startup. 1.4 OWNER/ENGINEER TESTING AND STARTUP RESPONSIBILITIES A. General: 1. Review CONTRACTOR's test plan and schedule. 2. Witness each functional or performance test. 3. Coordinate other water system operations, if necessary, to facilitate CONTRACTOR's tests. B. Startup Test Period: Develop startup schedule and plan in cooperation with CONTRACTOR. PART 2 PRODUCTS (Not Used) SPK33661.B 1 January 11, 1993 01650 2 FACII.ITY STARTUP MODERN ELECTRIC WATER COMPANY 33661A.SEA PART 3 EXECUTION 3.1 TESTING PREPARATION A. Temporary Facilities: Provide all temporary valves, gauges, piping, and other materials and equipment required to conduct testing. B. Cleaning and Checking: Prior to starting functional and performance testing and startup : 1. Inspect and clean equipment, devices, connected piping, and structures so they are free of foreign material. 2. Lubricate equipment in accordance with manufacturer's instructions. 3. Turn rotating equipment by hand and check motor-driven equipment for correct rotation. 4. Open and close valves by hand and operate other devices to check for binding, interference, or improper functioning. 5. Check power supply to electric-powered equipment for correct voltage. 6. Adjust clearances and torques. 7. Test all piping for leaks. 8. Cycle all control loops. C. Ready-to-test determination will be by ENGINEER based at least on the following: 1. Notification by CONTRACTOR of equipment and system readiness for testing. 2. Acceptable testing plan. 3. Acceptable operation and maintenance manuals incorporating review comments. 4. Receipt of Manufacturer's Certificate of Proper Installation, if specified. 3.2 FUNCTIONAL TESTING A. Begin testing at a time mutually agreed upon by the ENGINEER and CONTRACTOR. B. Notify in writing OWNER, ENGINEER, and manufacturer's representative at least 10 days prior to scheduled date of functional tests. C. Conduct functional test until each individual component item or system has achieved 1 continuous hour of satisfactory operation. ~ D. If, in ENGINEER's opinion, each system meets the functional requirements ~ specified, such system will be accepted as conforming for purposes of ` advancing to performance testing phase, if required. If, in ENGINEER's ' opinion, functional test results do not meet requirements specified, the ~ systems will be considered as nonconforming. E. Performance testing sha11 not commence until the equipment or system meets functional tests specified. F. Document test on the Manufacturer's Certificate of Proper Installation Form. SPK33661.B1 January 11, 1993 01650 3 FACILITY STARTUP , MODERN ELECTRIC WATER COMPANY 33661A.SEA 3.3 STARTUP TEST PERIOD A. In conformance with Articles CONTRACTOR TESTING AND STARTUP RESPONSIBILITIES and OWNER/ENGINEER TESTING AND STARTUP RESPONSIBILITIES. 3.4 CONTINUOUS OPERATIONS A. OWNER will accept equipment and systems as ready for continuous operation only after successful testing and startup is completed and documented, disinfection is complete, test and startup reports submitted, and manufacturers' services completed for training of OWNER's personnel. END OF SECTION SPK33661.B 1 January 11, 1993 01650 4 FACILITY STARTUP MODERN ELECTRIC WATER COMPANY 33661 A.SEA SECTION 01700 CONTRACT CLOSEOUT (All Schedules) PART1 GENERAL 1.1 CONTRACT CLOSEOUT SUBMITTALS A. Reference: In accordance with paragraph 14.12 of the General Conditions and as may be otherwise required in the Contract Documents. B. Record Documents: As required in paragraph 6.19 of the General Conditions. C. Approved Shop Drawings and Samples: As required in paragraph 6.19 of the General Conditions. D. Certificates of Testing and Inspection: As required in paragraph 13.5 of the General Conditions, these General Requirements sections, and the individual Specification sections. E. Special Bonds, Special Warranties, and Service Agreements. F. Certificates or Evidence of Insurance: As required in paragraph 5.4 of the General Conditions. G. Consent of Surety to Final Payment: As required in paragraph 14.12 of the General Conditions. H. Releases or Waivers of Liens and Claims: As required in paragraph 14.12 of the General Conditions. 1. Spare parts and special tools. J. Other Required Submittals: In accordance with the Contract Documents. ! 1.2 FINAL APPLICATION FOR PAYMENT , A. Submit the final Application for Payment in accordance with procedures and requirements stated in Article 14 of the General Conditions, Section 01025, MEASUREMENT AND PAYMENT, and as may otherwise be specified herein. 1.3 FINAL INSPECTION A. Reference paragraph 14.11 of the General Conditions and Supplementary Conditions. PART Z PRODUCTS (Not Used) SPK33661.B 1 January 11, 1993 01700 - 1 CONTRACT CLOSEOUT MODERN ELECTRIC WATER COMPANY 33661A.SEA PART 3 EXECUTION 3.1 FINAL CLEAIVING A. Reference paragraph 6.17 of the General Conditions. At completion of Work, immediately prior to CONTRACTOR's notice of completion, clean entire Work and Project site or parts thereof, as applicable. l. Leave the Work and adjacent areas affected in a cleaned condition satisfactory to OWNER and ENGINEER. 2. Remove grease, dirt, dust, paint or plaster splatter, stains, labels, fingerprints, and other foreign materials from exposed surfaces. 3. Repair, patch, and touch up marred surfaces to specified finish and match adjacent surfaces. 4. Broom clean exterior paved driveways and parking areas. 5. Rake clean all other surfaces. 6. Remove snow and ice from access to buildings. 7. Leave water courses, gutters, and ditches open and in condition satisfactory to ENGINEER. END OF SECTION SPK33661.B 1 January 11, 1993 01700 2 CONTRACT CLOSEOUT MODERN ELECTRIC WATER COMPANY 33661 A.SEA SECTION 02050 DEMOLITION (Schedules C and D) ~i PART 1 GENERAL 1.1 WORK INCLUDED A. This section covers the labor and materials necessary for the work associated with the demolition and disposal of the 100,000-gallon elevated reservoir structures as shown on the Drawings and specified herein. B. The following reservoir structures plus ancillary piping and foundations are scheduled for demolition as indicated on the Drawings: 1. Existing Reservoir 1, 100,()(}0-gallon elevated reservoir, N. 904 Pines Road. 2. Existing Reservoir 7, 100,000-gallon elevated reservoir, 14th Avenue and Houk Road. 1.2 GENERAL A. See CONDITIONS OF THE CONTRACT and Division 1, GENERAL REQUIREMENTS, which contain information and the requirements that apply to the work specified herein and are mandatory for this project. B. The intent of the Owner is to have a Contractor demolish and dispose of each reservoir such that the Owner has full use of the site and the existing reservoir system does not interfere with the new reservoir facilities. The Drawings are based on the best available information and are provided for illustrative purposes only. The structures may differ. The Contractor shall be responsible to determine the work required by inspecting the reservoir sites. Submission of a bid by the Contractor for this work will constitute a verification that the Contractor has visited each site and made his own independent assessment of what work is required to meet the Owner's intent. 1.3 SUBMITTALS A. The Contractor shall submit to the Engineer a schedule of demolition, a i description of the methods of demolition to be used on the structure(s), copies of authorization, and permits to demolish the structure. B. The existing reservoirs are coated with lead base paint. T'he Contractor, by his bid, acknowledges that lead base paint may constitute a hazardous material that could require special handling or disposal. As part of the demolition and disposal of the existing elevated storage, the Contractor sha11, prior to starting the work, provide the Owner a written statement acknowledging the reservoirs have been coated with lead base paint and releasing the Owner from any responsibility or liability for the safe disposal of the reservoir and/or the reservoir paint materials. The written statement shall be in a form acceptable to the Owner. SPK33661.B1 January 11, 1993 02050 1 DEMOLITION MODERN ELECTRIC WATER COMPANY 33661 A.SEA PART 2 PRODUCTS 2.1 GENERAL A. The Contractor shall provide all materials and equipment in suitable and adequate quantity as required to accomplish the work shown, specified herein, and as required to complete the project. PART 3 EXECUTION 3.1 SAFETY REQUIREMENTS A. All work shall be done in conformance with the rules and regularions pertaining to safety established by the Washington State Department of Labor and Industries and the U.S. Department of Occupational Safety and Health Administration (OSHA) and as specified elsewhere in these Specifications. 3.2 UTILITIES A. The Contractor shall be responsible for having the utility turn off all services before demolition is started. The Contractor shall follow the sequence of operation for coordination and timing of the demolition work as specified in Section 01040, COORDINATIDN. 3.3 EQUIPMENT TO BE SALVAGED A. The following is a partial list of equipment presently located within the demolition area. Equipment on this list will be removed by the Contractor and turned over the the Owner. 1. 1 Audible alarm (Reservoir 1). 2. 1 Nonfreeze yard hydrant (Reservoir 1). 3. 2 Safety climb systems (Reservoir 1 and Reservoir 7). 3.4 DEMOLITION A. The Contractor shall be responsible for the demolition of the reservoir in its entirety. The scope of this work includes the total demolition of all existing reservoir structures, slabs on grade, vaults, and foundations to the extent shown on the Drawings. B. The Drawings define the minimum portion of the structures to be removed. Unless otherwise shown on the Drawings, the Contractor may make rough cuts or breaks that exceed the limits of demolition shown. C. Floor slabs to remain in place belowground shall be core drilled or shall have holes broken at their lowest point to allow water to freely migrate through the structure. D. All equipment, materials, and piping, except as specified hereinbefore, within the limits of the demolition shall become the property of the Contractor. Piping shall be removed from any area to be backfilled. The Contractor may remove additional pipe, fittings, etc. adjacent to those to be SPK33661.B 1 January 11, 1993 02050 2 DEMOLITION MODERN ELECTRIC WATER COMPANY 33661 A.SEA removed with the permission of the Owner if these materials have salvage value to the Convactor and in turn would lower the cost of work. 3.5 BACKFILLING A. The Contractor shall backfill all demolition areas approximately to existing ground level or foundation level of new construction, as applicable, and as shown on the Drawings. B. Backfill material shall meet the requirements for EARTI-FILL and backfill compaction shall be in accordance with the applicable requirements of Section 02200, EARTHWORK. Building debris shall not be used as backfill material. In all areas not backfilled to ground level, the Contractor shall erect safety barriers around the excavation. 3.6 SURFACE RESTORATION A. As specified in Section 02575, SURFACE RESTORATION. 3.7 SALVAGE A. All equipment, except as specified in Part 3 of this Specification, will become the property of the Contractor. 3.8 WASTE MATERIAL AND DISPOSAL A. The Contractor shall be aware that the two reservoirs have coatings that contain lead paint. The Contractor shall determine the concentrations of lead in the coatings and comply with all federal and local regulations pertaining to the safe handling and disposal/salvage of the demolished structures. B. A copy of the Contractor's test results for the determination of red lead paint concentration as well as the applicable disposal permits shall be submitted to the Engineer prior to disposing or salvaging of the reservoirs. END OF SECTION SPK33661.131 January 11, 1993 02050 3 DEMOLITION MODERN ELECTRIC WATER COMPANY 33661 A.SEA SECTION 02200 EARTHWORK (All Schedules) PART1 GENERAL 1.1 WORK INCLUDED A. This section covers the work necessary for the earthwork, complete. 1.2 DEFINITIONS A. Relative Compaction: The ratio, in percent, of the as-compacted field dry density to the laboratory maximum dry density as determined by ASTM D1557. Corrections for oversize material may be applied to either the as-compacted field dry density or the maximum dry density, as determined by the Engineer. B. Optimum Moisture Content: Determined by the ASTM standard specified to determine the maximum dry density for relative compaction. Field moisture content shall be determined on the basis of the fraction passing the 3/4-inch sieve. C. Prepared Ground Surface: The ground surface after clearing, grubbing, ~ stripping, excavation, and scarification and/or compaction. ~ D. Completed Course: A course or layer that is ready for the next layer or next phase of the work. E. Well-Graded: A mixture of particle sizes that has no specific concentration or lack thereof of one or more sizes. Well-graded does not define any numerical value that must be placed on the coefficient of uniformity, coefficient of curvature, or other specific grain size distribution parameters. Well-graded is used to define a material type that, when compacted, produces a strong and relatively incompressible soil mass free from detrimental voids. F. Influence Area: The area within planes sloped downward and outward at an angle of 60 degrees from the horizontal from (a) 1 foot outside the outermost edge at the base of foundations or slabs; or (b) 1 foot outside the outermost edge at the surface of roadways or shoulder; or (c) 0.5 foot outside the exterior edge at the spring line of pipes and culverts. G. Unclassified Excavation: The nature of materials to be encountered has not been identified or described herein. H. Borrow: Material excavated on the site or taken from designated borrow areas on or near the site. 1. Selected Backfill Material: Material available onsite that the Engineer determines to be suitable for a specific use. SPK33661.B 1 January 12, 1993 02200 1 EARTHWORK MODERN ELECTRIC WATER COMPANY 33661 A.SEA J. Imported Material: Material obtained by the Contractor from sources off the site. 1.3 SUBNiITTALS A. Submittals shall be made in accordance with the General Conditions, Division 1, GENERAL REQUIREMENTS, and the requirements of this section. B. Provide the following submittals: 1. Certification, test results, source, and samples for all imported material. 2. Catalog and manufacturer's data sheets for compaction equipment. 3. Catalog and manufacturer's data sheets and samples for identification tape. 4. Copies of permits obtained for excavation that are required by state and local governing authorities. 1.4 IMPORTED MATERIAL ACCEPTANCE A. All imported materials specified in this section are subject to the following requirements: 1. All tests necessary for the Contractor to locate an acceptable source of imported material shall be made by the Contractor. Certification that the material conforms to the Specification requirements along with copies of the test results from a qualified commercial testing laboratory shall be submitted to the Engineer for approval at least 10 days before the material is required for use. All material samples shall be furnished by the Contractor at the Contractor's sole expense. Samples shall be representative and be clearly marked to show the source of the material and the intended use on the project. Sampling of the material source shall be done by the Contractor in accordance with ASTM D75. Notify the Engineer at least 24 hours prior to sampling. The Engineer may, at the Engineer's option, observe the sampling procedures. Tentative acceptance of the material source shall be based on an inspection of the source by the Engineer and/or the certified test results submitted by the Contractor to the Engineer, at the Engineer's discretion. No imported materials shall be delivered to the site until the proposed source and materials tests have been tentatively accepted in writing by the Engineer. Final acceptance will be based on tests made on samples of material taken from the completed and compacted course. The completed course is defined as a course or layer that is ready for the next layer or the next phase of construction. All testing for final acceptance shall be performed by the Engineer. 2. Gradation tests by the Contractor shall be made on samples taken at the place of production prior to shipment. Samples of the finished product for gradation testing shall be taken as often as determined by the Engineer, if variation in gradation is occurring, or if the material • appears to depart from the Specifications. Test results shall be forwarded to the Engineer within 48 hours after sampling. 3. If tests conducted by the Contractor or the Engineer indicate that the material does not meet Specification requirements, material placement will be terminated until corrective measures are taken. Material which SPK33661.B 1 January 12, 1993 02200 2 EARTHWORK MODERN ELECTRIC WATER COMPANY 33661 A.SEA does not conform to the Specification requirements and is placed in the work shall be removed and replaced at the Contractor's sole expense. Sampling and testing performed by the Contractor shall be done at the Contractor's sole expense. 1.5 SHORING, SHEETING, BRACING, AND SLOPING . A. Install and maintain shoring, sheeting, bracing, and sloping necessary to support the sides of the excavation, to keep and to prevent any movement that may damage adjacent properties, pavements, utilities, or structures, damage or delay the work, or endanger life and health. Install and maintain shoring, sheeting, bracing, and sloping as required by OSHA, WISHA, and other applicable governmental regulations and agencies. B. Provide shoring, sheeting, bracing, or sloping as required to protect trees in I the vicinity of the work not designated to be removed. 1.6 EXCAVATION SAFETY A. The Contractor shall be solely responsible for making all excavations in a safe manner. Provide appropriate measures to retain excavation sideslopes and prevent rock falls to ensure that persons working in or near the excavation are protected. 1.7 CODES, ORDINANCES, AND STATUTES A. Contractors shall familiarize themselves with, and comply with, all applicable codes, ordinances, statutes, and bear sole responsibility for the penalties imposed for noncompliance. 1.8 STANDARD SPECIFICATIONS A. Standard Specifications, when referenced in this section, shall mean the Standard Specifications for Road, Bridge, and Municipal Construction of the Washington State Department of Transportation and Washington State Chapter of American Public Works Association, 1991 edition. Parts of these Standard Specifications that are specifically referenced shall become a part of this section as though stated herein in full. In case of a discrepancy between the requirements of the Standard Specifications and the requirements stated herein, the requirements herein shall prevail. , 1.9 TOLERANCES A. All material limits shall be constructed within a tolerance of 0.1 foot except where dimensions or grades are shown or specified as minimum. All grading shall be performed to maintain slopes and drainage as shown. No reverse slopes will be permitted. PART 2 PRODUCTS 2.1 GENERAL A. Provide all labor, materials, and equipment necessary to accomplish the work specified in this section. SPK33661.B 1 January 12, 1993 02200 3 EARTHWORK MODERN ELECTRIC WATER COMPANY 33661 A.SEA 2.2 UNCLASSIFIED EXCAVATION A. Excavation is unclassified. Complete all excavation regardless of the type, nature, or condition of the materials encountered. Make own estimate of the kind and extent of the various materials to be excavated in order to accomplish the work. 2.3 EARTHFILL A. Excavated granular material free from roots, organic matter, trash, debris, rocks larger than 3 inches, and other deleterious materials. Provide imported granular material of equivaient quality, if required to accomplish the work. 2.4 GRANULAR FILL A. Three-inch minus native gravel or crushed rock, free from dirt, clay balls, and organic material, well graded from coarse to fine, containing sufficient finer material for proper compaction, and less than 8 percent by weight passing the No. 200 sieve. 2.5 TRENCH EXCAVATION A. Trench excavation is unclassified. Remove all material regardless of the nature, type, or condition of the material encountered. 2.6 TRENCH STABILIZATION MATERIAL A. Three-inch minus river-run or pit-run gravel, crushed gravel, or crushed rock; free from clay balls, roots, and organic matter; well-graded from coarse to fine, with less than 8 percent by weight passing the 1/4-inch sieve. Trench stabilization material shall be gravel borrow as specified in Section 9-03.14 of the Standard Specifications. 2.7 GRANULAR PIPE BASE A. Three-fourth-inch minus gravel, crushed gravel, or crushed rock. For plastic pipe, use 1/4-inch minus granular material or 1/4-inch to 1/8-inch pea gravel. 2.8 SELECTED BACKFILL MATERIAL FOR PIPE ZONE A. Excavated material, free from stones, roots, and organic material, of suitable gradation for satisfactory compaction. If excavated material at a particular location is not satisfactory, use suitable material from other portions of the trench excavation. The maximum size of particles shall be: Max. Size of Pipe Material Backfill Particles Welded steel 1" " Ductile iron 1-1/2 Plastic (PVC & ABS), copper, and 1/4" other flexible tubing SPK33661.B 1 January 12, 1993 02200 4 EARTHWORK MODERN ELECTRIC WATER COMPANY 33661A.SEA B. In lieu of select pipe zone material, import granular material corresponding to gradation required. 2.9 IDENTIFICATION TAPE A. Identification tape shall be 6-inch wide Terra Tape as supplied by Reef Industries, P.O. Box 33248, Houston, TX 77033, or equivalent. For nonmetallic utilities, pipes, or culverts, the tape shall be metallic. The tape shall read CAUTION BURIED INSTALLATION BELOW or shall identify the appropriate utility. 2.10 BACKFILL ABOVE THE PIPE ZONE A. Materials from the excavation containing no particles larger than 3-inch diameter, free from roots, debris, and organic material. 2.11 BASE COURSE A. As specified in the Standard Specifications, Section 9-03.9(3), Base Course Crushed Surfacing. 2.12 TOP COURSE A. As specified in the Standard Specifications, Section 9-03.9(3), Top Course Crushed Surfacing. 2.13 TOPSOIL A. Selected topsoil at the site, properly stored and protected, free from roots, sticks, hard clay, and stones which will not pass through a 1-inch square opening. Remove existing grass and overburden before topsoil is excavated. Provide imported topsoil of equal quality if required to accomplish the work. 2.14 WATER FOR COMPACTION A. Furnish as required. 2.15 COMPACTION EQUIPMENT A. Compaction equipment shall be of suitable type and adequate to obtain the densities specified. B. Compaction equipment shall be operated in strict accordance with the manufacturer's instructions and recommendations. Equipment shall be mainta.ined in such condition that it will deliver the manufacturer's rated compactive effort. If inadequate densities are obtained, larger and/or different types of additional equipment shall be provided by the Contractor. Hand-operated equipment shall be capable of achieving the specified ~ densities. ~ 2.16 MOISTURE CONTROL EQUIPMENT A. Equipment for applying water shall be of a type and quality adequate for the work, shall not leak, and shall be equipped with a distributor bar or other SPK33661.B 1 January 12, 1993 ~ 022pp 5 EARTHWORK ' MODERN ELECTRIC WATER COMPANY 33661 A.SEA approved device to assure uniform application. Equipment for mixing and drying out material sha11 consist of blades, discs, or other approved equipment. . PART 3 EXECUTION 3.1 CLEARING AND GRUBBING A. Clear the site within the limits required for construction shown. Remove the existing trees, brush, stumps, and waste material on the site that are noted for removal as shown. Grub out stumps and roots. Prevent damage to adjacent trees that are to remain. Dispose of waste materials offsite in accordance with all federal, state, and local laws relating to such disposal. After completion of clearing and grubbing, get Engineer's acceptance before commencing stripping. 3.2 STRIPPING A. Prior to beginning any excavation or fill, strip the topsoil to a depth of 12 inches and stockpile for future use. In general, topsoil shall be removed where structures are to be built, overflow and drainage systems to be installed, trenches dug, and roads and similar improvements constructed within the areas presently covered with topsoil. Topsoil shall be stored clear of the construction area. Take reasonable care to prevent the topsoil from becoming mixed with subsoil. 3.3 GENERAL EXCAVATION A. Perform all excavation of every description, regardless of the type, nature, or condition of material encountered, as specified, shown, or required to accomplish the construction. B. Large cobbles and boulders were excavated in test pit excavations at the site. The Contractor shall be prepared to excavate, remove, and dispose of these materials at no additional cost to the Owner. 3.4 EXCAVATION FOR ACCESS ROAD (SCHEDULE B) A. Remove topsoil as specified hereinbefore in Article STRIPPING. Excavate to the lines and grades required to accomplish construction. Bring rough excavation to within 0.1 foot of required grade. The method of excavation used is optional; however, no equipment shall be operated within 5 feet of the existing structures or newly completed construction. Excavation that cannot be accomplished without endangering the present or new structures shall be performed with hand tools. 3.5 STRUCTURAL EXCAVATION A. Excavation is unclassified. Excavate for structures to the lines and grades shown or as required to accomplish the construction. Perform all excavation regardless of the type, nature, or condition of the material encountered. The method of excavation used is optional; however, no equipment shall be operated within 5 feet of existing structures or newly completed construction. Excavation that cannot be accomplished without endangering the present or new structures shall be done with hand tools. SPK33661.131 January 12, 1993 02200 6 EARTHWORK MODERN ELECTRIC WATER COMPANY 33661 A.SEA 3.6 LIMITS OF EXCAVATION A. Excavate to the depths and widths, as shown. Allow for forms, working space, granular pipe base, and finish topsoil as shown or required. Do not carry excavation for slabs deeper than the elevation shown. Excavation carried below the grade lines shown or established by the Engineer shall be replaced with the same fill material as specified for the overlying fill or backfill, and compacted as required for such overlying fill or backfill. Where the overlying area is not to receive fill or backfill, replace the overexcavated material and compact to a density not less than that of the underlying ground. Excavarions under foundation slabs shall be filled with concrete of strength equal to that of the foundation. Cuts belowgrade shall be corrected by similarly cutting adjoining areas and creating a smooth transition. Correct all overexcavated areas at the Contractor's sole expense. 3.7 REMOVAL OF WATER A. Provide and operate equipment adequate to keep all excavations and trenches free of water. Remove all water during periods when concrete is being deposited, when pipe is being laid, during the placing of backfill, and at such other times as required for efficient and safe execution of the work. Avoid settlement or damage to adjacent property. Dispose of water in a manner that will not damage adjacent property. When dewatering open excavations, dewater from outside the structural limits and from a point below the bottom of the excavation when possible. Design dewatering system to prevent removal of fines from existing ground. 3.8 FOUNDATION SUBGRADE PREPARATION A. After completion of excavation, and prior to tank foundation, slab foundation, or fill construction, scarify and compact the upper 6 inches of subgrade to not less than 95 percent relative compaction. Notify the Engineer prior to commencement of subgrade preparation. If soft or loose zones are found under foundations, excavate the soft or loose material to a depth accepted by the Engineer, then fill with GRANULAR FILL, compacted as specified for such fill. If soft or loose zones are found under fills or roads, excavate the soft or loose material to a depth accepted by the Engineer, then fill and compact as specified for the overlying fills or roads. Overexcavation and replacement filling, as specified in this paragraph, shall be paid for on a cost reimbursement basis as specified in the General Conditions, provided that the Engineer shall authorize such overexcavation and replacement filling in writing prior to accomplishing such work. B. For utility vaults, oil/water separator, or manholes, trim the subgrade to a smooth surface and compact to a firm condition for placement of the vault on overlying materials. 3.9 BACKFILL A. Preparations for Placing Backfill: 1. Backfill around concrete structures only after the concrete has attained the specified compressive strength indicated in Section 03301, REINFORCED CONCRETE. Backfill around drywell structures only after the concrete or mortar has attained the specified compressive SPK33661.B 1 January 13, 1993 02200 7 EARTHWORK MODERN ELECTRIC WATER COMPANY 33661A.SEA strength. Remove all form materials and trash from the excavation before placing any backfill. Obtain the Engineer's acceptance of concrete work and attained strength prior to backfilling. 2. Do not operate earth-moving equipment within 5 feet of walls of concrete structures for the purpose of depositing or compacting backfill material. Compact backfill adjacent to concrete walls with hand- operated tampers or similar equipment that will not damage the structure. 3.10 GRANULAR FILL AROUND STRUCTURES A. Place hereinbefore specified GRANULAR FILL in maximum 6-inch lifts and compact each lift to not less than 92 percent relative compaction. Leave room for top course or topsoil as required herein. B. Backfill for drywells shall be as specified in Section 02202, OVERFLOW AND DRAINAGE SYSTEM. 3.11 FILLS NOT UNDER STRUCTURES OR FACILITIES A. Place hereinbefore specified EARTHFILL to the lines and grades shown. Place fill material in maximum 8-inch lifts and compact each lift to not less than 92 percent relative compaction. Make proper allowance for topsoil where required. 3.12 BASE COURSE A. Install as specified in Section 02550, ACCESS ROAD. 3.13 TOP COURSE A. Install as specified in Section 02550, ACCESS ROAD. 3.14 COMPACTION A. Compact all materials by mechanical means. Flooding or jetting will not be permitted. If compaction tests indicate that compaction or moisture content is not as specified, material placement shall be terminated and corrective action shall be taken by the Contractor prior to continued placement. 3.15 MOISTURE C4NTROL A. During all compacting operations, maintain optimum practicable moisture content required for compaction purposes in each lift of fill. Ma.intain moisture content uniform throughout the lift. Insofar as practicable, add water to the material at the site of excavation. Supplement, if required, by sprinkling the fill. At the time of compaction, the water content of the material shall be at optimum moisture content, plus or minus 2 percentage points. • B. Do not attempt to compact fill material that contains excessive moisture. Aerate material by blading, discing, harrowing, or other methods, to hasten the drying process. SPK33661.B 1 January 12, 1993 02200 8 EARTHWORK MODERN ELECTRIC WATER COMPANY 33661 A.SEA 3.16 FIELD DENSITY AND MOISTURE TESTS A. The Engineer will determine in-place density and moisture content by any one or combination of the following methods: ASTM D2922, D1556, D2216, D3017, or other methods selected by the Engineer. Cooperate with this testing work by leveling small test areas designated by the Engineer. . Backfill test areas at Contractor's sole expense. The frequency and location of testing shall be determined solely by the Engineer. The Engineer may test any lift of fill at any time, location, or elevation. 3.17 TRFNCH EXCAVATION AND BACKFILL A. This article pertains to trench excavation and backfill for all site piping except landscape irrigation piping, which is specified in Section 01800, LANDSCAPE IRRIGATION SYSTEM. B. Excavation: Excavate for the installation of piping, utilities, and appurtenances. All obstructions, such as tree roots, stumps, abandoned concrete structures, and other material of any type shall be removed. C. Pavement Removal: Cut all bituminous and concrete pavements, regardless of the thickness, prior to excavation of the trenches with an approved pavement saw, hydrohammer, or approved pavement cutter. Width of the pavement cut shall be at least equal to the required width of the trench at ground surface. Pavement removed shall be hauled from the site and not used for trench backfill. D. Trench Width: Minimum width of unsheeted trenches or the minimum clear width of sheeted trenches in which pipe is to be laid shall be 18 inches greater than the inside diameter of the pipe. Sheeting requirements shall be independent of trench width. The maximum clear width at the top of the pipe or above the pipe will not be limited, except in cases where excess width of excavation would cause damage to adjacent structures. E. Grade: Carry the bottom of the trench to the line and grade shown, or as established by the Engineer. Allow for pipe thickness and for pipe base or special bedding when specified. Backfill any part of the trench excavated belowgrade with granular fill material and compact to a density equal to the undisturbed trench bottom. F. Shoring, Sheeting, and Bracing of Trenches: Erect, maintain, and remove shoring, sheeting, and bracing as required by all federal, state and local laws, codes, and ordinances. G. Trench Stabilization: When, in the opinion of the Engineer, the existing material in the bottom of the trench is unsuitable for supporting the pipe, excavate below the flow line of the pipe, as directed by the Engineer. Backfill the trench to subgrade of pipe base with trench stabilization material specified hereinbefore. Place the foundation stabilization material over the full width of the trench and compact in layers not exceeding 6 inches deep to the required grade. H. Removal of Water: Removal of water shall be accomplished as specified hereinbefore. SPK33661.B1 January 12, 1993 02200 9 EARTHWORK MODERN ELECTRIC WATER COMPANY 33661 A.SEA 1. Pipe Base: Unless otherwise shown, place a minimum 4-inch thickness of GRANULAR PIPE BASE of the type hereinbefore specified. Place for the full width of the trench with the top of the granular base at flow line grade. Bed the pipe in the granular base so that the flow line is at the required grade and elevation. Place and finish the gravel base to grade ahead of the pipe laying operation. Compact to a minimum relative compaction of 92 percent. J. Pipe Zone Backfill: Unless otherwise shown, backfill the pipe zone to 6 inches above the outside of the pipe for the full width of the trench with backfill material conforming to Article SELECTED BACKFILL MATERIAL FOR PIPE ZONE, as specified hereinbefore. Place in the trench in horizontal lifts not exceeding 6 inches in uncompacted thickness on both sides of the pipe. Thoroughly tamp and suppiement by "walking in" the material. Use particular attention in placing material on the underside of the pipe to provide a solid backing and to prevent lateral movement during the final backfilling procedure. Compact each lift to a minimum relative compaction of 92 percent. K. Identification Tape: Place identification tape 3 feet above the top of the pipe or culvert or l foot below finished grade, whichever is lower. Place identification tape over the center of the pipe. L. Trench Backfill Above the Pipe Zone: l. In trenches under all structures, roads, piping, and similar facilities, except where specifically shown, deposit backfill material in horizontal lifts not exceeding 8 inches in uncompacted thickness. Compact to not less than 95 percent relative compaction. Repair any subsequent damage caused by settlement of trenches at the Contractor's sole expense. 2. In other areas the excavated trench material may be used for backfill. Push by mechanical means, first onto the slope of the backfill previously placed and allow to roll down into the trench. Do not allow free fall of the material into the open trench. Under no circumstances allow sharp, heavy pieces of material to drop directly onto the pipe or the material in the pipe zone. Backfill material shall not exceed 1/2 cubic foot in size and shall be intermixed with finer material to produce completed fill that is free from detrimental voids and segregation. Neatly windrow the material over the trench to provide for future settlement. Any excess or deficiency of backfill material after settlement within the guarantee period shall be corrected by regrading and adding or removing material. Leave room for overlying topsoil where shown or required. 3.18 DISPOSAL OF EXCESS EXCAVATION A. Dispose of all excess excavated materials, not required for backfill or fills, , offsite, outside of the area of work. Make arrangements for the disposal of the excavated material and bear all costs or retain any profit incidental to such disposal. SPK33661.131 January 12, 1993 02200 10 EARTHWORK MODERN ELECTRIC WATER COMPANY 33661 A.SEA 3.19 PLACING TOPSOIL A.. Place topsoil after rough grading is completed and reviewed by the Engineer in all areas disturbed by the work not receiving other surface restoration in accordance with Section 02900, PLANTING. 3.20 SITE GRADING A. Perform all earthwork to the lines and grades as shown and/or established by the Engineer, with proper allowance for topsoil where specified or shown. Neatly blend all new grading into surrounding, existing terrain. Overexcavating and backfilling to the proper grade will not be acceptable. Finished site grading will be reviewed by the Engineer. END OF SECTION SPK33661.B1 January 13, 1993 02200 11 EARTHWORK MODERN ELECTRIC WATER COMPANY 33661 A.SEA SECTION 02202 OVERFLOW AND DRAINAGE SYSTEM (Schedule A and Schedule B) PART1 GENERAL 1.1 WORK INCLUDED A. This section covers the work necessary to construct the overflow and drainage system, including drywells and piping. 1.2 SUBMITTALS A. Provide sample manhole frame cover drawings for slot pattern selection by the Owner. PART 2 PRODUCTS 2.1 PRECAST CONCRETE DRYWELLS A. Precast concrete drywells shall conform to the requirements of the City of Spokane Supplemental Specifications, 1988 Edition. B. Precast concrete drywell Type A shall be as shown on the Drawings. C. Precast concrete drywell Type B shall include a 2-foot tall pla.in barrel section, an 8-inch thick flat slab cover, and a 30-inch diameter manhole frame and slotted cover in addition to the two 48-inch diameter slotted barrel sections. See Drawings for details. D. Drywell for floor drain at Reservoir 1 and Reservoir 7 shall be similar to Type A drywell design with the following exceptions: l. Provide one 48-inch diameter slotted barrel manhole section in lieu of two 48-inch diameter manhole sections. 2. Provide 30 cubic yards of drain rock for drywell backfill in lieu of 40 cubic yards of drain rock. 2.2 MANHOLE FRAMES AND COVERS A. Manhole frames shall be Gray Iron Class 30 conforming to the requirements of ASTM A48 and conforming to the diameters shown on the Drawings. Manhole frames shall be Model 714 as manufactured by Inland Foundry, Mead, WA. B. Covers and slotted covers shall be Ductile Iron Class 80-55-06 conforming to the requirements of ASTM A536 and shall match the diameter of the frames with a fit tolerance of plus or minus 1/8 inch. Solid and slotted covers shall be Model 714 as manufactured by Inland Foundry, Mead, WA. SPK33661.B 1 January 12, 1993 . 02202 1 OVERFLOW AND DRAINAGE SYSTEM MODERN ELECTRIC WATER COMPANY 33661 A.SEA 2.3 FILTER FABRIC FOR DRYWELLS A. Filter fabric shall conform to the requirements of the City of Spokane Supplemental Specifications, 9-05.21. 2.4 DRAIN ROCK FOR DRYWELLS A. Granular backfill for drywells shall be washed river rock with a gradation of 1-1 /2-inch to 3/4-inch. Contractor shall submit a sampie of the material for approval prior to delivery, in accordance with Section 02200, EARTHWORK. 2.5 PVC PLASTIC PIPE A. Pipe for connecting the drywells shall be 8-inch PVC gravity pipe as specified in Section 15120, PIPING SYSTEMS. 2.6 OIL/WATER SEPARATOR CATCH BASIN A. Oil/water separator shall be precast catch basin type (Type O) as shown on the Drawings and shall conform to the requirements of the City of Spokane Supplemental Specifications, 1988 edition, City of Spokane Standard Plan 102. Provide a baffle wall, piping, and manhole riser sections as shown on the Drawings. The walls of the catch basin shall be designed for earth loads and the top slab shall be designed to sustain AASHTO H20 loading. B. Catch basin frame and grate shall be as specified in Article MANHOLE - FRAME AND SLOTTED COVER in this Specification section. 2.7 PRECAST CONCRETE FLOWMETER VAULT A. The precast concrete flowmeter vault shall be Utility Vault Co. 557-LA with a concrete top slab and a 332P locking door with recessed hasp. The vault shall have a removable top slab equipped with lifting eyes. Provide riser rings as necessary to complete installation. Access holes shall be sized and located as shown on the Drawings. Unreinforced knockouts or blockouts shall be provided where pipes enter the vault. The -walls of the vault shall be designed for earth loads, and the top slab shall be designed to sustain AASHT4 H20 loading. B. The precast concrete vault shall be furnished with manhole steps in compliance with Standard Plan B-24 of the Standard Specifications. Steps shall be located as shown on the Drawings. C. Submit calculations and drawings for the precast vaults, stamped by an engineer registered in the State of Washington, for review by Engineer. Reinforcing steel and other structural details shall be submitted to Engineer for review. SPK33661.B 1 January 12, 1993 02202 2 OVERFLOW AND DRAINAGE SYSTEM MODERN ELECTRIC WATER COMPANY 33661 A.SEA PART 3 EXECUTION 3.1 EXCAVATION aND INSTALLATION OF DRYWELLS AND PIPING A. Clear grub and strip the entire overflow and drainage system area prior to initiating excavation for drywells in accordance with Section 02200, . EARTHWORK. B. Excavate for placement of precast concrete drywells in the locations shown on the Drawings, in accordance with Section 02200, EARTHWORK. C. Trim the subgrade for the drywells to a smooth surface and compact to a firm condition for placement of the drywell base. D. Install drywells to the lines and grades shown on the Drawings. Trim the excavation slope smooth and without ruts or protrusions that could damage the filter fabric. E. Install filter fabric as shown on the Drawings. Hang or secure fabric without folds or wrinkles. Provide a 18-inch minimum fabric overlap at seams. Place DRAIN ROCK within fabric envelope without ripping or tearing fabric. Fabric shall be smooth and continuous against drywell and excavation sideslope and held secure during all backfilling operations. Any tears or openings in the fabric shall be repaired by overlapping and securing a repair piece of filter fabric over the tear or opening a mirumum of 18 inches larger than the opening. F. Backfill with DRAIN ROCK as shown on the Drawings. Thoroughly consolidate the DRAIN ROCK by means of vibration or other Engineer- approved methods. Backfill shall be placed in maximum 12-inch lifts. G. Excavate, install, and backfill 8-inch PVC piping in the locations and to the lines and grades shown on the Drawings in accordance with Section 02200, EARTHWORK. Provide a joint within 18 inches of the drywell outside wall. H. Backfill above the DRAIN ROCK with select native EARTHFII.L as defined in Section 02200, EARTHWORK. EARTHFILL shall be placed in maximum 8-inch lifts and compacted to 92 percent relative compaction (ASTM D1557). Leave room for topsoil or slabs as shown on the Drawings. 1. Set frames and slotted covers to the elevation shown on the Drawings. 3.2 FL,EXIBLE JOINTS A. Provide joints not more than 1-1/2 feet from catch basin, inlet, and vault walls. Lay pipes entering structures in accordance with appropriate requirements in Section 02200, EARTHWORK, and in conformance with the Drawings. B. Where the last joint of the line la.id up to the structure is more than 1-1/2 feet from the structure base, provide a prefabricated short pipe section of the necessary length to locate the last joint within 1-1/2 feet of the SPK33661.B1 January 12, 1993 02202 3 OVERFI.OW AND DRAINAGE SYSTEM MODERN ELECTRIC WATER COMPANY 33661A.SEA structure base. Pipes laid out of the structure shall be shortened to ensure that the first joint is no more than 1-1/2 feet from the structure base. 3.3 INSTALLATION OF FRAMES AND GRATES A. Set frames and grates at elevations indicated or as determined in the field and in confonnance with the Drawings. B. Frames may be cast in or shall be set in mortar. 3.4 FINAL CLEA1vING A. Prior to final acceptance of the overflow and drainage system, flush out and remove all accumulated construction debris from pipelines and drywells. END 4F SECTION SPK33661.B 1 January 12, 1993 02202 4 OVERFLOW AND DRAINAGE SYSTEM MODERN ELECTRIC WATER COMPANY 33661A.SEA SECTION 02550 ACCESS ROAD (Schedule B) PART 1 GENERAL 1.1 WORK INCLUDED A. This section covers the work necessary for the construction of the access road and incidental work, complete. 1.2 GENERAL A. See CONDITIONS OF THE CONTRACT and Division 1, GENER.AL REQUIREMENTS, which contain information and requirements that apply to the work specified herein and are mandatory for this project. 1.3 STANDARD SPECIFICATIONS A. Where the term "Standard Specifications" is used, such reference shall mean the Standard Specifications for Road, Bridge, and Municipal Construction of the Washington State Department of Transportation and Washington State Chapter of American Public Works Association, 1991 edition. Where reference is made to a specific part of the Standard Specifications, such applicable part shall be considered as part of this section of the Specifications. In case of a conflict in the requirements of the Standard Specifications and the requirements stated herein, the requirements herein shall prevail. 1.4 SUBMITTALS A. Samples: Prior to the delivery of specified aggregate to the site, the Contractor shall submit samples of the material for the Engineer's approval. Samples shall be typical of materials to be furnished from the proposed source and in conformance with the specified requirements. B. Certificates: 1. Prior to the delivery of aggregates to the site, the Contractor shall submit certificates and test results of compliance of such materials with these Specifications. 2. Where laboratory testing is specified herein, the Contractor shall employ an independent testing laboratory to conduct such tests and submit certificates of the test results to ensure Specification conformance. 3. The costs for submittals shall be included in the price(s) quoted for the work under this section. SPK33661.B 1 January 12, 1993 02550 1 ACCESS ROAD MODERN ELECTRIC WATER COMPANY 33661 A.SEA PART 2 PRODUCTS 2.1 GENERAL A. The Contractor shall make all tests necessary to locate a source of materials that meets the Specifications. Certified copies of the test results from a commercial testing laboratory shall be furnished to the Engineer 10 days prior to delivery of the materials to the project. Final approval of the aggregate material will be based on tests of material taken by the Contractor from the compacted base course. 2.2 BASE COURSE A. As specified in Section 02200, EARTHWORK. 2.3 TOP COURSE A. As specified in Section 02200, EARTHWORK. 2.4 GRANULAR FILL A. As specified in Section 02200, EARTHWORK. PART 3 EXECUTION 3.1 EXCAVATION AND BACKFILL A. As specified in Section 02200, EARTHWORK. 3.2 PREPARATION OF SUBGRADE A. Bring subgrade to proper grade and cross section shown by means of a blade grader or other suitable equipment. Compact subgrade with bulldozer, roller, loaded trucks, or other suitable equipment moving uniformly over the surface. As the compaction of the subgrade proceeds, dig out all soft or spongy areas and fill the resulting holes with suitable material satisfactory to the Engineer. Dispose of excess materials resulting from grading. Do not permit heavy machinery to operate adjacent to structures where such operations may cause damage. The finished subgrade shall provide a satisfactory base for the road and be acceptable to the Engineer. 3.3 BASE COURSE A. Spread base rock on prepared subgrade in a uniform layer, without segregation of size, to such loose depth that, when compacted, the course sha11 have a thickness of S inches. Accomplish compaction by pneumatic- tired trucks, moving over the full width of the road or by other approved means until the base is thoroughly compacted. Sprinkle base material as necessary to a.id compaction. Blade ruts and 'uregularities smooth during the compaction process until a smooth surface, conforming to the grade shown, is obtained. SPK33661.B 1 January 12, 1993 02550 2 ACCESS ROA.D MODERN ELECTRIC WATER COMPANY 33661 A.SEA 3.4 TOP COURSE A. Construct the top course as specified hereinafter. The cross-section of the finished surface shall be subject to reasonable variation by the Engineer to meet the varying conditions encountered where the new surfacing is adjacent to the existing road. Spread top course material to such a loose depth that, when compacted, it will have a minimum compacted depth of 6 inches. Compact the surface material in a manner similar to that specified for the base and blade and roll with a power roller until the top surface is smooth and conforms to the grade and crown requirements shown. 3.5 CLEANUP A. Clean up all debris and unused materials from the paving operation. Clean , all surfaces that have been spattered or defaced as a result of the paving operation. END OF SECTION SPK33661.B 1 January 12, 1993 02550 3 ACCESS ROAD MODERN ELECTRIC WATER COMPANY 33661.SEA SECTION 02575 SURFACE RESTORATION (All Schedules) PART 1 GE:VERAL 1.1 WORK INCLUDED A. This section covers the work necessary to replace all pavement, curbs, sidewalks, rock surfacing, drainage facilities, and other street features damaged either directly or indirectly by the operations incidental to the construction of the water system, complete. PART Z PRODUCTS 2.1 BASE COURSE A. As specified in Section 02200, EARTHWORK. 2.2 TOP COURSE A. As specified in Section 02200, EARTHW4RK. 2.3 ASPHALT CONCRETE A. Asphalt concrete mix conforming to the Standard Specifications For Road and Bridge Construction of the State of Washington, Class B. B. Asphalt cement shall be AR-4000 paving asphalt conforming to the Standard Specifications. 2.4 ASPHALT PRIME A. Liquid asphalt for use as a prime coat under asphalt concrete shall be RC-70 or MC-70 liquid asphalt conforming to AASHTO M 81 or M 82. 2.5 CONCRETE A. Concrete for curbs, sidewalks, pavement, and miscellaneous construction shall be 3,000 psi concrete as specified in Section 03301, REINFORCED CONCRETE. 1. Concrete Forms: All forms for curbs and sidewalks shall be either 2-inch dimensioned lumber, plywood, or metal forms. Forms on the face of the curb shall have no horizontal form joints within 7 inches of the top of the curb. 2. Curing Compound: Commercial grade conforming to ASTM C309, Type I. ' 3. Reinforcing Steel: Conform to ASTM A615, Grade 40. SPK33661.B 1 January 12, 1993 ~I 02575 1 SURFACE RESTORATION , MODERN ELECTRIC WATER COMPANY 33661.SEA 2.6 PIPE FOR STORM SEWER AND CULVERT REPLACEMENT A. Pipe 15 inches and under shall be Class 2, conforming to ASTM C14. Pipe 18 inches and over shall conform to ASTM C76, Class III. PART 3 EXECUTION . 3.1 CONSTRUCTION PROCEDURE A. The Engineer reserves the right to vary the classes of backfill and the type of resurfacing as best serves the interest of the Owner. Trench backfill shall be as specified in Section 02200, EARTHWORK. B. Replace all bituminous pavement damaged under this Contract with asphalt concrete regardless of original type. C. Replace concrete pavement with concrete pavement. 3.2 ASPHQLT CONCRETE PAVEMENT REPLACEMENT A. Subgrade: 1. Bring the trench to a smooth, even grade at the correct distance below the top of the existing pavement surface so as to provide adequate space for the top course and pavement. Trim existing pavement to a straight line to remove any pavement which has been damaged or which is broken and unsound to provide a smooth, sound edge for joining the new pavement. 2. Compact the subgrade to 95 percent of maximum relative compaction to a depth of 8 inches in accordance with ASTM D1557. Accomplish supplementary compaction where required with approved mechanical vibrating or impact type tampers. B. Base Course: 1. Compact the base course to 90 percent of the maximum relative compaction in accordance with ASTM D 1557. Accomplish supplementary compaction where required with approved mechanical vibrating or impact tampers. 2. Compact the base course with mechanical vibratory or impact tampers. Determine the amount and method of compaction necessary to prevent subsequent settlement. Any subsequent settlement of the finished surfacing during the warranty period shall be promptly repaired by the Contractor, at this Contractor's sole expense. 3. Place base course under all pavement to be replaced and, in addition, under gravel surfaced shoulders and other graveled areas. C. Top Course: l. Place sufficient top course material to obtain a thickness of 3 inches after compaction, and for proper matching with the adjacent existing pavement. Place the leveling course for the full width of the trench where pavement was disturbed. SPK33661.B 1 January 12, 1993 02575 2 SURFACE RESTORATION MODERN ELECTRIC WATER COMPANY 33661.SEA 2. Compact the leveling course equal to the density required in the ~ subgrade and accomplish supplementary compaction where required with approved mechanical vibrating or impact tampers. D. Prime Coat: After the leveling course has been compacted, apply an asphalt prime coat, specified above, at 0.25- to 0.45-gallon per square yard to the surface of the leveling course and to the edges of the existing pavement. E. Asphalt Concrete: 1. Place the asphalt ;,oncrete on the prepared subgrade over the trench to a depth of not less than 2 inches or the depth of the adjacent pavement, whichever is greater, but not for more than 6 inches. If the thickness is greater than 6 inches, place the surfacing in two lifts. Spread and level the asphalt concrete with hand tools or by use of a ~ mechanical spreader, depending upon the area to be paved. Bring the asphalt concrete to the proper grade and compact by rolling or the use of hand tampers where rolling is impossible or impractical. ' 2. Roll with power rollers capable of providing compression of 200 to 300 pounds per linear inch. Begin the rolling from the outside edge of the replacement progressing toward the existing surfacing, lapping the existing surface at least 1/2 the width of the roller. If existing surfacing bounds both edges of the replacement, begin rolling at the edges of the replacement, lapping the existing surface at least 1/2 the width of the roller, and progress toward the center of the replacement area. Overlap each preceding track by at least 1/2 the width of the roller and make sufficient passes over the entire area to remove all roller marks and to produce the desired result, as determined by the Engineer. 3. The finished surface of tfie new compacted paving shall be flush with the existing surface and shall conform to the grade and crown of the adjacent pavement. 4. Immediately after the new paving is compacted, all joints between new and original asphalt pavement shall be painted with hot asphalt or asphalt emulsion and be covered with dry paving sand before the asphalt solidifies. F. Seal and Cover Coat: Apply a seal coat to all asphalt surfaces replaced. Extend the seal coat a minimum of 6 inches beyond the new pavement and onto the existing surfacing. Workmanship and application rate shall conform to the Standard Specifications for Road and Bridge Construction of the State of Washington. G. Surface Smoothness: The surface smoothness of the replaced pavement shall be such that when a straightedge is laid across the patched area between the edges of the old surfacing and the surface of the new pavement, the new pavement shall not deviate from the straightedge more than ] /4 inch. 3.3 WEATI-ER CONDITIONS A. Asphalt shall not be applied to wet material. Asphalt shall not be applied during rainfall, sand or dust storms, or any imminent storms that rnight adversely affect the construction. The Engineer will determine when surfaces and material are dry enough to proceed with construction. Asphalt SPK33661.B 1 January 12, 1993 02575 3 SURFACE RESTORATION ~i MODERN ELECTRIC WATER COMPANY 33661.SEA concrete shall not be placed when the atmospheric temperature is lower than 40 degrees F or when the surface upon which it is to be placed is frozen or . wet. Exceptions will be permitted only in special cases and only with prior written approval of the Engineer. 3.4 PROTECTION OF STRUCTURES A. Provide whatever protective coverings may be necessary to protect the exposed portions of bridges, culverts, curbs, gutters, posts, guard fences, road signs, and any other structures from splashing oil and asphalt from the paving operations. Remove any oil, asphalt, dirt, or any other undesirable matter that may come upon these structures by reason of the paving operations. B. Where water valve boxes, manholes, catch basins, or other underground utility appurtenances are within the area to be surfaced, the resurfacing shall be level with the top of the existing finished elevation of these facilities. If it is evident that these facilities are not in accordance with the proposed finished surface, notify the Engineer to have the proper authority contacted in order to have the facility altered before proceeding with the resurfacing around the obstruction. Consider any delays experienced from such obstructions as incidental to the paving operation. No additional payment will be made. Protect all covers during asphalt application. 3.5 EXCESS MATERIALS A. Dispose of all excess materials. Make arrangements for the disposal and bear all costs or retain any profit incidental to such disposal. 3.6 CONTRACTOR'S RESPONSIBILITY A. Settlement of replaced pavement over trenches within the warranty period shall be considered the result of improper or inadequate compaction of the subbase or base materials. The Contractor shall promptly repair all pavement deficiencies noted during the warranty period at the Contractor's sole expense. 3.7 CONCRETE PAVEMENT A. Pavement replaced shall be the same thickness as that removed, except that in no instance shall it be less than a minimum of 6 inches. Protect the newly placed concrete from traffic for a period of 7 days and cure by covering with burlap, sand, earth, or sawdust, which is kept continuously wet. B. Where concrete pavement is below an asphalt concrete surface, match the top surface of existing concrete pavement with the newly placed concrete pavement and provide an asphalt concrete surface. C. Handle and place concrete pavement in accordance with the Standard Specifications For Road and Bridge Construction of the State of Washington. SPK33661.B 1 January 12, 1993 " 02575 4 SURFACE RESTORATION MODERN ELECTRIC WATER COMPANY 33661.SEtA. . 3.8 ROCK SURFACII~G A. Place base course and top course rock surfacing material, as specified herein, far the full width of alY streets, driveways, parking areas, street shoulders, and other areas disturbed by the cvnstruction. Spread the rock by tailgating and stapplement by hand labvr where necessary. Level and grade the rock ta conform to existing grades and surfaces. 3.9 SIDEWALKS AND C[JRBS A. Replace concrete sidewalks and curbs ta the sarrYe sectiun width, depth, line, and grrade as that remaved ar damaged. Cut ends vf existing curb and sidewalks to astraight line and ta a vertical plane. Prior to replaeing the sectians, praperly backfill and compact the trench to preaent subsequent setclernent. B. Construct forms to ma.tch existing. Place cQncrete and finish exposed surfaces similar to adjacent cuY`b. C. Replace concrete sidewapks betvveen scored jnints and make replacement in a manner zhat will avoid a patched appearance. Prvvide a minirrYUm 2-inch thick compacted to~ ~ourse material. Finish cvncrete surface similaur to the adjacent sidewa.lks. Score jvints and finish edges with a steel edging tool. D. Tunneling under cl1rbS and sidevvalkS is option31. However, shouId any sUbsequent cracking, subsidenee, or any other indication of failure occur within the warranty penod, the damaged section shall promptly be replaced at the Cantractor's sole expense. 3.10 A►SPHALT DRiVEWAYS AND WALKS A. Replace asphalt driveways and walks in accordance with ASPHA,LT CONCRETE PAVEMENT REPLACEMENT. 3.11 STORl`ui SEWERS, CULVERTS, A,ND CA7"CH BASINS A. A11 starm sewers, catch basins, or culverts that are rernoved because of interference with the new canstruction shall be removed so as to do the least possible damage ta the pipe or basin. Dispose of culvert pipe that is in toa poor canditian far replacement because af age, physical condition, or other reasvns and install suitable pipe. B. Replace all prpe to the existing lines and grades. Pipe 15 inches and smaller shall be 1aid vn a minimum 4-inch thick grartular prpe base conforming as specifed in Sectivn 02200, EARTHWORK. Use aminimum 6-inch thick gravel base under pipe 18 inches and laurger. C. Reinstall catch basins in their vriginal lacations and reconnect to the drainage systerri in a manner e.qual to the original. If the existing catch basins arre damaged beyond repair by the operations, cvnstruct new basins of similar size, cross section, and design as the ariginal at the. Cantractor's sole expense. END OF SE+CTIC)N I SFif 33661.B 1 Janua.ry 12, 1993 . 02575 5 SURFACE R~STORATION ~ MODERN ELECTRIC WATER COMPANY 33661 A.SEA B. Dry chlorine in the form of calcium hypochlorite may be used in lieu of solution for disinfection of pipelines. 2.3 CONTAINERS A. Containers and equipment used in sampling shall be clean and free of contamination. Obtain sampling bottles with instructions for handling from an independent testing laboratory. PART 3 EXECUTION 3.1 GENERAL A. Transport, storage, handling, and use of chemicals shall be in accordance with chemical manufacturer's instructions and federal, state, and local regulations. B. All components of this project that will contain, transport, or otherwise contact potable water shall be disinfected. Make arrangements for testing by an independent laboratory approved by the State Department of Health and Owner. C. Complete hydrostatic and pneumatic testing, pressure testing, functional and performance testing for pipelines, pumping systems, structures, and equipment systems before starting disinfection work. D. Prior to application of disinfectants, clean the reservoirs and pipelines of loose and suspended material. Flush pipelines until clear of suspended solids and color. Water used sha11 be suitable for flushing and disinfecting. E. Dispose of disinfecting wastewater in accordance with applicable requirements. Do not allow flow into a waterway without adequate dilution or other satisfactory method of reducing contaminant concentrations to a safe level. 3.2 PIPELINES A. Flushing: 1. Before disinfecting, flush all foreign matter from pipelines. Provide hoses, temporary pipes, ditches, and other conduits as needed to dispose of flushing water without damage to adjacent properties. Flushing velocities shall be at least 2.5 fps. For large diameter pipe, where it is impractical or impossible to flush the pipe at specified velocity, clean the pipeline in-place from the inside by brushing and sweeping, then flush the line. 2. Flush pipelines through flushing branches and remove branches after flushing is completed. Operate valves during flushing process at least twice during each flush. . B. Disinfecting Solution: 1. Disinfecdng solution shall be a chlorine-water solution having a free available chlorine residual of not less than 50 ppm. SPK33661.B 1 January 13, 1993 02683 2 DISINFECTION OF WATER DISTRIBUTION SYSTEMS MODERN ELECTRIC WATER COMPANY 33661A.SEA SECTION 02683 DISINFECTION OF WATER DISTRIBUTION SYSTEMS (Schedule A and Schedule B) PART 1 GENERAL 1.1 SECTION INCLUDES A. Disinfection of potable water facilities installed or affected by the project, requirements for bacterial testing of the facilities, and obtaining subsequent ciearances for operation from the Owner and governing state/local health agencies. B. Methods and solution concentrations specified are given as examples and for guidance only. The ultimate requirements are passage of bacterial tests, protection of materiais, heaith, and conservation of water. C. Provide an independent laboratory to collect and test the required samples. D. General procedures shall be as described in AWWA C651 for pipelines and C652 for reservoirs, except as modified herein. 1.2 SUBMITTALS A. Contractor shall submit procedures and plans for disinfection and testing to achieve the requirements specified; include: 1. Type of disinfecting solution and method of preparation. 2. Method of disposal for disinfecting wastewater. 3. Identification of independent laboratory. PART 2 PRODUCTS 2.1 GENERAL A. The use of chlorine solution (sodium hypochlorite) or dry chlorine (calcium hypochlorite) is anticipated as the active disinfecting agent. Contractor shall be responsible for safe and proper handling of chlorine compounds or other hazardous chemicals that are used to perform this work. Other hazardous chemicals shall be used only after acceptance by the Engineer and Department of Health. B. Provide water, chemicals, and eyuipment such as pumps and hoses for completing disinfection and for obtaining, transporting, and testing samples as specified. 2.2 CHLORINE A. Provide sodium hypochlorite solution from drums and dilute as desired. Hypochlorite solutions shall be premixed and fed to tanks or piping. SPK33661.B 1 January 13, 1993 02683 1 DISINFECTION OF WATER DISTRIBUTION SYSTEMS MODERN ELECTRIC WATER COMPANY 33661 A.SEA 2. Prepare solution by injecting sodium hypochlorite solution into the pipeline at a measured rate. 3. Allow fresh water to flow through the pipeline at a measured rate until the chlorine-water solution is at the specified strength. Do not place concentrated commercial disinfectant in the pipeline before it is filled with water. 4. Use the following proportions of hypochlorite or chlorine to water: a. Calcium Hypochlorite* (65 to 70 Percent C1): 1 pound per 7.5 gallons water. b. Sodium Hypochlorite** (5.25 Percent CI): 1 gallon per 4.25 gallons water. *Comparable to commercial products known as HTH, Perchloron, and Pittchlor. **Known as liquid laundry bleach (Clorox, Purex, etc.). 5. If dry calcium hypochlorite is used for pipeline disinfection in lieu of solution, use Tablet Method as described in AWWA C651-86. The quality and location for placement of the dry granules/tablets shall be as described therein. C. Point of Application: 1. Inject chlorine mixture into the pipeline to be treated at the beginning of the line through a corporation stop or suitable tap in the top of the pipeline. 2. Control rate of chlorine solution flow in proportion to rate of water entering the pipe so that combined mixture shall contain not less than 50 ppm of free available chlorine. 3. Prevent backflow of chlorine solution into the line supplying the water. D. Retention Period: ; 1. Retain treated water in the pipeline for at least 24 hours to destroy all nonspore-forming bacteria. At the end of the 24-hour period, disinfecting solution shall contain at least 10 ppm of free available chlorine or the pipeline shall be recleaned, disinfecting solution shal ! be reapplied, and the specified procedure repeated. 2. Operate valves, hydrants, and appurtenances during disinfection to ensure that disinfecting solution is dispersed into all parts of pipeline, including dead-ends and areas that otherwise may not be treated. 3. After disinfection, flush water from pipeline until water through the pipeline is equal chemically and bacteriologically to permanent sour` c! of supply. 3.3 RESERVOIRS A. Cleaning: 1. Clean interior surfaces using water under pressure before disinfecting. Isolate reservoir from system to prevent contaminating materials from entering the distribution system. Cleaning shall: a. Remove all deposits of foreign nature. b. Remove all biological growths. c. Clean the slopes, walls, top, and bottom. SPK33661.B 1 January 13, 1993 02683 3 DISINFECTION OF WATER DISTRIBUTION SYSTEMS ~ MODERN ELECTRIC WATER COMPANY 33661 A.SEA d. Avoid damage to the structure. e. Avoid pollution or oil deposits by workers and equipment. 2. Dispose of water used in cleaning in accordance with applicable regulations before adding disinfecting solution to the reservoir. B. Disinfecting Procedure: 1. Disinfect interior surfaces of reservoir and inlet and outlet pipelines by the application of chlorine. Wash and disinfect surfaces even though there may be no visible evidence of contamination. 2. Disinfect in accordance with one of the following methods: a. Method A(AWWA C652 Method 2): Spray or brush a solution containing 200 ppm of available chlorine onto the interior surfaces of reservoir. Apply solution from the bottom up and to the entire structure. Allow to rema.in 30 minutes or until dry before being rinsed off. Fill reservoir with potable water as prescribed in C652. b. Method B(AWWA C652 Method 3): Partially fill (5 percent minimum) reservoir with water containing at least 50 ppm of available chlorine. Fill with potable water and hold for 24 hours at which time the chlorine residual shall be 2 parts per million or greater. Drain and refill as prescribed. c. Parts of structures, such as ceilings or overflows, that cannot be immersed by the second method above shall be spray or brush disinfected. 3.4 TESTING A. After reservoirs and pipelines have been cleaned, disinfected, and refilled with potable water, the independent laboratory shall take water samples and have them analyzed for conformance to bacterial limitations for public drinking water supplies. 1. A minimum of two samples from each separable reservoir and every 2,000 feet of pipeline will be obtained and analyzed by standard procedures outlined by state and local regulatory agencies. 2. Sampling points will be representative as accepted by the Engineer. B. If the minimum samples required above are not bacterially negative, the disinfecting procedures and bacteriological testing shall be repeated on the respective facilities until bacterial limits are met. END OF SECTION SPK33661.B 1 January 13, 1993 02683 4 DISINFECTION OF WATER DISTRIBUTION SYSTEMS MODERN ELECTRIC WATER COMPANY 33661 A.SEA B. Circuit Pipe (downstream from circuit valves): Comply with following: 1. PVC Plastic Pipe: ASTM D1785, Schedule 40. C. Pipe Fittings: Comply with following: ! 1. For PVC Plastic Pipe: ASTM D2466 socket fittings with ASTM D2564 solvent cement. I D. Valves: Manufacturer's standard, of type and size indicated, and as follows: ' ~ 1. Manual: Globe valves. Provide cast bronze bodies, unless otherwise { indicated. 2. Key Operated Valves: Quick Coupler, fitted for key operation. Furnish two valve keys, 3 feet long with tee handles and key end to fit , valves. ~ 3. Automatic Circuit Valves: Electrically operated remote control valves I shall be of the normally closed type that will automatically shut off the i flow of water in case of power failure. Automatic valves shall not ~ open or close in less than 4 seconds and shall be capable of manual ; control during power failure and shall have a flow control device , designed to eliminate the effect of flow on the speed of opening and ' closing the valve. Operation of the valves shall not be dependent on the pressure loss through the valves. The motor assembly or operatin parts shall be removable without disturbing the valve body. The valve shall be waterproofed for underground burial. Valves shall be provided with an integral or independent union for supply line connection. Valves shall be power-operated by 24- to 26-1/2-volt ac controllers and shall be of corrosion-resistant metal such as bronze, ~ brass, stainless steel, or combinations thereof. Valves shall have a flow control mechanism and be capable of manual operation. Valves shall be listed by Underwriters Laboratories Inc. 4. Sprinkler Heads: Manufacturer's standard unit designed to provide uniform coverage over entire area of spray shown on Drawings at available water pressure, as follows: a. Pop-up Spray Heads: Full- or part-circle. The nozzle shall be ~ comprised of one or more orifices at two radius ranges and shall be adjustable from full on to full off. The nozzle shall elevate 4 inches or as indicated on the Drawings when in operation. Retraction shall be achieved by a heavy duty stainless steel spring. The nozzle piston shall have a smooth external surface operation in a resilient guide. A riser wiper shall be included in the sprinkler for continuous operation under the presence of sand and other foreign material. The body of the sprinkler shall be constructed of noncorrosive heavy duty Cycolac. A filter screen shall be in the nozzle piston. All sprinkler parts shall be removable through the top of the unit by removal of a threaded cap. b. Plastic Gear Driven Head: The sprinkler shall be available in full and part circle. The part circle sprinkler are shall be adjustable in 1-degree increments from 40 degrees to 355 degrees. Rotation shall be accomplished by a sealed oil- packed gear assembly isolated from the water supply. The single nozzle shall pop up 2 inches when watering and have a heavy- duty stainless steel spring for retraction. Nozzles shall be sealed SPK33661.B 1 January 13, 1993 02800 2 LANDSCA.PE IRRIGATION SYSTEM MODERN ELECTRIC WATER COMPANY 33661A.SEA SECTION 02800 . LANDSCAPE IRRIGATION SYSTEM (Schedule B) PART 1 GENERAL 1.1 PROVISIONS A. All of the provisions of the General Conditions, Supplementary Conditions, and Division 1, GENERAL REQUIREMENTS, and ariy applicable provisions elsewhere in the Contract Documents shall apply to the work of this section as fully as if repeated here. B. This section is an incomplete specification if separated from the Project Manual. 1.2 DESCRIPTION OF WORK A. Extent of underground irrigation system is shown on Drawings. B. Contractor to completely abandon existing irrigation system. 1.3 QUALITY ASSURANCE A. Manufacturer Qualifications: Provide underground irrigation system as a complete unit produced by a single acceptable manufacturer, including heads, valves, controls, and accessories. 1.4 SUBMITTALS A. Product Data: Submit for approval manufacturer's technical data and installation instructions for underground sprinkler system. PART 2 PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS A. Subject to compliance with requirements, manufacturers offering products that may be incorporated in the work include, but are not limited to, the following. Subject to compliance with requirements, provide products of one of the following: 1. Rain Bird Sprinkler Mfg. Corp. 2. The TORO Co., Irrigation Div. 3. Hunter, Inc. 2.2 MATERIALS A. Pressure Pipe: Comply with following: 1. PVC Plastic Pipe: ASTM D1785, Schedule 40. SPK33661.B 1 January 13, 1993 02800 1 LANDSCAPE IRRIGATION SYSTEM MODERN ELECTRIC WATER COMPANY 33661 A.SEA 5. Controller shall have the manufacturer's trade name and model numbers stamped thereon or on a metal nameplate permanently attached. The Contractor shall furnish to the Engineer a written warranty by the manufacturer of not less than 1 year from date of acceptance against all operational defects occurring in the controller and in the related automatic section valves. The Contractor shall also furnish the Engineer with four copies each of the wiring circuit, parts list, operational manual, and name and location of an in-state central service facility. C. Electrical Conductors and Conduit: l. Electrical conductors from the power source to the controller, or timer, shall be copper, minimum size No. 10, Type TW, consisting of two conductors and a bare copper ground wire of the same size conforming to the requirements of the State Electrical Code. These wires shall be encased in conduit from the source to the controller or timer. 2. Electrical conductors from the controllers or timers to the valves shall be standard copper LTF irrigarion control wire conforming to the size and other requirements of the State Electrical Code. Wire sizes shall meet minimum requirements of manufacturer of automatic control valves installed. 3. All aboveground conduit shall be galvanized, rigid steel, electrical type and all underground conduit shall be Schedule 40 PVC electrical type. PART 3 EXECUTION 3.1 SYSTEM DESIGN A. Design Pressures: As indicated on Drawings, at connection to water meter and at last head in circuit. B. Location of Heads: Design location is approximate. Make minor adjustments as necessary to avoid plantings and other obstructions. C. Minimum Water Coverage: 1. Turf areas, 95 percent. 2. Other planting areas, 85 percent. D. Layout may be modified, if necessary to obtain coverage, to suit manufacturer's standard heads. Do not decrease number of heads indicated unless otherwise acceptable to Engineer. 3.2 TRENCHING AND BACKFILLING A. General: Irrigation main and lateral lines shall be installed in trenches. Under no circumstances shall pipe be "pulled" or "plowed." Excavate trenches straight and true with bottom uniformly sloped to low points. - B. Trench Depth: Excavate trenches to a depth of 3 inches below invert of pipe, unless otherwise indicated. SPK33661.B 1 January 13, 1993 02800 4 LANDSCA.PE IRRIGATION SYSTEM Iv[(]I]ERN ELE+CTRIC WATER COMPANY 33661 A.SEA in the ~own posizion to prevent entry of foreign material. Fart circle noxzles shalT be adjustable dowrr to a 2-inch radius a+ccessible from the tvp of the sprinlcler, "Th+e body of the sprinkler sha1l be canstructed of noncorrvsiv~ ~eavy-dutgr Cycolac. The sprinkler shall be equipped with a basket screen and al1 parts of the sprir►kler shall be removable through the top of the sprinkler case. Maximum warking pressure at the base of the sprinkler shall be 75 psi. 5. VaIve Box: Precast concrete oT therrnoplastic. b. Drainage Backfili: GRANULAR PIPE BASE as specified in 5eetiart 02200, EARTHWORK. 2.3 AUTOMATIC CONTR+C3L 5YSTEM A.. General: FUmish low vvltage system manufactured expressly for control of autornat~c cireuit valves of underground 'urigation systems. Yrovidc unit of capacity to suit number of circuits as indicated. B. Electric Automatic Cantroller; 1. The electric autonnatic controllex zs to be used in conj'unction with electric automatic section control valves of the norrrxttally closed type and shall be designed to operate on 24- to 26- 1/2-volt, 60-Hz, single-phase alternating currertt. The electric controller shall have th+e UI.. appr+aval marked on the controller. The controller shall be capable of activatlng an automatie tnaster valve andlor an electncal cix-cuit for remote automatic pump control, when required, as indicated on the I3rawings. The nUmber and kinci of station controls required will be shown on the Drawings. The installation may consist of one ar more controllers vvvrking as a unit. The controller shall have provision ta contral each of its station operations on a fully autgmatic, serniautomatic, and manual basis. 'I'he cantroller sha11 have a master switch which wili cut aff the entire operations of the system cantrolled therefrom withaut distuarbance of the timing sequertces. Each station contrnl shall have aswitch to perranit operation mantaatlly and independently of the ather szations or tv cut Off vperation of the station. 2. Cantroller shall be able to autornaticaiiy (a) control operatian of the system by time of day a~d number of days per week within a 14-day cycle and (6) provide variable time cycles through each s#atian within an adjustable range of 2 ta 60 minutes per station with separate adjustment for each station. Wider ranges of tirne cycles are aeceptable. Timing changes shall be passible by setting one 24-hour dial or key. 3. Cantraller sha1l be designed for indoor use, wall mounted. Each controller shall be provided wtth a cabinei a#' cQrrosion-resistant metal, designed fnr that controller. The cabinet shall be designed to permit , remQval of the controller mechanisms therefrom without use of special toals, aryd sball be lockable against tampering and ~andalism. Pumg switch and master valu~ switch shall be provided where required for proper operation of the imi,gation system. 4. Controller shall be constructed so that the internal warking parts, with the excep#ivn of the transformer, may be unplugged in one unit arid remaved far repairs and replacement. SPK33661,131 January 13, 1993 02800 3 LANDSCAPE IRRIGATIOI'~ ~~STEM MODERN ELECTRIC WATER COMPANY 33661 A.SEA 3. Locate part-circle heads to maintain a minimum distance of 4 inches from walls and 2 inches from other boundaries, unless otherwise indicated. 1. Dielectric Protection: Use dielectric fittings at connection where pipes of dissimilar metal are joined. J. Electr-ic Automatic Control: Install the new electric automatic control in Pump Station 7 in place of the existing automatic control. Provide new wiring from the new automatic control to the control valves. 3.4 TESTING A. General: Notify Engineer in writing when testing will be conducted. Conduct tests in presence of Engineer. B. Hydrostatic Test: Test water piping and valves, before backfilling trenches, to a hydrostatic pressure of not less than 100 psi for a minimum of 1 hour. ~ Hydrostatic tests shall be as specified in Section 15120, PIPING SYSTEMS, except as modified herein. Piping may be tested in sections to expedite work. Remove and repair piping, connections, and valves that do not pass hydrostatic testing. Provide a confirmation hydrostatic test of complete system after backfill and planting are complete. C. Operational Testing: Perform operational testing after hydrostatic testing is completed, backfill is in place, and sprinkler heads adjusted to final position. 1. Demonstrate to Engineer that system meets overage requirements and that automatic controls function properly. 2. Coverage requirements are based on operation of one circuit at a time. After completion of grading, seeding or sodding, and rolling of grass areas, carefully adjust lawn sprinkler heads so they will be flush with , or not more than 1/2 inch above finish grade. 3.5 MAINTENANCE AND GUARANTEE A. The Contractor shall also guarantee the satisfactory operation of the entire system and the workmanship and restoration of the area. The entire system shall be guaranteed to be complete and perfect in every detail for a period of 1 year from the date of its acceptance and Contractor hereby agrees to ~ repair or replace any such defects occurring within that year, at the ~ Contractor s sole expense. B. The Contractor shall be responsible for correcting ground settlement over any trenches and/or excavation that are a part of the work for a period of 1 year. 3.6 REC4RD DRAWINGS A. At the completion of the job, the Contractor shall provide the Owner with four complete sets of record drawings of the irrigation system. B. The Contractor shall record all changes that may be made during actual installation of the system. Immediately upon installation of any piping, valves, wiring, sprinkler heads, etc., in locations other than shown on the SPK33661.B 1 January 13, 1993 02800 6 LANDSCAPE IRRIGATION SYSTEM MODERN ELECTRIC WATER COMPANY 33661A.SEA C. Minimum Cover: Provide following minimum cover over top of installed piping: 1. PVC piping, 24 inches for mainlines, 18 inches for lateral lines. D. Backfill: Backfill with clean sand. Sand padding of mainline and lateral • lines is required. Sand padding shall cover lines to a depth of 4 inches above top of pipe. Place EARTHFILL material in 6-inch lifts above sand, compacting each lift. E. Backfill trench to within 6 inches of finished grade. 3.3 INSTALLATION A. Seyuence of Installation: Install landscape irrigation system prior to placement of topsoil. B. General: Unless otherwise indicated, comply with requirements of Uniform Plumbing Code. C. Connection to Service: Connect new system to existing irrigation system stubout, just outside of the northwest corner of the Well House, as illustrated on the Drawings. Contractor to verify location and depth of point of connection. D. Maintain unintenupted water service to building during normal working hours. Arrange for temporary water shut-off with Owner. E. Circuit Valves: Install in valve box, arranged for easy adjustment and removal. 1. Provide union on downstream side. 2. Adjust automatic control valves to provide flow rate of rated operating pressure required for each sprinkler cucuit. F. Piping: Lay pipe on solid subbase, uniformly sloped without humps or depressions. 1. Install PVC pipe in dry weather when temperature is above 40 degrees F in strict accordance with manufacturer's instructions. Allow joints to cure at least 24 hours at temperatures above 40 degrees F before testing, unless otherwise recommended by manufacturer. G. Drain Pockets: Locate at all low points of the system. Excavate to sizes indicated. Backfill with GRANULAR PIPE BASE as specified in Section 02200, EARTHWORK. Cover GRANLTL,AR PIPE BASE with a sheet of 30-pound asphalt saturated felt and backfill remainder with excavated material. H. Sprinkler Heads: Flush circuit lines with full head of water and install heads after hydrostatic test is completed. l. Install lawn heads at manufacturer's recommended heights. 2. Install shrubbery heads at heights indicated. SPK33661.B 1 January 13, 1993 02800 5 LANDSCAPE IRRIGATION SYSTEM MODERN ELECTRIC WATER COMPANY 33661 A.SEA original Drawings, or of sizes other than indicated, the Contractor shall clearly indicate such changes on a record drawing. C. After final acceptance of the completed installation, the Contractor shall be responsible for having complete drawing prepared showing all such changes, and the drawing shall be turned over to the Owner for recording purposes. END OF SECTION SPK33661.B 1 January 13, 1993 02800 7 LANDSCA.PE IRRIGATION SYSTEM MODERN ELECTRIC WATER COMPANY 33661 A.SEA 1.4 VERIFICATION OF DIMENSIONS AND QUaNTITIES A. All scaled dimensions are approximate. Before proceeding with any work, ~ carefully check and verify all dimensions and quantides and immediately ' inform the Engineer of any discrepancy between the Drawings and/or ' Specifications and actual conditions. No work shall be done in any area ~ where there is such a discrepancy until approval for same has been given by the Engineer. PART 2 PRODUCTS 2.1 PLANT MATERIALS A. Quantities: Plant materials shall be furnished in quantities required to ~ complete work as indicated on the Drawings and shall be of species, kinds, and sizes specified. i B. Nomenclature: Plant names listed on Drawings conform to Standardized Plant Names established by American Joint Committee on Horticultural ' Nomenclature, except that for names not covered therein, the established custom of the nursery trade is followed. 2.2 SUBSTITUTIONS A. Substitutions will be allowed only when specified material is proved unavailable and only with approval of the Engineer. Proposals will be considered for use of nearest equivalent size and variety with equitable adjustment to the contract price. 2.3 PLANT MATERIAL PROCUREMENT I A. If required by plant material suppliers, the Contractor shall make necessary deposits to reserve specified plant material for scheduled planting time. Contractor may submit invoice to Owner for reimbursement of deposits. Engineer retains the right to approve or reject nurseries and/or plant materials based on size and quality. All plant material shall be ordered immediately following award of contract. Contractor will be responsible for assuring that plants of specified sizes and qualities will be in fact as specified at the time of planting. The Contractor shall produce sales receipts for all nursery stock showing quantities and sizes and certificates of inspection from all federal, state, and local authorities as necessary upon the Engineer's request. Contractor shall have all plant materials available for inspection as soon as possible after contract award. 2.4 QUALITY A. Plants sha11 conform with American Association of Nurserymen Standards, ANSI Z60.1, in all ways. B. Plants shall be symmetrical and typical for variety and species. C. Plants shall be nursery-grown under climatic conditions similar to those in the project area. SPK33661.B 1 January 13, 1993 02900 2 PLANTING MODERN ELECTRIC WATER COMPANY 33661 A.SEA SECTION 02900 PLANTING (Schedule A and Schedule B) PART1 GENERAL 1.1 PROVISIONS A. All of the provisions of the General Conditions, Supplementary Conditions, and Division 1, GENER.AL REQUIREMENTS, and any applicable provisions elsewhere in the Contract Documents shall apply to the work of this section as fully as if repeated here. B. This section is an incomplete specification if separated from the Project Manual. C. This section covers the planting and landscape work at the Reservoir 7 site and the restoration of planted areas, other disturbed areas not receiving other types of surface restoration, and landscaping at Reservoir 1. 1.2 DESCRIPTION A. Work Included in this Section: Furnish all labor, tools, equipment, material, and transportation, and perform all operations necessary and incidental to proper execution and completion of all planting work in accordance with the Drawings and Specifications. B. Related Work Specified Elsewhere: Consult all other sections, with particular attention to those listed below; determine the extent and character of related work; properly coordinate work specified herein with that specified elsewhere to produce a finished, workmanlike installation. 1. Section 02800, LANDSCAPE IRRIGATION SYSTEM. 1.3 SAMPLES A. Submit duplicate samples and manufacturer's guaranteed analysis of the following items and such other materials as may be required by the Engineer, and obtain written approval thereof before beginning fabrication or delivery of material to the project site. Finished work shall match approved samples. 1. Fertilizers and Soil Conditioners: Including 1/2 pound each of sawdust, bark, sand, and peatmoss. 2. Mulch: 1/2 pound of 1/8- to 1/4-inch diameter. 3. Seed: 1 /2 pound. 4. Materials for Tree Guying and Staking: Including one each of wires (12 inches long), hose collars, tubing (6 inches long), cable clamps, turnbuckles, and fabric-reinforced corded rubber straps. SPK33661.B 1 January 13, 1993 02900 1 PLANTING MODERN ELECTRIC WATER COMPANY 33661 A.SEA 2.7 GROUNDCOVER PLANTS A. Groundcover plants, unless otherwise indicated on the Drawings, shall be • rooted plants grown in flats. B. Plants shall be full and compact, not "leggy". 2.8 HYDROSEED MIXES A. Furnish seed mix specified in original sealed containers labeled in accordance with U.S. Department of Agriculture rules and regulations under the Federal Seed Act bearing guaranteed analysis and germination procedures. B. Furnish vendor's certified statement of composition, mixture, and percentage ' of purity, germination, and weed seed for each grass seed species required. C. Lawn Seed mix to be as follows: ~ 1. 20 percent "Pennfine" Perennial Rye. 2. 20 percent "Fortress" Creeping Red Fescue. 3. 40 percent "Victa" Kentucky Bluegrass. 4. 20 percent "Touchdown" Kentucky Bluegrass. D. All lawn seed used shall meet the following standards: 1. Purity: 94 percent. 2. Germination: 88 percent. 3. Weed Content: 0.35 percent. E. Dryland Seed Mix: Percent by Minimum Minimum Common Name Percent Weight Percent Pure Germination Hard Fescue 33 90 85 (certified) Sheep Fescue 33 90 85 (certified) Bluegrass 33 90 85 2.9 FERTILIZERS AND SOIL CONDITIONERS-GENERAL A. Materials Delivery and Storage: Manufactured materials shall be delivered in original containers with brand and maker's name marked thereon. Materials in broken containers or showing evidence of damage will be rejected and must be immediately removed from the site. Odorous materials shall not be brought to the site until they are to be used. SPK33661.B 1 January 13, 1993 02900 4 PLANTING MODERN ELECTRIC WATER COMPANY 33661 A.SEA D. Plants shall be sound, healthy, vigorous, free from plant disease and insect pests or their eggs. E. All trees and shrubs shall be container-grown or established "boxed-out" field grown material unless otherwise specified. F. Container stock shall be grown in containers in which delivered for at least 8 months, but shall not be rootbound. Container plants with cracked or broken balls of earth when taken from containers may be planted only with specified approval of the Engineer. G. Plants shall not be pruned prior to delivery except as authorized by the Engineer. H. Protect plants in transit and after delivery to the project site. Plants in broken containers and plants with broken branches or injured trunks will be rejected. I. Remove rejected material from the site immediately. J. Substitutions will be allowed only when specified material is proved unavailable and only with approval of the Engineer. Proposals will be considered for use of nearest equivalent size and variety with equitable adjustment to the contract price. 2.5 INSPECTION A. Right of inspection for approval or rejection is reserved at the place of growth and/or on the project at any time upon delivery or during the work. Plants shall be inspected for size, variety, condition, and defects or injury. B. Notify the Engineer of the source of material no later than 30 days after award of the contract. C. Three separate inspections of plant material may be made by the Owner. All plant materials requiring inspection by the Owner shall be assembled and ava.ilable for inspection. D. Any additional required inspections caused by failure to assemble the required materials or rejection of plant materials shall be paid for by the Contractor. E. Certificates of inspection shall be furnished as may be required by county or state authorities. 2.6 DIMENSIONS A. Height and spread of specimen plant materials are specified on the Drawings. All measurements shall be made with material in a normal position without support of the branches. Plants specified by container size only shall be equal in size to similar plants in local retail nurseries. SPK33661.B 1 January 13, 1993 02900 3 PLANTING i MODERN ELECTRIC WATER COMPANY 33661A.SEA D. Planting Tablets: Tablets shall consist of compressed urea-formaldehyde containing added phosphorous and potassium to yield a 20-10-5 ratio of N-P-K plus 1.4 percent sulphur, manufactured by Agriform International Chemicals, Inc., 21 gram size. E. Hydroseed Fertilizer for use with Dryland Seed Mix: Slow release fertilizer. , Nutrients per acre 135N-80P-80K with 95 percent of Nitrogen in slow release form. F. Herbicide: Simazine "Princep" as manufactured by Geigy Co., Casaron G-4, "Round-Up" as manufactured by Monsanto Chemical Co., or approved equals. 2.12 MISCELLANEOUS MATERIALS ~ A. Mulch: Coarse ground 1/4- to 3/4-inch barkchips, fir, pine, or hemlock. ' ~ B. Tree Guys: , I 1. Anchors: 2 x 4 x 30-inch pressure-treated fir. 2. Wires: 12-gauge galvanized wire. ~ 3. Hose Collars: Fabric reinforced rubber hose; color black. 4. Turnbuckles: 6-inch open turnbuckle; eye and fittings, 5/16-inch diameter; 4-1/4-inch take-up; galvanized, weldless, drop-forged steel. , C. Tree Stakes: 1. Stakes: 2 x 2 Douglas fir tree stakes stained with Olympic Semi-transparent #916. 2. Wires: 12-gauge galvanized wire or black rubber tree strapping. 3. Hose Collars: Reinforced rubber hose, color black. D. Tree Paint: Waterproof, asphalt-base paint with antiseptic properties, manufactured for use on tree wounds. E. Steel Edging: 1/8-inch by 4-inch steel, color black, slotted for 16-inch stakes at 30 inches O.C.; as manufactured by Ryerson, Box 35,25, Seattle, WA, 206/624-2300. 2.13 HYDROSEED MULCH MATERIALS A. Wood Fiber for Mulching: Fiber produced from cellulose such as wood pulp or similar organic material approved by the Engineer and shall be of such character that it will disperse into a uniform slurry when mixed with water. The fiber shall be of such character that when used in the applied mixture an absorptive or porous mat, but not a membrane, will result on the surface of the ground. Materials which inhibit germination or growth shall ~ not be present in the mixture. Color: green. B. Organic Mulch: Grass mulch peilets, produced from the residue of grass ~ leaves, stems, immature grass seeds. Jacklin "Mulchette", Organic Mulchette, or approved equal. C. Tackifier: J-Tac or approved equal. SPK33661.B 1 January 13, 1993 02900 6 PLANTING , MODERN ELECTRIC WATER COMPANY 33661A.SEA B. Certificates: Furnish a certificate with each delivery of material to the site in containers, or in bulk. Certificate shall state source, quantity or weight, . type, and analysis and date of delivery. Deliver all certificates to the Architect. 2.10 SOIL CONDITIONERS A. Ground Fir Bark: Particle size (dry weight basis): Sieve Size Percent Passing 1/4 inch 95 - 100 No. 8 mesh 80- 100 No. 35, 32 mesh 0- 30 1. Organic Content: Determined by ash analysis. Minimum 94 percent based on dry weight. 2. Chemistry: Nitrogen, minimum 0.8 percent of N on dry weight basis. 3. Salinity: Maximum saturation extract conductivity: 3.5 millimhos per centimeter at 25 degrees C. 4. Iron: Minimum 4.08 percent as Fe dry weight basis. 5. Wetability: The air-dry product shall, when applied to a cup or small beaker of water at 70 degrees F in the amount of 1 teaspoon, become completely wet in a period not exceeding 2 minutes. Any wetting agent added to accomplish this shall be guaranteed to be nonphytotoxic at rate used. B. Peatmoss: A natural residue formed by decomposition of reeds, sedges, or mosses from fresh water site, free from lumps, roots, and stones, absorbing at least four times its dry weight of water, organic matter not less than 90 percent on a dry weight basis. The maximum moisture content at time of delivery 65 percent by weight. C. Manure: Shredded, well-rotted, unleached stable or cattle manure, reasonably free from weed seed and refuse, containing no chemicals or materials hannful to plant life; not less than 4 months nor more than 2 years old. Sawdust or shavings shall not exceed 50 percent content of manure. D. Sand: Clean, coarse, ungraded, meeting the requirements of ASTM C33 for fine aggregate. E. Dolomite Lime: Kaiser #65. 2.11 FERTILIZERS A. All fertilizers and soil conditioners shall be first quality, standard brand, agricultural products. ~ B. Controlled Release Fertilizer: 18-10-10-7 (N-P-K) with iron (resin coated). 18% nitrogen, 10% phosphoric acid, 10% potash, 7% sulphur. C. Complete Plant Food: 16% nitrogen, 16% phosphoric acid, 16% potash. SPK33661.B1 January 13, 1993 02900 5 PLANTING MODERN ELECTRIC WATER COMPANY 33661 A.SEA 2.14 TOPSOIL A. As specified in Section 02200, EARTHWORK. PART 3 EXECUTION 3.1 SOIL PREPARATION A. Grades: l. Subgrades for installation of topsoil have been established in Section 02200, EARTHWORK. 2. Existing topsoil has been stripped and stockpiled for reuse in landscape areas. Contractor shall verify quantity available and supply any additional topsoil. Six inches of topsoil shall be spread in all planting beds and lawn areas, plus or minus 1 inch. Incorporate soil amendments as specified and grade as required. Meet the desired elevations. 3. Subgrades will be approved by the Engineer prior to commencing soil preparation work. B. Weed and Debris Removal: All ground areas to be planted shall be cleaned of all weeds and debris prior to any soil preparation or grading work. Noxious weeds and grasses shall be removed by the roots wherever they are found at any stage of the work. Weeds and debris shall be disposed of off the site. Apply herbicide as necessary to assure weed eradication and control in all planting areas in accordance with manufacturer's printed instructions. C. Soil contaminated by cement, paint, plaster, or other construction debris shall be removed and replaced with uncontaminated soil. D. Furnish and install replacement soil at no additional cost to the Owner if none is available from stockpiles on site. E. Obtain the Engineer's approval of replacement soil prior to installing. F. Dispose of removed soil off of the project site. G. Moisture Content: Soil shall not be worked when moisture content is so great that excessive compaction will occur, nor when it is so dry that dust will form in the air or that clods will not break readily. Water shall be applied, if necessary, to bring soil to an optimum moisture content for tilling and planting. H. Soil Loosening: Subgrade in all planting areas including lawn and groundcover areas shall be ripped or cultivated to the depths specified below. Water shall be added and ripping or cultivating shall be continued until the entire specified depth is loose and friable. All debris, pavement, concrete and rocks over 1 inch in diameter shall be removed to the specified depth and shall be removed from the site. 1. Slopes 2.5 to 1 and steeper: 4 inches deep. 2. All other areas to be planted: 6 inches deep. SPK33661.B 1 January 13, 1993 02900 7 PLANTING MODERN ELECTRIC WATER COMPANY 33661 A.SEA 3.2 INSTALLATION OF TOPSOIL A. No finished grading or installation of topsoil shall be done until soil loosening has been approved by the Engineer. B. Areas to Receive Topsoil: 1. All planting areas contaminated by previous construction. 2. Tree and shrub hole backfill (see "Special Backfill Mix" for backfilling of planting holes). 3. Shrub and groundcover areas, 6 inches. 4. Lawn areas, 6 inches. C. Installation: Place topsoil and bring to a smooth even grade. Soil shall be thoroughly settled and high and low areas regraded in accordance with "Finished Grading". 3.3 SOIL CONDITIONING-GENERAL A. After soil preparation and/or topsoiling has been completed and the soil water-settled, high and low spots regraded, and the rough grade approved by the Engineer, add soil amendments as indicated below and rototill, making repeated passes with the cultivator to the depth specified until the amendments have been thoroughly mixed. B. Lawn: Rototill the following into the top 6 inches of soil at the specified rates per 1,000 square feet of area: 1. Peatmoss: 1 bale. 2. Ground Fir Bark: 6 cubic yards. 3. Controlled-Release Fertilizer: 6 pounds. C. Groundcover Areas: Rototill the following into the top 6 inches of soil at the specified rates per 1,000 square feet of area: 1. Ground Fir Bark: 6 cubic yards. 2. Controlled-Release Fertilizer: 20 pounds. D. Planting Holes: 1. Locate planting holes per planting plans, bringing any conflict with underground utility lines to the attention of the Engineer. Locations for holes shall be staked on the site and the Engineer's approval thereof obtained prior to excavating planting holes. 2. Excavate round holes to the sizes and depths indicated on the Drawings, except where noted otherwise. 3. Scarify the sides and bottom of the holes. 4. Backfilling: Backfill the planting holes with the amended soil herein specified. Settle backfill thoroughly or compact by other approved method prior to planting so plants do not settle. 5. Amended soil for planting holes: a. 50 percent topsoil. b. 25 percent ground fir bark. c. 25 percent peatmoss. SPK33661.B 1 January 13, 1993 02900 8 PLANfING MODERN ELECTRIC WATER COMPANY 33661 A.SEA ~ 6. Mixing: Prepare the mix in stockpiles on site; do not mix at each individual planting hole. Mix thoroughly, leaving no layers of soil amendments or clods of soil. Obtain Engineer's approval prior to backfilling. 3.4 FIIVISI-ED GRADING A. When weeding, soil preparation, and soil conditioning have been completed and soil has been thoroughly water-settled, all planting areas shall be smooth graded, ready for placement of plant materials and for seeding and/or sodding. B. Grading shall be done when soil is at optimum moisture content of working. 3.5 GRADES A. The Contractor shall be familiar with site grading plans and do finished grading in conformance with sa.id plans and as herein specified. B. Finished grades shown on Site Grading Plans are given in feet and decimals of feet. Slope uniformly between given spot elevations. Planting areas, including lawns, shall be true to grade within 1 inch when tested in any direction with a 10-foot straightedge. C. Grades not otherwise indicated shall be uniform levels or slopes between points where elevations are given, or between points established by foundations, paving, curbs, or catch basins. Finish grades shall be smooth, even and on a uniform plane with no abrupt changes of surface. Minor adjustments of finish grades shall be made at the direction of the Engineer, if reyuired. D. All grades shall provide for natural run-off of water without low spots or pockets. Flow lines shall be accurately set and shall not be less than 2 percent gradient wherever possible. E. Shrub and Groundcover Areas: Finished grades shall be 1-1/2 inches below top of adjacent pavement, headers, curbs, or walls unless otherwise indicated on the Drawings. F. Lawn Areas: Finished grade shall be 3/4 inch below top of adjacent pavement, curbs, or headers. G. Tops and toes of all slopes shall be rounded to produce a gradual and natural appearing transition between relatively level areas and slopes. 3.6 STEEL MOWING EDGES A. Edging shall be installed prior to installation of sprinkler heads. B. Edging shall be installed true to line and grade as indicated and detailed on the Drawings. Headers shall be set flush with adjacent paving. SPK33661.B 1 January 13, 1993 02900 9 PLANTING MODERN ELECTRIC WATER COMPANY 33661 A.SEA C. Edging shall be installed as detailed on the Drawings. Curves shall be as detailed. Stakes shall be a minimum of 16 inches long and longer if required for solid anchorage and placed at a maximum of 30 inches on center. 3.7 PLANTING-GENERAL A. Do not install plant materials until a11 construction work has been completed and irrigation systems have been installed and tested. Planting areas shall have been graded and prepared as herein specified and shall have been approved by the Engineer. B. Do not plant during unfavorable weather. C. Soil shall be at an optimum moisture content for planting. D. Do not plant in dry soil or muddy soil. 3.8 WEED CONTROL A. Apply pre-emergence herbicide to all groundcover and mulched areas in accordance with the manufacturer's recommended rates. Any plant materials showing loss of vigor or health due to improper application of the herbicide shall be replaced by the Contractor. 3.9 C4NTAINER PLANTS A. Do not lift or handle container plants by tops, stems, or trunks at any time. B. All plants shall be set so that, when settled, the natural grade in the container is 2 inches above the finished grade of lawns. C. In lawn areas, taper lawn gradually away from rootba]1. D. Fertilizer Tablets: Apply per the following rate, or as per manufacturer's recommendations: l. Trees: 4 tablets. 2. Shrubs: 2 tablets. 3. Groundcovers: 1 tablet. E. All plants shall be planted immediately after the containers are cut and containers shall be regularly removed from the site so as not to present a hazard to persons using the area. F. Upon completion of all planting operations, and again just prior to final inspection, all soil between plants shall be lightly cultivated and neatly raked. Basins shall be left around plants unless otherwise specified. 3.10 GROUNDC4VER PLANTS A. Install plants at spacings indicated on the Drawings. B. Plant in staggered rows, evenly spaced. ~ SPK33661.B 1 January 13, 1993 02900 10 PLANTING . ~ , MODERN ELECTRIC WATER COMPANY 33661 A.SEA C. Dig holes large enough to allow for spreading of roots. Place plants so root system lies free without doubling. D. Firm soil around roots to eliminate air pockets. E. Water thoroughly after planting, taking care not to cover crowns of plants with wet silt. 3.11 GRASS-GENERAL A. After the areas have been loosened, conditioned and finish graded as previously specified, they shall be hand-raked to remove all clods, weeds, roots, debris, and rocks 1 inch in diameter and larger. B. After the areas have been prepared, no heavy objects except lawn rollers shall be taken over the areas at any time. C. Final grades shall be approved by the Engineer prior to seeding. 3.12 LAWNS A. Seeding: Apply by the Hydromulch method. 1. Hydroseed Mix for Lawns: Mix at the following rates: a. Fiber: 1,0()0 pounds per acre. b. Lawn Seed: 10 pounds per 1,000 square feet. 2. Hydroseed Mix for Dryland Mix Areas: Mix at the following rates: a. Seed Mix: 40 pounds per acre. b. Mulch ("Mulchette"): 1,000 pounds per acre. c. Mulch (Wood Fiber): 1,000 pounds per acre. d. Fertilizer (nutrients per acre): 135 N-80P-80K. e. Tackifier (steep slopes only): 40 pounds per acre as needed. 3. Mixing: a. Prepare slurry by mixing fiber, seed, and water in the proportions specified herein. b. The weights of the various materials to be used in the slurry shall be determined from marked weights per sack and sack count or by weighing on approved scales. c. Materials shall be loaded into the mixer and mixed in such sequence as to provide a thoroughly mixed homogeneous slurry. This slurry sha11 have the proper consistency to adhere to the earth without lumping or running. d. Mixing time of the materials shall not exceed 45 minutes from the time the seeds come into contact with the water in the mixer , to the complete discharge of the prepared slurry onto the earth; otherwise, the batch will be rejected. 4. Application: a. Water prepare lawn areas thoroughly and allow surface to dry off. b. Apply slurry using a method of hydraulic planting approved by the Engineer. c. Distribution of the slurry shall be uniform throughout. d. When conditions are such, by reason of high winds, excessive moisture, or other factors, that satisfactory results are not likely SPK33661.B 1 January 13, 1993 02900 11 PLANTING MODERN ELECTRIC WATER COMPANY 33661A.SEA to be obtained, the work shall be stopped. The work shall be resumed only when conditions are favorable aga.in. e. Reseed at 10-day intervals any areas that do not take root and grow until a stand of grass acceptable to the Engineer is established. f. Watering shall be started immediately. Water shall be applied to the seeded area at a rate sufficient to ensure thorough wetting of the soil to a depth of at least 3 inches. Watering operations shall be properly supervised to prevent run-off. The Contractor shall supply all pumps, hoses, pipelines, and sprinkling equipment. All areas damaged by the Contractor's watering operations shall be repaired at no cost to the Owner. 3.13 MCJI.CHING A. Install a 3-inch deep mulch over all planting areas except where lawn areas occur. 3.14 PROTECTION A. Protect alI planted areas and plants against trespassing and damage at all times. If any plants are damaged, treat or replace as d'uected by the Engineer, without additional cost to the Owner. B. Do not execute work in or over prepared plant areas or adjacent to planting without proper safeguards and protection. 3.15 TREE STAKING A. Scope: Double stake all deciduous trees 6 feet and taller. Single stake all trees less than 6 feet tall except where otherwise noted on the Drawings. B. Installation: Set stakes plumb. Securely tie trunks to stakes as detailed. 3.16 TREE GUYING-GENERAL A. Guy all 5-foot plus conifer and 3-inch caliper and larger specimen deciduous trees. Guy as detailed in conifer tree planting detail. B. Installation: 1. Neatly form hose and wire collars to prevent any bare wire chafing against the tree trunk or branches. 2. Conifers: Connect to 2 x 4 anchors and drive into ground so that top of stake is flush with finish grade. Deciduous: Connect to pressure-treated 2 x 2 anchors per detail. 3. Use turnbuckles for tension adjustment on trees over 14 feet tall. 4. Do not leave sharp wire ends protruding. 5. Install polyethylene marker tubing on all guy wires. 3.17 GENERAL CLEANUP A. Remove all cans, surplus materials, and other debris from site. Neatly dress and finish all planting areas. SPK33661.B 1 January 13, 1993 02900 12 PLANTING , MODERN ELECTRIC WATER COMPANY 33661A.SEA B. Rinse foliage of all plant materials within the construction area as often as necessary to keep the foliage free of dust from work of this contract. 3.18 ESTABLISHING MAINTENANCE PERIOD A. As soon as all planting is completed, a planting review and preliminary inspection to determine the condition of the planting will be held by the Engineer upon request of the Contractor. B. Upon approval of the work by the Engineer, the 60-day maintenance period shall begin. 3.19 MAINTENANCE A. Continuously maintain all planting in areas included in the contract from the beginning of contract work, during the progress of work, and for a period of bU days after completion of all work and acceptance of all contract work by the Engineer. B. Scope: New plantings. l. Continuous operations of watering, weeding, cultivating, mowing, trimming, edging, rolling, fertilizing, spraying, insect, pest, fungus and rodent convol, and any other operations to assure good normal growth. 2. Fertilizing: In addition to fertilizing of trees, shrubs, groundcovers, and lawns herein specified, furnish and apply any additional fertilizers necessary to maintain plantings in a healthy, green, vigorous growing condition during the maintenance period. 3. Mowing schedule: a. Winter: Mow grass to 1-1/2 inches when it reaches a height of 2-1/2 inches. b. Other Seasons: Mow grass to 2-1/2 inches when it reaches a height of 3-1/2 inches. 4. Weeding, Cultivating and Cleanup: Planting areas shall be kept neat and free from debris at all times and shall be cultivated and weeded at I not more than 10-day intervals. 5. Insect, Pest and Disease Control: Insects and diseases shall be controlled by the use of approved insecticides and fungicides. Moles, gophers and other rodents shall be controlled by traps, approved pellets inserted by probe gun or other approved means. 6. Pruning: Prune new trees and shrubs at the direction of the Engineer. Shape branching structure and thin out foliage. Do not remove lower branches from low branching or multi-trunk trees unless directed to do so by the Engineer. 7. Protection: Work under this section shall include complete responsibility for maintaining adequate protection for all areas. Any damaged areas shall be repaired at no additional expense to the Owner. 8. Replacements: Immediately replace any plant materials that die or are damaged. Lawns that do not properly germinate or grow shall be reseeded or resodded as specified. Replacements shall be made to the specifications as required for original plantings. 9. Condition of Plantings at the End of the Maintenance Period: All plant materials shall be live, healthy, undamaged, and free from infestations. All lawn and rough lawn areas shall be completely covered at the time of final acceptance and lawns shall be free of all SPK33661.B 1 January 13, 1993 02900 13 PLANTING MODERN ELECTRIC WATER COMPANY 33661 A.SEA weeds (broadleaf and grass weeds). Rough lawns shall be completely covered at the time of final acceptance. Bare spots of 6 square inches shall be acceptable but not more than 6 square inches. Groundcover, shrub areas, and other planting areas shall be free of all weeds (broadleaf and grass weeds). Plantings that do not conform to specifications shall be replaced and brought to a satisfactory condition before final acceptance of the work can be made. 3.20 GUARANTY A. All trees, shrubs, groundcovers, and other plant materials shall be guaranteed for 1 year past date of final acceptance against defects including death and unsatisfactory growth, except for defects resulting from neglect by Owner, abuse or damage by others. B. Any trees or other plant materials that die back and lose the form and size originally specified, shall be replaced, even though they have taken root and are growing after the die-back. C. Within 15 days of written notification by the Owner, remove and replace all guarranteed plant materials which, for any reason, fail to meet requirements of guaranty. Replacements shall be made to same specifications required for original materials and shall carry the same guaranty from the time they are replaced. END OF SECTION i i ' . I I SPK33661.B 1 January 13, 1993 02900 14 PLANTING I MODERN ELECTRIC WATER COMPANY 33661A.SEA SECTION 03301 REINFORCED CONCRETE (Schedule A and Schedule B) PART 1 GENERAL 1.1 SECTION INCLUDES A. Work necessary for furnishing and placing reinforced concrete, complete. 1.2 SUBMITTALS A. Product Data: Furnish bonding agent data and manufacturer's application instructions. B. Shop Drawings, Reinforcing Steel: 1. Bending lists. 2. Placing drawings. C. Quality Control Submittals: Furnish the following: 1. Complete data on the concrete mix in accordance with ASTM C94, Alternate 2. 2. Admixtures: Furnish the following for each admixture to be incorporated into the project: a. Manufacturers' Certifications of Compliance. b. Manufacturers' Certifications of Installation and Proper Usage. c. Manufacturers' Job Service Reports as specified hereinafter. d. Fly Ash: 1) Source Test Analysis Report(s): Submit most recent test prior to shipment of material to jobsite and as requested by Engineer throughout project life. 2) Manufacturer Certification of Compliance. 3. Ready mix delivery tickets for each truck with the following information: a. Name of concrete firm. b. Serial number of ticket. c. Date. d. Truck number. e. Specific class of concrete. f. Amount of concrete. g. Time loaded. h. Water added. i. Time unloaded. 4. Concrete placing plan to include the following: a. Location of thermocouples. h b. Installation of embedded items including anchor bolts, piping, and guardposts. c. Personnel, equipment, and backup for placement and vibration. d. Onsite and offsite traffic control. e. Timing and sequence of placement. SPK33661.B 1 January 13, 1993 03301 1 REINFORCED CONCRETE MODERN ELECTRIC WATER COMPANY 33661 A.SEA f. Monitoring of concrete temperature. g. Curing and protection. 1.3 QUALITY ASSURANCE A. Pre-Installation Conference: 1. Conference Attendees: Include Contractor representative, ready-mix producer, admixture representative, testing personnel, superintendent placing concrete, and Engineer. 2. Schedule and conduct prior to ordering concrete. Notify attendees of location and time. Provide minimum 3 days' advance notice prior to conducting meeting. 3. Conference shall include: a. Admixture types, dosage, and performance. b. Mix design. c. Placement techniques and equipment. d. Concrete delivery and placement timing. C. Traffic control f. Finish and curing. g. Other specified requirements requiring coordination. 4. Conference Minutes: Prepare in writing and submit to Engineer. PART 2 PRODUCTS 2.1 CONCRETE A. Ready-mixed meeting the requirements of ASTM C94, Alternate 2, and these Specifications. B. Portland Cement: Type II or Type I with fly ash, meeting ASTM C150. C. Concrete Admixtures: l. Source: Provide all admixtures used in the concrete mix from the same manufacturer. 2. Admixture Performance: Provides dense, durable concrete resistant to chemical attack, uvear, rebar corrosion, freeze-thaw attack, cracking, and segregation. All admixtures used shall be compatible. All admixtures shall be free of chlorides or other corrosive chemicals. 3. Manufacturer Requirements: As specified under Article MANLTFACTURERS' SERVICES. 4. Air-Entraining Admixture: a. Use in all concrete unless specified otherwise. b. Meet ASTM C260, except be nontoxic after 30 days and contain no chlorides or other chemicals causing corrosion. c. Concrete with air-entrainment admixture added shall maintain air percentage as batched, within plus or minus 2 percent for the time required for placement into the structure. 5. Water-Reducing Admixtures: a. Complex, multi-component, nonchloride, noncorrosive admixture providing unique performance qualities unobtainable from conventional water-reducing admixtures. b. Meet ASTM C494, Type A or Type D. SPK33661.B 1 January 13, 1993 03301 2 REINFORCED CONCRETE MODERN ELECTRIC WATER COMPANY 33661 A.SEA I c. Manufacturer and Product: ~ 1) Master Builders, Inc., Cleveland, OH, Pozzolith or Pozzolith Polyheed. 2) W. R. Grace & Co., Cambridge, MA, WRDA HYCOL. 3) Euclid Chemical Co., Cleveland, OH, Eucon WR-90. 6. Superplasticizers: a. Meet ASTM C494 and use only Type F or G. b. Hold slump of 5 inches or greater for the time required for ~ placement into the structure. c. Type F Superplasticizer: Batch plant added to extend plasticity time, control temperature of fresh concrete, reduce water 20 to ~ 30 percent, and give higher strengths at all ages. d. Type G Superplasticizer: Batch plant added to extend plasticity time, maintain setting characteristics similar to normal concrete throughout its recommended dosage range and at varying concrete temperatures, reduce water 30 to 40 percent, and give high-early and ultimate strengths. e. Manufacturer and Product: 1) Master Builders, lnc., Cleveland, OH, Rheobuild or Pozzolith Polyheed at a dosage greater than 10 ounces per 100 pounds of cement. 2) W. R. Grace & Co., Cambridge, MA, Daracem 100. 3) Euclid Chemical Co., Cleveland, OH, Eucon Super F or 537G. 7. Pozzolan (Fly Ash): a. Class C or Class F fly ash meeting ASTM C618-84, including requirements of Table l and 2, except as modified herein: 1) Loss on Ignition: Maximum 3 percent. 2) Water Requirement: Maximum 100 percent of control. 3) Ca0 (%)-5 : Maximum 1.5 Fe203(%) 4) Requirements of Table 2A, Uniformity Requirements, apply when loss on ignition of fly ash furnished exceeds 3 percent. b. Fly ash shall be used in all concrete on this project. c. Combine fly ash at batch plant or during production of the cement (Type IP cement). d. For combination fly ash and cement (Type LP cement), cement and fly ash shall meet the requirements of these Specifications. SPK33661.B 1 January 13, 1993 03301 3 REINFORCED CONCRETE MODERN ELECTRIC WATER COMPANY 33661 A.SEA D. Grading Limits: As follows: Percentage Passing Sieve Sizes 1-1/2" Max. 1" Max. 2" -100 - 1-1/2" 95-10() -100 1" 65-85 90-100 3/4" 55-75 74-90 1/2" - - 3/8" 40-55 45-65 No. 4 30-45 31-47 No. 8 23-38 23-40 No. 16 16-30 17-35 No. 30 10-20 10-23 No. 50 4-10 2-10 No. 100 0-3 0-3 No. 200 0-2 0-2 E. Mix Design: 1. Concrete shall be cured and tested in accordance with ASTM C31 and C39. 2. Minimum Allowable 90-Day Compressive Field Strength: 3,004 psi. Mix design acceptance may be based on a minimum 28-day compressive strength of 2,600 psi. Final acceptance of the concrete shall be based on 90-day strength requirements. 3. Coarse Aggregate Size: 1-1/2 inches or 1 inch. 4. Use water-reducing admixtures in all concrete. Use superplasticizers when required to achieve specified slump or for workability. 5. Water-Cement Plus Fly Ash Ratio: 0.40 maximum for 1-1/2-inch aggregate or 0.385 maximum for 1-inch aggregate. 6. Slump Range: 3 to 5 inches. 7. Air Entrainment: Between 3 percent and 6 percent by volume. 8. Fly Ash: Maximum 25 percent, minimum 15 percent of total weight of fly ash plus cement. F. Mixing: Minimum 70 and maximum 270 revolutions of mixing drum. Nonagitating equipment is not allowed. 2.2 REINFORCING STEEL A. ASTM A615, Grade 60, deformed bars of sizes shown. SPK33661.B 1 January 13, 1993 03301 4 REINFORCED CONCRETE , N MODERN ELECTRIC WATER COMPANY 33661A.SEA B. Provide concrete blocks of same strength as concrete mix to support reinforcing bars. Do not use broken concrete, brick, or stone. t' C. Thnist block rods where shown shall be galvanized deformed bars, #b, with 30-inch minimum embedment in concrete. i 2.3 NONSHRINK GROUT A. Nonmetallic, nongas-liberating, natural aggregate fluid grouts meeting the following requirements: 1. A prepackaged natural aggregate grout, requiring only the addition of water. 2. Meet the requirements of CRD-C621-89 and ASTM C1107-89a, Grade B when tested at: a. Fluid consistency (20 to 30 seconds) per CRD-C611-89. b. At temperatures of 45, 70, and 90 degrees F. 3. Provide certification together with independent test data that the expansion at 3 or 14 days does not exceed the 28-day expansion and that its nonshrink property is not based on gas or gypsum expansion. 4. The fluid grout shall pass through flow cone, with a continuous flow, 1 hour after mixing. 5. Grout shall have a minimum strength of 2,500 psi at 1 day, 4,500 psi at 3 days, and 7,000 psi at 28 days. B. Manufacturer: 1. UPCO Co., Cleveland, OH, Upcon High Flow. 2. Master Builder Co., Cleveland, OH, Master Flow 713. 3. L& M Construction Chemicals, Inc., Omaha, NE, Crystex. 2.4 BONDING AGENT A. Provide as recommended by manufacturer to meet project requirements including surface finish, pot life, set time, vertical or horizontal application, and forming restrictions. B. Manufacturer: 1. Sika Chemical Corp., Lyndhurst, NJ. 2. Adhesive Engineering Co., San Carlos, CA. 2.5 CRACK REPAIR EPOXY A. SCB Process by H S Peterson Co., Portland, OR. B. Two-component epoxy injection by Sika Chemical Corp., Lyndhurst, NJ. 2.6 FORMS A. Use new plywood for exposed areas, and new shiplap or plywood for unexposed areas. Materials shall produce tight fonns and an acceptable finish. SPK33661.B 1 January 13, 1993 03301 5 REINFORCED CONCRETE MODERN ELECTRIC WATER COMPANY 33661 A.SEA B. Straight panels may be substituted for circular forms. If straight panels are used, maintain minimum radial dimension as shown on the Drawings, extend reinforcing to 2 inches from edges of straight sides, and maintain uniform slab slope as shown on the Drawings. C. Form Design: 1. Structurally design formwork to hold full liquid head without form distortion. 2. Structurally design forms for all loads and to meet applicable safety regulations, current OSHA regulations, and locally imposed codes. 3. Formwork designs prepared by an engineer licensed in state of the Project. 4. Make designs available to governing authorities upon request. 5. Meet applicable portions of ACI 347-89 and ACI 318-89. 6. Limit panel deflection to 1/360 of each component span. 2.7 FORM TIES A. Form Tie Design: 1. Provide fixed conical or spherical type inserts that remain in contact with forming material. 2. Construct so no metal is within 1 inch of concrete surface when fonns, inserts, and tie ends are removed. 3. Ties shall withstand all pressures and limit deflection of forms to acceptable limits. B. Wire ties are not acceptable. PART 3 EXECUTION 3.1 FORMS A. Construction: 1. Accurate to dimensions and elevations required and strong and unyielding. 2. Make joints tight to prevent escape of mortar and to avoid formation of fins. 3. Brace as required to prevent distortion during concrete placement. B. Form Removal: Contractor shall assume full responsibility for damage resulting from improper or premature removal of forms. 3.2 PLACING REINFORCING STEEL A. Place reinforcing steel as shown and in accordance with CRSI Recommended Practice for Placing Reinforcing Bars, except as modified herein. B. Install in accordance with approved shop drawings. SPK33661.B 1 January 13, 1993 03301 6 REINFORCED CONCRETE ~MODERN ELECTRIC WATER COMPANY 33661 A.SEA C. Bend all bars cold. Field bending of reinforcing steel is not permitted unless approved by the Engineer. D. Splices and Laps: 1. Use lap splices for all reinforcement. Do not weld reinforcing. 2. Stagger splices in adjacent bars. ' 3. Top Bars: Defined as any horizonta] bar placed such that 12 inches of fresh concrete is cast below in any single pour. 4. Horizontal wall bars are considered top bars. 5. Lap top bars 42 diameters or minimum 24 inches. 6. Lap all other bars 30 diameters or minimum 18 inches. 7. Tie splices with 18-gauge annealed wire as specified in CRSI Standard. 3.3 PLACING CONCRETE A. Meet ACI 318, except as modified herein. B. Prior to placing concrete, remove water from excavation and debris and foreign material from forms. Check reinforcing steel for proper placement and correct any discrepancies. C. Place concrete as soon as possible after leaving mixer, without segregation or loss of ingredients, without splashing forms or steel above, and in layers not over 1 foot deep. Place within 1-1/2 hours after adding cement to mix. D. Maximum Vertical Drop to Final Placement: 8 feet. E. Maximum Concrete Temperatures at Time of Placement: 55 degrees F. F. Maximum ambient temperature at the time of placement shall be 70 degrees F. G. Do not place concrete when the ambient temperature is below 40 degrees F or approaching 40 degrees F and falling, without special protection to keep concrete above 40 degrees F. Remove and replace concrete damaged by freezing. H. Pumping of Concrete: 1. General: a. Pumping will be permitted only with Engineer's approval. b. If pumped concrete does not produce satisfactory end results, discontinue pumping operation and proceed with placing using conventional methods. 2. Pumping Equipment: a. Provide standby pump, conveyor system, crane and concrete bucket, or other system acceptable to Engineer, on site during pumping, for adequate redundancy to assure completion of concrete placement without cold joints in case of a primary placing equipment breakdown. b. Minimum Hose (Conduit) Diameter: 4 inches. SPK33661.B 1 January 14, 1993 03301 7 REINFORCED CONCRETE MODERN ELECTRIC WATER COMPANY 33661 A.SEA c. Replace pumping equipment and hoses (conduits) that are not functioning properly. 3. Field Control (for Pumped Concrete): Take concrete samples for slump (ASTM C143), test cylinders (ASTM C31 and C39), shrinkage specimens (ASTM C157), and air entra.inment at placement (discharge) end of line. 3.4 COMPACTION A. Vibrate concrete as follows: 1. Apply approved vibrator at points spaced not farther apart than vibrator's effective radius. 2. Apply close enough to forms to vibrate surface effectively but not damage form surfaces. 3. Vibrate until concrete becomes uniformly plastic. 4. Vibrator must penetrate fresh placed concrete and into previous layer of fresh concrete below. 3.5 THERMOCOUPLES A. One thermocouple is to be used for each 100 cubic yards of concrete placed. Thermocouples shall be evenly distributed throughout the pour. Thermocouples shall be supported firmly in place prior to concrete placement. B. Ternperature of the concrete shall be recorded at the end of the pour and every 12 hours thereafter, until the range of temperatures in the mass is less than 5 degrees F. C. During this monitoring, period, blankets and/or heaters shall be used to maintain a maximum range of 10 degrees F within the concrete mass. 3.6 FINISHING A. Interior Slabs: 1. Screed surfaces to true conical surfaces or level planes, as shown. 2. After initial water has been absorbed, float with wood float and trowel with steel trowel to smooth finish free from trowel marks. 3. Do not absorb wet spots with neat cement. B. Exterior Slabs and Sidewalks: 1. Bull float with wood float, wood trowel, and lightly trowel with steel trowel. 2. Finish with broom to obtain nonskid surface. 3. Finish exposed edges with steel edging tool. C. Tolerances: Floors shall not vary from a tnie conical surface, or level plane, more than 1/4 inch in 10 feet when measured with a straightedge. SPK33661.B 1 January 13, 1993 03301 8 REINFORCED CONCRETE ~MODERN ELECTRIC WATER COMPANY 33661 A.SEA 3.7 FI1vISHING AND PATCHING FORMED SURFACES , A: Patch defective areas as follows: 1. Cut out honeycombed and defective areas. 2. Cut edges perpendicular to surface at least 1-inch deep. Do not feather edges. 3. Patch using bonding agent; fill holes flush with cement mortar composed of 1 part cement and 2 parts sand. 4. Rub surface with wood float and burlap. 5. Keep patches damp for minimum 7 days. 6. Fill form tie holes in same manner. 3.8 CONCRETE BONDING A. Mechanically roughen the existing concrete surfaces to a clean, rough surface using a"Blastrac" by Wheelabrator-Frye, Inc.; or "Porta-Shotblast" by Nelco Manufacturing Coip. B. Then coat contact surfaces with bonding agent as specified. C. Apply bonding agent in accordance with manufacturer's instructions. 3.9 PLACING GROUT A. Place gout in accordance with manufacturer's instructions. 3.10 PROTECTION AND CURING A. Protect fresh concrete from direct rays of sunlight, drying winds, and wash by rain. B. Keep concrete slabs continuously wet for a 7-day period. Intermittent wetting is not acceptable. Visqueen placed directly on the slab is not acceptable. Use burlap, cotton mats, or sawdust and keep continuously wet. Visqueen may be placed over this material if blankets are used. C. Curing compounds are not acceptable. 3.11 CRACK REPAIR A. Cracks greater than 0.01 inch in width shall be epoxy injected by qualified applicators using two-component epoxy as hereinbefore specified. 3.12 OWNER'S EVALUATION AND ACCEPTANCE OF CONCRETE A. Evaluation of Concrete Field Strength: 1. Owner's Representative will make or have tests made to determine compliance with Specifications. 2. Contractor's Responsibilities: a. Cooperate in making of such tests by furnishing necessary labor to assist testing agencies and/or Engineer in obtaining, handling, and protecting and/or curing samples at jobsite. SPK33661.B l January 13, 1993 03301 9 REINFORCED CONCRETE MODERN ELECTRIC WATER COMPANY 33661 A.SEA b. Provide adequate facilities for safe storage and proper curing of concrete test cylinders on project site for first 24 hours, and for additional time as may be required before transporting to test lab. c. For mixes with superplasticizers, provide samples to Owner's Representative of rheoplastic mixes at slump to be used on project's placements. 3. Evaluation will be in accordance with ACI Standard Building Code Requirements for Reinforced Concrete (ACI 318-83), Section 4.79 "Evaluation and Acceptance of Concrete," and these Specifications. . Where the term "building official" is used in Section 4.7 of ACI 318-83, the term shall be redefined to "the Owner's Representative." 4. Specimens will be made, cured, and tested in accordance with ASTM C31 and ASTM C39. 5. Concrete testing will be paid for by the Owner. 6. Frequency of testing may be increased at discretion of Engineer. 3.13 MANLTFACTURERS' SERVICES A. Manufacturers' Onsite Service Representative Qualifications: 1. Full-time employee with technical training in product use. 2. Minimum 3 years of experience in product design/control and usages. B. Concrete Manufacturer: 1. Quality Control Representative: Provide to jobsite during placement to perform tasks as follows: a. Observe how concrete mix is performing. b. Assist Contractor and concrete supplier with concrete mix design, performance, placement, weather problems, and problems as may occur with concrete mix. c. Work with Contractor, admixture manufacturer, and jobsite inspection and testing personnel to establish control limits on concrete mix designs. C. Admixture Manufacturer: 1. Quality Control Representative: Provide to jobsite on a regular basis to perform tasks as follows: a. Observe how concrete mixes are performing. b. Be present during the first placement of each type of concrete mix. c. Assist Contractor and concrete supplier with concrete mix design, perfonnance, placement, weather problems, and problems as may occur with concrete mix throughout the project. END OF SECTION SPK33661.B1 January 13, 1993 03301 10 REINFORCED CONCRETE MODERN ELECTRIC WATER COMPANY 33661 A.SEA SECTIUN 05500 FABRICATED METALWORK AND CASTINGS (Schedule A and Schedule B) PARTI GENERAL 1.1 SECTION INCLUDES A. Work necessary to furnish and install, complete, fabricated metalwork and o castings as shown or as required to secure various parts together and provide a complete installation. ~ 1.2 SUBMITTALS A. Product Data: l. Wedge Anchors: ICBO (International Conference of Building Officials) or other similar building code organization recommendations regarding safe allowable design loads. 2. Product Data and Installation Instructions: Furnish for all materials and products used, including miscellaneous fabricated metals. B. Shop Drawings: Submit for all fabricated metalwork. C. Welding: See Section 05550, WELDING. PART 2 PRODUCTS 2.1 GENERAL A. Like Items of Materials: End products of one manufacturer in order to achieve standardization for appearance, ma.intenance, and replacement. B. Lifting Lugs: Provide on equipment and equipment components weighing over 100 pounds. C. Furnish miscellaneous items: 1. Miscellaneous metalwork and castings as shown, or as required to secure various parts together and provide a complete installation. 2. Items specified herein are not intended to be all-inclusive. Provide metalwork and castings shown, specified, or which can reasonably be inferred as necessary to complete the project. SPK33661.B 1 January 14, 1993 05500 1 FABRICATED METALWORK AND CASTINGS ~ MODERN ELECTRIC WATER COMPANY 33661 A.SEA D. Unless otherwise indicated, materials shall meet the latest issue of ASTM Specifications as follows: Item ASTM Specification Steel Shapes & Plates A36 Steel Pipe Columns A501 or A53, Type E or S, Grade B Sta.inless Steel: Bars & Shapes A276, Type 316 Steelplate, Sheet, & Strip A167, Type 316 Bolts A193, Type 316, B8MN, B8M2, or B8M3 Nuts A194, Type 316, B8MN, B8M2, or B8M3 2.2 ANCHOR BOLTS A. For equipment, machinery, and fabricated metalwork, where permanently anchored into concrete, unless otherwise shown: l. Stainless steel. 2. Diameter, Length, and Bend Dimensions: As required by equipment or machinery manufacturer or as shown. If not otherwise required or shown, provide 3/4-inch minimum diameter. 3. Furnish minimum two nuts and a washer of same material for each bolt. 4. Provide sleeves as required or as shown for location adjustment. B. Reservoir Anchor Bolts: ASTM A193, Grade B7 epoxy-coated anchor bolts. Epoxy coat with the following system: Surface Prep. Paint Material Min. Coats, Cover Abrasive Blast, or 10(}% solids, 1 or 2 coats, 7 MDFT Centrifugal Wheel thermosetting, fusion Blast (SP 10) or Acid bonded, dry powder Pickling (SP 8) epoxy or polyurethane resin, suitable for this intended service 2.3 CONCRETE ANCHORS I A. Wedge Anchors: 1. 100 percent 316 stainless steel. ' 2. Sizes: As shown. SPK33661.B 1 January 14, 1993 05500 2 FABRICATED METALWORK ~ AND CASTINGS -1 MODERN ELECTRIC WATER COMPANY 33661 A.SEA 3. Manufacturers: a. ITT Phillips Drill Div., Michigan City, IN. b. Hilti, Inc., Tulsa, OK, Hilti Super Kwik-Bolt, stud type. c. Wej-It Corp., Broomfield, CO, Wej-It. d. Molly Division of Emhart Corp., Temple, PA, Parabolt Concrete Anchors. 2.4 CONCRETE DOWELS A. Epoxy Adhesive for poweling: 1. Meet ASTM C881, Type 1, Grade 3, Class A, B, or C, depending on site conditions. 2. Two-component, 100 percent solids, nonsag, paste, insensitive to moisture, designed to be used in adverse freeze/thaw environments and gray in color. 3. Manufacturers: a. Adhesives Technology Corp., 21850 88th Place South, Kent, WA 98031, Anchor-It Fastening Systems, HS 200 Epoxy Resin, telephone 1-800-262-4748. b. ITW RamsetJRed Head, P.O. Box 90, Paris, KY 40361, Epcon Ceramic 6 Epoxy Anchor System. c. Covert Operations, Long Beach, CA, or Chester, NJ, CIA Epoxy Anchors with viscosity to suit application. B. Reinforcing Bars: As specified in Section 03301, REINFORCED CONCRETE. 2.5 BOLTS AND FASTENERS A. Type 316 stainless steel as specified if not permanently embedded in concrete, but located outdoors in areas subject to the weather. B. ASTM A307 or A36 with ASTM A] 53 galvanized if not perrnanently embedded in concrete, and not used for structural steel or piping, but located indoors where washdown, leakage, and drainage are not likely to occur. C. For Flanges of Piping, Valves, and Other Similar Connections: As specified in other sections or as shown. 2.6 OVERFLOW ECCENTRIC REDUCER A. Fabricate as shown on the Drawings. Weld seams and grind smooth. B. Flange at Base: 1. AWWA Class D flange. 2. Truly parallel to upper edge of fitting so lip can be installed in truly horizontal plane with pipe vertical. 3. Grind upper lip smooth and level. C. Fabricate supporting brackets of structural shapes and flat bar stock, as shown and prior to coating pipe. SPK33661.B1 January 14, 1993 05500 3 FABRICATED METALWORK AND CASTINGS MODERN ELECTRIC WATER COMPANY 33661 A.SEA D. Coat interior and paint exterior as specified in Section 09902, PAINTING. 2.7 HOSE RACKS A. Fabricate of steel shapes as shown. B. Hot-dip galvanize racks after fabrication. 2.8 SPLASH SCREEN A. Fabricate of steel shapes as shown. B. Hot-dip galvanize screen after fabrication. PART 3 EXECUTION 3.1 FABRICATION A. Exposed Surfaces Finish: Smooth, sharp, well-defined lines. B. Provide necessary rabbets, lugs, and brackets so work can be assembled in neat, substantial manner. C. Conceal fastenings where practical. D. Drill metalwork and countersink holes as required for attaching hardware or other materials. E. Fabricate materials as specified. F. Weld connecdons, except where bolting is directed. G. Methods of fabrication not otherwise specified or shown shall be adequate for stresses and as approved. H. Grind exposed edges of welds smooth. 1. Round sharp edges to 1/8-inch minimum radius. Grind burrs, jagged edges, and surface defects smooth. J. Unless otherwise shown or specified, all fabricated metalwork shall be hot- dip galvanized after fabrication. ~ 3.2 WELDING A. As specified in Section 05550, WELDING. 3.3 INSTALLATION OF FABRICATED METALWORK A. Install in accordance with shop drawings, the Drawings, and these Specifications. B. Install fabricated metalwork plumb or level as applicable. SPK33661.B 1 January 14, 1993 05500 4 FABRICATED NiETALWORK AND CASTINGS MODERN ELECTRIC WATER COMPANY 33661A.SEA C. Completed installations shall be rigid, substantial, and neat in appearance. D. Install commercially manufactured products in accordance with manufacturer's recommendations as approved. 3.4 CONCRETE ANCHORS A. Do not begin installation until concrete receiving anchors has attained design strength. B. Do not install an anchor closer than six times its diameter to either an edge of concrete or to another anchor, unless specifically shown otherwise. C. Install in accordance with manufacturer's specific quality control submittal instructions specified hereinbefore. Use manufacturer's recommended drills and equipment. Hole diameters are critical to installation, use only drills recommended by anchor manufacturer. Follow manufacturer's safe handling instructions. D. Follow specific manufacturer safe handling practices when handling and/or installing all concrete anchors. - 3.5 CONCRETE DOWELS A. Install in accordance with manufacturer's submittal specified hereinbefore. B. Dispense components through specially designed static mixing nozzle that thoroughly mixes components and places mixed adhesive at base of predrilled hole. 3.6 GALVANIZING AND REPAIR A. General: 1. Meet ASTM A123 for steel plates, shapes, bars (and products fabricated from these items), and str-ip 1/8-inch thick or thicker. 2. Meet ASTM A120 for welded or seamless steel pipe. B. Surface Preparation: 1. Thoroughly clean welded areas prior to galvanizing to remove slag or other material that would interfere with adherence of zinc. 2. When necessary to straighten any sections after galvanizing, perform without damage to zinc coating. C. Fabrication includes operations such as shearing, cutting, punching, forming, drilling, milling, bending, welding, and riveting. I D. Galvanize components of bolted assemblies separately before assembly. E. Except for inlet grates not otherwise required to be welded, completely seal edges of tightly contacting surfaces, where galvanizing is required, by welding before galvanizing. SPK3366131 January 14, 1993 05500 5 FABRICATED METALWORK AND CASTINGS , MODERN ELECTRIC WATER COMPANY 33661 A.SEA F. Repairs: 1. Clean galvanized surfaces that are abraded or damaged after application of zinc coating with solvent on the damaged area (Steel Structures Painting Council SP 1) and hand or power tool (Steel Structures Painting Council SP 2 or SP 3) the damaged areas, removing loose and cracked coating. 2. After cleaning, apply paint to cleaned surface as specified in Section 09902, PAINTING, System No. 5 or Sa. 3.7 ELECTROLYTIC PROTECTION A. Aluminum: l. Where in contact with dissimilar metals, protect surfaces as follows: Surface Prep. Paint Material Min. Coats, Cover Solvent Clean (SP 1) Wash Primer 1 coat, 0.4 MDFI' Bituminous Paint 1 coat, 10 MDFT 2. Allow paint to dry before installation of the material. 3. Protect pa.inted surfaces during installation. 4. Should coating become marred, prepare and touch up in accordance with paint manufacturer's written instructions. END OF SECTION SPK33661.B 1 January 14, 1993 05500 6 FABRICATED METALWORK AND CASTINGS MODERN ELECTRIC WATER COMPANY 33661 A.SEA SECTION 05550 WELDING (Schedule A and Schedule B) PART1 GENERAL 1.1 SCOPE A. General w•elding requirements for all portions of the project for field, shop, manual, semiautomated, and fully automated welding are specified in this section. Other requirements are specified in other Specification sections or shown on the Drawings. B. Specification sections covering parts of the project that require welding, governing welding codes and welding documentation, welding inspection, and nondestructive testing requirements are listed in the attached table titled WELDING AND NONDESTRUCTIVE TESTING, which is referred to elsewhere in this section as "the table". 1.2 SUBMITTALS A. The following specific information shall be provided in accordance with and in addition to the GENERAL REQUIREMENTS in Division 1: 1. Welding Procedure Specifications: If so specified in the table, the Contractor sha11 submit all shop and field welding procedure specifications and supporting welding procedure qualification records to the Engineer for review prior to any welding. Welding documentation shall be submitted on appropriate forms found in the appendixes to the referenced welding codes. For example, Appendix E to ANSI/AWS D1.1-92 conta.ins sample welding forms. Alternatively, Forms A7.1 and A.7.2 in Appendix A to AWS B2.1-84, "Standard for Welding Procedure and Performance Qualification" may be substituted. ASME Boiler and Pressure Vessel Code, Section IX, Appendix A. Forms QW-482 and QW-483 may also be used. 2. Welder/Welding Operator Qualifications: If so specified in the table, the Contractor shall submit all shop and field welder or welding operator performance qualification records to the Engineer for review prior to any welding. Welding documentation shall be submitted on appropriate forms found in the appendixes of the referenced welding codes. Acceptable forms include those found in Appendix E to ANSI/AWS D1.1-92; or Form A.7.3 in Appendix A to AWS B2.1-84; or Form QW-484 in Appendix A to ASME Boiler and Pressure Vessel Code Section IX. 3. Welding Inspector Credentials: If so specified to provide onsite welding inspection in the table, the Contractor shall submit the credentials of the welding inspector to be employed by the Contractor to the Engineer for review prior to starting any welding. The credentials shall include, but not be limited to, American Welding , Society QC1 Certification. The welding inspector shall have prior inspection experience with the governing welding codes specified in the table. The welding inspector shall be present whenever any shop SPK33661.B 1 January 13, 1993 05550 1 WELDING MODERN ELECTRIC WATER COMPANY 33661 A.SEA or field welding is performed. The duties of the welding inspector shall include, but not be limited to, the following: a. Verifying job material and storage. b. Monitoring conformance with approved welding procedure specifications. c. Checking welding and welding operator qualification. d. Supervising of nondestructive testing personnel and evaluation of test results. e. Maintaining records and preparing report. 4. Testing Agency Credentials: If so specified in the table, the Contractor shall retain a yualified testing agency employing nondestructive testing personnel. This testing agency shall perform the radiography, ultrasonic, magnetic particle, liquid penetrant, and other testing methods as specified. Personnel employed by the testing agency sha11 be certified in accordance with the current American Society of Nondestructive Testing (4153 Arlingate Plaza, Columbus, OH 43228) recommended Practice No. SNT-TC-IA and all supplements, NDT Level II. The Contractor shall submit the credentials of the testing agency and personnel to the Engineer for review prior to any welding. 5. Nondestructive Testing Procedure Specifications: The Contractor shall submit all nondestructive testing procedure specifications to the Engineer for review prior to any welding. PAR"I' 2 PRODUCTS 2.1 GENERAL A. Products shall be as specified in the governing welding codes referenced in the table. PART 3 EXECUTION 3.1 GENERAL A. The welding and fabrication by welding shall conform to governing welding codes referenced in the attached Welding and Nondestructive Testing Table. 3.2 NONDESTRUCTIVE WELD TESTING REQUIREMENTS A. All Welds: 1. Selection of the welds to be tested shall be as agreed upon between the Engineer and the Contractor. 2. All welds shall be visually inspected in accordance with , ANSI/AWS D 1.1-92, Paragraph 8.15.1. ' 3. Unless otherwise noted, perform nondestructive testing of welds as shown in the attached table as follows: a. Butt joint welds shall be 10 percent randomly radiographically tested and repaired in accordance with the referenced welding • codes. b. Groove welds shall be 10 percent randomly ultrasonically tested and repaired in accordance with the referenced welding codes. ' c. Fillet welds shall be 10 percent randomly examined using either dye penetrant or magnetic particle inspection methods. ~ SPK33661.B 1 January 13, 1993 05550 2 WELDING I MODERN ELECTRIC WATER COMPANY 33661 A.SEA I 4. Unless otherwise specified, all nondestructive testing shall be perfornned in accordance with Chapter 6 of ANSI/AWS Dl .1-92 and I the following. The standards for radiographic acceptance shall be in accordance with ANSI/AWS D1.1, Paragraph 8.15.3. The standards for ulvasonic acceptance shall be Class B indications in accordance with ANSI/AWS D1.1, Paragraph 8.15.4. The standards of acceptance • for both dye penetrant and magnetic particle inspection methods shall be in accordance with ANSI/AWS D1.1-92, Visual Inspection, Paragraph 8.15.5. 3.3 WELD DEFECTS REPAIR A. Rejectable weld defects shall be repaired or redone and retested until sound weld metal has been deposited in accordance with appropriate welding codes. The Contractor shall bear all costs for weld repair and subsequent retesting, unless otherwise indicated. PART 4 PAYMENT 4.1 GENERAL A. Payment for work in this section will be included as part of the lump sum bid price. (See Table following) SPK33661.B 1 January 13, 1993 05550 3 WELDING MODERN ELECTRIC WATER COMPANY 33661 A.SEA WELDING AND NONDESTRUCTIVE TESTING Submit Submit Nondest. Welding Welder/ Onsite Examina- Proce- Welding Welding tion (NDE) Nondest. Governing dure Operator Inspector of Welds Testing Spec/Descrip. Welding Codes Spec. Qual. Req'd Req'd Requ;rements ; OSSpO ANSUAWS D1.1 Yes Yes Yes Yes 10% C1T"" or FABRICATED RT'Z' of all METALWORK groove-&-butt AND CASTINGS joint welds; 10~. M'I''3j of all fillet welds 13208 ASME BPV Code, Yzs Yes Yes Yes See 13208 S1"EEL Section IX & RESERVOIR AWWA D100 15066 ASME BPV Code, Yes Yes Yes Yes See 15066 WELDED ST'EEL Section IX PIPE AND FITTINGS `"UT-Ultrasonic Testing. `='RT-Radiographic Testing. 131 MTI'-Magnetic Particle Testing. END OF SECTION SPK3366131 January 13, 1993 05550 4 WELDING MODERN ELECTRIC WATER COMPANY 33661 A.SEA SECTION 09902 PAINTING (Schedule A and Schedule B) PART l GENERAL 1.1 SECTION INCLUDES A. Surface preparation, furnishing, and application of protective coatings for all interior and exterior surfaces of Reservoir 1 and Reservoir 7, complete. 1.2 ABBREVIATIONS ANSI American National Standards Institute ~ AWWA American Water Works Association MDFT Minimum Dry Film Thickness MDFI'PC Minimum Dry Film Thickness Per Coat mil Thousandths of an Inch NACE National Association of Corrosion Engineers NSF National Sanitation Foundation OSHA Occupational Safety and Health Act PSDS Paint System Data Sheet SP Surface Preparation SSPC Steel Structures Painting Council I 1.3 SUBMITTALS I A. Product Data: Furnish the following. . 1. Data Sheets: a. For each paint system used herein, furnish a Paint System Data Sheet (PSDS), Technical Data Sheets, and paint colors available (where applicable) for each product used in the paint system, except for products applied by equipment manufacturers. A sample PSDS form is appended to the end of this section. b. Submit required information on a system-by-system basis. c. Also provide copies of paint system submittals to the coating ' applicator. d. Indiscriminate submittal of manufacturer's literature only is not acceptable. B. Quality Control Submittals: Furnish the following: 1. Applicator's Experience: List of references substantiating this requirement as specified. SPK33661.131 January 13, 1993 09902 1 PAINTING MODERN ELECTRIC WATER COMPANY 33661 A.SEA 1.4 QUALITY ASSURANCE A. Applicator's Experience: Minimum 5 years' practical experience in application of specified products. 1.5 MANUFACTURERS' SERVICES A. The paint manufacturer shall provide a representative to make a minimum of three visits to the jobsite: one to observe surface preparation, one to observe coating application, and one to verify the coating is fully cured and suitable for immersion. Additional visits may be required at other intervals during surface preparation and painting as may be required for product application quality assurance, and to determine compliance with manufacturer's instructions and these Specifications, and as may be necessary to resolve field problems attributable to, or associated with, manufacturer's products furnished under this Contract. 1.6 PAINT DELIVERY, STORAGE, AND HANDLING A. Deliver materials to project site in unopened containers that plainly show, at time of use, designated name, date of manufacture, color, and manufacturer. B. Store paints in a protected area that is heated or cooled to maintain temperature range recommended by paint manufacturer. C. Shipping: 1. Where precoated items are to be shipped to the jobsite, protect coating from damage. Batten coated items to prevent abrasion. 2. Use nonmetallic or padded slings and straps in handling. 3. Items will be rejected for excessive damage. PART 2 PRODUCTS 2.1 PAINT AND COATINGS MANUFACTURERS A. The letter code will be found following the generic descriptions of materials outlined in the Specifications. General office addresses are given; contact them for information regarding their representative nearest the project site. l. MANUFACTURER CODE A- COATINGS MANUFACTURERS (Able to supply most heavy-duty industrial coatings and architectural paints): a. Ameron Protective Coatings, Brea, CA. b. Carboline Coatings Company, St. Louis, MO. c. Devoe & Raynolds, Louisville, KY. d. Porter-International, Louisville, KY. e. Sherwin Williams, Cleveland, OH. f. Valspar Corporation, Azusa, CA. 2.2 PAINT MATERIALS A. Products shall comply with federal, state, and local requirements limiting the emission of volatile organic compounds. Specific information may be secured through the local office of the Air Pollution Control Officer. SPK33661.B 1 January 13, 1993 09902 2 PAINTING MODERN ELECTRIC WATER C4MPANY 33661 A.SEA ~ B. Material Quality: Manufacturer's highest quality products and suitable for intended service. C. Materials Including Primer and Finish Coats: Produced by same paint manufacturer. D. Thinners, Cleaners, Driers, and Other Additives: As recommended by paint manufacturer of the particular coating. E. Paint products as follows are listed according to their approximate order of appearance in the paint systems. The letter designating the manufacturer code refers to Article PAINT AND COATINGS MANLTFACTURERS. Product Definition Potable Grade Polyamide epoxy coatings approved for Polyamide Epoxy potable water contact, conforming to NSF Coatings Standards 60 and 61 MANUFACTURER CODE: A High-Build Epoxy Two-component, polyamide or amine cured epoxy, capable of 4 to 6 MDFT per coat. MANUFACTURER CODE: Polyurethane Enamel Two-component, aliphatic or acrylic based polywethane; high gloss finish MANUFACTURER CODE: A Wash Primer Vinyl butyral acid MANUFACTURER CODE: A 2.3 COLORS A. Provide as selected by Owner. B. Formulate with colorants free of lead and lead compounds. C. Proprietary identification of colors is for identification only. Any authorized manufacturer may supply matches. 2.4 TESTING GAUGES A. Furnish a magnetic type dry film thickness gauge, to test coating thickness M~fed in mils, as manufactured by Nordson Corp., Anaheim, CA, otest. B. Furnish an electrical holiday detector, low voltage, wet sponge type to test finish coat for holidays and discontinuities as manufactured by Tinker and Rasor, San Gabriel, CA, Model M-1. SPK33661.B 1 January 13, 1993 09902 3 PAINTING MODERN ELECTRIC WATER COMPANY 33661 A.SEA PART 3 EXECUTION - 3.1 GENERAL A. The intention of these Specifications is for new, interior and exterior metal and submerged metal surfaces to be painted, whether specifically mentioned or not, except as modified herein. B. Surface Preparation Inspection: l. Inspect and provide substrate surfaces prepared in accordance with these Specifcations and the printed directions and recommendations of paint manufacturer whose product is to be applied. 2. Provide Engineer minimum 7 days' advance notice prior to start of surface preparation work or coating application work. 3. Perform such work only in presence of Engineer, unless Engineer grants prior approval to perform such work in Engineer's absence. C. Environmental Conditions: 1. Do not apply paint in temperatures exceeding manufacturer's recommended maximum or minimum allowable, or in dust, smoke- laden atmosphere, damp or humid weather. 2. Do not perform abrasive blast cleaning whenever relative humidity exceeds 85 percent, or whenever surface temperature is less than 5 degrees F above dewpoint of ambient air. 3. Paint2ng shall not be done during the period from October 1 to April 1 without approval of the Engineer. D. Paint units to be bolted together and to structures prior to assembly or installation. E. Coating Cure: For coatings subject to immersion, obtain full cure for completed system. Consult coatings manufacturer's written instructions for these requirements. Do not immerse coating for any purpose until completion of curing cycle. 3.2 SURFACES NOT REQUIRING PAINTING A. Unless otherwise stated herein or shown, the following areas or items will not require painting: 1. Concrete and masonry surfaces. 2. Nonferrous and corrosion-resistant ferrous alloys such as copper, bronze, monel, aluminum, chromium plate, atmospherically exposed weathering steel, and stainless steel, except where: a. Required for electrical insulation between dissimilar metals. b. Aluminum and stainless steel are embedded in concrete or masonry, or aluminum is in contact with concrete or masonry. 3. Galvanized metal. SPK33661.B 1 January 13, 1993 09902 4 PAINTING MODERN ELECTRIC WATER COMPANY 33661A.SEA 3.3 SHOP BLAST CLEAr1ING A. Notify Engineer at least 7 days prior to start of shop blast cleaning to allow for inspection of the work during surface preparation and shop application of pa.ints. Work shall be subject to Engineer's approval before shipment to jobsite. B. Centrifugal wheel blast cleaning is an acceptable alternate to shop blast cleaning. Blast clean and prime work in accordance with Ehese Specifications. C. Finish Painting at Jobsite: As specified herein. 3.4 FIELD SANDBLASTING A. Perform sandblasting for items and areas where specified and as required to restore damaged surfaces previously shop or field blasted and primed. Materials, equipment, procedures shall meet requirements of Steel Structures Painting Council. ~ 3.5 PREPARATION OF SURFACES A. Metal Surface Preparation: l. General: a. Submit samples prior to surface preparation blasting. b. Conform to current Steel Structures Painting Council (SSPC) Specifications as follows: 1} Solvent Cleaning: SP 1. 2) Hand Tool Cleaning: SP 2. ' 3) Power Tool Cleaning: SP 3. 4) White Metal Blast Cleaning: SP 5. I 5} Brush-Off Blast Cleaning: SP 7. 6) Near-White Blast Cleaning: SP 10. 7) Power Tool Cleaning to Bare Metal: SP 11. c. Where OSHA or EPA regulations preclude standard abrasive blast cleaning, wet or vacu-blast methods may be required. Follow coatings manufacturers' recommendations for wet blast additives and first coat application. d. Hand tool clean areas that cannot be cleaned by power tool cleaning. 2. Preblast Cleaning Requirements: a. Remove oil, grease, welding fluxes, and other surface contaminants prior to blast cleaning. b. Cleaning Methods: Steam, open flame, hot water, or cold water with appropriate detergent additives followed with clean water rinsing. c. Clean small isolated areas as above or solvent clean with suitable solvents and clean cloths. d. Round or chamfer sharp edges and grind smooth burrs, jagged edges, and surface defects. e. Welds and Adjacent Areas: . 1) Prepare such that there is: a) No undercutting or reverse ridges on weld bead. SPK33661.131 January 13, 1993 09942 5 PAINTING . MODERN ELECTRIC WATER COMPANY 33661 A.SEA b) No weld spatter on or adjacent to weld or other area to be painted. . c) No sharp peaks or ridges along weld bead. 2) Grind embedded pieces of electrode or wire flush with adjacent surface of weld bead. 3. Blast Cleaning Requirements: a. Type of Equipment and Speed of Travel: Design to obtain specified degree of cleanliness. Minimum surface preparation is as specified herein and takes precedence over coating manufacturer's recommendations. b. Select type and size of abrasive to produce a surface profile that meets coating manufacturer's recommendations for particular primer to be used. c. Use only dry blast cleaning methods. d. Do not reuse abrasive, except for designed recyclable systems. e. Meet applicable federal, state, and local air pollution and environmental control regulations for blast cleaning and disposition of spent aggregate and debris. 4. Post-Blast Cleaning and Other Cleaning Requirements: a. Clean surfaces of dust and residual particles from cleaning operations by dry (no oil or water vapor) air blast cleaning or other method prior to painting. Vacuum clean enclosed areas and other areas where dust settling is a problem and wipe with a tack cloth. b. Paint surfaces the same day they are sandblasted. Reblast surfaces that have started to rust before they are coated. 3.6 APPLICATION SAFETY A. Perform painting in accordance with recommendations of the following: 1. Paint manufacturer's instructions. 2. NACE, contained in the publication, Manual for Painter Safety. 3. Federal, state, and local agencies having jurisdiction. B. Contractor will comply with all safety training requirements promulgated or required for this project. 3.7 PAINT MIXING A. Multiple-Component Coatings: l. Prepare using all the contents of the container for each component as packaged by paint manufacturer. 2. No partial batches will be permitted. 3. Do not use multiple-component coatings that have been mixed beyond their pot life. 4. Provide small quantity kits for touchup painting and for painting other small areas. 5. Mix only components specified and furnished by paint manufacturer. 6. Do not intermix additional components for reasons of color or otherwise, even within the same generic type of coating. B. Keep paint materials sealed when not in use. SPK33661.B 1 January 13, 1993 09902 6 PAINTING MODERN ELECTRIC WATER COMPANY 33661 A.SEA C. Where more than one coat of a material is applied within a given system, alternate color to provide a visual reference that the required number of coats have been applied. 3.8 APPLICATION OF PAINT A. General: 1. Inspection: Schedule with Engineer in advance for cleaned surfaces and all coats prior to succeeding coat. 2. Apply coarings in accordance with paint manufacturer's recommendations. Allow sufficient ame between coats to assure thorough drying of previously applied paint. B. Shop Primed Surfaces: 1. Inspection: Schedule with Engineer in advance for shop primed or factory finished items delivered to jobsite for compliance with Specifications. 2. Hand or power sand areas of chipped, peeled, or abraded coating, feathering the edges. Follow with a spot primer using specified primer. 3. For two-package or converted coatings, consult coatings manufacturer for specific procedures as relates to manufacturer's products. 4. Prior to application of finish coats, clean shop primed surfaces free of dirt, oil, and grease; brush blast (SP 7) shop-applied primer; and apply mist coat of specified primer, 1-mil dry film thickness. 5. After welding, prepare and prime holdback areas as required for specified paint system. Apply primer in accordance with manufacturer's instructions. C. Stripe Coating: 1. Stripe coat all field welds, edges, angles, fasteners, and other irregular surfaces located inside the reservoir. 2. Stripe coat shall consist of one coat, brush applied, to the coating thickness specified. 3. Apply stripe coat between the intermediate and final coats. D. Film Thickness: 1. Coverage is listed as total minimum dry film thickness in mils (MDFT). 2. Number of Coats: Minimum required irrespective of coating thickness. Additional coats may be required to obtain minimum required paint thickness, depending on method of application, differences in manufacturers' products, and atmospheric conditions. 3. Maximum film build per coat shall not exceed coating manufacturer's recommendations. 4. Film Thickness Measurements and Electrical Inspection of Coated Surfaces: a. Perform with properly calibrated instruments. b. Recoat and repair as necessary for compliance with the Specifications. SPK33661.B 1 January 13, 1993 09902 7 PAINTING MODERN ELECTRIC WATER COMPANY 33661A.SEA c. All coats will be subject to inspection by Engineer and coating manufacturer's representative. 5. Give particular attention to edges, angles, flanges, and other similar areas, where insufficient film thicknesses are likely to be present, and . ensure proper millage in these areas. 6. Thickness Testing: a. After repaired and recoated areas have dried sufficiently, final tests will be conducted by the Engineer. b. Measure coating thickness specified in mils with a magnetic type dry film thickness gauge as specified. c. Test finish coat for holidays and discontinuities with an electrical holiday detector, low voltage, wet sponge type as specified. d. Check each coat for correct millage. Do not make measwement before a minimum of 8 hours after application of coating. E. Damaged Coatings, Pinholes, and Holidays: l. Feather edges and repair in accordance with recommendations of paint manufacturer. 2. Apply finish coats, including touchup and damage-repair coats, in a manner which will present a uniform texture and color-matched appearance. F. Unsatisfactory Application: 1. If item has improper finish color or insufficient film thickness, clean and top coat surface with specified paint material to obtain specified color and coverage. Obtain specific surface preparation information from coating manufacturer. 2. Hand or power sand visible areas of chipped, peeled, or abraded paint, and feather the edges. Follow with primer and finish coat in accordance with the Specifications. Depending on extent of repair and appearance, a finish sanding and topcoat may be required. 3. Evidence of runs, bridges, shiners, laps, or other imperfections shall be cause for rejection. 4. Repair defects in coating system per written recommendations of coating manufacturer. 5. Leave all staging up until Engineer has inspected surface or coating. Replace staging removed prior to approval by Engineer. 3.9 CLEANUP A. Place cloths and waste that might constitute a fire hazard in closed metal containers or destroy at the end of each day. B. Upon completion of the work, remove staging, scaffolding, and containers from the site or destroy in a legal manner. C. Completely remove paint spots, oil, or stains upon adjacent surfaces and floors and leave entire job clean. SPK33661.B 1 January 13, 1993 09902 8 PAINTING MODERN ELECTRIC WATER COMPANY 33661 A.SEA 3.10 PROTECTIVE COATINGS SYSTEMS System No. Title 1 SUBMERGED METAL-POTABLE WATER 5 EXPOSED METAL Sa EXPOSED METAL-INTERIOR 10 GALVANIZED METAL CONDITIONING ~ A. System No. 1 Buried or Submergc`i tii~t.~l-i';t~:~~1~= `~':;?~•r Surface Prep. Paint Material Min. Coats, Cover , Abrasive Blast, or Potable Grade, 3 coats, 3 MDFTPC Centrifugal Wheel Polyamide Epoxy Blast (SP 5) Coating 1. Application Schedule: a. Use this system on all metal surfaces inside the reservoirs, including, but not limited to, reservoir plates and structural steel; interior and exterior surfaces of the inlet, outlet, and overflow piping; access tube; manhole covers; hatches; ladders; landing; couplings; and vents. b. Use this system on the interior and on the exposed surfaces of direct buried and concrete encased steel pipe and fittings. 2. Coating Sequence: The following sequence of work is anticipated: a. Shop prime all surfaces of steel plates and structural steel; hold back shop primer where required for field welding. b. Shop coat, complete, the interior of all inlet, outlet, and overflow piping. c. After standpipe erection, abrasive blast welds (SP 5) and ~ damaged areas; apply primer. d. Clean primed surfaces and brush blast. e. Apply mist coat of primer. f. Abrasive blast (SP 5) floor plates; apply primer. g. Apply intermediate coat. h. Stripe coat, 3 MDFT. i. Apply finish coat. j. Holiday test and touch up, as required. B. System No. 5 Exp~~~t~d Nir~t.il: Surface Prep. Paint Material Min. Coats, CoN er Abrasive Blast, or Polyamide, Anti- 1 coat, 2.5 MDFI Centrifugal Wheel Corrosive Epoxy Blast (SP 10) Coating (Beige Primer) Polyurethane Enamel 2 coats, 3 MDFT ~ SPK33661.B1 lanuary 13, 1993 09902 9 PAINTING ' I MODERN ELECTRIC WATER COMPANY 33661 A.SEA 1. Application Schedule: Use this system on all exposed exterior metal surfaces of the reservoir, supporting structure, and accessories, including all items that are galvanized. 2. Coating Sequence: The following sequence of work is anticipated: a. Shop prime all surfaces of plates and strucutural steel associated with the exterior and interior portion specified above; hold back shop primer where required for field welding. - b. Shop priming of galvanized steel surfaces is not required. c. After reservoir erection, abrasive blast welds (SP 10) and damaged areas; apply primer. d. Clean primed surfaces and brush blast. e. Apply mist coat of primer. f. Apply finish coats. g. Touch up, as required. C. System No. Sa Exposed Metal-Interior: Surface Prep. Paint Material Min. Coats, Cover Abrasive Blast, or High-Build Epoxy 2 coats, 10 MDFT Centrifugal Wheel Blast (SP 10) , 1. Application Schedule: Use this system on all interior exposed surfaces between the foundation and the bottom of the reservoir, including, but not limited to, reservoir plates, fluted steel, ring stiffeners, condensate ceiling, pipes, interior of the access tube and hatch, handra.ils, ladders, platforms, hatches, and accessories, including items that are galvanized. 2. Coating Sequence: The following sequence of work is anticipated: a. Shop prime all surfaces of the plates and structural steel associated with the interior surfaces specified above; hold back shop primer where required for field welding. b. Shop priming of galvanized steel surfaces is not required. c. After reservoir erection, abrasive blast welds (SP 10) and damaged areas; apply primer. . d. Clean primed surfaces and brush blast. e. Apply mist coat of primer f. Apply finish coat. Finish coat color to be white. g. Touch up, as required. D. System No. 10 Galvanized Metal Conditioning: Surface Prep. Paint Material Min. Coats, Cover Solvent Clean (SP 1) Wash Primer 1 coat, 0.4 MDFT Followed by Hand (System No. 5 or Sa Tool (SP 2), Power Primer and Finish . Tool (SP 3), or Coats) Brushoff Blast (SP 7) 1. Application Schedule: Use on all galvanized surfaces, including handrails and grating, before application of System No. 5. SPK33661.B 1 January 13, 1993 09902 10 PAINTING MODERN ELECTRIC WATER COMPANY 33661A.SEA 2. Coating Sequence: The following sequence of work is anticipated: a. Clean galvanized surfaces. l b. Apply wash primer. c. Apply primer (see System No. 5 or Sa). d. Apply finish coats (See System No. 5 or Sa). END OF SECTION (See PSDS form following this section) SPK33661.B 1 January 13, 1993 09902 11 PAINTING MODERN ELECTRIC WATER COMPANY 33661 A.SEA PAINT SYSTEM DATA SHEET Attached products' Technical Data Sheet (if applicable) to this sheet for each paint system submittal. Paint System Number (from Spec.): Paint System Title (from Spec.): Coatings Supplier: Representative: Surface Preparation: Product Name/Number Paint Material (Generic) (Proprietary) Min. Coats Coverage SPK33661.13 1 January 13, 1993 09902 12 PAINTING MODERN ELECTRIC WATER COMPANY 33661 A.SEA SECTION 11306 WASHWATER BOOSTER PUMPS-GENERAL (Schedule A and Schedule B) PART1 GENERAL 1.1 WORK INCLUDED A. This section covers the work necessary to furnish and install, complete, the cena-ifugal washwater booster pumps specified herein, and as further specified in the Detail Pumps Specificauon hereinafter. 1.2 GENERAL A. Like items of equipment provided hereunder, although for different services, shall be the end products of one manufacturer. B. See CONDITIONS OF THE CONTRACT and Division 1, GENERAL REQUIREMENTS, which contain information and the requirements that apply to the work specified herein and are mandatory for this project. 1.3 DEFINITIONS A. Total Head: Total head in feet of liquid pumped shall be the discharge head minus the suction head (or plus the suction lift), both measured at the pump flanges and corrected to pump datum as defined by Hydraulic Institute Standards, plus the difference in velocity heads at the same points. B. Overall Efficiency: The total efficiency for motor and pump from the motor terminals to pumped liquid. 1.4 MANUFACTURER' S SERVICES A. A manufacturer's representative for the equipment specified herein shall provide a certification of the installation. 1.5 SUBMITTALS A. Provide the following specific information: 1. Shop Drawings: a. Performance data curves showing head, capacity, horsepower demand, and pump efficiency over the entire operating range of the pump, from shutoff to maximum capacity. The equipment manufacturer shall indicate separately the head, capacity, horsepower demand, and overall efficiency required at the guarantee point. Performance requirements shall be as defined in the Hydraulic Institute Standards. b. Complete motor rating and list of special motor features being provided. c. Certified copy of test report for identical motor tested in accordance with NEMA MG 1-12.53a and IEEE Standard 112, SPK33661.B 1 January 13, 1993 11306 1 WASHWATER BOOSTER PUMPS-GENERAL MODERN ELECTRIC WATER COMPANY 33661A.5EA Test MethQd B, s'howfing full-1oad efficiency not less than specified vaiue. Niotors not as specified vvi11 be rejected, 1.6 OPERATI(3N A.ND MAINTEENANCE M,A►NUALS A. Provide xwo Operativn and Maintenance Manuals for the equipment. PART 2 FROI3UCTS 2.1 GENERAI.. A. The use of a manufacturerys name and madel vr ca#alog number is for the Purp'crse of establishing the stanciard of quality and general configtration desired only. Products of other manufacturers will be consid+ered in accordance with the General Canditivns. ?.1 PUMF AND DRIVER DESCRIP'I'ION A. ~~e Detail Pump Specif cation at the end of this section. 2.3 ;PT.1M' ACCESSORIES A. Pump Identi~`ication PTate: A 16=gauge stainless steel identification plate shall be Seci.i.i'ely moUnted on each pump in ~ ~~ad11y viSib1e IOCation. The plate shall beaf the 1/4-inch die-stamped words "WASHWATER BOOSTER PUMP `i B. Gauge Connectians: Provide tapped and plugged suctivn and discharge gauge connections vn the pump nozzles vr flanges. Where this is not possible, provide gauge connecti+ons on the immediately adjacent piping. C. Spare Parts aad Special Tools: 5ee Detail PurrYp Specification. PART 3 EXECUTIO1V 3.1 PUMP ,ANI] DR.IVER INSTALL.ATION A. Install in accordance with the manufaetttrer's recammendations. Nlount pumps and drivers where shown on the Drawings. P'~ovide pipe supports necessary fQr stable installlation. Caat bolt thread projections with lubricant to facilitate future nut rennaval. B. All strain from attached piping shall he eliminated from the gumps and any eaiderace of pump or c~river misalignment, naisy op~era►tio►n, or other signs of imprvper setting shall be corrected by the Contractor. Care dw-ing storage, installatian, a.nd lubrication shali be in strict accordance vvith the manuf,actu,rer°s recammendations. 3,2 PA.IN'T`ING A. Unless special painting is required by the Deta.il Pump Specificationy shog pa.inting shall be manufacturer's standard. Final field paintain,g shall be in - , ac+cardance with and as specified in Section 09902, PMNT'ING. SI'K3366I.B 1 January 13, 1993 ~ 11306 2 WASHWATE~ BOO5T'ER PUMF'S--GENF,RAI. MODERN ELECTRIC WATER CONIPAN Y 33661 A.SEA 3.3 FACTORY TESTS A. Pumps: As specified in the Detail Pump Specification. B. Motor Tests and Test Reports: As specified in the Detail Pump Specification. C. Balance of Vibration: The rotating parts of each pump and its driving unit shall be dynamically balanced before final assembly. The driving unit alone shall operate without vibration in excess of the limits stated in the latest revision of NEMA MG 1. 3.4 FIELD TESTS A. Functional Test: Prior to startup, all equipment described herein and in the Detail Pump Specification sha11 be inspected for proper alignment, quiet , operation, proper connection, and satisfactory performance by means of a functional test. ' END OF SECTION I I SPK3366 ].B 1 lanuary 13, 1993 11306 3 WASHWATER BOOSTER PUMPS-GENERAL MODERN ELECTRIC WATER COMPANY 33661 A.SEA SECTION 11306-01 DETAIL PUMP SPECIFICATION FOR WASHWATER BOOSTER PUMPS , (Schedule A and Schedule B) BOOSTER PUMP PART 1 GENERAL 1.1 REQUIREMENTS ~ A. See Section 11306, WASHWATER BOOSTER PUMPS-GENERAL, for additional requirements. B. Pump manufacturer shall provide and have complete responsibility for pump drive systems, which includes pump and motor. PART 2 PRODUCTS 2.1 PUMP MANUFACTURERS A. ITT Bell and Gossett Series 80, 1-1/2x 1-1 /2x7B. B. Or equal. 2.2 QUANTITY ' A. One at each reservoir. 2.3 SERVICE CONDITIONS A. Liquid Pumped: Potable water. B. Pumping Temperature (PT): 50 degrees F. C. Specific Gravity at PT: 1.0. 2.4 PERFORMANCE REQUIREMENTS A. Guaranteed Performance: ! I 1. Rated Capacity: 50 gpm at 120 feet total head. B. Minimum Efficiency at Rated Capacity: 45 percent. C. Speed: 3,500 rpm. 2.5 PUMP CONSTRUCTION DETAILS A. Pump Type: Single-stage, close-coupled, vertical shaft, in-line for installation in vertical or horizontal position, opposed sucrion and discharge, and clockwise rotation. SPK33661.B 1 January 13, 1993 11306-01 1 DPS-BOOSTER PUMP M4DERN ELECTRIC WATER COMPANY 33661 A.SEA B. Materials: Manufacturer's standard all-iron, with 316 stainless steel internals, unless otherwise hereinafter specified. AISI, ASTM, etc. numbers, types, and grades specified are typical of material composition and quality. Equivalent materials will be considered. C. Casing and Suction Head: Cast iron, ASTM A48, Class 30, flanges faced and drilled 125 psig ANSI Standard. Hydrostatic test at 1-1/2 times the sum of the suction head and the pump shutoff head, with a minimum of 200 psi test pressure. Case to cover fit shall be a metal-to-metal fit with a confined controlled compression gasket. D. Impeller: Enclosed, bronze, ASTM B62. Secure to shaft by key and self- locking nut or capscrew and lock washer. E. Casing and Cover Wear Ring: Bronze, heat-treated, ASTM B 148. Press fit or dowel to case and/or lock with pins, lugs, or screws. F. Mechanical Seal: Manufacturer's standard balanced mechanical seal with carbon seal rings and ceramic seals mounted on a replaceable stainless steel hook type sleeve. The sleeve shall be driven by key in pump shaft. Mechanical seal shall be Borg-Warner QB, John Crane 8B-1, Chesterton Model 123, or equal. G. Seal Lubrication: The pumped liquid shall lubricate the seal faces. Provide piping to drain as required. H. Shaft: Steel, AISI 1045, ground and polished. Provide bronze, heat-treated, ASTM B 148, Grade 9C, shaft sleeve securely locked against reverse rotation. Sleeve shall extend beyond gland. 1. Bearings: Outboard end, steel ball or roller thrust bearing; inboard end, steel ball or roller radial bearing. Rating life 50,000 hours as defined by AFBMA Standards. J. Bearing Lubrication: Grease, with addition and relief fittings. 2.6 SPARE PARTS AND SPECIAL TOOLS A. For Each Pump: l. Complete set mechanical seals. 2. Complete set gaskets and O-ring seals. 3. Shaft sleeve. 4. Complete set keys, dowels, pins, etc. B. For This Set of Pumps: 1. Complete set of bearings. 2. Impeller. 3. Suction head wear ring. 4. Impeller wear ring. 5. One complete set of any special tools required to dismantle pump. SPK33661.B 1 January 13, 1993 11306-01 2 DPS-BOOSTER PUMP MODERN ELECTRIC WATER COMPANY 33661 A.SEA 2.7 FACTORY TEST A. Provide test results. 2.8 DRIVE MOTOR(S) A. Drive motors shall be designed, manufactured, and tested in accordance with the latest revised edition of NEMA MG 1. The motor shall be the squirrel- cage type, 5 horsepower minimum. The motor nameplate hp rating shall not be exceeded at any head-capacity point on the pump curve. The motor sha11 be energy-efficient type. The motors shall conform to the following: 1. Horsepower at Rated Speed: 5 hp minimum. 2. Synchronous Speed: 3,500 rpm. 3. Voltage, Phase, and Frequency: 230 volts, single-phase, 60-Hz. 4. Mounting: Vertical. ~ 5. Enclosure: Heavy-duty, TEFC. 6. Insulation: Class F. 7. Temperature Rise: Class B. 8. Service Factor: 1.15. 9. Duty Cycle: Continuous. 10. Ambient Temperature Rating: 40 degrees C. 11. Starting Method: Reduced voltage. 12. Starting Current: NEMA Code F. 13. Percent Guaranteed Minimum Rated Load, Rated Speed Efficiency: 92.8. 14. Percent Guaranteed Minimum Rated Load, Rated Speed Power Factor: 86.0. 15. Bearing Lubrication: Grease lubricated, with addition and relief fittings. 16. Bearing Life: 50,000 hours rating life as defined by AFBMA standards. B. Provide Motor Modifications as Follows: Grounding terminal in conduit box. C. Motor Tests and Test Reports: l. Make short commercial tests, including no-load current and speed at rated voltage and frequency, high potential, and locked rotor current. 2. Determination of efficiency and power factor at 1/2, 3/4, full-load, and service factor load. 3. Provide certified copies of test reports on actual motors being supplied to the Engineer for review. 4. Perform all tests in accordance with applicable IEEE and NEMA Standards. PART 3 EXECUTION (Not Used) END OF SECTION SPK33661.B 1 January 13, 1993 11306-01 3 DPS-BOOSTER PLJMP , MODERN ELECTRIC WATER COMPANY 33661 A.SEA SECTION 13208 STEEL RESERVOIR (Schedule A and Schedule B) PART 1 GENERAI. 1.1 WORK INCLUDED A. This section cavers the work necessary for two fluted column pedestal water storage reservoirs with accessories, complete. This work includes furnishing all materials, equipment, tools, and labor necessary for the design, manufacture, and erection of two fluted column pedestal water storage reservoirs and accessories. The work also includes all materials, equipment, tools, and labor necessary for the design and construction of the foundation for these reservoirs, if the supplier elects to bid an alternate foundation design. This work includes the design of a flooring system, consisting of concrete on metal decking supported by steel beams or joists, to be installed in the future. This work does not include supplying or installing this flooring system except for brackets or other hardware attached directiy to the pedestal wali. B. Definitions: 1. The term "reservoir" where used in this Specification shall be taken as the equivalent of "elevated tank" as used in the AWWA D100 Standard. 2. The term "fluted column pedestal water storage reservoir" where used in this Specification shall be taken as the equivalent of "bent-plate pedestal elevated tank" as used in the AWWA D100 Standard. C. Performance Requirements: Capacity of the reservoir shall be 500,000 U.S. gallons, based on the volume from the lip of the outlet to the lip of the overflow weir. The overflow weir elevation for both reservoirs shall be set at elevation 2190.00 feet (Spokane County Datum System). Approximate heights measured from the top of the foundation to the lip of the overflow weu shall be 139 feet at Reservoir 1 and 126 feet at Reservoir 7. Diameter of the reservoir shall be 60 feet plus or minus 2 feet. Head range shall be as required to provide the specified capacity. D. Design Requirements: 1. Reservoir, Fluted Column, and Accessories: a. Design, fabricate, erect, inspect, and test in accordance with ANSI/AWWA D100 (herein called AVWVA D100), except as modified by these Specifications. Vertical acceleration need not be considered. Seismic design of the roof is not required. b. Design Loads: Snow load to be used in the design shall be 30 pounds per square foot. Wind load shall be in accordance with AWWA D100, Section 3.2.4. Earthquake loads shall be in accordance with AVVWA D100, Section 13, with Z=0.50 (UBC Seismic Zone 2B), K=3.00, and S=1.2. ~ 3 , ~ 993 J anuary STEEI- ~SERV OtR 1 1 b~,U ~ MODERN ELECTRIC WATER COMPANY 33661 A.SEA c. In addition to the requirements of AWWA D100, and other requirements given herein, the following design criteria shall be met: 1} Stresses in the anchor bolts and pedestal shell at the base of the pedestal shall be calculated using a design procedure that considers the differences between steel and concrete strengths. This procedure shall include a transformed section and the neutral axis sha11 be selected so that the sum of the forces is equal to zero. An example of this procedure is given in the Pressure Vessel Handbook by Eugene Megyesy, Sixth Edition, published by Pressure Vessel Handbook Publishing, Inc., Tulsa, OK, for the Design of Anchor Bolt and Base Ring. These stresses shall also be considered in the design of the foundation. 2) For plates in contact with the stored water, compressive stresses due to dead and live loads or dead and live loads combined with primary bending stresses due to wind or earthquake loads shall not exceed the lower bound critical buckling stress of the shell assuming the plate thickness is reduced 1/8 inch by corrosion. The lower bound critical buckling stress for both load combinations shall not exceed two times the basic allowable compressive stress applied to the design of the uncorroded thickness for the dead and live loads. 3} The overturning moment used in designing the pedesta] and foundation shall include the moment due to eccentricity of the gravity loads caused by deflection of the structure under wind or seismic conditions (i.e., P-delta effect). 4) At junctions in plates where meridional forces are discontinuous such as cone-to-cylinder junctions or cone-to- base junctions, a tension or compression ring may be required to resist the radial forces generated by the discontinuous membrane forces. In these regions, the allowable stresses shall not exceed the following stresses: a) Tension ring stresses shall not exceed the lesser of 15,000 psi or one-half of the minimum specified yield of the plate material. b} Compression ring stresses shall not exceed 12,000 psi. c) To determine the stresses in the ring due to discontinuity forces, the shell plates immediately adjacent to the discontinuity may be assumed to participate for a distance of 0.78 (Rt)'rz 2. Future Flooring System: Design for dead load of flooring system plus 125 psf uniform live load. Maximum allowable deflection of beams and s1ab=L/240. Design in accordance with AISC Steel Construction Manual and local building codes. 3. Sta.irs: Design for dead load plus 50 psf uniform live load. 4. Condensate Ceiling: Design for dead load plus a vertical live load of 400 pounds to any 10-foot square area of the ceiling. 5. Radio Antenna Mounts: Mounts and reservoir attachments sha11 be designed for the following loads: a. Dead load of mount plus 100-pound antenna dead ]oad. b. overturning moment at the base of the m0u pounds from wind loads t0 nr °f Avl foot. 132OR 1 rhe anrenna ~d moun`, 2 SPK33661 B how, n, idh MODERN ELECTRIC WATER COMPANY 33661 A.SEA 6. Altemate Foundation: a. Foundation, including anchor bolts, shall be designed by the reservoir supplier, in accordance with ACI 313-89 and with Section 03301, REINFORCED CONCRETE. Foundation stresses resulting from overturning shall be consistent with reservoir design procedures given herein. Flexural cracking shall be limited by using a maximum value of Z=115 under gravity loads in accordance with ACI 318-89, paragraph 10.6.4. b. The following values shall be used in the design of the reservoir foundation: 1) Allowable Soil Bearing: a) 5,0()0 psf maximum under static loading. b) 7,000 psf maximum under wind or earthqua:e loading. c) 0 psf minimum under wind or earthquake loading (nu uplift). Water table below bottom of footing. 3) Friction coefficient between concrete and soil is 0.40. c. The Owner will select the foundation type based on which foundation best serves the Owner's purposes as provided for in the Bid Form. E. The Drawings are intended to show system components, which may vary somewhat in detail from the supplier's standard tank designs. Where specific details are included on the Drawings, the Bidders shall conform to the details shown. Systems other than the all-steel fluted column pedestal are not acceptable and will not be considered. 1.2 S UB NIITTAL S A. Shop drawings showing location and thickness of all plates, structural members, welds, and details of all accessories and their attachment to the reservoir. B. Drawings showing decking and support members used in the design of the future floor system. Also provide installation instructions for the future floor system, including removal of stiffening rings, if required. C. Furnish mill test report for all steel used for the reservoir. D. Calculations, stamped by a professional engineer registered in the State of Washington, for the design of the reservoirs and accessories, for the loads as given herein. Stamped calculations shall also be provided for the alternate foundation design, if applicable. E. Welding: Refer to Section 05550, WELDING. F. Contract Closeout Submittals: Written report, signed by the Contractor's certified welding inspector, on inspection and testing of welds in accordance with AWWA DI00, Section 11.2.1. lanuary 13, 1993 SPK3366131 3 STEEL RESERVOtR 13208 MODERN ELECTRIC WATER COMPANY 33 1.3 QUALITY ASSURANCE A: Qualifications: 1. Reservoir: Bids will be received only from Contractors usinj experienced tank suppliers who have furnished and erected ai bent plate pedestal elevated tanks of equal or greater capacit} shall accompany the bid listing five such tanks, including nai owner, capacity, location, year completed, and telephone nurr owner or owner's consultant. 2. Alternate Foundation: Bids for the alternate foundation will received only from contractors using experienced tank supplil have furnished and erected at least five foundations for pedess elevated tanks of equal or greater capacity. A letter shall acc the bid listing five such tank foundations, including name of capacity, location, year completed, and telephone number of, owner's consultant. B. Regulatory Requirements: Platfonns, stairs, railing, ladders, and g: shall be designed to meet all applicable safety and building codes, OSHA, WISHA, and the UBC. 1.4 SPECIAL GUAR.ANTEE A. The Contractor shall guarantee its work for a period of 1 year frorr of completion of its work to the extent that it will repair any reject defects of which it is notified during that period that may appear bi faulty design, workmanship, or material furnished under the Specif. Defects caused by damaging service conditions such as electrolytic chemical, abrasive, or other damaging service conditions are not cc this guarantee. B. All guarantees obtained by the Contractor from the supplier or inst paint, equipment, or accessories not manufactured by Contractor sh obtained for the benefit of the Owner. PART 2 PRODUCTS 2.1 RESERVOIR A. General: 1. Materials: All steel in accordance with AWWA D100. 2. The reservoir shall have a dome roof, straight sides, and a cor dished bottom. Double curved plates shall be formed to the p ~ radius in both directions to eliminate membrane discontinuity 1 3. The supporting structure shall be a fluted column pedestal hav approximate diameter of 30 feet. The pedestal shall be dry. 2.2 ACCESSORIES A. Gracing: Shall be galvanized metal bar type. Fabrication, installatio standard clearances, banding, and tolerances shall be in accordan general recommendations of Metal Bar Grating M~ual and ce v Heavy-L SPK33661.B 1 13208 4 S 1~Uary TEEL R8EF MODERN ELECTRIC WATER COMPANY 33661 A.SEA Metal Bar Grating Manual as published by National Association of Architectural Metal Manufacturers (NAAMU). ~ B. Shell Manholes: Provide one shell manhole at the base of the reservoir near the center of the reservoir with access by ladder from the upper platform. Manhole shall have minimum clear opening of 24 inches. Furnish flanged and bolted type with confined rubber gasket. Hinge cover to reservoir shell. Provide stainless steel bolts and nuts. C. Access Tube: Provide 48-inch minimum diameter access tube or drywell centered in the reservoir with ladder through the reservoir from the upper platform to the reservoir roof. Tube shall have a hatch and vent as specified herein. Ladders and platforms as shown and specified shall be attached to and supported from access tube. D. Upper Platform: Provide a platforcn in the top of the pedestal to access pedestal ladder, tube ladder, ball valve on drain line, pressure transducer on outlet line, painter's hatch, and shell manhole. Platform shall be of sufficient width to accommodate the air compressor and maintain required walking space. Coordinate location and mounting of air compressor with compressor supplier. E. Pipe Connections: Provide inlet, outlet, overflow, washdown, and drain connections, as shown on the Drawings. F. Welded Steel Inlet, Outlet, Washdown, Overflow, and Drain Piping and Piping Supports: See Section 15066, WELDED STEEL PIPE AND FITTINGS. G. Roof Hatches: 1. Two 30-inch diameter hinged rainproof hatches. One shall be at the top of the access tube with chain, hook, inside handle, and vent. The other shall be adjacent to the access tube for entry into the reservoir and shall have a handle and hasp. The hatch openings shall have a curb 4 inches high and the cover shall have a downward overlap of 2 inches. Grind all sharp edges and corners smooth. 2. One 24-inch diameter flanged roof hatch located adjacent to the access tube and so constructed that an exhaust fan may be bolted to the hatch for ventilation during painting. H. Roof Vent: Vent(s) of adequate size to handle pressure differential caused by water entering or leaving the reservoir at a maximum rate. The maximum inlet rate is 10,004 gpm and the maximum withdrawal rate is 10,000 gpm. The open area of the overflow shall not be considered as j venting area. Provide and install a Farr Type 44, 2-inch washable pleated ~ high-efficiency air filter in the vent(s). The vent(s) shall have insect screens and sha11 be designed to relieve any pressure or vacuum in the event the screen frosts over or is otherwise clogged. The vent(s) shall be easily dismantled to remove the screens and filter for cleaning and/or replacement. Vents shall be designed for service in installation location and provide full venting functions in winter conditions. SPK33661.B 1 January 13, 1993 13208 5 STEEL RESERVOIR ■ MODERN ELECTRIC WATER COMPANY 33661A.SEP► 1. Painter's Hatch: One hatcn, minimum 24-inch diameter, giving access to two exterior pa.inter's rings located at the top of the pedestal, accessible from the upper platform. J. Six 4-inch diameter screened bug-proof vents shall be provided at the top of the supporting pedestal for ventilation. Vents shall be spaced equally around the pedestal. K. Steel condensate ceiling shall be provided complete with condensate drain. The ceiling shall be contoured to fit the fluted column. The attachment to the fluted column shall be seal welded as a minimum. Provide seals at pipe penetrarion and hatch at access ladder. L. Painter's Trolley Ra.ils and Angles: Attachments required to access all portions of the reservoir, fluted columns, and all appurtenances sha11 be provided. These attachments will be used for inspecting and painting the reservoirs. The support system shall be designed to meet all applicable safety codes. M. Painter's Trolley: One painter's trolley shall be provided for each reservoir. N. Intermediate Platforms and Handrails: Platforms shall be provided at stiffening rings, or at spacings not exceeding 20 feet, with handrails as shown on the Drawings. 0. Roof Handrail and Walking Surface: Provide a handrail with radius concentric with reservoir rim at the top of the reservoir with minimum 3-foot clearance from any hatches or vents. Provide a nonslip surface within the limits of the handrails. Radio antenna mounts shall be outside of the handrails. P. Provide safety lines, harnesses, and safety line attachments inside the handrail to access the radio mounts and other areas of the reservoir roof. Safety lines, harnesses, attachments, and all connections shall be designed for a minimum 1,000-pound load. Q. Reservoir Platform and Ladders: Provide ladders attached to the access tube and a radial platform with railing around the access tube near the top of the reservoir as shown on the Drawings. Platform and ladders shall be bolted with stainless steel bolts to gusset plates welded to the access tube. R. Pedestal Ladders: Provide ladders, with safety climb devices as herein specified, between the second floor level and the upper platform. Ladders shall be discontinuous at intermediate platforms as shown on the Drawings. S. Stairs: Provide stairs and landings with handrails as shown on the Drawings. Stairs shall be permanent and shall be incorporated into the design of the future flooring. Stairs and landings shall be constructed of checkered plate. Handrails shall be constructed of 1-1/2-inch diameter steel pipe. Stairs shall be supported from the fluted column except at the base, which shall be connected to the foundation slab. All components shall be hot-dip galvanized after fabrication. , T. Radio Antenna Mounts: Provide 4-foot by 2-inch diameter galvanized steel pipe antenna mounts as shown on the Drawings. SPK33661.B 1 January 13, 1993 13208 6 STEEL RESERVOIR MODERN ELECTRIC WATER COMPANY 33661A.SEA U. Anchor Bolt Chairs: Provide anchor bolt chairs as required to resist wind and seismic loads. Design for a minimum tensile lnad of 450 kip,, in the bolts unless alternate foundation design is used V. Door: Provide a pair of hollow metal doors with 8-foot 6-inch vertical opening, width as shown. Doors and frames shall meet the requirements of SDI 100. Key new locks into Owner's existing Schlage key system. l. Hollow Metal Frame: 14-gauge, welded type, galvanized. Reinforce for hardware and shop prime. 2. Hollow Metal Doors: Galvanized, 16-gauge, Grade III, Model 4 wich polyurethane core, flush end closure on top and overlapping astragal for active leaf. Prepare to receive hardware specified and shop prim t' 3. Door Hardware: a. Four pair butts, 5x4-1/2, No. 630; Stanley FBB 199-320; ANSI A5111. b. One cylindrical or bored lock, 3-3/4-inch backset, No. 63( Schlage C53PD. c. One closer, parallel arm, finish satin chromium-plated No. 626: Sargent 350-P Series; ANSI C02021. d. Two chain bolts, finish bright nickel No. 645, 24-inch chain; Stanley, top 1055, bottom 1056. e. One floor stop-holder, satin chromium-plated Nol 626; BBW F823X, Baldwin 4096; ANSI L01371. f. One threshold, mill finish; Pemko 270A, Reese S404A. g. One weatherstripping, finish dark bronze; Pemko S881). Reese 797. h. One door bottom, finish dark bronze; Pemko 3452DV. Reese 353D. W. Baseplate Grout: Provide minimum 1-1/2-inch thick-ness nonshrink grout between pedestal baseplate ring and concrete foundation. Nonshrink Lmut shall be as specified in Section 03301, REINFORCED CONCRETE. X. Future Flooring: Provide mounting brackets as required to support future flooring as shown on the Drawings. The floor shall be supported from the fluted column with no interior posts allowed. Y. Safety Climb Device: 1. General: a. Provide one complete safety climb fall prevention system, Saf-T-Climb System, for each ladder. In addition, provide a second belt and harness assembly and rail attachment for each reservoir. b. Meet or exceed Federal Specification RR-S-001341 and OSHA Regulation No. 1910.27. c. Equipment must be tested according to ANSI 14.3. Belts and harnesses must be tested according to ANSI 10.14. d. The fall prevention system shall be the galvanized steel. e. Each complete system shall allow the worker to operate freely in a normal climbing position during ascent or descent. 2. Components and Accessories: a. Main Components: Saf-T-Lok Sleeve, the Saf-T-Belt, and the Saf-T-Notch Carrier Rail. SPK33661.B 1 January 13, 1993 13209 7 STEEL RESERVOIR MODERN ELECTRIC WATER COMPANY 33661A.SEA b. Ladder rung clamps with galvanized steel mounting brackets and hardware. c. Removable extension kit with tiedown rod, mandril, and carrier rail. d. Provide additional accessories required to complete the system for each specific ladder. e. Provide all accessories of galvanized steel or Type 304 or Type 316 stainless steel. f. Saf-T-Pivot dismount section; provide 8-foot section at all platforms, landings, and roofs to allow safe access from ladder. 3. Manufacturer: North Consumer Safety Products Co., a Div. of SIEBE North, Inc., 2644-B Satum St., Brea, CA 92621, telephone 1-800/421-3841 or 714/524-1655. Z. Wall Mounted Fire Extinguisher: 1. Tri-class dry chemical extinguishing agent. 2. Pressurized, red enameled steel shell cylinder. 3. Activated by top squeeze handle. 4. Agent propelled through hose or opening at top of unit. 5. For use on A,B,C class fires. 6. Minimum UL Rating: 4A-60B:C, 10-pound capacity. AA. Lifting Hooks: Provide two minimum suitable for lifting tools and equipment from the reservoir base to reservoir upper platform. Hooks shall be designed to lift 500 pounds. PART 3 EXECUTIQN 3.1 PREPARATION A. Site and Access: Site grading, access road, trench excavation and backfill, and foundation preparation shall be as shown and as specified in Section 02200, EARTHWORK. B. Foundation: 1. The reservoir foundation, including anchor bolts, shall be as shown on the Drawings and as specified, and as provided by the Contractor. 2. Alternatively, the foundation, including anchor bolts, shall be as designed by the tank supplier and as shown on the approved shop drawings. 3.2 RESERVOIR FABRICATION AND ERECTION A. Fabricate reservoir in accordance with AWWA D100 unless otherwise specified herein. B. All reservoir shell, bottom, and roof plates shall be shop rolled to their respective radius or radii. The plates, after installation, sha11 be true to • within a tolerance of 1/4 inch on any 4-foot section of the plate radii shown on the approved shop drawings when checked with a wooden template cut to the plate radius being checked. Plates found to not be within the 1/4-inch tolerance shall be corrected by the Contractor. Fabricating the shell, bottom, and roof from nonrolled plates shall not be allowed. SPK33661.B 1 January 13, 1993 13208 8 STEEL RESERVOIR MODERN ELECTRIC WATER COMPANY 33661 A.SEA C. Welding and Weld Testing: 1. General: a. The sectional segment method of weld inspection will not be allowed unless approved in writing by the Engineer. b. In accordance with Section 11.2 of AWWA D100, all radiographic films shall be the property of the Owner. c. Selection of the welds to be tested shall be as agreed upon between the Engineer and the Contractor. 2. Reservoir Roof: a. Fillet welded joints shall be continuously double welded; the interior fillet shall be a continuous seal weld. b. At Contractor's option, roof plates may be butt joint welded. c. Fillet and butt joint welds shall be magnetic particle tested at a 10 percent rate per ASNiE BPV Code Section V. 3. Reservoir Shell and Bottom: a. All seams shall be complete penetration butt joints. , b. Butt joint welds shall be radiographed per ANSI/AWWA D100-84, Sections 11.5 and 11.6. 4. Fluted Column: ' a. Vertical Joints: 1) Fillet welded joints shall be continuously double weld; the interior fillet shall be a continuous seal weld. 2) At Contractor's option, fluted column vertical joints may be butt joint welded. 3) Fillet and butt joint welds shall be magnetic particle tested at a 10 percent rate per ASME BPV Code Section V. b. Horizontal Joints: 1) All horizontal joints shall be complete penetration butt joints. 2) Horizontal butt joints shall be radiographed per ANSI/ AWWA D 100-84 Section 11.5. c. Column Top and Bottom Joints: 1) Joints shall be full penetration groove welds or double fillet welds. 2} Groove and/or fillet welded joints shall be magnetic particle tested at a 10 percent rate per ASME BPV Code Section V. 5. Anchor Bolt Attachments: a. Provide 1 00 percent nondestructive testing of all welds that support the first three consecutive anchor bolts at the pedestal base as follows: 1) Fillet welds shall be examined using magnetic particle testing per ASNiE BPV Code Section V. 2) Groove welds shall be examined using ultrasonic testing per ASME BPV Code Section VIII. b. If the rejection rate exceeds 5 percent, the next three anchor bolt supports shall be 100 percent examined using the same testing procedures and acceptance criteria. c. If the rejection rate is less than 5 percent, the testing rate may be reduced to 20 percent of the welded connections. d. Welds to be tested shall be determined by the Engineer. e. Provide post-weld heat treatment of all full-penetration groove welds in material 1 inch or thicker. 6. Accessories and Attachments: Seal weld all joints as a minimum. Test welds in accordance with Section 05550, WELDING. SPK33661.B 1 January 13, 1993 13208 9 STEEL RESERVOIR MODERN ELECTRIC WATER COMPANY 33661 A.SEA D. Clean inlet, outlet, drain, and overflow pipe interiors and recoat with specified coating where shop coating has been damaged by welding to reservoir bottom. E. Grind all welds, edges, and sharp comers to a smooth surface. Remove all weld splatter. Welds resulting in smooth surfaces will not require grinding. F. Painting: Conform to Section 09902, PAINTING. G. Cleaning and Disinfection: In accordance with procedures specified in Section 02683, DISINFECTION OF WATER DISTRIBUTION SYSTEMS. 3.3 ACCESSORIES A. Grind welds, sheared edges, and sharp edges and corners smooth. B. Shop prime after fabrication. C. Painting: Conform to Section 09902, PAINTING. 3.4 SAFETY CLIMB DEVICE A. Install in accordance with manufacturer's instructions in such a manner to enable worker to be attached to device at all times during the climb without having to remove worker's hands from ladder to operate the system effectively, and to be able to easily pivot onto and off of work platforms or landings while safely attached to device. B. When installed to required height, fall prevention system to be rigid and an integral part of the structure. 3.5 ANCHOR BOLT TENSION A. All reservoir anchor bolts shall be pretensioned to 75 percent of yield stress. A hydraulic bolt tensioner shall be used to tighten nuts. Bolt tensioner shall be as manufactured by Biach Industries, 75 Chestnut Street, Cranford, NJ 07016, 908/276-3110. 3.6 TESTING A. In accordance with Section 11.11 of AWWA D100. The Owner will provide water for initial testing of the reservoir. Water for subsequent tests, if required, shall be paid for by the Contractor. Hydrostatic test reservoirs to overflow level after field painting. Water used in the hydrostatic testing shall be disposed of by discharging to the overflow/drywell system. Zero leakage will be allowed. END OF SECTION SPK33661.B 1 January 13, 1993 13208 10 STEEL RESERVOIR MODERN ELECTRIC WATER COMPANY 33661 A.SEA SECTION 15066 WELDED STEEL PIPE AND FITTINGS (Schedule A and Schedule B) PART1 GENERAL 1.1 WORK TNCLUDED A. This section covers the work necessary to furnish and install, complete, the fabricated welded steel piping and as specified further in Section 15120, PIPING SYSTEMS. 1.2 SUBMITTALS A. Shop Drawings: Furnish in conformance with the requirements of the General Conditions and Section 1.9 of AWWA C200. 1.3 WELDING A. Welding qualifications shall be as specified in Section 05550, WELDING. PART 2 PRODUCTS 2.1 PIPE A. Steel pipe 10 inches and larger shall conform to the requirements of ASTM A53 Grade B, Type E or S or ASTM A106 Grade B, standard weight, unless otherwise indicated. 2.2 JOINTS A. Butt joint-welded or flanged, as specified herein or as shown on the Contract Drawings. 2.3 FITTINGS, BUTT WELD TYPE A. Elbows shall be standard weight, forged steel, 90-degree unless otherwise indicated, conforming to ASTM A 181 and ASTM A234, with ends beveled for butt welding or attaching flanges, ANSI B 16.9 and ANSI B 16.28 Standard. 2.4 FLANGES A. Forged steel, AWWA C207, Class D hub type, faced and drilled 125-pound flat-face, ANSI B 16.1 standard. 2.5 GROOVED ENDS A. Grooved ends shall conform to ANSI/AWWA C606. Couplings shall be cut for flexible rather than rigid joints. Provide weld-on grooved end adapters as required to make up grooved end assemblies. SPK33661.B 1 January 14, 1993 15066 1 WELDED STEEL PIPE AND FITTINGS MODERN ELECTRIC WATER COMPANY 33661 A.SEA 2.6 BOLTING MATERIAL A. Steel bolting material shall confonn to the requirements of AWWA C207 with hex heads and nuts and be galvanized for nonburied conditions. 2.7 GASKETS A. Flange gaskets shall be 1/8-inch thick continuous, one-piece, cloth-inserted rubber and shall be ring type to match flanges. 2.8 ORIFICE PLATE ASSEMBLY A. The orifice plate assembly shall be designed to be sandwiched between two Class 125 ANSI B 16.1 flanges and shall be full flange diameter with holes to pass bolts. B. The orifice plate shall be accurately machined Type 304 or Type 316 stainless steel, and beveled. The -orifice diameter shall be as follows. The orifice plate shall be accurately machined cast iron, ductile or malleable iron, steel or sta.inless steel. The orifice plate assembly, unless of noncorrosive materials, shall be coated with the same system as specified for welded steel pipe in this section. Reservoir Orifice Diameter (in.) Number of Orifices 1 2 5 7 2 4 2.9 COVERED WELDING ELECTRODES A. As specified in Section 05550, WELDING. 2.10 WELDING ROD AND BARE ELECTRODES A. As specified in Section 05550, WELDING. 2.11 PIPING SUPPORT SYSTEMS A. Piping sha11 be supported as specified in Section 15120, PIPING SYSTEMS. PART 3 EXECUTION 3.1 WELDING A. In accordance with latest editions of Section IX, ASME Boiler and Pressure Vessel Code and the American National Standard Code for Pressure Piping, ANSI B31.3. B. Fillet welds that attach ring flanges to piping shall be 10 percent randomly examined using magnetic particle testing per ASME BPV Code Section V. C. Butt joint welds shall be 10 percent randomly ultrasonically or radiographically tested per ASME BPV Code Section V. SPK33661.B 1 January 12, 1993 15066 2 WELDED STEEL PIPE AND FITTINGS MODERN ELECTRIC WATER COMPANY 33661 A.SEA D. No field welding shall be performed on piping that has been epoxy-lined or coated. 3.2 IDENTIFICATION OF WELDS A. Each weld shall be marked with a symbol which identifies the person who made the weld. 3.3 FABRICATION A. End Preparation: Pipe edges shall be prepared preferably by machine shaping. Oxygen or arc cutting are acceptable only if the cut is reasonably smooth and true and all slag is removed either by chipping or grinding. Beveled ends for butt welding shall conform to ANSI B 16.25. B. Cleaning: Surfaces shall be clean and free of paint, oil, rust, scale, slag, or other material detrimental to welding. C. Alignment and Spacing: Align ends to be joined within existing commercial tolerances on diameters, wall thicknesses, and out-of-roundness. Root opening of the joint shall be as stated in the procedure specification. 3.4 BURIED STEEL PIPE AND FITTINGS A. Where steel pipe and fittings are used for buried interconnecting piping assemblies, installation shall be as specified for adjoining ductile iron pipelines, except polyethylene bagging is not required. See Section 15068, DUCTILE IRON PIPE AND FITTINGS, for specified requirements. 3.5 ASBESTOS CEMENT PIPE A. Where cutting and removal as asbestos cement pipe is required for pipe interconnections, work shall be done in accordance with all health and safety regulations. Asbestos cement pipe is a regulated material requiring special precautions. The Contractor shall handle and dispose of asbestos cement pipe in accordance with WAC 296-62, WAC 296-65, and the Spokane County Air Pollution Control Authority (SCAPCA) regulations. Separate notifications must be tiled with Washington State Department of Labor and Industries and SCAPCA. The notifications shall be made within the time periods prescribed by each agency. The Contractor shall be responsible for obtaining all applications, certifications, and permits and shall pay all applicable fees necessary for handling and disposing of asbestos cement pipe. Copies of approved applications, certifications, and permits shall be provided to the Owner. 3.6 PIPE COATING A. As specified in Section 09902, PAINTING. 3.7 HYDROSTATIC TESTS A. As specified in Section 15120, PIPING SYSTEMS. SPK33661.B 1 January 13, 1993 15066 3 WELDED STEEL PIPE AND FITTINGS MODERN ELECTRIC WATER COMPANY 33661 A.SEA 3.8 DISINFECTION A. See Section 02683, DISINFECTION OF WATER DISTRIBUTION SYSTEMS. 3.9 COR.ROSION PROTECTION OF PIPING AND ACCESSORIES A. All atmospheric exposed surfaces including, but not limited to, pipe hangers, supports, expansion joints, pipe guides, flexible couplings, vent and drain valves and fasteners shall be painted in accordance with Section 09902, PAINTING. END OF SECTION SPK33661.B1 January 12, 1993 15066 4 WELDED STEEL PIPE AND FITTINGS MnDERN ELEC'TRIC WATFR COMPANY 33661 A.SEA I SE(:TIUN 15067 COPPER AND COPPER ALLUI' PIPE, TUBING, AND FITTINCTS (Schedule A and Schedule B) PART1 GENERAL 1.1 WORK INCLUDED A. This section covers the work necessary to furnish and install, complete, the copper and copper alloy plant pipe, tubing, and fittings specified herein, and as specified further in Section 15120, PIPING SYSTEMS. PART 2 PRODUCTS 2.1 FREEZE PROTECTION AIR SERVICE A. Tubing: Copper, seamless, ASTM B88, type and temper as follows: 1. Compressed Air, hard drawn. B. Fittings: Commercially pure wrought copper, socket joint, ASTM B75, dimensions conforming to ANSI B16.22. C. Solder: 95-5 wire solder (95 percent tin, 5 percent antimony), ASTM B32, Grade 95 TA. Do not use solders containing lead or cored solder. PART 3 EXECUTION ' 3.1 GENERQI. A. Piping fabrication and installation shall conform to the requirements of Chapter V of ANSI B31.3. 3.2 FREEZE PROTECTION AIR TUBING A. Pipe, conduit, and tubing shall be installed parallel with, or at right angles to, the structural members of buildings; vertical runs shall be straight and plumb. Tubing and conduit bends shall be tool-formed without flattening, and shall be all of the same radius to ensure good appearance. B. Individual pipe, tubing runs, and instrument capillary tubing shall be continuously supported from structures so that mechanical damage will not occ ur. 3.3 BRAZING QUALIFICATIONS A. The qualification of brazing procedures, brazers, and brazing operators shall be in accordance with the requirements of Articles XII and XIII, Section IX, ASME Boiler and Pressure Vessel Code. , SPK33661.B 1 January 12, 1993 15067 1 COPPER AND COPPER ALLOY PIPE, TUBING, AND FITTINGS MODERN ELECTRIC WATER COMPANY 33661 A.SEA 3.4 TESTING A: All lines shall be pneumatically tested at the pressures listed using the test procedures as specified in Section 15120, PIPING SYSTEMS. 3.5 SUPPORTS AND HANGERS A. As specified in Section 15120, PIPING SYSTEMS. END OF SECTION SPK33661.131 January 12, 1993 15067 2 COPPER AND COPPER ALLOY PIPE, TUBING, AND FITTINGS MODERN ELECTRIC WATER COMPANY 33661 A.SEA SECTION 15068 DUCTILE IRON PIPE AND FITTINGS (Schedule A and Schedule B) PART 1 GENEItAL 1.1 WORK INCLUDED A. This section covers the work necessary for furnishing and installing the ductile iron pipe and fittings, complete, and as specified further in Section 15120, PIPING SYSTEMS. 1.2 SUBMITTALS A. Shop Drawings: Furnish in conformance with the requirements of the General Conditions. PART 2 PRODUCTS 2.1 PIPE A. Ductile iron pipe, centrifugally cast of 60-42-10 iron, ANSI A21.51 or AWWA C151. Thickness class or classes shall be 52. Working pressures are noted below. The pipe shall be cement-mortar lined and seal coated in accordance with ANSI A21.4. The rubber-ring gaskets shall be suitable for the specified pipe sizes and pressure and shall conform to applicable parts of the latest Federal Specification WW-P-421, and shall be furnished by the pipe manufacturer. A nontoxic vegetable soap lubricant shall be supplied with the pipe in sufficient quantities for installing the pipe. Pipe Diameter (in.) Pressure Class 10 350 12 350 14 250 16 250 20 250 2.2 JOINTS A. Pipe joints shall be push-on joints, except where specifically shown or detailed otherwise. B. Fitting joints shall be flanged joint ends, except where specifically shown or detailed otherwise. C. Grooved ends shall conform to ANSI/AWWA C606. Grooves shall be cut for flexible rather than rigid joints. Minimum pipe wall thickness shall be as required by ANSI/AWWA C606. . SPK33661.B 1 January 12, 1993 15068 1 DUCTII.E IRON PIPE AND FITTINGS MODERN ELECTRIC WATER COMPANY 33661A.SEA 2.3 FITTINGS A. Ductile iron, 250 psi minimum working pressure, cement lined, and seal coated. Where taps are shown on fttings, tapping bosses sha11 be provided. ANSI B 16.1 fittings shall be used only for nonstandard fittings not ' manufactured under ANSI/AWWA C110 and ANSI/AWWA C153. 1. Flanged: ANSI/AWWA C110 and ANSI B16.1, faced and drilled 125-pound ANSI standard. 2. Mechanical Joint: ANSI/AWWA C110, ANSI/AWWA C111, and ANSI/AWWA C153. 3. I'ush-On: ANSI/AWWA C110 and ANSI/AWWA C111, American Cast Iron Pipe Company, Fastite Joint; U.S. Pipe and Foundry, Tyton joint; or equal. 4. Grooved: ANSI/AWWA C606 with center-to-end dimensions in accordance with ANSI/AWWA C 110 and wall thickness in accordance with ANSI/AWWA C153. Grooved couplings and fittings shall be coated with polyamide epoxy, as specified in Section 09902, PAINTING. 2.4 FLANGES A. Ductile iron, ANSI A21.15/AWWA C115, threaded, 250 psi working pressure, 125-pound ANSI drilling. 2.5 BOLTS A. For Class 125 FF Flanges: Carbon Steel, ASTM A307, Grade A hex head bolts and ASTM A563, Grade A hex head nuts. B. Mechanical Joint: Manufacturer's standard. 2.6 GASKETS A. Gasket material for flanged joints shall be cloth-inserted sheet rubber gaskets conforming to AWWA C207 and ANSI B16.21, 1/8-inch thick. The gasket shall be full-cut, with holes to pass bolts. Gasket material shall be free from corrosive alkali or acid ingredients. 2.7 POLYETHYLENE BAGGING A. Polyethylene bagging for all buried ductile iron piping shall be 8 mils minimum thickness, material in accordance with the latest edition of ANSI A21.5/AWWA C 105. 2.8 HANDLING A. Handle the pipe so as to prevent injury to the coating and lining. Place no pipe or other material inside any other pipe at any time after it has been coated. 2.9 MATERIAL FOR PIPE BASE AND FOR PIPE ZONE A. Specified in Section 02200, EARTHWORK. SPK33661.B 1 January 12, 1993 15068 . 2 DUCTILE IRON PIPE AND FIT"fINGS MODERN ELECTRIC WATER COMPANY 33661A.SEA 2.10 THRUST BLOCKS A. Concrete and reinforcing steel for thrust collars and blocks shall conform to the requirements of Section 03301, REINFORCED CONCRETE. PART 3 EXECUTION 3.1 PREPARATION OF TRENCH A. Bell (Joint) Holes: At the location of each joint, dig bell joint holes of ample dimensions in the bottom of the trench and at the sides where necessary to permit the joint to be made properly and to permit easy visudl inspection of the entire joint. 3.2 LAYING A. Distributing Pipe: Distribute material on the job from the trucks or storage yard no faster than can be used to good advantage. In general, distribute no more than 1 week's supply of material in advance of the laying. B. Handling Material: Provide and use proper implements, tools, and facilities for the safe and proper prosecution of the work. Lower all pipe, fittings, and appurtenances into the trench, piece by piece, by means of a crane, slings, or other suitable toois or equipment, in such a manner as to prevent damage to the pipeline materials and protective coatings and linings. Do not drop or dump pipeline materials into the trench. C. Cleaning Pipe and Fittings: Remove atl lumps, blisters, and excess coal-tar coating from the bell-and-spigot ends of each pipe. Wire brush the outside of the spigot and the inside of the bell and wipe clean, dry, and free from oil and grease before the pipe is laid. D. Placing of Pipe in the Trench: Do not allow foreign material to enter the pipe while it is being placed in the trench. 1. Push-On Joint Pipe: After the first length of push-on joint pipe is installed in the trench, secure pipe in place with pipe zone material tamped under and along sides to prevent movement. Keep ends clear of backfill. After each section is jointed, place pipe zone material as specified to prevent movement. E. Number of Pipes Laid Before Jointing: 1. Push-On Joint Pipe: Connect push-on joint pipe as hereinafter specified as soon as it is placed in the trench. F. Preventing Trench Water From Entering Pipe: Conform to requirements for removal of water in Section 02200, EARTHWORK. G. Cutting Pipe: 1. General: Cut pipe for inserting valves, fittings, or closure pieces in a neat and workmanlike manner without damaging the pipe or lining and so as to leave a smooth end at right angles to the axis of the pipe. SPK33661.B 1 January 12, 1993 15068 3 DUCTII.E IRON PIPE AND FITTINGS MODERN ELECTRIC WATER COMPANY 33661A.SEA 2. Ductile Iron Pipe: Cut pipe with milling type cutter or saw. Do not flame cut. 3. Dressing Cut Ends: Dress cut ends of push-on joint pipe by beveling, as recommended by the manufacturer. H. Bell End to Face Direction of Laying: Unless otherwise directed, lay pipe with bell end facing in the direction of the laying. For lines on an . appreciable slope, face bells upgrade at the discretion of the Engineer. 1. Alignment: Pipelines intended to be straight shall not deviate from the straight line and grade at any joint in excess of 1 inch. J. Unsuitable Conditions for Laying Pipe: Do not lay pipe in water or when, in the opinion of the Engineer, trench conditions are unsuitable. 3.3 JOINING PUSH-ON JOINT PIPE AND MECHANICAL JOINT FITTINGS A. Lay and join pipe with push-on type joints in strict accordance with the manufacturer's recommendations. Provide all special tools and devices, such as special jacks, chokers, and similar items required for the installation. Lubricant for the pipe gaskets shall be furnished by the pipe manufacturer, and no substitutes will be permitted under any circumstances. B. Torque ranges to be applied to bolts and wrench lengths which should produce the required torque when applied by the average man should be as follows: Diameter of Bolt Torque Range Wrench Length (In.) (Foot-Pounds) (In.) 5/8 40 - 60 8 3/4 60 - 90 10 1 70 - 100 12 1-1/4 90 - 120 14 C. When tightening bolts, bring the gland up toward the flange evenly, maintaining approximately the same distance between the gland and the face of the flange at a11 points around the socket. Tighten all nuts progressively a little at a time. Do not overstress bolts to compensate for poor alignment. If effective sealing is not attained at the maximum torque, disassemble the joint and reassemble after cleaning. 3.4 ANCHORAGE A. Limiting Pipe Diameter and Degree of Bend: On a11 pipelines 4 inches in diameter or larger, securely anchor by suitable thrust blocking, all tees, plugs, caps, and bends exceeding 22-1/2 degrees, as shown, and at other . locations where unbalanced forces exist, as directed by the Engineer. B. Thrust Blocking: Provide reaction or thrust blocking, as shown, or as directed by the Engineer. The concrete mix sha11 have 28-day compressive strength of not less than 2,500 pounds per square inch. Place blocking SPK33661.B 1 January 12, 1993 15068 4 DUCTILE IRON PIPE AND FITTINGS MODERN ELECTRIC WATER COMPANY 33661 A.SEA between the undisturbed ground and the fitting to be anchored. The bearing surface shall be as shown or as directed by the Engineer. Place the blocking so that the pipe and fitting joints will be accessible to repairs, unless otherwise shown. C. Metal Harness: Metal harness of adequate strength to prevent movement may be used instead of concrete blocking only when directed by the Engineer. Hot-dip galvanize metal harness after fabrication or fumish with comparable corrosion protection, as approved. 3.5 HYDROSTATIC TESTS A. As specified in Section 15120, PIPING SYSTEMS. 3.6 DISINFECTION A. For disinfection requirements, see Section 02683, DISINFECTION OF WATER DISTRIBUTION SYSTEMS. END OF SECTION SPK33661.131 January 12, 1993 15068 5 DUCTILE IRON PIPE AND FITTINGS MOL7ERN ELEC"I'RIC WATER COMPANY 33661 A.SEA SECTION 15069 GALVANIZED STEEL PIPE AND MALLEA►BLE IRON FITTINGS (Schedule A an+d Schedute B) PART 1 GENERAL 1.1 WORK INCI...UDEL7 A. This section covers the work necessary to fumish and irrstall, cvmplete, the galvanized steei plant pip+e and fittings specified herein and as specified further in Section 1512+0, I'rP'ING SYSTEMS. 1.2 GENERAL ~ A. See Secction 15120, PIPING SYSTEMS, for additianal requirements. PAR"T 2 FRODCJCTS i 2.1 PIPE ; A. Carbon steel, galvanized, seamless or e1ectric resistarzce welded. ASTIvi Aj 20 or A.ST1"vi A5 3, Grade F, Schedule 40. I 2.2 ,1 OINTS i ' A. Three-inch and smallet, screwed. B. Four-inch and larger, #langed. 2.3 FIT'I"INGS A. Three-inch and smaller, screwed, ] 50-paund malleable iron, galvanized, ,~STM A197 or ASTM A47, dimensions c+onforming to ANSI B16.3; unions, 300-pound malleable iron, galvanized, ASTNi A1 97 or ASTM A47, dimensians confvrrrYing to ANSI B16,3, brass to iron seat. B. Four-inch artd larger, flanged, 2.4 B RAN CH CONNE CTI OI~ S A. Three-inch and smaller, screwed tees, as specified under Article FITTINGS, B. Fouriinch and larger, flanged, 2.5 THREAD LUBRICANT ~ A. Teflon tape or joint compourrd that is irtsoluble in water. 2.6 SUPPORTS AND IIANGERS A. As specified in 5ection 15120} PIFING SYSTEMS. SPK3366131 3anuary 13, 1993 15069 1 GALVANI?..ED STEEI., PIPE ANI] MALLEABLE IRON FITT"INGS MODERN ELECTRIC WATER COMPANY 33661A.SEA PART 3 EXECUTION 3.1 GENERAL A. Ream, clean, and remove burrs from piping before making up joints. B. Upon completion of installation, piping systems shall be flushed and cleaned as specified in Section 15120, PIPING SYSTEMS. 3.2 CORROSION PROTECTION A. As specified in Section 09902, PAINTING. END OF SECTION SPK33661.13 1 January 13, 1993 15069 2 GALVANIZED STEEL PIPE AND MALLEABLE IRON FITTINGS MODERN ELECTRIC WATER COMPANY 33661 A.SEA SECTION 15106 VALVES (Schedule A and Schedule B) PARTI GENERAL 1.1 WORK INCLUDED A. This section covers the work necessary for furnishing and installing the valves, complete. 1.2 SUBMITTALS A. Make submittals as required in Section 01300, SUBMITTALS, in Division 1, GENERAL REQLJIREMENTS. In addition, the following specific information shall be provided: 1. Valve tag number. 2. Operator arrangement and orientation for all valves. PART 2 PRODUCTS 2.1 GENERAL A. All valves shall be complete with all necessary accessories, including handwheels, extension stems, operators, nuts, and bolts required for the proper completion of the work included under this section. 2.2 GATE VALVES A. Valves 12 inches and smaller shall be iron body, epoxy coated, bronze mounted, resilient seated, OS&Y valves with O-ring seals, and shall open when the stem is rotated counterclockwise. Unless otherwise shown, valves shall have a handwheel operator. Valve ends and valve sizes shall be as shown. Valves shall be designed for a minimum water operating pressure of 200 psi. Valves shall conform to AWWA C500. Valves shall be M&H AWWA resilient seated gate valves. 2.3 BUTTERFLY VALVES A. Butterfly valves shall comply in all respects with the physical and performance requirements of AWWA C504, short body flanged type. All valves shall be Class 150B. Short body valve installation shall be as shown. Operators shall be factory installed. Valve components shall be factory coated to withstand the environmental conditions in contact, and provide continuous trouble-free service. Buried valves shall be Pratt rubber-seated ground-hog valves. Exposed butterfly valves shall be Pratt rubber-seated butterfly valves. 1. Buried Manual Operators: Operators shall comply with AWWA C504 with 2-inch square operating nut. Operators shall be fully gasketed and grease packed to withstand an external water pressure of 10 psi. SPK33661.B 1 January 12, 1993 151 06 1 VALVES MODERN ELECTRIC WATER COMPANY 33661 A.SEA Operators shall be capable of developing torques listed in Table I of AWWA C504 for Class 150B valves. 2. Manual Operators: Exposed butterfly valves shall be provided with the manufacturer's standard hand wheel operator. Operator shall be designed so the maximum operator force shall not exceed 40 pounds under any condition, including initial breakaway. Where potential . operator force may exceed 40 pounds, provide appropriate operator gearing to meed specified operator force. Provide position indicator. 2.4 BALL VALVES A. ANSI Class 300, line size, Teflon seated, flanged or threaded, ball valves with 90-degree swing between open and close. Provide definite stops on ball valves to prevent more than 90 degrees of swing. Crane Tork Seal Model KR-9435-FN. 2.5 BOLTS, GASKETS, GLANDS, NUTS A. Bolts, gaskets, glands, nuts, and miscellaneous accessories required to install all valves shall be furnished. Bolts for flanged connections shall be galvanized steel with American Standard regular unfinished square or hex heads. Nuts shall be galvanized steel with American Standard regular hexagonal dimensions. Gaskets for flanged connections shall be 1/8-inch thick rubber. Gaskets shall extend from the inside diameter of the flange to at least the inside edge of the bolt holes or they may extend beyond the bolt circle. Jointing materials for mechanical joints shall conform to AWWA C111. 2.6 VALVE BOXES A. Valve boxes shall be Buffalo two-piece sliding type, cast iron with 5-1/4-inch shaft, and shall be of appropriate length for the installation as shown on the Drawings. The word WATER shall be cast into the top of the lid. Extension pieces, if required, shall be the manufacturer's standard type for use with the valve box. The valve box shall be Tyler Series 6855. 2.7 EXTENSION STEM FOR VALVE OPERATORS A. Where the depth of the operating nut is more than 3 feet, operating extensions shall be provided to bring the operating nut to a point 18 inches below the surface of the ground or pavement. The extension stem shall be constructed of steel. Stem diameters shall be 1-1/4 inch, unless otherwise shown. Stem guides shall be provided. Guides shall be spaced such that the slenderness ratio of the stem body does not exceed 204. Extension stem shall be enclosed in a valve box extension protecting the extension stem. 2.8 GLOBE (NEEDLE) VALVE A. Needle disc type globe valves 3/8 inch shall be screwed bonnet, rising stem valves with bronze body and stem, rated 200-pound SWP, 400-pound WOG. Valves shall be Milwaukee Valve 600 or Stockham B64. SPK33661.B 1 January 12, 1993 15106 2 VALVES MODERN ELECTRIC WATER COMPANY 33661 A.SEA 2.9 PRESSURE RELIEF VALVE A. Pressure relief valve shall be 3/8 inch self-operated with standard adjusting screw. Body shall be cast iron with steel spring. Relief pressure setting shall be 50 psig. Valves shall be Fisher Controls Type 98H. 2.10 VACULA1 RFI.IFF V_ALNT, A. Vs,Luun1 rclic-f sti,dl bc 3;S inc1i in-Lnc check t~pe tolail Maximum cracking pressure to be 2 psig. Valve shall be DELTRO Model CMM 25B 1. PART 3 EXECUTION 3.1 GENT-RAL A. Before installation, carefully clean valves of all foreign material, adjust stuffing boxes, and inspect vatves in OPEN and CLOSED positions. Install valves in accordance with the applicable portions of these Specifications. Unless otherwise indicated, install valves with the stem vertical. Mount horizontal valves in such a manner that adequate clearance is provided for operation. Installation practices shall conform to manufacturer's recommendations. B. Prior to installing flanged valves, the flange faces shall be thoroughly cleaned. After cleaning, insert the gasket and tighten the nuts progressively and uniformly. If flanges leak under pressure, loosen the nuts, reseat or replace the gasket, retighten the nuts, and retest the joint. Joints must be watertight at test pressures before acceptance. C. Thoroughly clean threads of screwed joints by wire brushing, swabbing, or other methods. Apply joint compound to threads prior to making joint. Joints shall be watertight at test pressures before acceptance. 3.2 TESTING A. Valves will be tested at the same time that the adjacent pipeline is tested. Joints shall show no visible leakage under test. Repair joints that show signs of leakage prior to final acceptance. If there are any special parts of control systems or operators that might be damaged by the pipeline test, they shall be properly protected. The Contractor will be held responsible for any damage caused by the testing. 3.3 DISINFECTION A. See Section 02683, DISINFECTION OF WATER DISTRIBUTION SYSTEMS. END OF SECTION SPK33661.131 January 12, 1993 151 00 3 VALVES MODERN ELEC'TRTC WATER C4MPANY 33661 A.SE,A SEC:'I'ION 15120 PIPING SYSTEMS (Schedule A and Schedule ti ) YAH1' 1 GENEKAI. 1.1 WORK INCLUDED A. Install all piping, fixtures, equipment, and accessories in strict accordance with the plumbing laws, rules, and regulations of the state and of the co.mt%, whichever represents the higher standard. All work shall be approved h" the State and County Plumbing Insp(:~ t1. )i . B. Drawings do not attempt to show exact ciCtalls oi aii piping, a►►o r-io ertra payment will be allowed for obstruction by work of other trades or local obstructions to the work under this Contract which require offsets. Where diagrams have been made to show piping connecrions, the Contractor is cautioned that these diagrams must not be used for obtaining material quantities. Changes in location of equipment or piping, advisable in the opinion of the Contractor, shall be submitted to the Engineer for review before proceeding with the work. All measurements and dimensions shall I be venfied at the site. All equipment shall be adjusted and left in a condition satisfactory to the Engineer. C. No water piping shall be run immediately over or within a 3-foot plan view clearance of any electrical panel or motor starter, or mechanical mounting panel. D. Exterior water piping shall have a minimum of 4.5 feet of cover. E. Location of piping specialties shall be as required to provide accessibility for control and maintenance. 1.2 DELIVERY, STORAGE, AND HANDLING ~ A. Handle the pipe so as to prevent injury to the coating and lining. Place no pipe or other material inside any other pipe at any time after it has been coated. B. In addition to requirements of Division l, GENERAL REQUIREMENTS, prepare and protect valves for shipment and ship in accordance with AWWA C500. C. Valves shall not be exposed to the weather or to conditions that will cause rusting or damage to the valve seating. 1.3 RELATED WORK A. Section 15066, WELDED STEEL PIPE AND FITTINGS. B. Section 15067, COPPER AND COPPER ALLOY PIPE, TUBING, AND FITTINGS. SPK33661.B 1 January 13, 1993 15120 1 PIPING SYSTEMS , MODERN ELE+C.TRIC WArl`EFt C'OMPANY 33661 A,SEA C. Section 15068, DU+LTILE rRON PIPE AND FITTIN+GS. D. Section 15106, VAI.tVES, PART 2 PRODUCTS 2.1 REI)UCED PRE~SURE BA~KFLC]W PREVEN'TER A. Reduced pressure backfl+ow preventer shall be 2-inch size, with ball valves and properly lo+cated tesc cocks. Total head loss thrvugh camplete back#low asserrsbly shall not exceed 15 psi at rated flvw. The reduced pressure backflaw preventer shall meet all provisians of applicable state and lvcal codes and regulaxions. Unit sha11 be Watts Model 909 QT. 2,2 PLUMBINC;,1'I]FLAINAGE A. FI]-1. Flvar Drain: J. R. Smith Figure 2110-Y ar Josam 32100 Seri+es, with cast iron body and grate, flashing coilar, rernovable sedirrrertt bucket, cast iron F'-trap, trap primer connection, and autlet size as shvwn on I)rawings, B. FD-2. Floor Drain: J. R. Srnith Figure 3710-Y or Josam 32100-F4 Series, with cast iran body, flashing coilar, grate, funnel, cast irvn F'-trap, and trap primer connectione Funnel sha11 be 4-inch diarnetera Drain outiet shall be size as shovvn on Urawings. C. All floor drains shall have protective cvvers tluring construction to prevent damage to drain strainers and keep foreign mat+eria.l from entering drainage system. Condensate drains and errxergency vverflow drains shall be covered during con5truction. D. All changes of di-Tection in waste piping shall be rnade witta combinatian Y ittings. E. Testing; A11 lines sha11 be hydrostatically tested as specified herein. 2.3 HuB-AvD-sPIGOT cAST T~ON PEPING sYs-rEMS A. Fipe: Cast iron soil pipe, service weYgh't, hub-and-spigot ends, conforming to ASTIV'I A74. B_ Fittings: {Cast iron soil pipe, servi+~e weight, hub-and-spigot ends, conforming to ASTI►v'I .A74. C. Joints: Hub-a.nd-spigot, rubber gasketed, push-on gaskets confvirning to ASTM C5b4. 2.4 PVC GRAVITY DRAiN PIPE ANI] FI'I7ING5 A. I'viaterial: The PVC p1astic used in all sizes of gravity pipe and ~ittings shall have a cell classification of 12454-B ar 12454-C in confornnance with ASTM D1784, Rigid P+oly ('Vinyi Chloride) {PVC} Cotnpounds and Chlorinated P'oIy ('wJ'inyl Chloride) (CPV~) Compvunds. . B. Material Tests and Inspections. PVC gige and fittings shall be inspected at the pobnt of manufacture in accordarrce with the manufacturer's standard SPK33661.B 1 January 13, 1993 15120 :2 PIPIIWG SYSTEMS MODERN ELECTRIC WATER COMPANY 33661 A.SEA methods. Provide a certificate of tests in lieu of witnessing the inspecting and test procedure. Pipe, fittings, and accessories that are chipped, cracked, or contain other imperfections, or do not satisfactorily meet the manufacturer's standard test requirements shall be rejected. C. Pipe and fittings 4-Inch to 15-Inch: PVC gravity pipe and fittink--, ~h;fll hc SDR 35 and conform to ASTM D3034. Provide manufacturer' s certification, including test results, for all materials supplied undcr tr1i; Specification, in accordance with Section 11.1 of ASTM D3034. D. Joints: Joints for pipe and fittings shall be joined with an integral bell. hell- and-spigot type rubber gasketed joint conforming to ASTM D3212 for gravity sewers. Each integral bell joint shall consist of a formed bell complete with a single rubber gasket. Gaskets shall conform to ASTM F477. Furnish complete information on basic gasket polymer and results of tests of physical properties. Lubricant for jointing shall be as approved by the pipe manufacturer. E. Pipe Detection: All buried pipe shall have pipeline detection tape installed ~I as shown on the Drawings and as specified in Section 022(x). EARTHWORK. F. Trench backfill for YVC pipe shall be as specified in Section 022(x). EARTHWORK. 2.5 SERVICE SADDLES FOR FERROUS METAL PIPIN(', A. Pipe service saddles for all ferrous metal piping shall be Ford ZU~B, o1 approved equal. Service saddles shall be capable of withstanding 300 p"I internal pressure without leakage or overstressing. The run diameter shall be compatible with the outside diameter of the pipe on which the saddle is installed. Taps shall have iron pipe threads. Saddles shall have brass bodies and silicone bronze straps, brass hex nuts with washers, and Buna-N seals. Service saddles shall be of double-strap design. 2.6 COUPLINGS A. Flexible Couplings: l. Flexible couplings shall be capable of withstanding the designated internal pressure without leakage or overstressing. Diameter of the coupling shall be compatible with the outside diameter of the pipe on which the coupling is installed. Furnish all joint accessories with flexible couplings. Remove center stops if required for installation. 2. Steel style flexible couplings shall consist of a steel middle ring and steel or malleable iron follower rings. Steel flexible couplings shall be Model 411 as manufactured by Rockwell International, Inc.; Dresser Manufacturing Division of Dresser Industries, Inc., Model 38; or equal. 3. Middle ring shall be designed for the design pressure of the adjacent pipe. Gaskets shall be standard Buna-N or the equivalent as approved. 4. Cast style flexible couplings shall consist of a cast iron middle nng and malleable iron follower rings. Cast flexible couplings shall be Model 431 as manufactured by Rockwell International, Inc.; Romac Industries, Inc., Model 501; or equal. SPK33661.131 January 13, 1993 15120 3 PIPING SYSTEMS MODERN ELECTRIC WATER COMPANY 33661 A.SEA 5. Middle ring shall be designed for the design pressure of the adjacent pipe. Gaskets shall be standard Buna-N or the equivalent as approved. B. Flanged Coupling Adapters: 1. Flanged coupling adapters shall be wrought steel or cast iron capable of withstanding the designated internal pressure without leakage or overstressing. Diameter of the coupling shall be compatible with the outside diameter of the pipe on which the coupling is installed. Furnish all joint accessories with flexible couplings. Verify dimensions of all existing pipelines in the field before ordering couplings. 2. Steel style flanged couplings shall consist of a steel body, steel or malleable iron follower rings, and steel bolts. Steel flexible flanged couplings shall be Model 913 as manufactured by Rockwell International, Inc.; Dresser Manufacturing Division of Dresser Industries, Inc., Model 128; or equal. 3. Cast style flanged couplings shall consist of a cast body, standard, gasket, and cast bolts and nuts. Cast style flanged couplings shall be Model 912 as manufactwed by Rockwell International, Inc.; Dresser Manufacturing Division of Dresser Industries, Inc., Model 127; or equal. . C. Transition Couplings: 1. Transition couplings shall be used wherever connections are made between pipes of different materials. 2. Transition couplings shall be capable of withstanding the designated internal pressure without leaking or overstressing. Diameter of the coupling shall be compatible with the outside diameter of the pipe on which the coupling is installed. Furnish all joint accessories with transition couplings. Remove center stops if required for installation. 3. Transition couplings shall be Dresser Type 162. D. Bolts and Nuts: Bolts and nuts for flexible couplings and adapters shall be carbon steel, ASTM A 307, Grade B, hex head. Provide Koppers Bitumastic 50 coat on buried bolts; apply one coat after assembly. E. Grooved Couplings: Grooved couplings shall conform to ANSI/ AWWA C606. Bolting materials shall be 316 stainless steel. Couplings sha11 be Victaulic Style 31. Provide thread lubricant for stainless steel bolts. Provide gasket approved for potable water service. 2.7 WATER HOSE A. Furnish one at each hose rack, 50-foot length(s) of 1-1/2-inch rubber water hose. Provide each length with brass male and female hose fitting couplings to fit hose nozzle(s) and hose valve(s) specified. Hoses shall be B. F. Goodrich, BFG General Service Black Cover Hose, or Boston Industrial Hose. SPK33661.131 January 13, 1993 15120 4 PIPING SYSTEMS ► MODERN ELECTRIC VV.4TFR ('nMP.4NY 11661.A A. SF .A ~ I1nSF Nn77I FS ~ A. ~urili,h onc to'- ~Nozzle(s) shall be adjustable fog-straight stream type with integral and female hose fitting coupling. Wilcox HN-4-L. 2.9 HOSE FITTINGS A. Provide female NPT quick-connect hose adapters for all hydrant connections. Provide a hose shank quick-connect hose coupler on one end ~ of each hose and a hose shank quick-connect hose adapter on the other end of each hose. All adapters and couplers shall be 1-1 /2-inch size and fabricated aluminum. Adapters and Couplers shall be OPW Kamlock or Dixon. 2.10 CORPORATION STOP A. The corporation stop sha11 have AWWA inlet threads and 2-inch inside ir(_)n pipe outlet threads. Corporation stop sh`i11 he Mueller H-10045. or 2.11 AIR COMPRES SOK A. Provide as pack,lp-c complete 'Xittl coMPre~S01-, motor, and coritrol ~v,,tem ~it each reservoir. B. Compressor 1. Single-cylinder, single-stage, reciprocating, fan-air cooled m.ich1r1(1. 2. Provide two-ring oilless piston with sealed ball bearings and fluorocarbon skirt and rings. 3. Direct drive compressor by an electric motor. 4. Mount close coupled unit on steel base attached to receiver. 5. Equip with combination air intake filter silencer, disch.irLe c}i:i1nhei-. i»d thr(~c ~idditiori,il intake filtcr cartridLe'~. I i I C. Mutoc : 1. Syuirrel-cage type, designed, mdnufdctured, aild tested in ~with NEMA MG 1. ; 2. TEFC enclosure for indoor installation. 3. Rated continuous duty, as specified, compatible with horsepower required by driven equipment, 1,800 rpm maximum, 230 volts, single-phase, 60-Hz, with 1.15 seivice factor. 4. Connected load shall not exceed motor nameplate horsepower rating under anticipated operating conditions. D. Control System: 1. Provide ON/OFF/AUTOMATIC control system. 2. Provide complete system for automatic cyclic operation from temperature switch system. The temperatwe switch shall be adjustable from 0 to 50 degrees F with a maximum dead band of S degrees. 3. Provide automatic low oil pressure shutdown with indicating light and oil pressure gauge. SPK33661.B 1 January 13, 1993 15120 5 PIPING SYSTEMS MODERN ELECTRIC WATER COMPANY 33661 A.SEA 4. Panel: a. NEMA 1 for indoor installation. b. House complete control system including control power transformer, HAND/OFF/AUTOMATIC switch, temperature switch, relays, system pressure indicator, indicating light(s), and combination motor starter (NEMA Size 1 minimum) with overload protection, in accordance with Division 16, ELECTRICAL. 5. Furnish control components prewired and prepiped. b. Control Power Supply: 230 volts, single-phase, 60-Hz. 7. Control Voltage: 120 volts. E. Paint equipment at the factory with manufacturer's standard machinery enamel. F. Compressor Capacity: As follows: 1. Capacity: 5 scfm. . 2. Design Pressure: 30 psig. 3. Horsepower: 1 hp. G. Manufacturer: Gast, Model 6HCA-10-M616X. 2.12 AIR DIFFUSER PIPE A. Air diffuser pipe shall be polyethylene tubing with a self-contained ballast to prevent movement or flotation and to ensure that the opening in the tubing will remain upright. The air dispersion openings shall be formed to provide fine-bubble dispersion of the air and shall be uniform in size and spacing. The openings shall have a minimum pressure drop of 2 to 4 psi to ensure uniform air dispersion along the entire length of tube. B. Manufacturer: Air Diffusion Systems. PART 3 EXECUTIUN 3.1 REDUCED PRESSURE BACKFLOW PREVENTER A. Install the Reduced Pressure Backflow Preventer (R.PBP) at each reservoir where shown on the Drawings. B. Install the RPBP between a minimum of 14 inches and a maximum of 60 inches above finished floor. C. Install the R.PBP a minimum of 14 inches away from any walls, piping, or other equipment. D. Provide approved and adequate drain line from relief valve outlet to floor drain. E. Do not install RPBP above or neaz electrical equipment. F. Test cocks shall be accessible from front of RPBP unit. SPK33661.B 1 January 13, 1993 15120 6 PIPING SYSTEMS MODERN ELECTRIC WATER COMPANY 33661A.SEA 3.2 AIR COMPRESSOR A. Install air compressor in accordance with manufacturer's recommendations where shown on the Plans. B. Test the compressor and control settings for proper operation and adjust settings and valve positions after reservoir is filled with water. 3.3 UNIONS AND COUPLINGS A. Provide unions or couplings wherever they will expedite the removal of equipment. B. Couplings shall be installed in accordance with the manufacturer's recommendations. Grooved end couplings having stainless steel bolts shall have recommended thread lubricant applied prior to assembly. 3.4 INSTALLATION OF EXPOSED PIPING i A. Unless shown otherwise, piping shall be para11e1 to structure lines. Supports on adjacent piping shall be aligned where possible on common size ranges. ~ B. Lateral supports for seismic loads shall be provided at all changes in direction. C. All pipe flanges shall be set level, plumb, and aligned. All flanged fittings shall be true and perpendicular to the axis of the pipe. All bolt holes in flanges shall straddle vertical centerline of pipes. D. Unions shall be installed where required for piping or equipment installation, even though they are not shown on the Contract Drawings. ; E. Pipe taps to the pipe barrel are unacceptable. Pipe tap connections to steel piping shall be made only with a welded threadolet or service saddle connection. F. Piping shall be installed without springing or forcing the pipe in a manner which would set up stresses in the pipe, valves, or connected equipment. G. Required straight runs of piping upstream and downstream of flow measuring devices shall be smooth. H. Where valve handwheels are shown, valve orientation shall be as shown. Where valve handwheels are not shown, valves shall be oriented to permit easy access to the handwheels, and to avoid interferences. 3.5 TAPPING PIPE A. The d'uect taps shall be made by experienced workers using tools in good repair with the proper adapters for the size pipe being tapped. The drilling and tapping machine or machines furnished by the Contractor for tapping directly into the pipe shall be properly designed for the work. B. If the tap is improperly installed so that leakage occurs around the threads or, in the opinion of the Engineer, the connection is substandard in other SPK33661.B 1 January 13, 1993 15120 7 PIPING SYSTEMS MODERN ELECTRIC WATER COMPANY 33661A.SEA respects, the Contractor shall remove the connection and install a repair saddle and reinstall the connection in the saddle. If the damage to the pipe is such that a repair saddle will not corcect the installation, a repair sleeve shall be installed over the injured portion and the pipe retapped. All corrective measures shall be completed at the Contractor's sole expense. 3.6 CONNTECTION TO EXISTING WATER PIPELINES A. All connections to existing water pipelines shall be coordinated with the Owner. Limits of each connection are shown on the Drawings. All necessary trench excavation, backfill, and surface restoration shall be performed, and all necessary materials shall be supplied by, the Contractor. The connection shall be made after pressure test and disinfection of the new pipeline prior to connection to the existing pipeline. The Contractor shall schedule the connection with the Owner 10 working days in advance of the work. 3.7 AIR DIFFUSER PIPING A. Install air diffuser pipin€ level within each reservoir. Diffuser at overflow and diffuser at access tube ladder shall be at the same elevation. B. Provide sufficient diffuser supports to hold diffuser firmly in place during operation. 3.8 PIPE SUPPORTING SYSTEMS A. The Contractor shall select and design all piping support systems within the specified spans and component requirements. Structural design and selection of support system components shall withstand the dead loads imposed by the weight of the pipes filled with water, plus any insulation. Commercial pipe supports and hangers shall have a minimum safety factor of 5. B. No attempt has been made to show all required pipe supports in all locations, either on the Contract Drawings or in the details. The absence of pipe supports and details on any drawings shall not relieve the Contractor of the responsibility for providing them throughout the work. C. All submerged piping supports, guides, and fasteners shall be Type 316 stainless steel. Concrete anchors and anchor bolts sha11 be as specified in ~Section 05500, FABRICATED METALWORK AND CASTINGS. All submerged metal piping shall be electrically isolated from the supports with a continuous wrap of 1/4-inch by 3-inch neoprene rubber between the pipe and oversize pipe attachment. D. All support anchoring devices, including anchor bolts, inserts and other devices used to anchor the support onto a concrete base, roof, wall or structural steel works, shall be of the proper size, strength and spacing to withstand the shear and pullout loads imposed by loading and spacing on each particular support. E. Detailed shop drawings of all supports, including support anchoring devices, shall be supplied with the submittals specified in Article SUBMITTALS. SPK33661.B 1 January 13, 1993 15120 . 8 PIPING SYSTEMS .MODERN ELECTRIC WATER COMPANY 33661 A.SEA F. Where PiPing connects to uiPment it shall be suPPorted bY a PiPe suPPort ~l and not by the e,quipment. A pipe support or hanger shall be installed within one-pipe diameter of couplings and each pipe fitting or in-line device . such as a valve or meter for all piping larger than 4 inches. G. All hangers, rods, clamps, protective shields, metal framing support components, and hanger accessories shall be hot-dip galvanized unless otherwise specified for submerged and corrosive installations, or as noted herein or on the Drawings. The Contractor may substitute stainless steel components where hot-dip galvanizing is specified. H. Unless noted otherwise on the Drawings, horizontal pipe support for steel and ductile iron pipe shall be as follows: Maximum Support & Hanger Pipe Size Span (ft) , k ~ 1 " & Smaller 4 M 1-1 /4" through 2-1 /2" 4 3" & 4" 6 6" 6 ~ ~ g" 10 10" & 12" 10 14" 10 16" & 18" 10 1. The load rating for universal concrete inserts shall not be less than that of the hanger rods they support. J. When supporting cast iron and ductile iron pipe, locate supports near all joints and at each change of direction. K. Vertical sway bracing shall be provided as required or on 20-foot maximum centers. L. All piping shall be supported in a manner which will prevent undue strain on any valve, fitting, or piece of equipment. In addition, pipe supports shall be provided at changes in direction or elevation, adjacent to flexible couplings, and where otherwise shown. M. Brace all piping 2-inch inside diameter and larger for Seismic Zone 2B forces in accordance with Section 2312(g) of the Uniform Building Code as published by ICBO, current edition. 3.9 HUB AND SPIGOT CAST IRON PIPING A. Hub and spigot cast iron drainage piping encased in concrete shall be properly sloped. The Contractor shall coordinate with affected trades the routing of drains through steel reinforcement. SPK33661.B1 January 13, 1993 15120 9 PIPING S Y STEM S MODERN ELECTRIC WATER COMPANY 33661 A.SEA B. All changes of direction in drain piping shall be made with cornbination Y and 1/8 bend fittings. C. Install cleanout fittings and plugs where reasonably required to facilitate pipe cleaning. Cleanout fittings shall be T or Y branches or trap hubs of the same material and size as the pipe in which they are placed, except that maximum cleanout size shall be 4 inches. • 3.10 DISINFECTION A. See Section 02683, DISINFECTION OF WATER DISTRIBUTION SYSTEMS. 3.11 HYDROSTATIC TESTS A. Make pressure and leakage tests on all newly la.id pipe. Furnish all necessary equipment and material, make all taps in the pipe as required, and conduct the tests. The tests shall be conducted between valved sections of the pipeline, or as approved by the Engineer. The Engineer will monitor the tests. _ B. Test all ductile iron pipe and attached steel interconnecting fitting assemblies to 150 psi at the ground surface of the nearest reservoir. C. Test pipe 2 inches in diameter and smaller to 150 psi. . D. Test interior reservoir inlet and outlet piping and reservoir drain and overflow piping at hydrostatic pressure of 60 psi. E. Test PVC gravity drain piping at hydrostatic pressure of 10 psi. F. Furnish the following equipment and materials for the tests: Amount Description , 2 Graduated containers 2 Pressure gauges 1 Hydraulic force pump Suitable hose and suction pipe as required G. Conduct the tests after the trench has been backfilled or partially backfilled with the joints left exposed for inspection, or when completely backfilled, as permitted by the Engineer. Where any section of pipe is provided with concrete reaction blocking, do not make the pressure test until at least 5 days have elapsed after the concrete thrust blocking is installed. If high-early cement is used for the concrete thrust block.ing, the time may be cut to 2 days. H. Conduct the pressure test in the following manner, unless otherwise approved by the Engineer: Fill the pipe with water, expelling all air during the filling. SPK33661.B 1 January 13, 1993 15120 10 PIPING SYSTEMS MODERN ELECTRIC WATER COMPANY 33661A.SEA 1. Duration: The duration of each pressure test shall be 2 hours, unless otherwise directed by the Engineer. ~ 2. Procedure: Slowly fill the pipe with water and allow to stand for 24 hours. Expel all air from the pipe. Apply and maintain the specified test pressure by continuous pumping if necessary for the entire test period. The test pressure shall be calculated for the point of lowest elevation, or as specified by the Engineer. The pump suction shall be in a barrel or similar device, or metered so that the amount of water required to maintain the test pressure may be measured accurately. 3. Leakage: Leakage shall be defined as the quantity of water necessary to hold the specified test pressure for the duration of the test period. No pipe installation will be accepted if the leakage is greater than the number of gallons per hour as determined by the following formula: L = ND(P)'n 7400 In the above formula: L= Allowable leakage, in gallons per hour N= Number of joints in the length of pipe tested D= Nominal diameter of pipe, in inches P= Test pressure during the leakage test, in pounds per square inch 4. Correction of Excessive Leakage: Should any test of pipe laid disclose leakage greater than that allowed, locate and repair the defective joints or pipe until the leakage of a subsequent test is within the specified allowance. No visible leaks will be allowed. 3.12 FREEZE PROTECTION AIR SERVICE PNEUMATIC TESTS A. Test freeze protection a.ir service copper piping and fittings at pneumatic pressure of 50 psi. B. Testing Equipment: Amount Description 1 Pneumatic compressor system capable of providing oil- free dry air and equipped with one or more full capacity safety relief valves set at a pressure of not more than 105 percent of the required primary test pressure 1 Calibrated test gauge C. Procedure: 1. Perform pneumatic testing using accurately calibrated instruments and oil-free, dry air. 2. Perform tests only on exposed piping, after the piping has been completely installed, including supports, hangers, and anchors, and inspected for proper installation. 3. Test all parts of the piping system at the test pressures specified. SPK33661.B 1 January 13, 1993 15120 11 PIPING SYSTEMS MODERN ELECTRIC WATER COMPANY 33661 A.SEA 4. Take necessary precautions to protect test personnel and Owner's operating personnel from hazards associated with a.ir testing. S. Secure piping to be tested to prevent damage to adjacent piping and equipment in event of a joint failure. 6. Prior to test, remove or suitably isolate appurtenant instruments or devices that could be damaged by test. 7. Apply soap bubbles to joints and connections for examining leakage. 8. Apply maximum 25 psig preliminary pneumatic test to piping system prior to final leak testing, to locate visible leaks. 9. Correct visible leaks, and repeat the preliminary test until all visible leaks are corrected. 10. Graduaily increase pressure in the system to not more than 1/2 of specified test pressure. 11. Thereafter increase pressure in steps of approximately 1/10 of specified test pressure until required test pressure is reached. 12. Maintain pneumatic test pressure continuously for minimum 10 minutes and for such additional time as necessary to conduct a soap bubble examination for leakage. 13. Correct visible leakage and retest as required by Engineer. 14. The piping system, exclusive of possible localized instances at pump or valve packing, shall show no visual evidence of leakage. D. Test Records: Make records of each piping system during the test to document the following: 1. Date of test. 2. Description and identification of piping tested. 3. Test fluid. 4. Test pressure and duration. 5. Remarks, including: a. Leaks (type, location). b. Repairs made on leaks. 6. Certification by Contractor and signed acknowledgement by Engineer that tests have been satisfactorily completed. 3.13 PAINTING A. See Section 09902, PAINTING, for coating requirements. B. All buried piping components, including bolts and other appurtenances, not receiving another coating system shall be provided one coat of Koppers Bitumastic 50 after assembly. ~ END OF SECTION SPK33661.B 1 January 13, 1993 15120 12 PIPING SYSTEMS 'i MODERN ELECTRIC WATER COMPANY 33661 A.SEA SECTION 16005 ELECTRICAL (Schedule A and Schedule B) PART 1 GENERAL 1.1 WORK INCLUDED A. This section covers the work necessary for the construction of the electrical system shown on the accompanying Contract Drawings. The work included under this section includes providing all materials, furnishing all labor and equipment except as provided under other sections of these Specifications, by others or by the Owner, to install all electrical work as indicated and as specified. ~ 1.2 PROJECT DESCRIPTION ~ ~ A. The work in general shall consist of, but is not limited to, providing the following: 1. Electrical service as shown on Contract Drawings. 2. Panelboards, conduit, and wiring for all outlets and equipment shown on the Contract Drawings. 3. Lighting fixtures, ballasts, and lamps. 4. Exterior lighting fixtures. 5. Telephone service as shown on Contract Drawings. 6. Instrumentation. 7. Control panel. 1.3 CODES AND PERMITS A. All work sha11 be performed in strict accordance with the current edition of the Local Laws and Ordinances, National Electrical Code (NEC), and National Electrical Safety Codes (NESC). Conflicts, if any, that may exist will be resolved at the discretion of the Engineer. B. Wherever the requirements of the Specifications or Contract Drawings exceed those of these codes, the requirements of the Specifications or Contract Drawings shall govern. Code compliance is mandatory. Nothing in these Contract Documents shall be construed as permitting work not in accordance with these laws and codes. C. Obtain all pennits and pay all fees required by any governmental agency having jurisdiction over this work. Upon completion of work, provide signed permits indicating that the work is acceptable to the regulatory authorities having jurisdiction. 1.4 COMPLIANCE A. All the work executed under this section shall meet the requirements of the General Conditions sections of this Specification as if fully stated herein. SPK33661.B 1 January 12, 1993 16005 1 ELEC7'RICAL MODERN ELECTRIC WATER COMPANY 33661 A.SEA 1.5 SUBMITTALS A. The Contractor shall provide complete manufacturer's descriptive information and shop drawings for all equipment, material, and devices furnished under this section, in accordance with the provisions of Division 1, GENERAL REQUIREMENTS, of these Specifications. Provide the number of copies specified for the Engineer, Contractor, and as necessary to complete the Operation and Maintenance Manuals. B. Furnish submittal information for the following: 1. Meter Base. 2. Disconnect Switch. 3. Service Main Circuit Breaker. 4. Telephone and Power Handholes. 5. Lights. 6. Panel boards. 7. Receptacles. C. Contractor shall review, check, and initial all submittals indicating that the submitted items meet the requirements of the Specifications and Contract Drawings. D. Review of the submittal information by the Engineer is for the convenience of the Owner and the Contractor to facilitate the satisfactory acceptance of the work required hereunder. This review shall neither relieve the Contractor from the responsibility for deviations from the Contract Drawings and Specifications, nor from errors and omissions in the shop drawings or literature. The Contractor shall obtain Engineer's acceptance of submittals before commencing fabrication or installation of any materials or equipment. Equipment found not meeting the requirements of these Specificarions and Contract Drawings shall be removed, repaired, or replaced at no cost to the Owner. Review by the Engineer is limited to two resubmittals per item. Cost of submittal reviews beyond this limit which are required to obtain acceptance shall be reimbursed to the Engineer by the Contractor. E. The Contractor shall be responsible for coordinating the work required under all Sections of this Specification that affect the work covered in this section. This effort is required to assure that the project construction proceeds in an appropriate and timely manner. All changes to the project work due to lack of this coordination shall be provided by the Contractor at no cost to the Owner. All costs incurred by the Engineer to resolve lack of coordination problems shall be reimbursed by the Contractor. 1.6 CONTROL SYSTEM SUBMTTTALS A. Hardware: Submit full details, shop drawings, wiring diagrams, catalog cuts, and such descriptive literature and documentation as may be required to demonstrate conformance to these Specifications. These submittals shall clearly identify specific items and options proposed to be provided. In addition, these submittals shall clearly identify installed spares and other . provisions for future work (e.g., reserved panel space; wiring, terminals, etc.). SPK33661.13l January 12, 1993 16(}05 2 ELECTRICAL MODERN ELECTRIC WATER COMPANY 33661 A.SEA B. Specifically, the Contractor shall submit the following material: Catalog information, descriptive literature, wiring diagrams, and shop drawings on all controllers, recorders, indicators, transmitters, primar-y elements, flow measuring equipment and appurtenances, and all other components specified herein. 2. Individual data (or specification) sheets shall be provided for all components provided under this section. The purpose of these data sheets is to supplement the generalized catalog information provided by citing all specific features for each specific component (e.g., scale range, materials of construction, special options included, complete catalog number, etc.). Each component data sheet shall bear the component name and instrument tag number designation shown in the Drawings and Specifications. 3. Catalog information on a11 electrical devices furnished under this section. ~ 4. Shop drawings and catalog material for all control panels and enclosures. 5. Panel elementary diagrams of prewired panels. Diagrarns shall be ~ similar to those diagrams shown on the Drawings, but with the ~ addition of all switched analog signals and all auxiliary devices such , as relays, alarms, fuses, lights, fans, heaters, etc. 6. Interconnecting wiring diagrams, showing all component and panel terminal board identification numbers and external wire numbers. This diagram shall include all intermediate terminations between field elements and panels (e.g., terminal junction boxes, motor control centers, etc.). Diagrams, device designations, and symbols shall be in accordance with NEMA ICS 1-101. C. Communications: Reyuirements relating to communications between the alarm dialer and Modern Electric Water Company personnel. 1.7 INTENT OF DRAWINGS A. The electrical drawings show only general locations of equipment, devices, and raceways, unless specifically dimensioned. The Contractor shall be responsible for the proper routing of raceways, final sizing of conductors, and location of equipment and connections. The control diagrams for the equipment are diagrammatic and intended to show the desired operation. The Contractor shall install the controls exactly as shown unless this operation will cause failure of the equipment due to unique operating characteristics of the supplied equipment not known to the Engineer. The Contractor shall notify the Engineer of such conflicts within 30 days of the Contract award and receive written resolution before proceeding with the Contract work. Any damage to Contractor-supplied equipment arising due to improper control shall be the responsibility of the Contractor. PART 2 PRODUCTS 2.1 GENERAL A. Use of quality materials is of essence on this project. B. Unless otherwise indicated, provide all first quality, new materials and equipment, free from any defects, in first-class condition, and suitable for SPK33661.B 1 January 12, 1993 16005 3 ELECTRICAL _ , MODERN ELECTRIC WATER COMPANY 33661 A.SEA the space provided. Provide materials and equipment listed by UL wherever standards have been established by that agency. C. Where two or more units of the same class of material or equipment are required, provide products of a single manufacturer. Component parts of materials or equipment need not be products of the same manufacturer. . 2.2 STANDARD PRODUCTS A. Unless otherwise indicated, provide materials and equipment which are the standard products of manufacturers regularly engaged in the production of such materials and equipment. Provide the manufacturer's latest standard design that conforms to these Specifications. 2.3 EQUIPMENT FIIVISH A. Provide materials and equipment with manufacturer's standard finish system. Provide manufacturer's standard finish color, except where specific color is indicated. If manufacturer has no standard color, finish equipment with ANSI No., 61, light gray color. 2.4 OUTDOOR EQUIPMENT A. Equipment and devices to be installed outdoors or in unheated enclosures shall be capable of continuous operation within an ambient temperature range of -30 degrees F to 120 degrees F. 2.5 SERVICE ENTRANCE A. Service entrance section shall be as indicated on the Contract Drawings, conforming to the requirements of the power company, national and local electrical codes. Shop drawings shall be submitted to the Engineer and the power company for approval. 2.6 CONTROL PANELS A. General: l. Unless otherwise approved by the Engineer, a11 panels shall be constructed with external dimensions as shown on the Drawings. Instrument arrangement shall be as shown, with minor modifications as may be required for the particular equipment furnished. Modifications sha11 be subject to the approval of the Engineer. 2. All panels shall be completely fabricated, instruments installed and wired before shipment to site. 3. Each control panel provided shall have a UL label stating "suitable for use as an industrial control panel." B. Environmental Requirements: The panels shall be designed for continuous operation in an "Outside" environment. C. Temperature Control: Panels shall be sized to adequately dissipate heat generated by equipment mounted inside or in the panel face. SPK33661.B 1 lanuary 12, 1993 16005 4 ELECTRICAL MODERN ELECTRIC WATER COMPANY 33661 A.SEA D. Corrosion Control: All panels shall be protected from internal corrosion by the use of c orros ion-inhi biting vapor capsules as manufactwed by Northern Instruments Model Zerust VC; Hoffman Engineering Model A-HCI; or approved equal. E. Panel Construction: 1. Panels shall be enclosures conforming to the requirements of the National Electrical Manufacturer's Association as follows: a. Outside: NEMA 3R. 2. In addition to the NEMA standards, the panels shall conform to the following requirements, unless otherwise noted: a. Minimum metal thickness shall be 14-gauge. b. All doors shall be rubber-gasketed with continuous 316 stainless steel hinge. c. Wherever practical, enclosures shall be a manufactured item, Hoffman, Carlon, or approved equal. F. Control Panel Painting: 1. All panels fabricated from steel shall have their internal and external surfaces prepared, primed, and painted. Sandblast panel and remove all mill scale, rust, grease, and oil. Fill all imperfections and sand smooth. Paint panel interior and exterior with one coat of epoxy coating metal primer, two finish coats of two-component type epoxy enamel. Sand surfaces lightly between coats. Dry film thickness shall not be less than 3.0 mils. Touch up panel after installation. 2. Panels fabricated from stainless steel or plastic shall not be painted. G. Nameplates: l. Machine engraved laminated black phenolic nameplates with white lettering shall be provided for internal and front panel mounted equipment. Nameplate engraving shall be as specified using 1/4-inch size lettering. Nameplates shall be attached to the panel with a minimum of two self-tapping Type 316 stainless steel sheet metal screws. The Contractor agrees that nameplate wording may be changed without additional cost or time if changes are identified in the review process. 2. Machine-embossed, adhesive-backed nameplates shall identify instruments, terminal boards, relays, fused terminal points, and circuit breakers inside panels. Prior to mounting adhesive nameplate, the intended mounting surface shall be cleaned with lacquer thinner or alcohol. Panel-mounted devices shall have nameplates identifying tag number on the inside of the panel. 3. Field mounted equipment nameplates shall be 16-gauge, 304 or 316 stainless steel with 1/4-inch high characters. Tag shall be affixed to instrument with stainless steel wire. 4. Contractor identification nameplates shall not be mounted on the exterior of any control panel. Interior mounting shall be acceptable. SPK33661.B 1 January 12, 1993 160)5 5 ELECTRICAL MODERN ELECTRIC WATER COMPANY 33661 A.SEA H. Control Panel Electrical: . • 1. Interior Panel Wiring: a. Power and control wiring shall be single conductor stranded copper Type MTW No. 16 AWG minimum. b. Wiring shall be supported independently of terminations by lacing to panel support structure or by slotted flame-retardant plastic wiring channels. Wiring channels shall comply with LTL 94, Type V- Wiring channel fill shall not exceed 40 percent of cross section area. c. Wiring shall be numbered and tagged at each termination. Wire tags shall be snap-on or slip-on PVC wire markers with legible machine printed markings and numbers. Handwritten markers are not acceptable. Adhesive or taped-on tags are not acceptable. d. Terminal blocks for panels shall meet the following requirements: 1) Provide sufficient tenninations to accommodate both present and future needs. Wire all spare or unused panel mounted elements to their panels' terminal blocks. Provide the greater of 20 percent of all connected terminals or four unused spare terminals. 2) Provide 300-volt screw clamp compression, dead front barrier type terminal blocks with current bar providing direct contact with wire between the compression screw and yoke. Provide yoke, current bar, and clamping screw constructed of high strength and high conductivity metal. Use yoke that guides all stands of wire into the terminal. Use current bar providing vibration-proof connection. Supply terminals that allow connection of wire without any preparation other than stripping. Rail mount individual terminals to create a complete assembly. Provide terminals constructed such that jumpers can be installed with no loss of space on terminal or rail. 3) Size all terminal block components to allow insertion of all necessary wire sizes and types. Supply terminal blocks with marking system allowing the use of preprinted or field-marked tags. Provide CSA certified and UL approved terminal blocks manufactured by Entrelec, Weidmuller, Ideal, Electrovert, or approved equal. e. Panels shall be provided with an isolated copper grounding bus for a11 signal and shield ground connections. This ground bus shall be grounded at a common signal ground point. The signal grounding system shall meet National Electrical Code requirements. 1) Each analog loop shall be grounded at a single point in the loop. This single point sha11 be at the location of the dc power supply for the loop. 2) Each analog loop shall have its wire shields connected to ground at a single point for the loop. f. Terminal blocks shall be color coded to differentiate between ac and dc circuits. 2. Signal Distribution Within Panels: a. 4 to 20 mA signals may be distributed within panels as 1 to SV signals. ~ SPK33661.B 1 January 12, 1993 16005 6 ELEC7RICAL , L I MODERN ELECTRIC WATER COMPANY 33661 A.SEA b. Signals distributed outside panels shall be isolated 4 to 20 mA signals. c. All signal wiring shall be twisted-shielded pairs. I. Power Distribution: 1. Each site will be provided with a 120/240V ac, 60-Hz feeder circuit as shown. At each site install conduit from the power pole to the meter base and main breaker as shown on the prints. The conductor from the power pole to the meter will be provided and installed by the local utility. 2. Provide a power panel with main termination lugs and a circuit breaker on each individual branch circuit distributed from the power panel as shown. Main breaker and branch breaker sizes shall be coordinated such that a fault in a branch circuit will trip only the branch breaker but not the main breaker. Provide the meter base, main breaker panel, and power panel as shown on the Drawings. 2.7 PANELBOARDS A. Building meter base and main breaker shall be UL approved. The panels shall be rainproof NEMA 3R enclosures rated for 1-phase, 120/240V ac service. The main breaker compartment sha11 be provided with a cover that has provisions for locking. B. Building branch circuit panelboards shall be circuit breaker type. The panels shall be provided with typewritten sheet installed on door, identifying the use of the branch circuits. Adjacent single-pole breakers shall be opposite potential. Panels shall be furnished with ground bus when bonding is required. 2.8 CIRCLTIT BREAKERS A. Furnish indicating type circuit breakers providing ON/OFF and TRIPPED positions of the operating handle. Furnish bolt-on thermal-magnetic, quick- make, quick-break circuit breakers which are noninterchangeable in accordance with the NEC. Do not use tandem or dual circuit breakers in normal single-pole spaces. Do not use single-pole circuit breakers with handle ties where multipole circuit breakers are indicated. Use multipole circuit breakers designed so that an overload on one-pole automatically causes all poles to open. Provide circuit breakers meeting requirements of UL and NEMA AB 1. 2.9 CONDUITS A. Rigid Steel Conduit (RGS): Use rigid steel conduit, including threaded type couplings, elbows, nipples, and other fittings, galvanized by hot-dipping, electroplating, sherardizing, or metalizing process and meeting the requirements of ANSI C80, NEMA FB 1, UL, and the NEC. B. PVC Conduit: Use rigid PVC conduit, Schedule 40, LTL listed for concrete encased, underground direct burial, concealed and direct sunlight exposed use, and UL listed and marked for use with conductors having 90 degrees C insulation. Use conduits, couplings, elbows, nipples, and other fittings SPK33661.B 1 January 12, 1993 16()05 7 ELEC1'RICAL MODERN ELEG'I'RIC WATER C[7M.PANY 33661 A.S£A meeting the requirements of NEMA TC 2 and TC 3, Federa1 Specification W-C-1 094, UL, NEC, and ASTN1 specified tesks for the intended use. C. Flexible Metal Condurt: LJse LJL listed liquid-tight flexibIe metal Conduit consisting of galvanized steel flexible conduit cav~~~d with an ext-uded 1'VC jacket and terrninated vvith nylan bushings or bushings with steel or malleable iron body and insulated throat and seauling 0-ring. 2.10 COhrDUCTORS A. A11 canductors shall be anneaIed copper, exeept where indicated as aluminum on the Drawings. VVire size No. 8 AWG and larger shall be stranded. 1. Insulatian: Tn raeeway system use Type THW or XHffW thermoplastic jacketed 75 degrees Cinsulated wire. Canductars urith higher temperature rated insulation may be used if the Contractor desires, but the capacity must be lirnited to that allowed by UL and the NEC fOT use with devices rated at 75 degrees C. 2. Sizes: No wire srnaller tnan siz+e No. 12 AWG shall be installed far tigntirng, receptacles, or other circuits unless atherwise noted. 3. Wire Co1or Identificatian. Neutral wire white; live wire black and red an 1201240-valt system, 4. Fixture Cannectian: Circuit wiring connec#i+ans to fixture wire shall be made with pressure type solderless conne,ctors. Buchanan, Scvtch- lock, Wing Nut, or approved equa.l, camplete with insulator and security ring. 5. Signal V4"iring: A►nalog signal cables shall be separated frorn power and cvntrol within apane1 and shall cross at right angles where necessary. Signal ca6l+e sltall be Nv, lb AWG, 7x 28 strautded copper twisted shielded pair or triad with a 100 percent, aluminurn-polyester shield, rated 60 degrees C. For panels containing +circuits less than 300 volts, signal cable shall be rated 300V minirnum and shall be Belden Tyge 8762 or 8772 or approved equal. For panels contarning circuits of 300 to 600 volts, signal cable shall be rated at 600 vvlts and sha]1 be Belden No. 16 A4iVG Type 87~~or 8618 or a.pprvved equal. 2,11 TERI'viINAL BLOCI{S A. Provide terrninal blocks for terminatian af all contrvl circuits leaving or entering equipment, panels, or boxes. Ternninal blacks sha,11 be compression screvv clamp type wizh current bar providing direct contact with wire and yoke. Yokes and clamping scrervs shall be zinc-plated hardened steel. Individual terminals shall be rait mounted to create acomplete assembly. Units shaIl be UIl approved, CSA certified, and rated ior 600V ac and currents as require+d. 2.12 F[JSHBUTT[]NS, INDICATING I.IGH7'S, AND SELECTOR SV'VTTCH A. For nonha.zardous, indoor, dry lvcativns,, including motor contral centers, cQntrol panelsa and inciividual stations, pirovide heavy-duty► oiltight push=to- . test type pushbuttvns, indicating Iights, selectnr switehes, and stations for these devices. Utilize General Electric Type CR 2940, or equivalent by Square D, Cutler-Harnrrrer, or approved equal. SFK3366I.B ] January 12, 1993 1 6005 8 ELEG'TRICAL MODERN ELECTRIC WATER COMPANY 33661 A.SEA B. Provide devices meeting the requirements of NEMA 1CS, and having individual, extra large nameplates indicating their specific function. Provide pushbutton stations with laminated plastic nameplates indicating the drive they control. Install provisions for locking pushbuttons and selector switches in the OFF position wherever lockout provisions are indicated. 2.13 CONTROL SYSTEM COMPONENT SPECIFICATIONS A. F18 Flow Element and Total i zer/Tran smitter, Propeller: 1. General: a. Function: Measure flow rate of overflow water. b. Type: Flanged tube meter paddle wheel impeller. 2. Service: a. Fluid: Water. b. Pressure: 150 psi standard. c. Temperature: 175 degrees F inaximum. d. Flow Direction: Unidirectional measurement. 3. Performance: a. Linearity and Repeatability: Plus or minus 1 percent. b. Accuracy: Plus or minus 2 percent of range. c. Mounting: 1) Type: Flanged. 2) Materials: Brass. d. Line Size: As noted. e. Process Connections: 2-inch NPT, full bore gate valve (for hot tap connection), with removable installation tool attachable to the sensor. 4. Totalizer: a. Type: Six-digit, nonreset. b. Unit Digit Value: As noted. 5. Indicator: a. Type: Analog display. b. Scale Range: As noted. 6. Transmitter: a. Type: Four-wire, requiring external 120V ac power supply. b. Signallnterface: 1) Output: 4 to 20 mA dc. c. Enclosure: ] ) Type: NEMA 4. 7. Manufacturer: a. Sparling Model No. 102 meter with No. MT-112 flow tube. b. No exception. B. K20 Relay, Time Delay: 1. General: a. Function: Adjust time delay for discrete control logic. b. Type: Electropneumatic. 2. Performance: a. Set Point: Initial setting as noted. b. Set Point Range: As noted. c. Repeatability: Plus or minus 10 percent over operating range. d. Temperature, Operating: Minus 20 to plus 165 degrees F ambient. SPK33661.131 lanuary 12, 1993 16005 9 ELECTRICAL MODERN ELECTRIC WATER COMPANY 33661A.SEA e. Response Time: 0.1 seconds maximum. f. Life: 10,000,000 mechanical operations, 100,000 operations under full resistive load. 3. Features: a. Time Delay Rangeability: 10:1 minimum. b. Adjustment: Integral knob with calibrated scale. c. Action: Time delay on energization unless otherwise noted. + 4. SignalInterface: a. Coil Operating Voltages: 120V ac at 60-Hz. b. Contacts: Rated l0A at 120V ac; number and arrangement as noted. 5. Enclosure: a. Type: Dust-tight unless otherwise noted. b. Mounting: Surface, vertical. 6. Manufacturer: Amerace Coip., Control Products Div., Agastat, Series 7400. C. P9 Pressure Transmitter, Electronic: 1. General: a. Function: Measure pressure and transmit signal proportional to pressure or level. b. Type: Electronic variable capacitance, two-wire transmitter. 2. Performance: a. Range: As noted. b. Maximum Adjustable Range: Such that the noted range shall lie between 40 percent and 80 percent of the maximum adjustable range. c. Accuracy: Plus or minus 0.25 percent of calibrated span. d. Temperature: Minus 20 degrees F to plus 200 degrees F, minimum. 3. Features: a. Type: Gauge pressure, unless otherwise noted. b. Damping: Fluid or electronic type with adjustment. c. Indicator: With scale range as noted. d. Suppressed or Elevated Zero: As noted. e. Materials: Wetted parts including process flanges and drain/vent valves, 316 stainless steel, unless otherwise noted. f. Wetted O-Rings: Viton, unless otherwise noted. g. Housing: Modular with separate compartments for electronics and field connections. h. Fill Fluid: Silicone, unless otherwise noted. 4. Signal Interface: 4 to 20 mA dc output for load impedance of 0 to 500 ohms minimum without load adjustment with 24V dc supply. 5. Enclosure: a. Type: NEMA 4X, unless otherwise noted. b. Mounting: Pipe or wall as noted. Provide brackets with Series 300 stainless steel bolts. 6. Manufacturers: a. Gauge Pressure Units: 1) Rosemount, Alphaline, Model 1151 GP. 2} Foxboro, Model 821 G. SPK33661.B 1 January 12, 1993 16005 10 ELECTRICAL MODERN ELECTRIC WATER COMPANY 33661 A.SEA D. S 15 Recorder, Large Case, Circular Chart: 1. General: a. Function: Continuously record process variables. b. Type: Large case, multipoint, circular. c. Parts: Recorder and expendables. 2. Performance: a. Range: As noted. b. Accuracy: Plus or minus 0.5 percent of span. c. Repeatability: Plus or minus 0.25 percent of span. 3. Features: I a. Number of Pens: One, unless otherwise noted. b. Recorded Data Lifetime: Permanent. c. Chart Speed: 117th revolution per day, unless otherwise noted. d. Chart Diameter: 12-inch nominal. e. Pen Damping: Adjustable. 4. Signal Input: 4 to 20 mA dc. 5. Enclosure: a. Type: Large case; nominal 14 inches wide, 18 inches high, 5 inches deep. b. Mounting: Wall or panel, as shown. 6. Power: 120V ac, 60-Hz, unless otherwise noted. 7. Expendables: Provide 1-year supply of chart paper and pens for each recorder at noted chart speed. 8. Manufacturers: a. Fischer & Porter, Series 51-1102DB. b. Foxboro, Series 40PR. c. Combustion Engineering, Taylor Instrument, Fulscope, Series ER/C. E. S27 lndicator, Digital Panel: 1. General: a. Function: Display analog signal. b. Type: 7-segment digital, horizontal edgewise. 2. Performance: a. Range: As noted, engineering units as noted. b. Accuracy: Plus or minus 0.1 percent full scale. c. Temperature, Operating: 32 to 120 degrees F. 3. Features: a. Digits: 3-1/2; 0.43-inch high minimum; 7-segment LED, gas plasma, or vacuum fluorescent. b. Decimal Point: Field selectable. c. Input Impedance: 100 ohms maximum. d. Service Legend: Permanent, display of engineering units. e. Response Time: 1 second maximum to 0.1 percent accuracy. 4. Signal lnterface: 4 to 20 mA dc. 5. Enclosure: a. Type: NEMA 1. b. Mounting: Panel; approximately 2-inch high, 4-inch wide, 5-inch deep. 6. Power: 120V ac, 50/60-Hz unless otherwise noted. SPK33661.B 1 January 12, 1993 16005 11 ELECTRICAL MODERN ELECTRIC WATER COMPANY 33661A.SEA 7. Manufacturers: a. Action Instruments, Model V508. b. Analogic, Measurometer Series, Model PI-2455 or PI-4455. c. Moore Industries, Model DSM. F. S60 Indicator, Digital with Alarm Output: l. General: a. Function: Display process variable. b. Type: Digital. c. Parts: Indicator and enclosure. 2. Signallnterface: a. PV Input: 4 to 20 mA dc; external resistor. b. Discrete Outputs: As noted. 3. Enclosure: a. Mounting: Case; slideout panel mount. b. Size: 1/8 DIN. c. Case: Molded plastic. 4. Power: 120V ac, 60-Hz. 5. Manufacturer: YEW (Yokogawa) Model UM{)4. G. S61 Indicator, Digital with Alarm Output: 1. General: a. Function: Display process variable. b. Type: Digital. c. Parts: Indicator and encloswe. 2. SignalInterface: a. PV Input: 4 to 20 mA dc; external resistor. b. Discrete Outputs: As noted. 3. Enclosure: a. Mounting: Case; slideout panel mount. b. Size: 1/4 DIN. c. Case: Molded plastic. 4. Power: 120V ac, 60-Hz. 5. Manufacturer: YEW (Yokogawa) Model UMOS. H. Y 10 Telephone Alarm System: 1. Manufacturer: Microtel Model MCS 250/REAL VOICE. ~ 1. ZS Key Switch: Shall be manufactured by Schlage and keyed to match the entry lock. Two separate contact closures shall be possible. With the key in the 9 o'clock position, one closure is made. By turning the key ! clockwise from the 9 to 3 o'clock position, the other closure is made. The key shall be removable from either the 9 or 3 o'clock position. J. ZS Door Switch: 1. Manufacturer: General Electric Model GE C9440. SPK336613 1 January 12, 1993 16005 12 ELECTRICAL MODERN ELECTRIC WATER COMPANY 33661 A.SEA 2.14 LIGHTING FIXTURES A. Provide fixtures as shown on the Contract Drawings, with proper hangers, pendants, canopies, lamps, etc. necessary for complete installation. Use only UL listed luminaries. 2.15 RECEPTACLES A. Provide UL listed, specification grade receptacles meeting NEMA WD 1 performance standards and Federal Specification W-C-596 and having a contact arrangement such that contact is made on two sides of each inserted blade without detent. Use two-pole, three-wire grounding type receptacles rated 20 amps, 125 volts, NEMA Configuration 5-20R and with screw type wire terminals suitable for No. 10 AWG. Provide phenolic composition bases colored ivory. 2.16 SWITCHES A. Provide UL listed, specification grade, totally enclosed, ac type, quiet tumbler switches meeting NEMA WD 1 performance standards and Federal Specification W-S-896E, and capable of control of 100 percent tungsten filament and fluorescent lamp loads. Use switches rated at 24 amps, 120/277 volts. Provide operating handles colored ivory. Use switches with screw terminals. B. All GFCI receptacles shall be UL rated for the application. 2.17 BOXES A. Provide boxes not less than 2 inches deep, unless shallower boxes are required by structural conditions. Do not use box extensions to provide wiring space required by the NEC. B. Where larger boxes are required, use boxes of code gauge, galvanized steel with full access screw covers mounted with corrosion-resistant machine screws. C. Where larger cast metal boxes are required, use neoprene gasketed, watertight boxes with cast metal covers, stainless steel screws, and drilled and tapped conduit entrances. 2.18 COVER PLATES A. Provide plates fitting closely and tightly to the box on which they are to be installed. On surface-mounted boxes, provide plates which do not extend beyond the sides of the box unless the plates do not have sharp corners or edges. B. Provide metal cover plates with smooth rounded corners and with metal mounting screws. C. Where weatherproof devices are indicated, provide a gasketed, weatherproof, cast metal, stainless steel or fiberglass reinforced plastic (FRP) cover plate with individual cap over each opening, and stainless steel mounting screws. Plates shall have caps held by sta.inless steel springs. SPK33661.B 1 January 12, 1993 16005 13 ELECTRICAL MODERN ELECTRIC WATER COMPANY 33661A.SEA 2.19 CONTROL SYSTEM ELECTRICAL TRANSIENT PROTECTION A. General: All electrical and electronic elements of the Control System shall be protected against damage due to electrical transients induced in ~ interconnecting lines from lightning discharges and nearby electrical systems. ~ B. Manufacturer's Requirements: All surge suppressor devices shall be manufactured by a company that has been normally engaged in the design, development, and manufacture of such devices for at least 5 years. C. Suppressor Locations: As a minimum, provide surge suppressors at the following locations: l. At any connections between ac power systems and the Control System electrical and electronic equipment, including all consoles, panels, assemblies, and field mounted analog transmitters and receivers. 2. At the field and panel, console, or assembly connections of all analog signal circuits that have any portion of the circuit extending outside of a protecting building. D. Surge Suppressor Assemblies for 120-Volt ac Power Supply Connections: Surge suppressors for connections to ac power supply circuits shall be assemblies that: 1. Are provided with two 3-terminal barrier terminal strips capable of - accepting No. 12 AWG solid or stranded copper wire. One terminal strip shall be located on each end of the suppressor unit. 2. Are epoxy encapsulated within a nonflammable phenolic enclosure with provision for mounting to interior of equipment racks, cabinets, or to the exterior of freestanding equipment. Epoxy encapsulation shall be flame retardant. 3. Are constructed as multistage devices. The first stage shall be a high energy metal oxide varistor element. The second stage shall consist of fast-acting high power bipolar silicon avalanche devices. First and second stages shall be interconnected through a series air core inductor of sufficient current-carrying capacity to permit a continuous operating current of 15 amperes. Inductors having ferrous or other high permeability core materials are not acceptable. Suppressor assemblies sha11 be the automatic recovery type. 4. Meet or exceed the following performance criteria based on a test surge wave shape with an 8-microsecond rise time and a 20-microsecond exponential decay time: a. Minimum Operating Voltage: 130V ac b. Maximum Breakdown Voltage: 150V ac c. Maximum Operating Current: 15 amps d. Response Time: 5 nanoseconds e. Peak First Stage Surge Current: 20,000 amps f. Maximum First Stage Clamping Voltage: 350 volts g. Maximum Second Stage Clamping Voltage: 210 volts h. Pulse Life Before Failure: 2,000 occurrences . i. Ambient Temperature Range: -20 degrees C to +85 degrees C 5. Shall be T.I.I. Series, or approved equal. SPK33661.B 1 January 12, 1993 16005 14 ELECTRICAL MODERN ELECTRIC WATER COMPANY 33661A.SEA E. Surge Suppressors for Analog Signal Connections: Surge suppressors for analog signal circuits shall: 1. Have four lead devices with a threaded mounting/grounding stud. 2. Have a circuit consisting of a 3-electrode gas tube and silicone avalanche devices to clamp each line to ground. High energy gas tube and silicone avalanche devices shall be separated by a series impedance. 3. Be epoxy encapsulated with a nonflammable phenolic enclosure. Epoxy encapsulation shall be flame retardant. 4. Limit line-to-ground and line-to-line voltage to 30 volts on 24V dc circuits. 5. Meet or exceed the following performance criteria based on a test surge wave with 8-microsecond rise time and 20-microsecond exponential decay time: a. Recovery: Automatic b. Peak Surge Current: 10,000 amps c. Pulse Life Before Failure: 100 occurrences d. Response Time: 5 nanoseconds e. Minimum Voltage Clamp Rating: 30 volts f. Series Impedance: 24 ohms total g. Temperature Range: -20 degrees C to +85 degrees C h. Operating Voltage: Less than 30V dc , i. Operating Current: 4 to 20 mA dc j. Resistance Line-to-Ground: Greater than 1 megohm 6. Be T.I.I. Industries Model TII340TA30; or approved equal. F. Grounding: Surge suppressor grounding shall be in accordance with manufacturer's recommendations. 2.20 BACKFILL MATERIAL FOR CONDUIT ZONE A. The conduit zone shall include full trench width from a point 4 inches below the bottom of the conduit to a point 4 inches above the top of the conduit. B. Backfill material for the conduit zone shall be natural material from the trench excavation, structural excavation, or site grading, with a maximum particle size of 1/4-inch and free from organic matter, roots, construction debris, and excessive fines. Tamp and compact the conduit zone material to 90 percent relative compaction as defined in Section 02200, EARTHWORK. 2.21 BACKFILL MATERIAL ABOVE CONDUIT ZONE OR ABOVE DUCT BANKS A. Provide backfill material meeting the requirements of Section 02200, EARTHWORK, for above the conduit zone of direct burial conduit. PART 3 EXECUTION 3.1 GENERAL A. Craftsmanship is of essence in the work of this project. SPK33661.B 1 January 12, 1993 16005 15 ELECTRICAL MODERN ELECTRIC WATER COMPANY 33661 A.SEA B. Install materials and equipment in a workmanlike manner utilizing craftsmen skilled in the particular trade. Provide work which has a neat and finished appearance. ' C. Coordinate electrical work with Engineer and work of other trades to avoid conflicts, errors, delays, and unnecessary interference with operation of the . plant during construction. I D. Check the approximate locations of light fixtures, electrical outlets, equipment, and other electrical system components shown on Contract Drawings for conflicts with openings, structural members, and components of other systems and equipment having fixed locations. In the event of conflicts, consult the Engineer. The Engineer's decision shall govem. Make modifications and changes required. 3.2 CONTROL SYSTEM TECHNICAL REQUIREMENTS A. These are functional specifications defining the performance requirements of the Control System. The related Contract Drawings are diagrammatic in nature and -are intended to supplement and clarify the functional requirements of the system. The Contractor shall complete the detail design of the system based on these Drawings and Specifications. B. The Contractor shall provide all of the functions shown on the Contract Drawings and described herein. Major equipment items are specified; however, all items of materials and equipment, whether indicated or not, that are necessary to effect the required Loop performance shall be provided. C. The design of the Control System is based on the first named manufacturers of the equipment, and materials specified. Should proposed items require different installations, wiring and raceway enclosures, and accessories. D. Whenever any material, article, device, product, or fixture is indicated or specified by patent or proprietary name, by name of manufacturer, or by catalog number, such specifications are for the purpose of establishing a standard of quality and describing the material or item. Unless otherwise noted, this procedure is not to be construed as eliminaring from competition other products of equal or better quality by other manufacturers where their product is fully suitable in design. Unless otherwise noted, such reference shall be deemed to be followed by the words "or approved equal". Where only the single specified item is acceptable, it will be so indicated by the words "no exceptions". The decision relative to the acceptability of each item shall be solely by the Engineer. 3.3 CONTROL SYSTEM LOOP SPECIFICATIONS A. General: The Contractor shall provide all of the functions described hereinafter for each loop. Major equipment items are specified for each loop; however, the Contractor shall provide a11 items of equipment, whether indicated or not, that are necessary to effect the required loop performance, at no additional cost. SPK33661.81 January 12, 1993 16005 16 ELECTRICAL MODERN ELECTRIC WATER COMPANY 33661A.SEA B. Format: 1. Each Loop Specification is written with subheadings FUNCTIONS and COMPONENTS. 2. The FUNCTIONS subheading specifies the functional performance of the loop and includes an abstract of the functions of any interlocks to be provided by the PICS Supplier. 3. The COMPONENTS subheading specifies the major components to be provided for the Loop. Each component is identified by three pieces of information. The left-hand column specifies the tag number, the middle column the component identification code, and the right-hand column the component name and options. a. Tag Numbers: A short-hand tag number notation has been used throughout these Specifications. Consider the following example: FIT-101 Notation Explanation FIT ISA designation: Flow Transmitter 101 Loop number b. Component Identification Code: This is an alphanumeric code that is used to identify the applicable Component Specification included under Article COMPONENT SPECIFICATIONS. c. Component Name and Options: The applicable component name is listed along with any options required to tailor the general Component Specifications to the specific application. RESERVOIR 1 Hardware Requirements: The Contractor shall provide and install at the Reservoir 1 site a new NEMA 3R control panel as shown on the Drawings. The Contractor shall install a flowmeter as shown on the Drawings that will output a 4 to 20 mA current signal. This current signal will provide flow indication to a panel-mounted digital indicator with alarm output, which will alarm upon flow through this line. The Conuactor shall install a pressure transmitter on the discharge line of the reservoir near the bottom of the reservoir tank. This transmitter will provide level indication of the tank to a circular chart recorder and panel-mounted digital indicator with alarm output. The Contractor shall install a position switch on the entry door that will initiate a timer relay. This timer relay will time for a predetennine d period of time and then alarm. During this timing period the timer will be expecting a contact closure from a panel- mounted key switch that will disable the intrusion alarm. The Contractor shall install on the discharge line at the bottom of the water tower a pressure transducer that will provide pressure indication to a panel-mounted digital indicator. SPK33661.B 1 January 12, 1993 16005 17 ELECTRICAL MODERN ELECTRIC WATER COMPANY 33661 A.SEA The Contractor shall install an alarm dialer that will accept the previously mentioned alarm inputs and in turn alarm over a telephone communications line. This alarm dialer ' shall be equipped with an internal power failure alarm. ~ The Contractor shall coordinate with the telephone company and the Owner for the installation of the alarm dialer telephone communications line to facilitate communications between the reservoir and the headquarters building. ~ The following is a list of major components required for this reservoir: Overflow FY-1 F18 Flow Element and Totalizer/Transmitter, Propeller: Pipe Size: 12-inch. Pressure Raring: 150 MPR. Flow Range: 0-10,000 gpm. Output Scale Range: 4-20 mA. FI/FS-1 S60 Digital Indicator with Alarm Output: Input Range: 4-20 mA dc. Scaling: 0-10,000 gpm. Alarm Set Points: AL1: > 0 gpm. AL2: Not used. Tank Level LT-l P9 Pressure Transmitter, Electronic: Unit Range: 0-432 inches H20 (0-15.59 psig). Mounting: Pipe. CIR-l S15 Recorder, Large Case, Circular Chart: Chart Speed: 1/1 rev/day. Scale Range: LI/LSH/LSL/LSLL-1 S61 Indicator, Digital with Alarm Output: Input Range: 4-20 mA dc. Scaling: -1 to 36 feet H.O. Alarm Set Points: AL 1: <2 feet H20 LSLL. AL2: <4 feet H20 LSL. AL3: >30 feet LSH. AL4: Not used. Intrusion Alarm ZS-1 Key Switch: ZS-1 Door Limit Switch: I-1 K24 Relay, Time Delay: Time Delay: 2 minutes. SPK33661.B 1 January 12, 1993 16005 18 ELEC'TRICAL MODERN ELECTRIC WATER COMPANY 33661A.SEA Line Pressure PT-1 P9 Pressure Transmitter, Electronic: Unit Range: 0-70 psig. Mounting: Pipe. PI-1 S27 Indicator, Digital Panel: Scale Range: 0-70 psig. Line Power: 120V ac. lnput: 4-20 mA dc. Alarmin2 Dialer Y10 Telephone Alarm System, with battery backup and power failure monitoring; alarm message configured with assistance from Owner. RESERVOIR 7 Hardware Requirements: The Contractor shall provide and install at the Reservoir 7 site a new NEMA 3R control panel as shown on the Drawings. The Contractor shall install a flowmeter as shown on the Drawings that will output a 4 to 20 mA current signal. This current signal will provide flow indication to a panel-mounted digital indicator with alarm output, which will alarm upon flow through this line. The Contractor shall install a pressure transmitter on the discharge line of the reservoir near the bottom of the reservoir tank. This transmitter will provide level indication of the tank to a circular chart recorder and panel-mounted digital indicator with alarm output. The Contractor shall install a position switch on the entry door that will initiate a timer relay. This timer relay will time for a predetermined period of time and then alarm. During this timing period the timer will be expecting a contact closure from a panel- mounted key switch that will disable the intrusion alatm. The Contractor shall install on the discharge line at the bottom of the water tower a pressure transducer that will provide pressure indication to a panel-mounted digital indicator. The Contractor shall install an alarm dialer that will accept the previously mentioned alarm inputs and in turn alarm over a telephone communications line. This alann dialer shall be equipped with an internal power failure alarm. The Contractor shall coordinate with the telephone company and the Owner for the installation of the alarm dialer telephone communications line to facilitate communications between the reservoir and the headquarters building. I I SPK33661.B 1 January 12, 1993 16005 19 ELECTRICAL MODERN ELECTRIC WATER COMPANY 33661 A.SEA The following is a list of major components required for this reservoir: Overflow , FY-7 F18 Flow Element and Totalizer/i'ransmitter, Propeller: Pipe Size: 10-inch. , Flow Range: 0-7,000 gpm. Scale Range: 4-20 mA. FI/FS-7 S60 Digital Indicator with Alarm Output: Input Range: 4-20 mA dc. Scaling: 0-7,000 gpm. Alarm Set Points: AL 1: > 0 gpm. AL2: Not used. Tank Level LT-7 P9 Pressure Transmitter, Electronic: Unit Range: 0-432 inches H20 (0-15.59 psig). Mounting: Pipe. CIR-7 S 15 Recorder, Large Case, Circular Chart: Chart Speed: 1 /7 rev/day. Scale Range: LI/LSH/LSL/LSLL S61 lndicator, Digital with Alarm Output: Input Range: 4-20 mA dc. Scaling: -1 to 36 feet H2O. Alarm Set Points: AL 1: <2 feet H20 LSLL. AL2: <4 feet H20 LSL. AL3: >30 feet H20 LSH. AL4: Not used. Intrusion Alarm ZS-7 Key Switch: ZS-7 Door Limit Switch: I-7 K20 Relay, Time Delay: Time Delay: 2 minutes. Line Pressure PT-7 P9 Presswe Transmitter, Electronic: Unit Range: 0-70 psig. Mounting: Pipe. PI-7 Indicator, Digital Panel: . ' Scale Range: 0-70 psig. Line Power: 120V ac. Input: 4-20 mA dc. SPK33661.131 January 12, 1993 16005 20 ELECTRICAL MODERN ELECTRIC WATER COMPANY 33661 A.SEA AlarminQ Dialer Y10 Telephone Alarm System, with battery backup and power failure monitoring; alarm message configured with assistance from Owner. 3.4 PROTECTION DURING CONSTRUCTION A. Throughout this Contract, provide protection for materials and equipment against loss or damage in accordance with provisions elsewhere in these Contract Documents. Protect everything from the effects of weather. Prior to installation, store items in clean, dry, indoor locations. Store in clean, dry, indoor, heated location items subject to corrosion under damp , conditions, and items containing electncal insulation, such as transformers, conductors, motors, and controls. Energize all space heaters furnished with equipment. B. Following installation, protect materials and equipment from corrosion, physical damage, and the effects of moisture on insulation. Cap conduit runs during construction with manufactured seals. Keep openings in boxes or equipment closed during construction. Energize all space heaters furnished with equipment. 3.5 MATERIAL AND EQUIPMENT INSTALLATION A. Follow manufacturer's installation instructions explicitly, unless otherwise indicated. Wherever any conflict arises between manufacturer's instructions, codes and regulations, and these Contract Documents, follow Engineer's decision. Keep copy of manufacturer's installation instructions on the jobsite available for review at all times. 3.6 CUTTING AND PATCHING A. Lay out work carefully in advance. Do not cut or notch any structural member or building surface without specific approval of Engineer. Carefully carry out any cutting, channeling, chasing, or drilling of floors, walls, partitions, ceilings, paving, or other surfaces required for the installation, support, or anchorage of conduit, raceways, or other electrical materials and equipment. Following such work, restore surfaces neatly to original condition. Use skilled craftsmen of the trades involved. 3.7 CLEANING AND TOUCHUP PAINTING A. Keep the premises free from accumulation of waste material or rubbish. Upon completion of work, remove materials, scraps, and debris from premises and from interior and exterior of all devices and equipment. Touch up scratches, scrapes, or chips in interior and exterior surfaces of devices and equipment with finishes matching as nearly as possible the type, color, consistency, and type of surface of the original finish. I SPK33661.131 January 12, 1993 16005 21 ELECTRICAL MODERN ELECTRIC WATER COMPANY 33661A.SEA 3.8 CONDLTIT A. Use and install conduit in accordance with the following table: Area Conduit Exposed interior dry PVC-Coated R.igid Steel Exposed interior wet PVC-Coated Rigid Steel Exposed exterior wet RGS Direct buried PVC B. Provide all necessary sleeves and chases required where conduits pass through floors or walls, seal all openings and finish to match adjacent surfaces. C. Conduits entering cabinets, pull boxes, or outlet boxes shall be secured with double galvanized locknuts, one on inside and outside of box, and bushings. D. Conduit shall be sized in accordance with the NEC and shall be of such size and so installed that conductors may be drawn in without injury or excessive strain. E. Conduit Installation: 1. Installation Conduit Below Slab on Grade or Direct Buried: All electrical wiring shall be protected by a conduit system. No conduit system shall be installed horizontally within concrete slab on grade. For slab on grade construction, horizontal runs of rigid PVC or rigid steel shall be installed beiow the floor slab. Conduit passing vertically through slab on grade shall be rigid steel. Rigid steel conduits installed below slab on grade or direct buried shall be field wrapped with 0.010-inch thick pipe wrapping plastic tape applied with a 50 percent overlay, or shall have a factory-applied plastic resin, epoxy, or coal-tar coating system. Zinc coating may be omitted from rigid steel conduit, which has a factory-applied epoxy system. All joints shall be wrapped or coated. 2. Installing in Slabs Other Than 4n Grade: Conduits shall be installed as close to the middle of concrete slabs as practicable without disturbing the reinforcement. Outside diameter shall not exceed 1/3 of the slab thickness and conduits shall be spaced not closer than 3 diameters on centers except at cabinet locations where the slab thickness shall be increased as approved by the Engineer. 3. Changes in Direction of Runs: Changes in direction of runs shall be made with symmetrical bends or cast metal fittings. Field made bends and offsets shall be made with an approved hickey or conduit bending machine. Crushed or deformed raceways shall not be installed. Trapped raceways in damp and wet locations shall be avoided where possible. Care shall be taken to prevent the lodgment of plaster, dirt, or trash in raceways, boxes, fittings, and equipment during the course of construction. Clogged raceways shall be entirely freed of obstructions or shall be replaced. SPK33661.B1 January 12, 1993 16005 22 ELECTRICAL MODERN ELECTRIC WATER COMPANY 33661 A.SEA 4. Supports: Raceways shall be securely and rigidly fastened in place at intervals of not more than 10 feet with approved pipe straps, wall brackets, conduit clamps, conduit hangers, threaded C-clamps with retainers, or ceiling trapeze. 5. All conduit connections to electrical equipment inside the underground ' water utility vaults shall either be so routed or have sealoffs installed in them in order to prevent water, which may accumulate inside the conduits, from entering the electrical equipment. i 6. Expansion conduit fittings shall be installed in all vertical conduit risers prior to their attachment to the reservoir/tanks. This is to ensure that any tank settling does not break or bend the conduit. 3.9 GROUNDING A. All panelboard cabinets, equipment and enclosures, and the complete conduit system shall be grounded securely in accordance with pertinent sections of Article 250 of NEC. All electrically operated equipment shall be bonded to the grounding conduit system. Grounding shall include the grounding conductors shown on Contract Drawings and additional grounding as required above. 3.10 OUTLET AND JUNCTION BOXES A. Provide a box suitable for the conditions encountered at each outlet in the wiring or raceway system and sized in accordance with the NEC. B. Install boxes in a secure, substantial manner, supported independently of conduit attachment to the structure. Boxes embedded in concrete or masonry need not be additionally supported. Use galvanized mounting hardware in industrial areas. C. Install boxes for conduits below grade flush with finished grade. Boxes in paved areas, roadways, or walkways shall be boxes and covers suitable for the weights to which they may be subjected. 3.11 WIRING A. No wire shall be drawn into conduit until conduit system is complete. Lubricant shall be approved by wire manufacturer. B. All conductors entering or exiting the I&C control panel shall be terminated on a terminal block located inside the control panel. Terminations shall be made with ring type compression lugs. I 3.12 COLOR MARKINGS A. Where two or more conduits run to a single outlet box, each circuit shall be color coded as a guide in making connections. Colors shall be carried continuously throughout the system if more than one multiwire branch circuit is carried through a single raceway. All circuit conductors of the same color shall be connected to the same underground feeder conductor . throughout the installation. ~ SPK33661.131 January 12, 1993 16005 23 ELECTRICAL MODERN ELECTRIC WATER COMPANY 33661A.SEA 3.13 CIRCLJITS -A. Deviations from conduit runs will be permitted with the Engineer's approval. Combining circuits in single conduit is permitted with proper identification and wire size increase required by NEC. 3.14 CONNECTIONS TO EQUIPMENT A. Connections to valves shall be with flexible liquid-tight conduit in accordance with NEC. Obtain required information from the other trades and rough-in to meet requirements of said equipment. No allowance will be made for failure to comply with obtaining complete information from other trades. 3.15 LIGH?ING FIXTURES A. Furnish and install all lighting fixtures, complete with lamps and accessories, as indicated. Substitutions will be permitted only with prior written approval of the Engineer. 3.16 TOUCHUP A. After the equipment is installed, touch up any scratches, marks, etc., incurred during shipment or installation of equipment as specified in Section 09900, PAINTING. PART 4 TESTS 4.1 GENERAL A. Carry out tests specified hereinafter and as indicated under individual items of materials and equipment specified in other sections. 4.2 OPERATIONS ' A. After the electrical system installation is completed and at such time as the Engineer may indicate, conduct an operating test for approval. Demonstrate that the equipment operates in accordance with the requirements of these Specifications and Contract Drawings. Perform the test in the presence of the Engineer or his authorized representative. Furnish all instruments and personnel required for the tests. The Owner will furnish the necessary electric power. 4.3 VOLTAGE A. When the installation is essentially complete and the plant is in operation, check the voltage at the point of termination of the power company supply system to the project. Check voltage amplitude and balance between phases for loaded and unloaded conditions. B. At the request of the Engineer, record the supply voltage for 24 hours during a normal working day. SPK33661.B 1 January 12, 1993 16005 24 ELECTRICAL MODERN ELECTRIC WATER COMPANY 33661 A.SEA 4.4 EQUIPMENT LINE CURRENT A. Check the line current in each phase for each piece of equipment. If the power company makes adjustments to the supply voltage magnitude or balance, make the line current check after the adjustments are made. If any phase current in any piece of equipment is above the rated nameplate current, determine and submit in writing to the Engineer the cause of the problem. END OF SECTION I SPK33661.B ] January 12, 1993 16005 25 ELECTRICAL j GS ROUND 11111111111110100 ~ - T~ N WEDULEA RE E I#1 I . ~ HEDULE B F~ # . ~ H~QULE EXI T~~I RE ERV # M L~ N AN~ ~I P EHDUL D- AND DI P AL ~ r ~ o un~ as ~n on ~ ~ For Informati~n Regarding 7his Project Contact, D~u Smith 9 CH2M HILL ~~ar~u~ ~ ~os 7a~-~aoo JANUARY 1993 ~ . 5PfC3M61 B1 , !lDEX TO DRAYIfNOs • ~T N0. TRLE 1 TRLE ~FFEET, LOCATION MAP AI~ I~DEX *0 DRAWIrOs ~ ! AMREYIATION~, LEOE~D MD DETAL~ a ert~ ~ nNO ~HO - ~s~voa ~ 4 FOU~ATION PLAN APD F~dERYOii ~E1IATION - F~eFAYOii t 6 DEI~AAOU'TION PLAN - REaERYOii 1 1 81TE PLAN AhD PPN~10 - REBEAVOii 7 ~ LMDBCJIPE APD i11~AT10N PLAN - i~8ERY0N 7 0 FOU~DATqN PI.AN AI~1D ELEVATION - iIEaERY0i1 I o ~ - ~ JANUARY 1993 a er~wo~c oe~rn~a f1 YAi~ PPNO DETAL.S f~ 8fTlWOFr( AI~ PPNO DETAI.~ ~ TYPICAL REBERVOii ROOF MD SOTTOhI PLANS u rnic~ ~s~voA aecnoNe ~ nr~ca. r~e~voA arnucn~ o~ua ~e u►~cac~ ~rrc ~noN o~~n.e - ~vo~ ~ n P~ snE ~s - aECT~ -~ee~voAa ~ iu~c r s 1d I MD C SYBTEM FIArCT10N SLOCK DIAORAI~ rt H r - ~ e men helrmen ~ aFCrnc~ ua~rNO iuc ca~ax~r ~e D w e e treue~ Y ~ aECTwc~ ~ur~ u~c nr~c~u wwNO ouoa~e -~rroA ~ ~ Im 8 r ou ekl, ~ a~ctwc~u o~~ue D ~ RI r ou de ~ ~ aEC~c~u c~~e ~.ocnno~ D~EC'T CAT10N H nk rln I e e da sPO~c~ ~ ~ ftb MI he I ceBkr ee ~ aw coOLIR aALEM a..Y +~o - ~ ~ enny opp 1!lION AY! !ff! _ , . ~ ~ al endr ~ 3 Y e NIOADwAY AYE H ■.E01110 ATe100. MQ ~IYOII ~f ~ MIA4R ArE ~ ~ ~ ~ 0 ~ ~ p p l. a [ • ~1 ~ ~y , ~ -3 I ~ ~ wTM~K , LOCATION MAP - Nrs P OJECT SITE N I I ' , °'0N o. s~it►i ~ ` REUBE OF DOC~~IT' a RESERVOIR IMPROVEMENT PRO,~CT ~EET SMEE - n,s oocwo+T. ,wo nc aw nno ocsa~~ ~oo~- oaawK a~,►wro M ODERN E LEC TRI C a w~IS1ROM ro~u~ ~ u,~ ~T a n~aa.ow~ pp ~csM~o~~~~~,~R WATER COMPANY T1TLE SHEET, LOCATION MAP ~ f~ U IN ► AN1' . . J~Q w~a.c a~ Mr, ra ~a~cT r Mor a[ Ma a DAh r~'n+~ur mc werm+ ~u1►~auna+ a a~ Hu. nw ~ar, ~e,iutr OPPORTUNITY, WA. - o. st~~TM Na lo~h I a~+sia er ~~o~.~r. AND INDEX TO DRAWINGS DAIE yw IN3 ~ pww I~PVO k~~u ~ . , , ~ N0. ~ N0. W4E33MtM.20 ~ , _ , , ABBREVIATIONS ELECTk~ . AND INSTRUMENTATIQN EGEP L )N ~EGJND A AMPNERE ANALOG PC PROPERTY CORNER F r AN H R D T GEN RAL L ND ~I CONVtNIENCE RECfP1AClE - DUPLEX UNLESS SPEq IED AB C 0 ~ L PE PLAIN END OTHERWISE 'IED ADDL ADDITIONAL PERM PERMANENT ~ wP-WEATHERPROOF AL ALUMINUM PI POINT OF INTERSECTION 30 ~ RECEPTACLE - 240V, ld, AAIPERACE INDICATED AITN ALTERNATE PF PULSE FREOUENCY EXIST1NC PROPOSfD PL PUTE STEEL UNLESS INDICATED OTHERWISE) ~ CENERAL CONTROI OR MARINC DEVICE. LETTER BC BARE COPPER PROPE TY LJNE THRUST BLOCK SYAIBOLS OR ABBREVIAT10NS INDICATE T`IPE OF DEVICE. BE1W BETYVEEN LSTC PLASTIC C£. BOT BOTTOM PNL PANEL POWER OR SERVICE POIE ~ ~ LA-2 HOME RUN - DESTINATION SHONM BFV BUTIERFLY VALVE PSF POUNDS PER SOUARE FOOT PVC POLYVINYI CHLORIOE ~ EXPOSED CONDUIT AND CONDUCTORS• CENTERLINE PVMT PAVEMENT TRAFFlC SIGN CONDUIT CONCEAIED CONOUIT AND CONDUCTORS• CJ CONSTRUCTION JOINT R RADIUS OF CURVE NOTE: CLR CLEARANCE RAD RADIUS OVERHEAD ELEC. AND TV CwIP CORRUGATED ~IEUL PIPE RCP REINFORCED CONCRETE PIPE + ALL UNMARKED CONOUIT RUNS CONSIST OF TMrO N0.12 ).12 CO CLEAN OUT RDCR REDUCER OVERHEAD POWER LINE ~ - CONDUCTORS IN CONDUIT. RUNS MARKED WITH CONC CONCRETE REINF REINFORCE CROSSHATCHES INDICATE NUMBER OF N0.12 CONDUCTORS. CONN CONNECTION RESY RESERVOIR CROSSNATCH W1TN SUBSCRIPT'G' INDICATES CREEN :TORS. CONT CONTINUEO REQD REQUIRED gp~NK~p q GROUND WIRE. SIZE CONDUIT ACCORDING TO CPLC COUPUNG RPBP REDUCED PRESSURE BAq(ROW PREVENTER SPEGFICATIONS AND APPLICABLE CODE. CTR CENTER RST REINFORCING STEEL ~ CROSSHATCHES MATH BAR INDICATE 0 CONDUCTOR. CTRD CENTERED RT RIGHT CONIFEROUS TREE 6' OR URGER SIZE CONDUIT ACCORDINC TO SPEq CATIONS CYD CU81C YARD R/W RIGHT-OF-WAY AND APPLICABLE CODE. CO CONOENSATE DRAIN ~ S SOUTH DEpDUOUS TREE 8 OR URGER $ wALL SINTCH DBL DOUBLE SCHEO SCHEDULE DEF DEFLECTION ANGIE SHT SHEET UNDERGROUND TELEPHONE Fl~ DIP OUCTILE IRON PIPE $IM SIMILAR REAR-OF-PANEL MOUNTED INSTRUAiEN? DIA OIAMETER $~P SLOPE ON DOMM SPECD SPECIFlED iELEPHONE BOX 0 DR DRAIN SPECS SPECIFlCATIONS ~ DWC DRAYNNG SO SOUARE ~ SS SANITARY SEINER FlRE HI~DRANT PANEL MOUNTED INSTRUMENT E EAST SST STAINLESS STEEL EF EACH FACE ST STREET p Q CONTROL DEVICE - FURNISHED ANO INSTALLEO UNDER EL ELEVATION STA STATION O ELEC ELECTRICAI STD STANOARD OTHER 5ECT10NS; RACFWAYS, CONDUCTORS, AND t ELL OR EL8 ELBOW SiL STEEL ~w CONOUCTOR END IERIAINATORS FURNISHED ANO BURIED VALVE ~ EP EDCE OF PAVE~IENT SYA~I SYb1ETRICAI INSTALLED UNDER THIS SECTION AS SHOWN. EQL EQUAL SWR SEWER CONDUCTOR FINAL CONNECTIONS PROVIDED UNDER QL SP Q ALLY SPACED SANITARY MANHOLE QS OTHER SECTIONS. W A WAY 1 TELEPHONE EXST EXISTING 1~ T}~RUST BLOCK UCHT POIE MOTOR, SQUIRREL CACE INDUCTION, HORSEPOWER T9M TEMPORARY BENCH MARK S INDICAiEO FD FLOOR DRAIN TE~IP TEMPORARY FC FLEXIBLE CWPLING TI~ TOP AND BOTTqd CUY WIRE POIE ~ w N FCA FUNGED COUPLING ADAPTER ~P TIMSTED SHIELDED PAIR ALL MOU 1ED LUMIINAIRE FDN FOUNDATION 1YP TYPICAL FG FlNISHEO GRADE wATER MANHOLE ~ FLOOD LJGHTS - AIM IN 1HE OIRECiION SHOWN FHY FIRE HYDRANT ASSEMBIY UCBE UNOERGRWND CA~E BOX ELECIRICA RG FUINGE UC9T UNDERGROUND CABLE BOx IELEPHONE CONTACT - NORMALLY OPEN WITH NEMA SIZE FL FLOW UNE UD UNDERDRAIN WATER METER ~ ~ INOICATED AS APPUCABLE FLR FLOOR UCLE UNDERGROUND ELECTRICAL LINE FTG FOOTING UGLC UNDERCRWND GAS LINE WATER UNE r~ ~ N CONTACT - NORMALLY CLOSED WITH NEYA SIZE UGLT UNDERGRWND 1ELEPHONE UNE ~ INDICAlED AS APPLICABLE G GAS, GREEN, CROUND GALV GALVAN12ED V VOLT CROUND SLOPE DESIGNATION ~~x~ MAGNETIC STARTER WITH NEI►IA SIZE INDICAlED CFI GROUND FAULT INTERRUPTER VERT VERTICAL ~ GNO GROUND ~ CIRCUIT BREAKER THERAIAL MAGNEIIC 1RIP SHOWN GR GRADE W WEST ~ ~ ~ 3 P UN SS INDICA TH RWISE. ~ GTV GATE VAIVE W/ MATH OLE LE TED 0 E GVL GRAVEL W 0 WITHOUT ~~~Y _ _ CROUND ~ ~ YYELDEO STEEL PIPE ~ HORI2 HORIZONTAL W WATER a HPT HIGH POINT ' MYM WATER METER FI,EXIgLE COUPUNG oE-♦- J POSITION SELECTOR SWITCH MIAINTAINED CONTACT WV WATER VALVE D I t C INSTRUMENTA110N AND CONIROL WS WELDED STEEL, WATER STOP ~ P NG AP - - ID INSIDE DIAMETER WT YMEICHT CED COD U AD lER INV INVERT INDICATING UCHT I.E. INVERT ELEVATION CONTROI POINT AND T.B.M. PROPELLER OR IRR IRRICA710N REBAR WITH RED JT JOINT TIC C D TUR9INE ME1ER GEN RA NOT 8~~,~N . ~ , ~ LF UNEAR FEET HORIZONTAL DIMENSIONS ARE TO PIP N N f"" ~"~I INTERLOCK L G L O N G E C E N T E R U E U L E S S O T H E R W I S E MATL MATERIAL 3. LOCATION AND NUMIBER OF PIPE HANGERS AND PIPE SUPPORTS SHOWN IS I~AX ~IAXIMUM 2. INFOR~IATION ON EXISTING UTIUTIES SH01NN IS TAKEN FROM EXISTING ONLY APPROXI~IATE. FINAL SUPPORT REQUIREMEN?S SHALL BE DETERMINED M~ MANUFACTURER RECORDS OR ESTIMATED BY OTHER MEANS ANO IS SHOWN FOR TNE IN 1HE FlELD AND REVIEWED BY THE ENGINEER PRIOR TO INSTALLATION. MH MANHOIE CONVENIENCE OF THE CONTRACTOR ONLY. 80TN LOCATIONS AND DEPINS ~AXIMUM SPACtNG SHALL BE AS SPEpFlED. ON ORAIMNG WHERE SECTI MIN MINIIAUM ARE APPROXIMATE ONLY, THE CONTRACTOR SHALL CONTACT ALL UTILITY 4. ALL JOINTS SHALL BE WATERTIGHT, n OR DETAII IS TAKEN: MISC MISCELLANEOUS OWNERS AND CONFlRM LOCAl10NS ON EXISTING U11LI11ES. S. ALL FLEXIBIE CONNECTORS OR FLANCED COUPLING ADAPTfRS SHALL BE SEC ON LETTER) OR IG WHERE SECTION IS TAKEN: MJ MECHANICAL JOINT PROYIDED 1MTN TNRUST T1ES, BLOCKS OR ANCHORS UNLESS OTHERWISE OETAIL UMIERAL) SHEET NUMBER WHERE SH MOM ~IONUMENT 3. COORDINATES SHOWN ARE APPROXIMATE ONLY. NOTED. THRUST PROlECT10N SHALL B~ ADEOUATE FbR TEST PRESSURES DESIGN TION A IBER WHERE SHOWN ~ ~IS MOTOR ST1IRTER SPECIFlED. ~T ~IOUNT 6. SYM80LS, LEGENOS, AND P1PE USE IDENTIFICATIONS SHOWN SHALL BE HEET NUMBER ~6 FOl10WED TNROUCHOUT THE PLANS, NMEREVER APPLICABLE. NOT ALL OF REPLACED WITN A UNE ON DRAWINGS MMERE SEC N R A T ~ oET~~ ~5 ~a,~: N NORTH THE VARIWS PIPING COMPONENTS ARE NECESSARILY USED IN THE PROJECT. I TAKEN AND SHOWN IGS WHERE SECTION IS SHOWN: NO NUMBER 1. MINIMUM DEPTH OF BURY SHALL BE 4.5 FEET. PIPEUNE SHALL EITHER RISE PROVIDE ALL PIPE CONNECTIONS NECESSARY TO FAqLITATE CONVENIENT ~N SAME SHEET T NUMBER 5 WHERE NT5 NOT TO SCALE OR F ONT1N OU Y IN I A REMOVAL OF VALVES AND MECHANICAL EQUIPMENT. SHEE ) IBER S) MMERE TAKEN ~ NOAJ NOMINAL ~L C U SL BETIMEEN 0 C TED POINTS AND LOW POfNTS. 9. WHERE A Fl.ANCED COUPLINC ADAPIER IS SHOWN, A STANDARD FUWGE D E TA I L A N D S E C TI 0 N D E S I G N A TI N OC ON CENTER 2. SIZE QF FiTi1NGS SHOWN ON PUNS SHALL CORRESPONO TO ADJACENT SHALL BE JOINED TO 1HE COUPLING ADAPTER. kTI~N OD OUTSIDE OtAMETER STRAIGHT RUN OF PIPE, UNLESS OTNERWISE INDICATED. TYPE OF JOINT 9. ~{~E CONNECTIONS ARE MADE t0 EIfIST1NG PIPING, CONTRACTOR TO MlQIE~ OF OVERFLOW AND FITTING I~ATERIAL SNALL BE AS SHOMM OR THE SAME FOR ADJACENT VERIFY 11LL LOCA110NS AND DIMENSIONS. Sl'MBOL LECEND AND USE IDENTIFlCATION WHICH ARE SHOWN ON TNIS ~ STRAIGHt RUN OF PIPE. 10. COORDINAIE ALL CONNECTION PI SHEET ARE FOLLOWED TNROUGHOUT THE PLANS WHENEVER APPIICABIE, , i S TO ElQST1NC PING SYS'IEMIS WITN OWNER. xN nHis DUCABLE. ALL OF THE VARIOUS SYMBOLS, LEGENDS ANO USE IDENTIFICAT10N5 ARE • NOT NECESSARILY UTIUZEO IN THE PROJECT. IONS ARE ;ni~ ~ ~ ~ ~ a Wl~RlCH ~~~~~5 RESERVOIR IMPROVEIAENT PROJECT ~T SFIEET ~ ( n~ ooa~ar rv~o ni i '"""01R NO1 °N M OD RN T ~ _ ~,~„S~p, ow ~wo ouon.ioa- c,ea,K oiu„wa E E LE C R I C r t'~' naurEn~~ ~ ~w ~nwo~, a~~~ o~~~. aw,~ ~cc ~ama~a~~u~o m~c WATER COMPANY ABBREVIATIONS, LEGEND, ~ A. STl~RBO u~n ~w wnaa a M rwtr r n+ot ro~ ~w o ~arcT ■ wor ac ~a+ a OPPORIUNITY, WA. o~~ 1=1,0 I~~ I ~'"°"r'"e'""'r'E''' ""'+o~'i"r°" ar TM"+~r~ "°r"r AND DETAILS 0. S%I1TH ►a. ~oA1E I REws~ er IAaw ariu ~ura~oooaau. i DATE ,yw ~Ny ~ ~ ~ ~ ~ fK3]M~ ~t.i0 J ~-D-u aW~Vttismio ~ ~ REMOVE EXSt NON-FREEZE MYDRANT, ABMIDAN 1~ WA 1ER SERVECE UNE AND CAP At 3 BELON CRAOE ~ . ^ .m.,....y , . r . . , . . _ . , ~ ~ ~.J ; . ° f....._._ r ~ . ,~c . X:. y..X .~'~T B~d R~$fR' ~1+1~R ~Q~1:, _ ~ _ ~ ~ y~ Y .Y r..,,~ f; i ~ ~ j~ ~ r / ~ ~ / / / ~ ~ , ,T4 A DEP3N ' ~OW AD A ANDON ; ~ . ~ . ~ , : ~ , ~ / : - ~ / / , R6MIlM1DER ~1PIN0 B~LOW A ,~ND CAP / ~ / ~ ; I / , / ~ / o ~ .r• i. ~ ~ ~ ~ / , r' , / / ~ ~ i1. . , % . ~ , , ~ ~ . ✓ ' ~ % ~ ~ ~ ~ ~ / ~ - ~ / DfAfWSN EXST ~ ~ / • / / ' i . ~ / ~ ~ ~ / ; r: / , ~ : ~ ~ ~ / . ' / / ' / / / / 100 D00 CAL CAPACfTY ..,1.~ . ~ / / ~ / / / ~ / / ~ i, ~ f ; ~ . / ~ i / ~ / ~ % / / ~ / / / i r / / / / / / / / /r~ . / , . ~ ~ ~ . / . , _ RESERVOIR AND : : r . . . ..:...~...,1 .1.~:.L..... ...~..l....._.~... s~ ~~r,,: / . ~ ,1......_~.. .._..,r l , . , , . . . _ ' SUPPORT S Al A ' ~ . : : / / : j / ~ ; . : Jd t , ~ S , . ~...l....l~...r....l.r~ ; / . / ,1 ; o s~ o~ ~ . ....~.1. .......~.l.~.t ..~...~.....~...~..1...~..< ~ , - - SPEC N ~ ~ , DO NO7 DISNRB EXST PII~EELINE ;...............__.__--r.__.....................................: I: ....n...,( ...G...../j j . CONTACT ONNER fQR ~ A fl ~ OC ON OF fXS~ _ ~ ~ SERYlCE PIPEUNE, ; , a ; ~ .;3~~« I I ~ \ MPftOX OEPTH = ~ t , ~ . ~ . . , . I ~ APPROXIMA TE Ot/ TUNE OF ELEVA lE0 WA lE'R ~ w ~ ' : . _ h ......r~~ . : ~ RFSERVq~R, OEMOUSH ENARE SIRUCTURE w-ti ~ _ _ _ ~ , . . . . M w . . . _ . . _ ~ . : ABANDON fNC£T OU1L µ : I - CROSS BRApNG AND ASSOCfA TEO PfPING ANO FOUNOA AON VAUL T, SEE NO 4, yv , ~ AS SPfGF7ED, SEE O O ~ '3 : 1 r • n~uarnau wam,. . n , ~ o ~RF~ eouN~~Rr o~uoti o+~ , I -R!~ SECflON " ~ ~ STApNG AREA ~ ~ ~ SEf NOIE 6 ) DO NOT DISTURB EXST ~ WA1ER SERVICE PfPlNC ~ ~ , ~ , ~ M101 101l~ ~ ~ p ~ I ~ ? , ~ E11C. ~ i pAp / t•.. r ~ ! ~~,~t~ REMOVE fXST RESERVCJ~R OOnN \ / ~ . i ~ . . ~ ~ FYP OF 4, SEE N01E ;~w ~ - UODFR ~ SA 2 ~ FETY CACE _ T R~ov~ v~u~i ~wo P~PrNC, i , i N SEE 3~ SEE NOIES 2~J T . . ~ * . . . ~~A~ ' ~ ~ . ~ , . . . ~ - . . .E T" ............~~'S: . . . ~ . , . . - I T~.~.. ~ . . . . , , ~ ' . . . . . . . . ~ . , . , , ' I , ~ ~ .4 . . . . . , , - . . . , , . \ ~,i ~ ~ ~ ...........,..__......._.....r~' ~ f~ f/ ~ ~ ` ~ ` ~ ~ ,l...it. ' '!'A ~ ' 6 ! : ✓ . / : . / / ~ ~c. ~:rc7c xw. ; REAfOYE FOOTlNC, TYP OF 4, I : 'v"~ ~ : ;~wc. i t ; , > . . / A...._.. ,~,.i.r.. y . . . st~ No~s z,~ m ~ ; ~ ~ ~ . ~ s~ mP oF coacREr~ ~ounro~ noni / 2 y ~ - / ~ ~ l ~ / T ;T / ~ _ ~ i/ , / ~~~i.: ~ ~ ~ ~ ? . : - / ~ i / / /ExrsnNC cR~ / K . . / / / , ~ `'f. . L ~.~.d~~ / ~ j~ / / t / / ! ~ / /l ~ r / / / / / / ' F t . ~ / / / / / i / / " . . . . ' J ' / ~ / / / ~ ~ Z.: . ~ ~ - ; ~ / / _ ~l / / 7- ~ { : ~ / / / f , i~' ~ ~ , , I . ~ / 'i y i / / ~ ~ ~ ~ Y : ~ J ~ L: '4. f l~' .1 4 / . . ! • t~t Mt 'Z...,~ /i AI ; ! n y~ / / i ~ x~~ ~ / / ~ y/~/ / . / / / ~ . ~ / ~ / f , , ; , / / / ~ ~ ~ / + ~ i " ~ ~ / ~ / / / :r ; / ✓ / ; / . . : : R- . / . / ' / • J ' , ~ 1 : ~ , . ~ / l / / . vAn / : , , / . / ELE ON ~ . , r; / : , r/. . / / , / , . , / ...,,.~~..,r...,~. ~..~.f..,~l 1...~.. .1..~ . . ~ ~ / . ~ Y ~ ) i ~ ' o~(~.' ~ ~ W,'i ✓ ~ _~r ` , ~..~ma::........~ . ..r%k : Nrs - : : / . f . i` ...~..1 ~ ...,,,~.._......,.._r.......... , ~ i r ,,,j ~ . . . " ~ / ^ . ~ I v, r ..._.I'~ ~ i :i ~ . 3 ~j S; ~ t I 1. FlELD VERlfY 10CA nON AND DlAIENSIONS FOR ALL DEAIOU110N PRIOR TO BEpNNING WORK. ~ SHADFD ARfAS AND DASHED PIPlNC SNONN !N ORAMINGS INDICA~ES MA1ERlALS TO Bf REAIOVED. ~ BACKFILI TOP 4' OI~ AREA ~ REAIOVE CEN1RAL COLl1MN W/TOP COlIRSE ~ RESERWfR SNONN FOIt ILLUS1RA11tiE PURPOSES ONLY. CONlRAC10R SkALL VERJFY ~ ~ OfAIENSIAN ANO ACn1A XI IiNC 1RUC RA ~ S L f S S N L CONS1RUCilON. 9ACKFlLL W ARTN ALL I ~d~ 14' W5INLFT/OUIIET P~Pf J. RE1k04E f00~1NCS TO 2 FFFT BELOW GRADf ~ND BACKFlLC EXCAVi1 TE0 AREA Nl1H I EAR1F1 fJLI AS SPEpAED, PRONDE TOP COURSE OV£R DfSIURBED AREAS. SEE ~ ~ EXISIING CRADE - N 3't L ~ 4. CUT M10 REAIOVE Ti~P 2 fE'ET OF INLfT Oi1TLET VAULT. REMOI~E INLET/WTLfT EXST CRADE ~ ~ VERi1CAL RfSER SECAON AND ~0 fLBO . PftOWDE BLIND FLANCE AND TNRUS~ BlOCK ~-1- RENOVE CAMC TD 2 BELOW AN END OF Rf~11AlNlNG PIPELINE AND ABANOON HORIZONTAL PIPELINE fN PLAC~ ~ TOP COURSE j GRAO~ SEF NOTE 4 BACKFiLf. IM~H EARTHFlLL ANO TOP COURSE AS SP£pFiED. SEE ~ p A9ANDON fN PLACE 1' I 5, COOVt~INATE S~IUIDONN OF EXISlAVC WA1FR SYS~FM WI Ne PRESSl1Rf PIPINC h10MNER, AS SPECb. b . ~ 1 6 E LL • ABANOON PIPfNC ANO ~ACKFIr..! E, STApNG AREA, TO BE LOCA TED TO M1NlMlZE 1Hf lAIPAC1S TO THf DAlLY OPERA lION ~ J W/~AR1HFlLL AS SPEC D OF I~fE OWNER S FAplf 11ES. COOROINA TE StACINC AREA Mf TH hfE OWN£R. RE~IOVf EXST FDOANG • ! ~ TO 2 BfLOW GRAO£ ' a SURVEYOR'$ NOTES (8Y JAMES F. BENTHIN k ASSOC, SPOKANE, WA (509)325-4529, 8/4/92) . . 9~t ~ ~ , ~ - ~ • PROVIOE NEW 8~1ND FUNGE AND DASIS pF ELEYATIdVS IS FRdI COl1~1TY T.B.11. AT 16TM AND PRIES IN THE NW COftNER. TNRUST BLOG~, SEE NOIE 4, T.B.M. I$ 1HE TOP OF BOLT TMREADS, 2 FEET ABOVE WAUf, ON SOU1H fACE OF CONC. CORNER ~ PRONOE A MlNIMUAf 01~ JB SQ FT P~T FOR CEMEIERY; ELEVAnON 15 207S.S0 GRAPE~C 9CAI~ f4' SlL WS~ 8£ARfNG AREA ON END Wi1LL 2 1FN5 9TE AND 111E IAODERN ELECTRIC SI~E AT 1~TH AND HOUK ARE ON THE SAME EIEVAlION DA1UY. ~ AIZ T?'PICAC f0011NG Df TAlL jOR INRUST 81.OCK 1 UNpERptOUNp U11UT1E5 SHOMN ARE i1t04 ABOVE diOUND ENDENCE OF PNYSICA L STRUCTURES OR - FROA1 PNNT UNES FROM THE ONE CALL SERNCE. AD01110NA1 UN~ERCROUNO UT1LI11ES YAY EIOSi. CAt1 ~y6-A000 fOR LOCATION Oi U11UilE5 BEFORE EXCAVA11pN, OfAt01,1TIpN, pq ppN51RUC110N. ( R/1~ ~ l. NO MARKS FOR GAS OR 0.ECiRIpTY IMERE FOUND. 1 r• M R • t 4. BEARINCS ANO ORIENTA110N ARE ASSUNfD DA1UN fROAI FIELD NOTES. t ~ y N~ " 5. CONTOt1R5'NERE NOT CENERAIED FOR PINES ROAD, SPOT ELEYA110N5 ARE ON DRAWINC LAYERS, ~ ~ ^ . . . . y . ~ ~ ` - J. VNODRICH 1 1 ~'~3 REU~E QF DOC(~EN~a RESERVOIR IMPROVEMENT PROJEC ~ SHEET 5 ~ ' ~~T.~M~~~~~. ~ MODERN ELECTRIC ~~c~ G~~ AfNIMf1~W01T~►,~.~ DEMOLITION PLAN K ~wa,R~~ic'~roroinaro+ai~uaos~or,o~ o■~'• WATER COMPANY ~ ~ A. STORBO ~N,.,~ ~ w► RES RV IR 1 wtn. wrG ~ Nrr o Ma[rr r nar ac Na+ a E ~ oA1E ~-~e M o~e ~M ~ rnwur n~ wMrroV ~u~z~na aF aa~ HLL na ~c,urr OPPORTUNITY, WASHINCTON H d DATE JAN 1MJ ' D. s~l~, ~D. ID~~ ~ ~ BY ~w ~~r. (SC EDULE C , ~ , 'oriu , ~c~. ~ , ~ SPK3JAl1.R1.20 ~ ~ - n-aM o1a^yrauos , _ _ . ~ _ - t _ , ~ , , _ , , , - M,... _ ~~7✓a; , , g~ 9~ -J= ------J i , ~ GRAPHIC SCAI,E ~x ~ ~x_ [ ■ N ti • • r ~ ~ . . . . ~ ~C~ REQ Cr/'~ L • IERE R£0 b V! ~ ~ . ..~R. . .ni. ~ ~ . .rr ~y~~ . " . 1 . (arQr) e I 1 x ~~e.~ ~ 6' roP couRS~ ~ cavsrnucnav sr~aNC O SEE NOIE 1 . ' S' B~SF COUR N ~ x , ' 6' ANN PREPARfD SU9GRADE , ' ~ ; t .r~ • , , . . , ; ' ' ` i~.' e- •r,~ GRA VEL A CCESS R A 0 ~ ~ , , ~ , . ; ; ; r~rc,a r~orv ~ ; ~ ~ , ~ ~ ~ o ~I I SCALE.• 1/4 1'-0' - ' / ~ . ~ ' i i .~3 ~ ~ , ~ , ~ , . ~ • p~ r ..........,...i~S: " ~ , \ fi i ~ i' ~ . . i' ~M r~.......... j ~ x ; . i ~ r^"~ n+^ ~ , ~ w,~ ~,;at •~y~ . A: . , ~ . . ~ .7 , .rw , , , . ~ . . ~ . . . ~ . . . . ~ . , ~ - ~eM: ~cr e~s~urvE . _ r • ~ , ~ . ,i,, . . ~D. SOd SPIKE ~ ~ ~ , ' • ~ . e v. - so~~ e~ ~ ~ SEF DETAII ' , ~ , , , . ; 4 . I , : . , _ . : . , , ~ , . ~ . ri K.:~` ~:N ; ,oie o A!~ 1HIS ARE ~ ~ ) \ .f~ ~ Arr. ~ ~ ' ~ ~ / \ , <r ~;c~.<; N i SEE . . , ~ ` . , ~ ' , ~ ~~.,~..Y., ~ tt ~.~:;tG~'. ~ ~ , , i ~ . R• ~ : i ~ CONNECT 3 4 C1~PPER t; ~ r ; ~ PRESSURE NE TO EXST AC y . . 14TH AVE. P E TAP SEf NO~E 6 . . , . ~ ~ ~ . . . : . . ; ~ , , , v _ . . R - w . _ _ N . w ' ~ ~ , ,A • . ~ . . . ~ _ _ _ , . , ~ - p~ _ . ..c SiiR ti^?FS ~c j Rt. •Tn:. ~ c•~ ci7^. r~C „RF2r ; ~n2~ - - - - - - . . 14TH AVE y~- r~~~~ , ~4~.. . . ~ a~ o^ . . ~cs.., ~ ~ y ~ ' ,1,..;A~:. y~,~:~'I'l) . :r . ~ , • . i ~i = N W GRA ; . . ~ , ! ~~5~ K~Y~i'i~'.:: ' i '~t ! "aY . . r. ~t~ '1< p• . ; • . E VEl ACG~SS ROAD. • „ ~;k~ ~R~~ ,s~~ r ~.ati~r~ , ~ ~ • , ~ ~ .y .../~l ~ ; i.. , . , . ~ ~:7N 3 '~ri?i:A ! ~~~r" ~?'i~r, ;kJ! ;`e t,n . ~y t-~~f. ir. M1 k ~k`..;•. ~„~h,,, SFE ' ~ . • , ' . , , . ~ ~ t , 2 , . K ~ j . . c.~ ; >:Yt ' ; y ~',,i7 C _ :u... , ~yt. •'>.5~:"::~~ .:.Ml'':'i iD•`^..(SL. ~ ~ •ri~:~ ~r,: . . . .V. . ~UC~t C y A v, t:.h,ri j' A~i; S,: !MA V"" t ~~fH,j::~i ~~(~!~`r:.. ::r1v~ ~ ,J 1 ~S~ _ 1 l~ /I `RJ♦ . T~~.ICT OWNER FOR ~ TH~1: ~ :~.r V { j{.~' Y~i I ~ V ~.,!ti'~~ ~1~:i ~lV: . . , . , . ~ . . . ~ . _ ; . ~~ll."~ . ~ ~~X$l ~ ,,.~:~t . . Ef~..tir: Ft. .:11"i , ;,~?f.H~R~'.^.~i. ' , • SET.1~2~ REBAR / ° A C" ^,E2 • ~ ~ ~ ~ i ~ H~ ' . •f 1 wl, W A 11 / , 3 '1i~o !Nv ~i~" N..:~~~ r:~~- ~i~~.•. :i:° 1." i:A~.: A":• . ~"D: C yi : ~ . ~ ~ / ED olAS C C~ : ,,.C'' ~"aE.. : . {cr . . ,y:;:,~: ? ~ APPROX. IH 4f MARKED 'c:a~rno~ , ,:t~:~ t:x ~M, s~~cA~ (:b?'rll, w~ ~.~:.:~'~;~K~ ~ ` ~ ~ ~ ti ~ ~ T LS ~1JJ15' ' 4. ~t a~ : t , a;~,< ~ii'. . ~F ' , ~H" r 6 W RE , s:,. ,t ~ , . S . . a „ ' . . 9.6 ~-.i: ~~N . . . SEENOIf 9 ~L.~V. 2~6~.~ ,:Y~~'Y:% ~1~:,'N:',k"....1.n~~:V ~H:i'~~ ~ J~`' ik(~i~~ vn.. '~~iJ~~:~.,~: ~ , ' ■ ! i / / - - 4~:Yi . Jl R'i~(7~. v~ 'v i' "s'~' , r X :.v.. + , , ? 16 IkLE ~ V PlPIN COVVNECl10NS PRO,,ECT COORDlN~IE . ri~ , _ ,s, ,:u., .ti: SEE NOTE - e.:: ,,l ,1 N 1000.0 :1:~~~. w~:~; w;• ;:~~c:~ w~~,;:~ ::ts. E SYSIEM, SEE NO1F 2 ~ ~ ~ ~ , ~ ~ ~ ~ ~ , . . . . ~o CROOVED END COUPLINC ~i~y~'. s;;uvs~r.y;, y~ r:~•~t' '~!i k 3S; hi . : , , , ; ;r; ,'~2 , ~ : ~ . METER VAULT ~~Y~r~r,~;:,,r . ; , ~ ~ ~ s. ~ , ur. _ K'", ^ 8Ap(Fl ~ Z (s~Al) e ~f~IIES~ , ~:~b~..~_~ . ~~.SEE N S E ~ , ~ sEE ES~ • ~ / ~ ~ . , , ~t 1. APPROXlAIATE CANSIRUCAON SIACIN AR ' ' ~ ~ - ' C EA TO 8E 100 x 100 MEASURED fRObl 1HE NW "R0M THE NW r`'~`~" R 1NRUST 8L ~ X T DR ~ F L U I E D C O L U 1 f N , C O R N E R O f T H f OWNE R'S PROPERTY. Tl'PE B DRYNE SEE 4~~ i' E&'fl, • M' .SEE 0: ~9 PERl~fE1ER , ~ PRO,,~CT COGWDlNATF S15TElN !S SETAT T8~1 FOR NORTH f000.00 AND ~ 4 16 D!P FLC 90 E1BOW ALL OIHER DRYNELLS ~p r-+; - ~ A?06J.8 T?P EAST f000,00, ALL WnRK SHALL BE UID OUT FROM TNIS POiNT. 7yp~ ~Y~ ~~E~ I~l 3. i0CAl10N OF EXISANG DRYWELLSlS APPROXlAIATE, FiELD VERIFY f.OCAAOMS. ~ irG ~ XC ~ `%tnA?1i1; . `f,, . . ' i. `3 "ti':r ;.a' f ~ !1 ~!L T TAI ABANDON EXST ORYNELL PIPf IN-PUCf, COA/P1ElELYREMOYE AfANHO1E SECAON ro I ~ u~ AND BACKf7LL AS SPfCIFlED ~ -c navS, ~ ~ { I N~ ~ , 4. LOCAT~ UNOERGROUND CONDUITT AND OVERHEAD SfRVICE R PRI K; w~;~:, ; r:- ' F.. . ~`DOORWiI Y N 9 FOUNDA AAN PfRIAfETER TO CONSTRUCIIAN 0 OPS OR ' c • :3a:> \ / BACI(F!LL AROflND ~WNOAflON _ 5. DO NOT DISTURB n? S EX PT ~R AIAR E£ CE EES KED CONSTRUCT ) T1'PE A .;>:s:~;~:;:.. , ~ ~ AS SPfCO~ ~ SHT 14 IMINOUT OINVERS PERMfSSION S£E S? GFlCAli OR1'N£l.L~, ( Tl'PEB ~ , . , , .~it" ~ E ONS ~ 6. ONNfR TD INSTAU TAP ~ COt?PORAAON STOP AT 10~ A PRI , c oR ro carusrnucnaw ~on. ORYMfLL • FLUENT ! ~ ~~~,•::;;~::;~7;~ ~ 1 8 ESER R 7 CONTACT OWNER FOR LOCAliON FOR ROUi1NG OF il PRfSSURE UN LOCA 110N. ELEVA 110NS OIF r:. , ~?062.0 SEE NOIE ~ Tl'P, E. SEF SHTQ 7. COOROINAIE ALL WA1ER S15TEM SHUT ODWN S k T l E- I N S M N T N O W N E R Vcnonr PE-Rrov. A LL D R l' N~ E L L R I M S T O B I E ' n;~ 9. P R l O R T O E X C A V A T I O N O F E X 1 S T i N ; , ~ \ ' G DRYN~.L SY51EM PROVIDE IEMPORARY O~ERflOW E L 2 0 8?. 0 0. S E E D E T A l L S~ • ~ . P I P I N C T O S U R F A C E A ow-Rtow S H F F T 1 0, A L S O S E E • R E i N O Y F l i t E E T l' P,~„•~ V O T E 3~~ ~ N C ~ O I L/ W A 1 E R L O C A O N A C C E P T i 1 B L E T O O W N E R. N01E r' a . . . . a T H I S S H E E T 1 0: O I P 0 1 r E R f 1 0 ~ P A A 9. F O R T Y P P l P E U N f 1 R E N C H S£ F D E T A l L . ~ ~ ~4 ~ . fNLET t ou~r 5 Z 1 l P E A O R Y M~ E 1. L, S F£ ~ ~ s< . , fE 2061.5 fo to E i 4 - r.~~A T ~ C OR SHALL OE 1ERAQNE IN VER1 ELEVA A r ~o ; . , , . ON OF OUAf AT 1HE fXISANG WE'LL 7 . . . . ~<y~y,~..._..._... - , 9 P:V~..GRAVITypRAJFf~Wf~; lYP 4 P~ ~RAVIn'ORAIN PlP£, SEE NOIE 9 AND AT OUTi.ETINI~RCONNfCnON WI~FI THf f1(~SnNG WAIER Sn1E~f. ALL PIPELINE ......-.,.:,.V... _ . . , „ ; ~ . f_:w_~.,...,.,:~:;~,:::,::: M , • r. _ , - s..,.~ ,,r r : , _ 0. 1'?'P'' .~.~k....~ .~i..._ _ - . CRADES TO B£ CONANUOfJS BETN~EEN THESE EL£VATIONS ANO JNLET AND OUILET PIPES a , W . ~ , . . . . n^ _ . p 'nnrc wECL 7 PIPEUNE IUTLET P/P£S , ~ - ` ~ ;:h> A~ 1NE NEW RESERWIR FOR UNOSCAPlNC w:.:, ~-"c= i :'S~ 'N'i`, e;. n~rs,+,~~ s~ ~+rs ~,~6 ~ l. FLOOR ORMN DFtYN~E].L, TYPE A, SEf fo (SIM) r~ ry DE~IOU110N NbRK AREA ; RESERVC)fR FOUNOAIIAN, SFE SHT a ~ j SfE SHEET 9 + ~ DSOq t - ~ J. w001tICN REUSE OF DOC~NT~ ~ RESERVOIR IMPROVEMENT PROJECT SHEET ~ 3 SHEET e ~ 11Mi DOCIN!?IT. NO TM[ IOEAf Alq D[!OM! NOqI- QI~OMK OMtINO MODERN ELECTRIC r~aiu~ ~ ns rw Ms~T a n~at~ ~,~sT~ ~pM^~n~~~~~~~~ WATER COMPANY SITE PLAN AND PIPING uta, iw wHat a~ iN r,Kr, ro~ ,wr on~p na,tcr ~r Nor o~[ ~a q~ OPPORIUNI?Y, WASHINGTON D~~ ~ ' ,,,~n~ ~ wn+aur n~ wa~ wn+auuna or aui ~ RESERVOIR 7 0, SwI1H N0. ~ DATE ~ RENSION SY ~ APVp ~pr ~ ~wn ~ooqaq~r. oA1E ,w+ 1993 ~PK3J611 ` M~ MQ swc~se~.e~.ic ~ I ~ ~ ~ I e ~ , I ~ JRRIGATION KEY ~F ' Rrfln V~M1 AINmbN 1. TM l~nNm dtiiqn for IAb kdpMbn plenn b ba~d an /0 p~l md /0 ppm. • C~ ~ ~0"~~• 1. SN p~dAcaMun~ ~nd dN11N la ~ddNonel M1orm~Non. ~ do Vldon 1 AA 9. Caror~da b wdh butlon ol, ~nd ~bridon ~MMN Mptlbn T OW V~hn ~ lN» Si:~d 1~m kqn ~ polnl Mnt oultld~ iM N.W. comK o IM 'W~N B EMdranlC ConUd V~M • t t7 I GENERAL PLANTING NOTE B E~ao~ccon~av~ 1. CoMr~clor b conn~d n~w ty~l~m to ~Kiflinp mN~r qub PLAN m«waMe ~ow, A 1. R~Mr ~ tp~dAqtlon~ fa 1urtMr insl~Nallon Intln►CtloM md ~ owd~ cou~no ww. w+u+ ~od~o co~« - 11Y T$ IENTIFIC NAYE CO~IMON NAMF~ SIZE REIIIAR,K~ ~~o~, ~ . Conu~or a ProO~M ~~+~~~N ~ w~~ ~^w^~^~ ~ ~ 1' ei~rwia pK ~ plplnp ~saodtlad wllh IM~ praMd ~s p~r tM 'Plp~ Sl:lnp 2. Al l~wn wa b b~ Nrdio-M~d~d e pw p~dkMfon~. 21? PVC &hiduM 10 MUn Uro Schodua' ~hown on Mi~ ~M~t 0~1obM t 1Q' ~+In. Bi8 Pior10~ ~nd b~0.M 111' ~NN ~dpl^0 ~~q PVC ScMdii /0 UIOrM Um i. CoiMndor b ooordnw pip~ d~plM wNh O~nl Confncla a b wofA I~ oul ~nd aa~•ovK robMmt wltA 1~~ T~nk1' Ni i An► naDnrn ticbbM Obiy ! 1/!' mla Bi9 wu md 1aAh ~nd w~q ~dp~ ol MN pnvN dAw. O OS 1 (1Mpko ObO+ 21I1' min, B68 R~Nr b dMNI Vrw M~ drrnp~ ~yq~m. ~s , ur.a~ s~»~a~ . I ~q ~ ,~„ua,,,~. ~~e~a« o,~,~ R.a~ooa r eae p W~~Nm R~d C~r 1'•1' min. 888; V~rNd - L A1 pluitlnp b~dt b nalw Pn•~mHp~d M~rDid~ pla b 1. ~~dMl ooMroNN. ~rovfdl ~nd YaIM iNOaNry TP 1 11h.~ P~ b► MMMn. dl 1 Owrw1 ruDn R~d O~k 2 t/!' min. BdB pluiYrp. R~Nr b fp~dlc~tlo~a ~a qwnUl~ md ryp~• ' 1. RrMr 10 6h~N 11 la o~Mr IrtqMlon ryMNn diaN~. L Pro~ld~ ~nd Inwl d yiound A~ bnk b M p~ bb1. ~ _ „a TM~A~n Dopwood 6pMonmin. Ba9aConl. ~ Naq„~,~„~ar~„o,k,dq„ a~,,,ndnon~,~ne 7(~NF SCH~~III F NFA~ 1 F~END CA ~ Comw - - - ~ b l C o b m a Nr ~ n min. 8 6 B a C o n l. C O 1 0 C a f o r w a M r d a A a t i N 6 p nq ~ u q o 1 1 M n ~ w l a n k w l o b~ H y d r o- ~ Md~E wNh ' O ry l r i d A R C 8u C~ Appl~ 5 pYon min. B1B a Conl. N~W~ Or~s~ bWMlw~'. R~br to ~p~dktlbnl la M~cNNn ZOf~E C~M PSI ~1Lf ~ M8 1 MMn irpuMY 9~^~ ,T BV S S~Inp+ vulp+rw coM~nl yd q+uNMM~. 1 t21 0 Toro 252•T6-01 • 1' WYll~m Hobinfon' MIIMWn RobN~wn LMc 5 p~bn ml~. Bi8 a Conl. R~Mf 10 SIMIt 1610f O~IM pWlrfq d1111N, 2 ~5.1 0 Toro 252•2F00 • 1 1/p" O FA~ntN POP•AD3; low ~np11;15 noibl 10' ~ IIwM~r MP-ADS; low M+pb;1S eottw 120' ~ 2E.7 0 Toro 252•260! • 1 Ift' ~ 1 2i.i Toro 2S2•T6-O6 • t tlY' Q Flwwr Pf3P•ADS; low mpU;11 ro::M 160' S 9l.1 AO Toro 252•26~06 • 11? e FAriMr POP~AOS; bw ~npM;11 ro:iM ~2S' Q HuMK POP•~ES; bw ~rqM; lt t ncuM ~b0' I 0 F1rMe &T~;15•A i0' O NirM~r 8•Typ~;15-A 110' B ~ 1 0 HnMr S•T~;10•A ~ G HuMNB•Typ~:to-A 110' I Q FM~ S•T~;10-F 360' ~ HirM~r 6•Typ~ ModN SS~S SW~ ~nd Erb SIAp~ ►b w~u~ _ _ . sou~ ►xa~i, _ ` _ _ ~ s - - - - sw, r~►a SC+Iwut.t-- LsIQ ~ t~~w,b ►.l~vs c~cn.~> Mi~c1ur.a' - _ GAffkAGlp/..t~Vl~u~Y i+iYi~4 i'1l.T~ pIPE SIZING C~ l~fu►~ ~GY~erION IOh rdtliG110►1 ~J4T ~h _ K~u yw+s ~n~.~r~.Y ~►r twa w,:.riwl. FOR SCHEDUIE 10 PVC PIPE d~.fiM. ~ RANGE PIPE SI2E I ~ ~w ~ 1 b 1.1 O.P.IA. ~1~' 1 b 12,/ O.P.M. 1 ~ ~ 13 b 1i,/ O.P.I~ 11l1' ~ 2010 2i.i d P.F~I. I Il~' ~ ~e.a ►asr. ~ ~o ~~~~.o O.P.AI. 2' a 1 soi►eo.o o.P.~. :~rr ►Jo r~o~,»Jy 1P(5) C #'~u~ ~ r " t~nr.~o.~ _ _ ~ ~ i t,wx rw,laniaJ ro~.tw~+ ~ ~ ~ ~ ~ ~ 4u.va. e~eua n~'1 y~Vaa~ ~+va ~ , ~ ~ _ _ W(~l _ _ - - - - - ii-- - _~as:~.~ _ . . _ ~ ~ ~ t~ caun►1 , t.~K 1.~++r*i I ' ~ ~ i ~ _ _ ~ r~ ~ ~ Ge(~ ' I r ~ 9v( 9) ~r~w ~.ua~ M.. ~ .M ~ ~ I ~ lre ' ~ ~ ~ ~ ;4W1 i , i I , ~ ~ i ~ ' \ ~1 ~ - - ~ ~ti ~ ~ ♦ ~,(1 ~ ~ i ~ i ~ C _ C Q Q C_J ~ r l - r1s(f~ Cold1 1 ~ CAI~1 T►(~~ > ~ O . ' ~~rni~j ~ F~ ~ : _ IRRIG ION PLAd ~S ~ P~A~! JG`,, »„~S~i tCALE: 1' ■ t~' • 0' ECAIE: 1. = 10' , 0• . i / 5 ~ ~ ~ ~ I I r NtU=~ ~ DI~UMtNT= WEET iNEET ] ' TT r ,wo ocsiane wco~ w~ ~s owE ria+oa PiiOJECT ~ ~ T• ~ ~ ~ ~ TM~ ~ MODERN ELECTRIC RESERYOIR N~tPROVEMENT owo FS 1'OIIATED Np1EMl A1 AN Mq?IR1MEpT 0~ MIOfE31~Of1Al OIMONAI OMMMIQ OWO 9 r - T. PRATT ~~aa. a r►~c nio~~rr a aar ~.u ~uo ~s ►ar ro ~c o~~ r RESEFiY01R ~T ~ ~a,,~~ c WATER COMPANY o~TC ,uw. '~t D! ,1AN 1W7 ♦ Il T w~rt►~o~n rNi EwN~rra ~wn~ir~i~ioN°o'~a~ ~iT ~►aT o►~ na+a IRRIGATION PLAN L~i S OReO n.,~r, naue~ LANDSCAPE and Ma ` txvw~so~ayl~ ~ OPPORTUNfTY, WASHINOTON p~~~}{ 11~. DA~ ~EVIIION ~ K1aA Irl fNO - am f _ jNp j SPK 33CE1,91 I c~n croN~a o~rE: nu~o~ u-~n-as~ t~ct o~v ~ ~ : ~ ~ ~ ~ ~ b ~ ~ ~ ~ fOR PIPfNG PROVIOE VYELO-ON CONTINUATION GROOVED ApAPTER - SEE SNT 6 AT TRANSITIQN FROi~ WS TO D,I.P., TYP 3 PLACES. , , SEE DETAIL 1 ~ ~ ~ , ' f0 ~ ' I.F. ~ .'OSA,S I ( , a3 CONT- ~ , ~ I - I,E, t 2056.5 ------..._l_...----••-~ ~ r M3 DOWfLS 3/4" FILLEt, I ~ I 314" F ILLET , TYP ~ ~ ~ h AT fNOS d ~ Rq~HEN ~ - ROiIGNEN SLAB ~ OVERfl.OW ~ ~ I CORNERS Of o~ TO 1 4" MIN _ . _ _ _ - ~ I i P cuRe - / ~ ~ ~ ,a • ; / qMPUTUDf ( i TO 1/4" M!N AMPL f TUDf ~ ~ ~ ~ ~ ~ ~ ~ ~ - ~ ~ i ~ ~ , ' ~.o.,o~,: ~.o.:o.;: 0 I ~ 1 ~ ~ ~ ~ ' ~ ~ ~ ~ ^ . 0 4" MfN EPO ~ WS OUTLET ~ ~ ~ OOwEL 4" MfN EPOXY 001wEL _ ~ ' 1 ~ ~ ~ ~ 1 ~ IN T ~ I 1N-LINE 90~OSTER ~ WS ~f cuR rA ~ 8 DE L Fo-z, 1 SEE NOTE 2 ~ ~ W ~ a1MP AND RP9P 41L ~ ~ nror sNOwN, SEE 6 r~/2°=r-o~ i a 4 e~-e• t~u . i2 aoo+~ ~ ~ WS OVEAFLOW ~ I, ' ~ , • ~ . , i ~~'.i, ~ ° ~ , I ~ EXTfAIOR ~ ~ ~ cuai0 PosT / ~ C - ~ ~ ~ TYP OF 2 ~s ~o I ~ , ~ s: : . ♦ t ~ ' ~ ~ , o. i' I ~ Z < ~ l I I : 4~ 4" CURB, ,i~ I~ . , . 0 ~ ~I' ~ ~ ~ I ~ ~ ~Q . ~SFE ~ NOSf RACK~ HANDI4Alt ~ - ~ ; ~ ! , ~ ~ ~ ~uouNrED SEE , ~ ~ I,~,,~ 3 ~ ~ ~ i i ~ ~s ~ eocr e . ~ ~ ~ ,~I ~I , ~ I I';' 1 • - / A I I~~'. . LOC TION Of Vd OF ~ • , , " ' ' _ { a.I I' , I~~ I; 'L-8 RADIUS H MTG HOLES, ~ _ _ ! ~ ! ~ ~ , I I ~ , ~ . Fo- 1 ~ , UNlFORM AS REOD ~ i~ ~ ~ j ~ ~I ~ ~ ~ IIVTERfOR AIM ~ ~ ~ SLOPE TYP _ES, t ~ i~~ ~ i G(IARD POST ~ EL 2084.05 ~ ~ ~''i ~ ~ i ' ' TYP OF 2 IS lNiERMEDIATE ~ ~ ~ ~ LAND►NG, FOR j ~ I i~;ij ~ ~ ! ~ ~ ' ~ ~ i ; FfRE EXTlNGUISHER Q ~ CONTINUATlON ~ ~ I ~ ~ , , ~ . . TOP RAII ~ ~ ~ ~ I~ ~ ~ ~ OF STAIAS, SEE i I i I ~ y SEE NOTE 2 ~ ~ ~ , , CONfHOi PANEL. ~ ~ SHEET ~5, SrM 2 ' i I~ , I I+~. S E E S H T 2 t, S I M ~ • - ' ~i i ~ ' ~ ' ` ~ FLUTfD COLUMN _ eo~rs ' I~, ~ ~ ~ I ~ E!. 2084.30 \ PEDFSTAL LL' W I P L I ~ ~ ~ V~~2x4' ~I II~ I~ Y T ' ' '~ii~~ T PA , ' ~I ~ PEOFSTAL \ 2'-0' WIDE FLAT AREA I~ I ~ (OR AS REODI FOR p~p,~~ ~ ~ p~, ~ BASE ~ ~ ~ r i , P T MIDDIE ~ I i~ E~S ~ e~ ~ i~ ~ i ~ ~ ~ , I , , ~ ~ ~ RAII ~ I ' ,P 18- 3 DIA \ I I I'~ , y ~ 4" NU8 d SPfGOT ~,i , , ~f ~wcHOR ears f HANDRAfL POST , i, ~ I ~ cASr iROrv u; r; I DAAIN PIPE MOUNT~Q ~ , ~ I £L 2084.00 ' ~ 'il ~ ~ ~ I 1YP AT ~ li ; I ~ F~T~~ ~ DIbENSION IN INCIfS ~ , , ~ iI ~ ~ PERfMETER ~ A I B I C I 0 I E I f~ 0 I I INpf S ~ f f~ a ~ H ~ I ~ , I~ . I • I i \ TYPE B- 1~ " HOSE M Q 12 21 1 B q N i~; I ~ ~ I I I I I I I ~1 , , i ~ ~ UNIFORM ~ 1 8 2 1~~ ¢ , ~ ~ P scoPE ~ ~ ;I ~ , , ,~p ~ , NOTES: ~ I , ~ ,.I ~ li'~ ~a' ~ ds f. IMERIOA UNliS SkA11 ~ FABRICATfD fHOAI V' A-36 STEE ATE l Pl ~ i' j ~ i,~ ~ y M~D EM~RE uN~r S~~L! BE HO~ DrP GKV,Wr1~0 AFtER F~6R~C~Ti A-36 STEEL PLATE I AFTER FA9RICAT ION. ~ + I k I ~ i' \ ~ ~ ~ I.E. ~ 206f.5 2, ~~~ACi} 1a ~ER11CA~ NAFIpAAII OA lNONlp/A1 PQST WfiH PLATfS 'OST WfTH PLATES I I' I MID (41- SiA1N[ ~ I~ ~ ~ I, ~ ESS STEEL 901TS ~ ~ ` ~ FOR PIPflJG q ~III~ i Ir~= CONTlNUATION j ~ ~ SEE SNT 6 ~ ~ ~ ~ ' ~ HOSE RACK DETA JLS 3 ~ _S rT) i ~T~ Ms I OUrLfNE OF I. LOCATfON OF 0(1T~ET PlPE ON ~ OF ~ fWNDATION FOUNDATlON PLAN TANK - OTHER PrPES LOCATED FROM N WTLET PlPE AS SFIOWN ON SECTfON C ":P_0" OfSTMICE FRpM CO~UMN WALL 10 ~p • 5 ELEVAT ~Onr PlPE ~ TO 9E MAX 3'-0' OR AS ~y ~ REOUIREO 8Y AESERVOIR MAMJFACTURER. ^ NlS ~ ~ 2. AO(1TE CONDENSArE, wASHDOWN, ~ AMD BACKFIOW PREVEMER QAAINS ~ TO FLOOR 01?A INS. SEE DET A!L 1 6 ~ ` t2 `[MAti ~ ~ + 1 , . . ~ ~ ~ T ~ ~~~soN K K~R REUiE 0~ DOCUYENTa RESERv01R IIAPROVEI~ENT PROJECT s++E , „ ;41;, a ~E~ MODERN ELECTRIC ~ e, ~u~o . , ~b~ Uw~ S►1EE T ~ Uwci ~ ~ o'. w~ o~ w►M o°~''n ~o~ci °~~r WATER COMPANY FOUNDATION PLAN AND ELEVATION ♦ * ~ C, SUI~BERO ~nn~ouT nE wirt~N ~un~a+i' ~ran a ao~ + rar o►E wa~ a ti~ z tH1E ifET, ~~T OPpORTUNITY, w~. RESERVOIR N0. 7 TION ~~E JAN 1983 ~ D. $611TN N0. I DATE RfvISION BY IAPVD ed01 Nll SCnIES ~CCOaowOlr. I t~G ~nJ Si'K33661.B1 I-t~-~7 Q~~~~ , SURUEYOR~S NOTES: (BY JAMES F, BENTHIN A~ ASSOC, SP01(ANE, WA (509)325-4529 7/22/92) ~l~E~ 1, BA515 OF 0.EVA110NS IS FROAI COUNTY 1BM AT 1ETH AND PINES IN THE NORTHWEST f~IiNER. EXST HYDRANT rav a~ ear n,r~ws, 2 FEET AB04E WALK ON SOU1H FACE OF CONCRETE CORNER POST fqi f. FIELp yERIFY10CAnON AND DlMENSIONS FpR AU OExIOLIT~ON PRIAR TO BfpNNlNC WORK. TME ceME~Ertr, E~v~noN ~s zo~s.eo. 9ACKFAL AS SPEpFlEO SHADED AREAS AND DASIHED PIPINC SHONN IN DRAYNNCS INOfCAIES MAlER1ALS TO BE REI 'pNNINC WORK. 2 A BOUNDARV $URVEY ~pR iH15 PARCEL WAS NOT PERFORNm 9U1 CpaIER$ FOUND FROM ~ 910RT PLAT ~-y61 ARf 910MM ~OR Oit1ENTAl10N. _ APPROXIAIAIE DEMOUTION STiIpNG ~REA TO BE 60~ x D0~ LOCA)ED TO 1HE IMAfED1ATE N/ILS TO BE REAAOVED. J. 11MS SITE AND TME AIOpERN p.EC11tIC SIIE AT CATAIDO ANO PINES ARE ON 1ME SAME 1111=~71111= III~mIIII_ NORIH ANO wEST QF EXISIING RESERVaR /7. ELEVATION DATUM, $POKANE COUNTY OATUY. ~III =III1 'IMMEDM TF n wn ~aou v►~~x s~a c F v P~~ TM~Sr ~ J. EXIS1lNG RESERWlR SHONN FOR 1LLUSiRAIIVE PURPOSES OYVL1: CONIRACTOR SHALL VER 4. UNDERCROUND U LIiIES ARE SHO U NRES OUNO AND ANT UNES UNDrS1UR8ED EARTH ~ocxhu er on+ERS. ~nana+u uwo~rtc~ouNO ununes w~r cxisr, cw.~ ~s~-eooo ~ R~ DfMENS~ONS AND ACIUAL STRUCIURAL DEAIOLJnON. TOR SHALL VERJFY io~ ~oc~npr o~ ununES B~o~ ExC~v~nan, o~wouno~, o~ ca+smucna~. ~ S~~ S. THERE MERE NO PAINT UNES fOR WA1ER OR CAS. :,;;.'~.';';'.:~'r• R~ 4. LOCA110NS OFEXISANC DRYNE[LS 1S APPROXlAfATE, f7ELD VfRfFYlOCA11ANS. NS. f OVE PIPE AS N£CESSARY TO PROWDE FOR TNRUS~ 5. COOROINATE 5~1l/1UOMN OF EXISnNG WATER S?51E7N W11H OINVFR, AS SPECb. : b. . , BLOCK, SEE • ~ 4 6. ALL TItEES 1i~ REtilA1N UNDlS~11R9E0. EXSTfO WSPIPE ' ~ f2 ADD BL/NO FLANCf T~ 1EE 7. EXCAVA~E AS NECESSARY TO RENOYE EXlSANG RESERVOfR FOOTiNCS AND DRYNELLS. TO1 ORrwELcs. ro rAL FOOANC ANO RfSER CONC/tEIE WLUME IS APPROXIMATELY 60 CUBlC YARDS, AREA OF FO SHONN ON DRAYNNCS !S APPROXIMAIE. BACKFlLL AS SPEClFIED WITH EARTHFlLL. 15, AREA OF FOOIiNCS HFlLL. TAI ~ - e. REAIOVE CONCREIE AT RISER VAULT. RfMOVE EXISANC 10' ~ DlA VERACAL INLEl OUTLET s N~ ~ ~ INLET/OUTLET PIPE AND 90 EL80W. y~ ~ 9. COARDINAIf' SNUIDOINV OF EXST WATFR TO SPRINKLER SYSffAI 1MiH OWNER. REAfOVE ~ ~ EXlSRNC SPRfNKLER SYSTEM AS NfCESSARY. r~, ~ 0 , :R. REMOVE ~ / , ;i ~ ~ ~ i: ~ . ; 1 . . . j ~ i~\. , ~ :LQ~~; . . . I ' ~ ~-4~ ~ ' ~ „ ~ ~ . . . . . . . ~ ' ~ . ~ 1 '!~1~. il:~i~...... ..........':^f.. 1 ' N iVi~ , ~~'A.... ..w.~ ..1 r'; 8~.n~ •':;kt: ~ ..~s , , a....: • i h , ~ ~ ~ . ~ ~1 ~ ~ i \ . ` : ~ . ,i i , ~ , . • . ~I'I :M:~1/%~5.~:'~~.~ Ir`~ / ,\ti ' / / ~ . ~ ; ~ ~ 1::'~i_`~ `,V ~ R ~ . f~ .....„.r.w.~y,~...... / .d i . ; . , i ~ ' i : '1. / . . . . . . . , . . ' ..1... ..~.'.X.. .....y `f.~%~ / . i /J ~N ~ lA..:`i~~'~ ^ ^ 1 ; A. \ ; ~ ~1 ~a~f °I' ~ ~ . ~ ,1. ; ~ ti ='i j ~ ?..y ~ 14TH AVE. r . , ~ , i ~ . Y ~ . ~i . , . ~ ~ T f :~r A : \ ~ N • ~ ` I ~ . . ~ . , , : \ ~ ' ~ ~ I \ . : ~~h.~\~i ~ ~ ' ~ . ^ :i ~ I ~ , ~ \iA /S , i ~ . i i ' ' . r ~ ~ ~ ~ ~ .I . \ ~ ~ ..................jl......w....~..~....~~i..~..~~..~..~..~~~~-N•• i.r ...M~ :Oj'~~ . y ~ ✓~;r / ; ; . . , / ~ ~s' ~ ,:r:r -'r•a ' ° , ~I OfJTSIDE TANK UDDER ' S"i ,t /y~r ,,,,j; ~r . i V ~ :~1". IY 'f~"~~ V , jY. 'i ' . . ~ . 4 I~~.~.::..~.~ /{t. , ,,...r'j ' . ; 'r ..l'•k:.. . ~/t . 7i. . 1~~ ...+A'~~„✓` 1,''~ t,~ Y r" ~ ~%i , `.e.~✓ :iQri~. ~ 'e.f:~~ !'t~ cr~nJ,~`l.~ ~1 N ~ . ~ , _ . ,,.r • t: i- Z ~ ~t . . , . • , . • ~ ~t., ~ ~ k~:~~> *ah• ~ , ~ , ~ s. s., ~ . ^ ~ ~ , . Q ~ . . ' . , , 1 ; ~ '+t a, / . . . . , ` i BALCONY . . »~~f.._. _ ` '2.: , r`~ ~ ~ M ai'c ~ ` ri--._,~ •ti ° "`"'s.,~. :~f~. ~ ,...3 i . ~ ,i ZR -}'r....~..w:. ~i~,t ~ ~:~i r`•~,h ~ ?f.; ~~,5°i":.'r,i7 ' :ti.r""" :,.,',~k~`" ~~t~tK°,''C~~a,,~;k. ~LADDER r. . ~ ';'`~c . :,i . \ tG~ ~:1..;o`r:..":°! ;`~f a ~'1:-ty~ , . . rf '"tf~~ :.K! ;.F.' ~ ~ ~~s:' ~ ;,~t ' , 3:.!:~r, 3 ii ti ~ ~.r'~...55 `•ti D£11f0lJ110N S~ApNG :x ; , ~ / / ~ / :>'•'c:~ ; ^7~>. ~ ~ r ~ ; , • N . . , . , . , . , . . . , ; , , . , . . ...,.w. , . . ; , , , . AREA SEE NOTE Z . ' , .t. ; , ~%~n'~ CROSS BRApNG , ~ , . . , t . n` %~.~t, ;i'C l:~ ..4. ,r ~I ~ , . , . ~ ~ - .w.. . , ~ ~ ~c CUT, CAP, ANO ABANOAN , , . ~ \ : .......~„er.........._~ : •CENIER W5 RISER EXST ~i" PRESSURf LINf r • C1 ...__.....c : :r..... . ZiT.t.)• ~is.~" ~.r._...~.. • 6' d OrA obE'RFiOw ' ♦ ~ \ ~ r ..7~ , ~ / I i • ~ ~ ~ , . ...,,,~r....... •r~: i•~ . „ . . ' !ik Q~ ' .!1~..,, ..SfN !~?~;:,ARI'; k~' >%,:':~:/,~"'~'i~ Q- ; • ~ r. $J.~, , ~ , w ~ i ~ ; ~ ~ \ ~ ~ ~ ~ PRONDE BIJND FLANGE ON ~ , ~ N ~ . ~ , . ~ 1EE AND IHRUS~ BLOCK , 'r ~ . ; , _.....~r~ ~ . , , , ; : ; ; , ~ ~ „ ~ A55 ,....,r.._ ....,r. ,'i r , ; , EX51 RfSER VAULT, SFE NOIE d 'N01Ed : ~r, . s. , ~ r ~ ' „ . _ , , ~ - : ~ i i r.,~ ~~~,y~M~-: . r c;~ 1 ~ ! ~ EXS~ fdOANG, TYP OF 4, , 94: L~ , , ~ ~ WA TE , . . .S. „ Y:'~~. ~J. ,:ti -~~;~as~~+i~` ` , ~ SEENOTE 7 ~ ~ ; , . 4, y ~ „ ~ / ~ ~ ~ ~ 3,s. 4 _ . SIJPP .I'~- , ~ .J ' , F00 CS ..~..i r~a" f ! ; , , . _ ~ ~ I'.s ~ (TYP :;>i:~~c. i.- ` r\i FSfi..,.;r~ 7 7 t - •i i ?v~ i'~ i :i ~F:~ . . ~ .r / i~l'. . A 4: f~ r O . ~ . N 1..~......... i. i~ i~. , ~ . ~ i ~ ~ ' , 1~~ ~y , j . . . . . , ~ , ~ • . . ~ t'• , . - ~.x ,.~,~~y~~~~ „ ~ •tv :......:A~t , ; ~ • . ~ ,r" _.s_...,,, ; t ~ ~ - ' . , * ' ' ' t " R~ b ~ : # ~ n^G ,r}'~""~^......, 1 : . ~ ; n~. ,~~..,.._.y.._,. 1, - ~ EXJS 17NG RESER VOlR 7 .__...__~,;__.....~:::~:a~ ..~Ow~ A ..-..:!.~I~!., ~ ~ . . . . . , . ~~1.~'~`t~.Y...id"'_'^ .........:~::1 ■ ~ ~ Y :r...r.... '_'Cr~'',.. ~,:i:". ~ ; . _ ; . ' ' . . . ~ O ' • 4• V,:d:~ _~~,i ~ rkCc'... ~.Xb 1~~'}~C: >'i.?~~ ~oc~ nav o~ Ex~srn~c ~s~vaR n,~ D TAl L ~ e C[S~C~ ~~O DEAIOlJ110N WqRK AR~A ' N~ REAfOVE EXST F001►NG (Tl'P), SEE NOTE 7 ~ ~ • r ~ ~ 11~A R ' I , , BASE SURVE'ANff BT JAMES BENIHIN ! ASSOC: ~ - ~ ~ J. MYODRICH REUSE QP ~Q(~,~NTS RESERVOIR IMPROVEMIENT PROJECT ~ KNhaN & Assoc: e/4/02 - n+sooaw+T,woncaw,~oaaa~snoa~• o~,o,nKO~,,rr,o MODERN ELECTRIC , ~ a w~~ ►a,,~ ~,~,,,,,,~,T,,,,,~~.,~,~ DEMOLITION PLAN ~ K ~a.a'~anraro,a~iusoa~or~o~ o~+' WATER COMPANY • ~ T o RESERVOIR 7 ~ A. S ORBO ~TMOUT na we~ ,WTMO~u~na°o~ a~iw~i na °Mf ~ OPPORTUNIIY, WASHINCTON o~~ I IF 9 DAIE ,Yw 1M7 ~TM N0. IDAIE r~s~a+ ~r ~aw ~a.~►.~ ~~Y. SCHEDULE D ~ o. I ~ ) ~ _ ~ ~ ~ ~ , , , ~ PROJWK33Ut.91.20 EXST 6RADE VARlES -~IANHOLf fRAAIE W/COVER 8~ TOPSOfL OR SURFACE EARIHFlLL FlNfSH CRADf, SFE SNEETS J If W/COVER SEE SHff 15 J 6 - RESTOItAAON A90YE CONSTRUCAON SIOPE FOR CRAOINC ~ LOCAAON 0~ TRENCH BACKFlLL SEE NOIE TF11S DETAII • ORYNELLS k L OCA T10N 0~ ITI II , 1 ~ ~ Fp~ cp~~NU ROM 4 DIP W5 PfPE 4. _ 1RENCH 8AC1(F7L1 9 PYC CRA W TY DRA1N S~ffN C04ER ~ AgOVE PIP£ ZOME PIPE PROYfDE JOIN~ IN ~HIN SHT53~ - ~E ~ ' Ft1TtlRE SURFACES. 1'-6~ OF OUTSfDf FACE NON-SHRNVK 6~t0UT ROUT ~ NON-METAWC I~IYIIRCATION ~F DRYWELL, EACH S10E SL~PE o . . x,ur ~ ~fIN 1 ~ 18 TAPE REOUIREO, ~ N ~y FlTIi C WALL ~ ALL PfPES. FLOOR DR~IN ORl'M~ELL, SI~I J -0 ~ ~ SEE NO~E 2 IR YNE'LL„ S/A/ , ~ ~ ~ PJPf ZANE ~ ~ _ ~ 6 bIIN ~ ~ ~ ► • J e 9 e'9 ~ ~ ~l~ .1 } - al(ANE S TD PLAN ' ORAfN ROp(, ~ ~ 1. pn' OF SPOKANE STD PLAI 4 p 8-f02 OR EWAI. REfER T~ ~ Pf~E BASE 0 C~p A!!N 30 YD fN ~ Cf TY pF SPOKANE SrANDAF ~lJAL. REFER TO THE aKANE STAND/IRD 0 FL OQR I - 4 AI! o ~ N ~ ~ SPEGACATiONS FOR CONS1 1~t00YED ENO COUPtJNC III III F7L1ER FABRr e~~9~9 ~ REOUfREAlENTS EDCE Of FOUNDATION r1'P r +S FOR CONST ~ CONSIRUCAAM 2. DRYI4ELL TYPf A FOR FLOQ _ AL SLOPE Of 1RENCH SIDF 1PE SYOPE, SEE NO~E 3 ORAIN APPPUCAflQN TO CC PE A FQR FL OOR "UCAflQfV TO CONS7ST PROVIDf N~L.O ON CROOVED S~.O~E SHALf. 8£ Df1~'RAfINED ~ OF ONIY ONE 4-4 MANHQ END COUPUNG AT IRANSITiON 8Y CONIRACTOR TU FIT METN00 BRfNG AL1ER fA8R1C ~ SECTION IN LlEU Gl~ TWl7 SE 'E 4'-4 AdANHOLE L1EU QF TWD SECflONS FROA1 W5 TO DJP 01~ CANSTRUCTION AND ALL _ PtPE 00 ~ UNDER BASE 6` MIN, T7P 48' I.O. 6 4' DIA DRAfN, TYP AS 57i01NY JN liif5 DETAIL. WELDED S TEEL DIP SAFETY REQ(JIREMENTS ~ J. AC1UA1 SLOPE Of EXCA VA ] PLUS 1d ~ N TNlS DETA1L. PE oF EXcA vA noN PREPAREO SIDE SLOPE TO BE DEIERINU CONNEC T10N DE TAII ~r~ CONlRACTnR TO MEEl SIiE 1'l7 BE DE IERMlNED B 1' P TO MEET 517F ~ CONO(IIONS ANO APP CA N~ ~s TYPI A WA T R 1 ~ ei N SAFETY REWIRE~fEN]'S. AND APPUCABLE JIREAfEN T5. SEE EARIHM~ORK SPEC'S. DRY TYP A 4. R TRENCH BA CKFlLL 2 ~ ES£RNOfR SI1E PLANS DETAIL DRK SP£C'S. O!R 91E PLANS FOR PIPf INVER T ELf VA flAN NTS 3,6 NTS 3,6 IERT ELEVATIONS B" PVC QRA V1TY OF?A!N S~~ 1 PIPf PRONDf ~10fNT WIININ S1D W~ W5 SEE N01E 1 ' f-6~ OF OUTSIDE FACE • !6 QD m~ LF~NGTN A5 REOUIRED C OF DRYWELL, fA SiDE Y STE'EL fUNCE ~ 1 fUNf,~D (TYP 4 W5P SUPPORT - . f/4' PLATE ~ / \ I ~ ► 1 P4ATF , V/1 OVERFLOW PfPINC 12' DIA, . . 11 1/2 / \ \ ~ ~ W 2 OfA HOLES, • 3 xl 1 4 ~ ~ E NO1E J RESV /7 OVERFLOW PIPING 10 DlA ~ ~ VA1VE BOX ASSEM9IY 0' FRAME AND ~ ANO EXTENSION R00 FiNISH ~DF, SEE SFfE SLOTTFD COVER ' A 2. ACTUAL SLOPE OF EXCA VA AON SIDE SLQPF ~ 1 FOR CRADINC ~ IOCAAAN OF '-6' SQ CONC TO BE DETERMINEO BY CONTRACTOR TO ~ ' ~ DR1'M~£LL MIN o SU6 W/,~4 Of?' EW AIFFt SJTE CONDIAONS AND APPLICA9LE ' ~ ' ~ ' S~1 TY RE IR ' + PRONOf D L S1RAP , J/2 EXPANDEO ~E, 4U EMENT~ SEE EAR1HWnRK ~ ~ ~ . SADOLE W/3/4 CORP ~ AIETAt VECTOR SPEC S. 1 t ' SPACE CIOTN S TOP AND Vi1L VE 80X. ' - CON 1ROL FND PLA TE .2 ' N! AAI ~ ~ 3. RESV TO HAVE 5 HOLE ' DIA EA E~ 1 I ~RAlN UNf ~0 1 CY ~ o " ~ S 0?~ CN OF ORAlN CRA VEL EAR TNALL , 3/4 1HROUCii BOL lS RESV 7 TO HA VE 4 HOLES 0 2 DU E~ CH ~ ~ ~ THICKE FD N ~ 4. SEE RESERYYnffR SlIE PLANS FOR PIPf HOT D!P GAIVANIZE ~ ~ . GWOOVED END ADAPIER 1 g PREPARED SUBCRADE AF1ER FA ~ ~ / ` AREA 2 x 8 6 R 1NVERt ELEVAAANS ~~n~ ,9 \ / D1P-~ i UNIDE SLAB, T?'P ~ ~ / P ASH R N 6 ' ~ ~ ~ - ; . . • ~ ~ N~ ~ ~ o PLAN MANNOLE 1HRUST BL ~p ~ FRAME t COYER SEE DET ~ e'9 e'9 m • 4 ! 4 DIA PVC GRAYITYDRA~ 'C GRA YI TY ORA/N PfPE' t! ~ Q°'9 Q°9 ~ 10' I PIPf l1SE PRECAST GRAOf RINCS 1D AOJUST ~ ~AIN OR?'14EL Q 9 Q 9 ~ , Y!' PLA T~ SEE SHEETS J, 6 ' DR,4JN ORYIMELL TS J. AIH COVER TO COVER A L T E R F I I B R f C Qy Qy ~ j S P U T RlNG _ y~ ~ -III _ ORA1N ROCK, Q"9 Q9 np 40 C?' AIIN ~-y Qy x' i~~ V 2-0 I e'9 Q"9 a ~ _ ~p ~ NON-SfIRtNK 4 CROiIT TW G~01~lS1R~CnON N0~ THlS ~ ~ ) . ~ . ~ • . , ► • ~ , ~ ~ ~ ~ uOPE, SEE NOTE ? ~ , Df TillL ' , a ' , ~ ' , e ' . ~ ' , a ' . ~ ' . ~ ~ ' DRAIN TYP ' ~ 4~ NiJB t SP1G0 , ~ BRfNG F!t TER F RIC ~ ~ ~ 4 W5P SUPPORT (TYi>) CAST fRON P~PE . . UNDER BASE 6 MfN, 7'YP . . ~ PRfP~RED , ~ _ _ _ " . SUBCRADE ~ ~ DRYWE TYP '4 NOM-SNRlNK , . ~ , ' , ' ~ , cROUr ~s ~ s ~ N15 3,b o RE4~RRE0 ~ , ~ 7 /J012EW iR0i11 RESERIK7IR 'D ► , j30l2EW ~ /CRIJ~P NlRF ~ NE7.D ~ fi.00R DR~IINS ~ . S1D 46' T . ~r-~/ TO 80TroA/ Of PLATE T?P, ' . • , • . • • o ~ ~ . ,~H W Rf Ib PU lE NELD TO ' • ~ . . • ~ ' ~ ~ ° • BA ~ CI , SJD 48' TYPE 3 • AIH W RECAS T CRANULAR f1.L ~ ' - - , TOP t 80TTOA~1 fRAAIE , ~ a . ` BA & CnVFR P!?E ~ FLANQE . A ~ ' ' ° . ~ ~ NOT SHOWN i4 MAX GAP FRAAI£ _ • • 6~-6~ , ~-0 PREPARED ~ . , PREPAREI , . PREP/I Ri 1: WELO ALL N1RES 1~~ U AROUND ~ SU9CRADE SUBGRAD~ Tl? PU T~ 1 ' x ' SQ PLA TE ► ~ • • ~ • ~ ~ ' ~ ,4 ,e .1 ~ .a ~ SUBGRA:" F I 4 5 8 CALV ANCHOR ~11~ x iJt~ ROLL£D PLATE 8a (Tl'P 0~ 1) ~E ~FT~~ - 4- EPOXY DONELS~ ~~II=III~ ~ ~~~/P y~~ ~~p ~ C~C. W 4' EINBED~fENT, 2 =I~I RWCHfN SURFI SECTION e REIN~. . N~ - t0 BOTTOAf OF PLA1E, TYP ~ t~lt 1 BOTTOA! AT CORNfRS fi APLIIUDE ~ tOUG+'" ti 5~-7A4' /1YLI lUUE dc A~ "V ~ AT PIPE SUPPOR T 2 ~N SIOES~ J fROAI BONO~NC ACEMT c~A ~~a~E ~ SEC TI ON A ~ RE WfR 1, T~'~ ~ 1e w~ TO CASIiNG Wili IONDING AGENT Pl'~'?~ 'O CASTINC WAL! ~ ~ REJNF l.~,i A 10 WSAT "''r . ~ RESERMIR 7 TI C ~ 01L WA TER S PARA TOR 5 N~ - N~ - NTS J,6 . / , ~ 3,6 ' ~ a Nq01P~CH 3 REUSE OF DQC(~NTd RESERVOIR IMPROVE~IENT PROJECT sHEET s+EE • 10 ,►~~,,,~,~„~,,,,,~,E,,,,»~_ MODERN ELECTRIC ~ - G AWS~ROM ~ ~ ~a"'°`~` o~~• WATER COMPANY ~ sra~eo ~N.+~ , w~, ~~r oTMa r►ar ac ~ a ppppRnJN~n, yy~, SI TEWORK DETAILS o~h r~n+bur n~ wnrro~ ~un+adr~noM a~ aa~ Mu. na aar. ~,urr +w r ~ K~ I ~ 0. SAH 111 N0. I DA1E ~ REN90N 91' APVO ~wn ~cmonar. , ~ J ~aw~u DATE ~ - , , Na. ~ MQ. sx33"i.eI.20 T ' - TNRUST BLOp(, SEE 4 EXSr 10' AC PIPE AC PIPE ~ MRUST BLOCK. T)'P, 16' DIP fNLFT t1 , SEE • f1EX CWPUNG (TYP) TRANSIflOIV COUPl.1NC 1ON COUPUNC TYP) 4• , 16 FCA THRUST 910CK, 5EE ~ ' it ~ 16' FL 9FV SEE 8 fLG X PE SR SPOOL (TYP) BL OCK. SEE 4 EDCE OF EXST Cl1RB f6' fUIVGED OOL TO Fl~ ~ • -?Ox1~ RDCR (TYP) f6• J~ t= ~ t AM S P T . (F1ELD ~ERIFY ~ 16' lEE EXS C C U POR 1 NO i . EXST 10' AC PfPE SHON~N. SEE NdI~ ? EXST VAUf.~ 45 9EN0 (tYP} T8' F1GuFLG SPOOL , . ~o• ~t,~F o 7a AC PfPE ' 16' FL BFV SEE ~ ' - - SPOUL T?'P CONC SUPPQRT CONSTRUCT W E: , 8 ~ I ~a F~ ~ WALL PEIVE1RA11QN III~ ~y . ~ ~IN PLAf,~. SUP~ORT WIOTN s t. . i ~ , . NEW 14 8fV PROVIOE CALV PlPf SIRAPS EW SIM fXST 16' ~ ~ 7~ NO~E3 1HI5 DETAII • , ?0 BFY . , .R . . . . _ . _ : . aa sn . - ~ . - i . . kEw~~ su~r, s~ 3~ - ~ ~ 2ox2o r~ t6'Xro' ~nucER rrP ~ ~UCER (TVF) ft A T7AQF! 14' TEE TD ; : ~ , , ~ . ~ . , EXST FL~{1VGE ~ , MOYE 1HRUST EARS fRpU . E~T ~H~ S1 NELL (,'~/T EXSt 16"- 16 8FV 1 S D gF N0~ ' ~ i 20" W l1.ET FROA1 RESERVa1R REAfOVE AND 16' FCA E X S T B F V ~ R E ATTA I~ ~ 0 p P I P E A S D f S P O S E O F E X S 7 ~ F f R l/ S 7 T I E S T O M E W B F V : E X S T i 6 x 1 4 R D C R : , R£ A f O V E f . A C P I P E T H I S 1 6' R E S E R V C) I R O U I L E T ~ RED D X T]E EXST 14 OD SR PlPE ;ER W/R OU 1LET ' li . S E I; , RE10CA I~ EXST 1 f!' lRItIC AND AREA W T EXST 14 S~l PIP~ , TO f1T PR01?DE fC .i : - ~ NOT SHOMN~~ ~ ; : W~ • ~ REAfOVE AND O~SPOSE A. ~ : TER ,S~RNCE TO NEW 1Q , E NOZE ? ; AC PIP£ THfS AREA ~ AND DI SPOSE QF S£f NOTE 4 p ;~i fLANCED SPOOL, 1~OCAnONS : W~1L PENEIRAAON ~ _ ~ " EXST Fl.OW ~ : : ; ; p ~ TH/S AREA SEE EXST }4' FCA EXST FLOW METER ~F~ I: 7 ~11' FCA I; R f S E R W I R ~ w~«' ' d R E 1 f O V E f X 5 B f V O U R E T C O N N f A O N ~ . n (NOT SHOWN I 14 FL lEE ~ , . . ICA 1E AND ~SSEA/BLE PIPfNG SHOIMf . CA TE AND ASSEAtBLE PfPING SHOIM ~ 14' BURlEO ~fV, SEE 8 ' ' ~4' ~ ~ . , IN THI f T ~ I: S DETAII OR CONNEC110N 0 EXS~ IN IH15 OETAII FOR CONNECAAN TO EXS ~ W A T E R S Y 5 T E~ 1 P R I O R T O A I A K I N C C U T O N WA TER SYSTE'M PRIAR TO A/AKINC CUT Q -E PIPlNG SHOWN IECTIQN TO EXST ~ A/AKING CUT ON r • ` EXISTIMC P IPE EXISRNG PfPE J4 FCA XST NELL 1 2, COAROINATE PIPlNC IN7ERCONN£CIfON 2 COAROIN~IE PIPfNC INTERCONN£C110N RcorvNEc nav SEE xo~E ►~rK w+tx aw+vER IHRUS~BLOpf, SEE 4 . N17RK MITH OWNER l~QIF~~ 1. EX1STfNC E fPMENt SNOwN SCREEN£0 f! W ~a►~ EXS~ ~~~T 8~«~ r,a! 3 E TAI 4 D AND REPAIR FLOOR AS NECfSSARY II~ J. EXST PIPfNC OR VALVES REINOVEO I~YC~L 1 TAl 2 SCALE: 1 4~~1'-0~ J SCAl.E: J/4'=1'-0~ 6 ~ n ' 6 SHALL 8E RETURNED 1U OW~lER $CALE: 1/4~=1'-0~ 3 N 4, CLEAN PIPE EX7FRlOR AND PAlNt P1PE ANO FlTiUVGS AS SPEpFiED BfTWEEN FLOWMETER AN~ WALL 1. EX1SnNC EOIA~P~fENT SiiOiNr SQREENED GRIND AND REMOVE EXTRA 5. COAROINATE SHUT DOWN AND IlE M OF PU~fP S~ATlON W/ONNER AS SPECb ~ , CONC ON POURINC SPOUT CARRYFORAI Y~ 2. REA/OVE FXST 16 IEE, INSTAlL MEW SPOOL AS REQ D, FLC x PE. r~_ ~ r0~ OF OPENfNC. ARRY FORM 3' ABOVE 7iP OF OPENINGS 3. COORDJNATE SHUT-DOWN AMD 11E-IN OF PU~IP STAl1AN W/OMNER AS SP~Cb PlYW000 FORA1 • OiIVSHRINK GROUT AS 4. FABRICA TE AND ASSEMBLE PfPfNC SHOWN PRfAR TO ~IAKfNC CONNECAON TO EXIS~iNC _ ' NONSHRMlK GROL WELL 5 DETAIC. 1 • WAIER 515]E~f AIYD PR1QR TO CUT~IMC EXISANG PlPE ROUND OPENING s SPECIFlEO aECJFlED SCAt.£: 1/4'~1'-0~ J S. EXISANG PfPJNG REAIOVEO SHALL BE REIURNED TO OMNER DIAAfF1~R OF FUNCE PLUS 2 r TNRUST~LOp( ON i0' TF SEE 4 EXIERIOR SIDE r7ERroFr sIoF • (FAR iB DIA PfPE THRIlST OF WALL r' WALL ROU 1E W~ ~~A n~ PfPE AS REQi1fRE TD f0 AC ~ - 7 1. COAT CROf1T ENCASED PARTIAN OF 'PE AS REOLJfRED 18• PIPE IMTH SPECD COAflNC SY51EA1 WALL 1NICKNfSS ~ - 2. IN fXST CONC, BREAK OUl WAll 'ALL THICKNESS 10' FL D!P SPOOL AND REA/OVE ONL Y ENOUGH RElNFORCINC S1EEL TO INStALL PIPE. APPLY . APPROVED WA 1FRPROOf BONOfNC 10' Fl~E OfP SPOQL . . ACENT OVER EXISTIMG CANC SURFACE EXIST ~aLVE ~IEIER WT , BEi'ORE PLALYMC NON-SHRfNK CROUT ~ , ~t1........... e■ 14 PlPE ` - - ; - iF,.~_ - : - -y+ ~ • . . , ~ xz Fa Hor n~ c~uv w~ WAL P NETRA TION 7 ~ a ~ • ~ srn~ EXST 10 AC I r ~ fXST f0 S1L ROUCfI CONCRETE TO " N~ - ~ iQ' TRANSIAON COUPUNC AfIN K A~fPUTU ' ' ii' CHAAffER ON ALL CORNERS ~ APPL 1' 80NDlNC A T f 0 FL BFY 8 ; I . . SET COVER 01~ VA4VE BOX CAST IRON 110, AS SPE , i ~ 4 D f A x i 1 L O N G N O l D I P C A L V A N D C O N C P A D K B£ L O W ~ ~ 'ON LID. AS SPEC D " I XST NfLL 7 2-/3 11fS . ~ 1 i ANC~lAR 90LT (TYP) CRADE fN PA4EMENT OR PROYIDE i-8 SO x~ iB x10 fL RDpP . ,l~ SEE NOTE ) ~ ~ 4 EPOX?' DOWELS ROAD SHOULDER AND TNICJ( CONC PAD = 1'-6' SO x 4" VNC PIID 16' FCA FLUSH IN7H RNISN 1~ W 5' AIfN EA18ED~IENT CRApE ELSEWHERE FlNISHED GftADE 16' DIP y}° 1'- D GRADE TU RESERVC~t 4 P x . ~ ~IIIE 'CAST IRON VAL4E 80X, ~~T 6 RE U E ST,Ii PRESSU 2- EACHW~Y U~PER SEC110N 'ON VAC VE BOX. sEc nav e'-0~ PfPf W EW COPPfR PIPE ~ ROUTE p►F 1FIlq(NESS IS d~ t BOTTC~I - AS SH WN TO £XSt }0 AC, OWNER 6' AUN, i'-0~ AIAX fXTENSION R00 R£Q'D IOIV ROD REO D W 2' I 1U INSTALL TAP ~ SAODLF ~ 10' AC, OPERAnNG NUT AS SPI d~g: i SEE SHEEt 6 VALVE ENDS AS 1NG NUT AS SPE b 1. EXISANG EQIIIPMENT SNOWN SQREENEO ~E~'~ 2. EXST PfPlNG OR VALVES REMOVEO N R T P!P UPP R T 6 . sH~u e~ ~nmrv~ ro owru~ ; : ~ 5N HUB ~ SPICOT CA; 'B * SPlGOT CAST J. COAROINAIE SHUT-DONN AND AE-IN ~ NTS IRON DR~41N P1PE EXI~~ OF Pl1AlP STAl10N W/OMNER AS SPFCb ~ ' LENGIH AS REQUIRED tA/N P1PE EXTEN570N, IIS REQL11RE0 4. FA8R1CAlE AND ASSF~81f PfPfNC S1kONN GfAR OPERA TOR PftlQR 1l7 AIAKINC CQNNECliON Tb EJOSAMC PERA TQR WAIER S?51EM AND Pf210R TO CUTi1NG ; EXISTINC PfPE ..............__..T.._.._._._.._.... 7 ! 5 BURIED BU TTERFL Y VAL VE 8 SCALE: 1/~'~ I'-0~ 6 N~ J, 6,11 5,11 . ~ DSCN T - • • T ~ ~ d NOOIRICN ~EII~E OF DO~.`I~NTS RESERVOIR IMPROVE~iENT PROJECI ~EEt 5►~ET 11 wi s oc Mo+ a ~ n~,ooawo~r,,wors„u,,,wo,ESO,~s•~oon- ~a,,,~„ MODERN ELECTRIC 4.~' ~ ~ M AUISTRaw ,oiwa, s nior~n,v ar ~ Nu wo s"10'~"r c■~+' ~ WATER COMPANY . 'uN~ ~ g~80 u~, iw ~ ai w r,Kr, ra~,wr oniu r*o.~a► r wor ac Na+ a YARD PIPING DETAILS o~h r~►~our n+e wnrnN wTMan~~a+ a a~~ ns rar, ~c~urr OPPORiUNI1Y, WA. PkO,~ oArE „w ,.a PkOJ ~ D. Slfllk N0. IDAIE I REMSION ~ BY ~APVD ~a~~LL rxn~aaaiar. ~ ~ lK3JMt dl ~D .ta STEEL ACCESS ]U8E WALL fROM RESERVDIR 1MDTH FLOW M£1ER N rD hr 90TTOA1 HYDRANT ONLY 1Y4; W5 90' At TOP WASHDOWN Hl'D, i iH W5 lEE AT BOi7i~AI HYD N IU ~ t t ~ ~-~ccESS n~eE ~ ws ki~ (r~) ~ J'-o' ~f'-~' . ~ ~i , ~ b i ~ U IN WS ~5 ELB~W 2' 1kRU 12' PIPE i f i i, ~ RESER VDrR AIfG TO PRO NDE ~ ~ ~D ~ II SUPPORTS FOR WASHDONN PIPfNG AIALE x NPT QUfCK CONNECT , ~ ~ AS REO 0 ALL PfNETRA RONS ~IUST HARO COA TEO ALUAlfNl1M OPW, ir) '-6 I ~Q i, ~ 8E WATEkAGH~ _ AIODFL 6J3 F: OR EOUAL ~ ~ i, ~ I i~ 3' HIGN r J' INO~ HIGtI x 3' W►DF CAP, H~1RD COATEO ALUAfINlJA1 ) I CQNCREI~ CONNE STEEL RESERVnfR BOTTOAI OPW, AIO~DEl. 6J4-A: OR EDI1A1, ~ ~ iii 7WCRETE CONIYECTOR ATTACN IMTH CHAIN STEPS ° ~ d CRINNELL F!C 1 1 ~ , P R E C A S T V A U L T Y N T N J x J L O C K I N G 9 ; iii l ~ iN 6ALL VACVE, S~E N01ES DOOR COVER ~fODEL 3J2-P ~ RESERWIR FDN PE STANQNfON ~ SADOLE S1D PfPE fIANGE, WID1H, SEE 1NREAOfD COUPUNC ATTACH TU CONC MOTF 5 PLAN , w 4-~• sst srtlo ""-'A'F r~"ns 1NREApfD COUPiJNG CRO~HED END COUPLING, PAfNT SAME ~ GRAMUUR FlLL TYP 3 PUCES AS P~p~NG NEDGE ANAHORS. eIQIES: 2 WS WASHDOWN AS SPfCO i 5'-g• F~ . GALVANIZED RODS OVE'R R f. 8ALL VALVE in BE LOCAIED BETNEFN ?4 ANO J6 + NO~~~ 1 M CROUT FlTTINC AND EMBEDOFD r ~l INCHES FROA/ TANK Fi00R OR WALKWAYLEVEL 4UICK fN CONCRFIF 7 CONNECT LOCAIEO BETWEEN JO AND 42 INCHES III = I_ o~.~':'~;. , Ti1BLf FOR SI ES ABOV~ ~ooa. IIII=II1~ , ~ - • ► - ► , , ~ ~ . , ~ 9 ' 4 ~ 9 ~ fITT1NC ROD 2. PROVIDE W~4SHDaWN HYDRANT AT TOP t BO~TGMI 1-6 3-D -6 S11E SIZF EM9EDAfEN1 DMENT OI~ TANK. TOP WASHDON~N HYDRANT Sl~flLAR Jl7 DETAlL SlfONN, REPLA(~ TFE WITH 90 EL80W ~~N 12' ANO LESS ' fOR TQP Hl'DRMIT ONlLY, /lS 30 7" - - r4'-~s' Ne I J8' WASHDOWN N Y RAN T 1 ~ , B' 0 FLOW PROVID~ NEOPRENE WA fSOU RAN PAO, 16 • , , , FF~E N13 e,.~ SIAf1L/1R l0 A/ASON TYPE MV OR KARFUNO , OIP OVERfLOW KORPAD 40, UNDER SUP~ORT FDOT WHEN PIPrNC NON-Si~IRlNK QRWT (TYP) iS fSaArED OR SUPPOR~ rs ~D,~(aE1vT TO M1NlMUM BFARlNC AR~A PIPE PORT ~fECHAMICAI EQl11PA/ENT. ARfA MAIERUL AND PfPfNG SCHfOULE ~ 6 1 CYOR,UN ROCK DEP~I x N1DTH KEY P 4` DIA DRAIN ~~F~ MD TH N0. DESCRf nON AND CRA IE OIA . SECTION ~ ~=90~ ~=4~~ ~ f~ FL~ GATE ~i1LVE 'I 0=45' 3 20' I5x7I 6x6 I 4x6 PlPE SUPPOR T ~ 4x6 ~ F W M T R VA(1L T Z • _ N~ _,i? }6 4xs I sxa I 4x4 3 fLEX18LE COUPUNG, ~YP SCALE: 1/4 ~1-0 J,8 4x4 I 4x6 I 4xI ~ 4x4 I 4x4 " 12 Jx41 4x4 I JxJ ' 4 FZC COUPLINC ADAPTER, TYP 10 Jx3 I 3x3 I Jx3 I 3x3 I 3x3 S 2' OOllBLE S1RAP SADOLE TAP TO RFSERWIR TO RE5ERV1'NR . CONCREIE CLEAR OF JOfNT AND JOfNT B IFLGxA.C REDU(~R ACC~SSORIES. VNT /IND JOINT . 2. CANCRETF THRUST BLOCKING SHALL BE PWI '-0' S~-0' _ i 5'-8~ ~ I~~ ro FlT 5'-6' S~-0' '-0~ AGAINST UNDISTURBED EARTH. ~ _ J. 1HRUST BLOCK DEP1Fl SHOWN SHALL B~ N SHII LL 8F POURED I. I SHAL.L BE NTERED ~ ~ E BF VALVE ON 1HE PfPE. FOR EXAAIPIE, !f TNE PlPE IS I rl~E PrPE ~S 5' ; AND THE RUST ' WASHOOiNV BELOW THE GROt1N0 SURFACE, AND THE RI 2 CONDfNSAIE BLOCI( OEP1H IS 6 ET, , , ~ ~ , ~ JNLE1 US LOCK DRAIN ~ ~ SNOl1L0 9E FROAI ? 5-6/2) TO 8(5+6/2) 7HRUST BLOCK r0 6 (5+6/2) RESERWfR FEET DEEP. wA~~~ 12~ OVERfLOW 14' OVERFLOW ?0` INLfT DRAIN W~SHOOWN TO RESERVOlR 4. DfP~H OF IHRUST BlOCF( SHOWN MA1' 8E Ch 7WN MA Y BE CNANGED , , ' ~ ~ 3 ' CONOENSA TE DRA1N FROAI TMA 15HOWN IF AN EOUA! AREA !S PRf J J 3 ~~~R EDGE OF FLUIED C DENSATE CffLINC DEP1H x IMD1H ~ND THf BLQCK !S CFNTFRf AL ARE/1 !S PRO NDED XK !S CENTERED REySERVn1R 20 OUTLET COLUMN THE PlPE (S E NOIE 16 lNLET , N-L1NE 80051ER 5. BEARING AREA FOR COA18fNED THRUST BLOCI ) THRUST BLOCK s WASHDOWN Hl'D SHALL 8£ EWAL TO 1HE SUMMA AON Of ARE 3 4 7 1 1 7 4 ORAIN ~~r ~ ~ RE~UIRED FOVt EA(~1 PfPE MA AON OF AREAS R£ VOfR ~ ~ h OVERFLOW ~ 16 OU1LE~ , , , ' ' 2 ~ 5 ' ' THRUST BL K 4 RPBP PfP~MG, 6 8 2 RPBP PlA1NG. N~ J,6,10.11, ~ r ~ )vr• F ' 1 3,6,10.11.12 ~ SEE ~ 6 ~ , ~ , ~ - 5 ~ k ~ s 7 ' DRAIN o~ o~ FOUNDA nON ~ ~ ~ ~ ' h ~ h ~ ~ , J ~ ~ FOUNOA AON ~ W5 PfP£ 3 n e RPBP ~ J ~ q• ~ ~ ~ ~ ~ , e . o. .'0 ' Q~ .o . • " ~ • p ~ ~ 0~°~~ • a .D, ~ 0 ► , tl. .a . 0 ~ ;o. ~ a • p PIPFSl1PPORT, Tl'PEACH . . . n ~ . ~o . SIOE OF PUAfP, SEE ~ fD SEf ~ • , ? WS OYERROIW ~ r f0~ SEE ~ . 6 a h ~ e ~ 0 6 PIPE SUPPOR~ , ,z ~ , - - a. ~ .Q - ~ s~E ~~~u~ , 3 - s ~ ~ , ~ - ~o' w5 ovE~r.ow rE ?~5.0 i - rE 20~. ~ - ~ r~ ~osa.s ~ L e~u v~i►~, n~ ~ r~ zo~. 1. ALL PIPINC NdSfDf ` ~ TO YARD PIPING ■ RESERWfR IS S1EEL 2. PROHDE PfPE SUPPORTS Fa~ ~u iN~~a~ 7 PlPINC FROIIf RES£RVt7YR A CKF W PR VEN T10N DE TA! 6 STRUCTURE ~ _ NTS ,~d i- , . . . , . T ~ ~ TI~ ~ ~ a NOORICN REUSE OF = RESERVqR I~IPROVEYENT PROJECT 9~EE1 ~IET 1~ w~ a aa Ma a ~ M,~„~ N,,,a„a•~- ~,R„~, MODERN ELECTRIC 13 - C~ AWS1R011 rau~ ~t ~ ~~M~~'°'~~."'°`~` WATER COMPANY SITEWORK AND ~ ~ A. STORBO usm, ~N wHO~ a w ~+utT, ~ rwr o~ v+~cr r Nm ow[ wi a DA1E wnburi►+e~nr~v+wn~z~naava+n+►+u. naasrr,~a~usr OPPORTUNITY,w~. PIPING DETAILS DATE yw =3 +-+A ~ ~ ~ D. $AN1H N0. IDA1E I REMSIp~I ~ BY ~APVD ~o~I1LL fGKnnOOO~nnilr. ~ ~ ~ ~ !10]Nta1.~D ~ ~ ~ tu~v~~ av ~ ~ ~ ~ ~ ~ ~ s ~ ~ , ~ ~ COMPRfSSEO AIR coPPER rus~n~c EOGE OF w~+r~owN P~ar~o~~ - ~ q~a[}EH ~ RAlL1NG ! A90VE ~'j" COMPRESSfD A!R ~ ~ PLATFORM Q COPPER TU8lNG I ~ ~ ~ I r-i , L . - " I ~ I - - A ACCESS I i4 I i N rveF i i ~RnTrn~c i P ~p ~ I j ~ ' LADDER ~ ~ j BELOW PLATFORM 1 I RADJO 1 ~ ANTENNA MOUNfS i TYP OF 3 P ATFORM PLAN ! RADlAL L , - j AIR CO~MPR~SOR, . ~/N "+C-0" ~ MOUNT OI~I GRATING -T-^--, I ' ,•tid•, I • •t ~ , • ~ ~i . I • '•t , i , COMPRESSED AfR l ~R ~ CoPpER ruerNG ~ , ~ ~ WASNDOWN ~ t PaoviDE r TNREaDED i I WITH CAP FOR ' i RADIAL PLATfOftM Bf10W, STU9 . E PlAN THfS SNEET fUTURE CONNfCTION ~ ~ ~ ~ ~ ~ I ~ ~'r ~ COLUMN . ~ WELD-IN PLACf 2~" LARGE ~ AADIUS RIGID STL CONDUlT HANOftAIL INLET ~ i , YP ~ EL80W, T OF 2 ~ ~ , SHELL • HANDRAJL POST ` ~ ~ " r ~ ~ 30" OIA p~rtFr ~ r ~ MANH0IE MOUNTED HOSE POST N 4OSE d ; ~ HATCH ~ ; RACKS, SFE A - - - - - --~.~reP~-----._._._.- - 3 ( 3 1 ~ . . . -~4,~ i 14 I ; PLATFORM r f6 ~ ~ ~ 9EL04V PAIMEAS HATCH 1 ~ , I 16 - , ' _ _ ' ~ y~ HATCH ~ ~ ~ ACCESS RF ~ LADDER BELOW OvE LOW TUBE M I ' a ARArN ACCfSs ~ VENT ~ ~ TUBf , I , ~ 1 COMPRESSEO ~ I AfR DIFFUSER ~ , RESERVOIR ~ _ j . tUBfNG . SNEf.I ~ I • ••3 . I j , ~ . ; I . ~ ' ' . " t I j ~ I ~ I I ~ I ~ ~ P . P ~a ~ i i c ~ i i i i ~ ~ i N ~ N i i ~ i „ eo'-o L 7 . . . ~ ~ TYP ICAL RESERVOIR BOTTOM PLAN 1R ROOF PLAN TYPI A RESERVO CL x N ~~~r-o" AESERVOIR ~1 SHOWN ~N ~:p-Q^ RESEAVOfR 1 SF~OW RESERVOlR N) S~MICAR RESERVO~R M~ SrM~LAR f~~s~ t • I ~ \ f~ ~ ~ y i I ' ~ _ _ ~~~{I{'. ~ , , r ~ nsow REUiE OF DOCUMENTS RESERVOIR IAIPRaVEMENT PROJECT p ' SNEET Is - K. KOANNER n~t oocuFNt wo o~s~cw Nto~ uA ~s o~ ~ ~ ~ MODERN ELECTRIC ~ POMTfO 1EREN~ A{ MI W1Nl~EMT Oi PROfESSI0MI1 d110~+K OMwINO. ~ B. LAZARO ~v~, u t►E n~o~eir oF wy r+u ~vo u rar to o~~ r o~,,,~,~~T WATER COMPANY TYPICAL RESERVOIR LL ` ~ ~ U~. N MMOIE 011 M ~MT. FON r Iqi OrE N(~ ON ~ ■ C. SUN08ERG winaur r►~ wnTrtN wnanu~1roN a n+a~ N~~, n„s s►~Er, ba,st OPPORTUNITY, WA. ir DAtE J/W 993 ROOF ANQ BOTTOM PLANS ~ ~ "P'A nev~s~ow 9Y ~Pvo oaw Nu scKCt ,~ccoeo~~uY. 0. SM1TH N0. ~ OATE ~ ~ _ S Fp°J SPfc33661.0t ~ ' GD OONTROI D~iF:110222 q-,W~-199J II~r1cSECi.DIY ' 1 2 ~ ~ 1 / I e ~ 1 ~ ~ yFM F!E!0 VERfFY HORIZONTA! I 30" 01A HATCH 24" D!A HATCH ALIGNMENT Of ANCNOR 9(kTS I WITHIN TOlERANCE REOD 8v ~ w PR ~ p G108E fNEEDLf! j HANpRAfI CONNECTIpN TO PEOESTAC ~ COM E yAtVE, 5FE NOTE 4 PRIOR ~0 PIACIN~ CONCRETE A!A COPPEA -1 Q 801T iUB~NG W~H~'~'N WELD ►N PlIICE 2~'" lAl7Gf RA0~11S F1HC~WS ~ IIYDRMIT H ~ ~ 1 foR rH~cx wa~~ c~rv[x~rr, TYP OF 2 - _ « . ~ ~ ~ ' PROVIDE lMERfOA C,~ IJ ONLYI ANCHO OVERFLOW ' THREAO LENGTH SHAlL ALLOW i CNArR ~ A►vCHOR BOLT ~CHAIf? 6Y SfF VACWM REUEF ~ fOR VERTICAL TOLERANCE-- RESFR4 2 ~j ~j ~ SUPPLh CHECK VA1VE i' p~ . STJFF N R RES€HVOIR SUPPL1ER IS ~ ~6 GI.OSf INEEDLE F E ~F 1%" NOnISHR~NK , ~ EL 2f90.00 ~'-0" MIN CLR ~ V VALVE, SEE NOTE 4 RrNGS, TrP o I~ fNTERME0IATE G OUT A " ~ RF P ATFORM ~ ~ ~ :F.L.21$$ RADIAI OVE LOw / L ~ - _ PLA~FORM DETAIL X ~ I ~ r - - ~ LADDER TLET . . . ~ ~rv~Er ou rs • I ~F~ lNLET PROVIOf M1N 8-~8 i I 1 I TUBE SUPPOftT PIPE . { WASHDOWN 9ARS SfCI/RED TO r8 VERTS LL AS SPECIFlED, ~ C4MPRESSED AJR r AND 80LTS ~0 PROVIDE COPPER TUBfNG PRECISE MICMOR 90LT • ~YP _ r. ALIGNMENT . ( 1 ANCHO . . . NNCT.JR R11 ~ ~ AS SPE A!R DiFFUSER TUBIIV~, ~ AfR OIFFUSER TU91NG, I 4-~b VERT BARS AS SPECIF IED A S S P E C f F f f D ~ A S S P E C I F l E D ~ ~ S F C U R E r 0 T O P d B O T _ ..~,r. _ MATS OF SLAB RST ~~T WASHDOWN I _ NOrE 2 4000 PSf CONC 9lOCK TO ~ SfE ~ STEEL ~ ~ ~ CONDENSATE PROVrDE POSir~vE vERrrCnt 0 DAA1N CEfLlNG SUPP017T FOA 80tT - . . . . , . . , . ~ SEE NOrE ~ ~ / , 1 SHELL MANHO~E ' ~ • „ ~ ; I ~ f. 4 ORAlN, SCk 80 WS, W fTH BALL VA1VE - HATCN THRU P~INfERS AS SPEClFIED, TOP OF DRAJM TO 8E ' ~ ~ ~ TRO~LEY FLUSH WITH 80TTOM OF TM1K. 4" 9A~L ~ CONDENSATE rnP FOA ~ - va~LVE TO 8E LoCarED FoR EASE OF CEUrNG - ArvCHOR BOLT DErAiL a ~ PRESSURE BALL YALV pAJNTERS OPERATlON FAOM UAPfA PLATFORM. ~ dONDENSATf ETAIL ~ B TRANSDUCER SEE NOTE ~ }IATCH „ qRAIN NTS SEE NOTE 3 2. TOP OF OUTIET TO BE 6 AAOVE 90TTOM ~ TANK MIN. I ~ - LADOER ~ ~ TYP 3. LOCATE TAP r-0" BECOW 90TTOM ~F ~ • SEE LAODEA A T ON NOT ~ MO(1NT 2 HpSE TANK ON OUTLET PIPE. I ~ DFtAIL ~~NS ,41LATl ~S, iTfS,• PRESSURE ~ RACKS `3 1, SECURE ANCHOR A01TS FIRMLV fN PLACF r TRavsDUCE~ ~ ~ - 6 SFF ' 4. LOCArf GiOBE vaLVE foA EASE ~ 15 ACHIEVE REOUIREO TOLfRANCE M1D PREVE 4tY 1N PLACf TO ~ AS SPECIFIED ~ 3 pF pPERATIOF! FROM UPPER PLATFORM. I MOVEMENT WRING CONCI?ETE PLACEMEM ON HANDRAIL JCE AND PREVENT T E PLACEMENT. ~ 8 A!R plFFUSER TO 9E LOCA~ED AT SAME ~ 2. ~Or~rTOR NOR~ZOrdT,4t ar~0 vEATICAL a1~G 5 F Of ANCHOR 80LT5 BEFORf AND DURlNG ( VERTICAL ALlGNMENT AND DURlNG CONCRETE ~ „ AR A E~EVATfON BELOW PLAT OAM ANO AT I ~ ESSt/ E / UPPEA GAATIMG OVERFLOW. PLACEMfNT. - RfLIEF VALVE - PLATFOl~ ~ - ~ AIR 6• MOUlYT A1R COMPRES.SOR SECt1RfLY ON ~ FUfUAE FLOOR ~Rar~NC. - COrNPRESSOR, { L ~ ~ ~ ~ SEE NOTE 6 wasHOOwro - ~ sr,a~Rs ~ ~E S ~ - FLOQ~? ` ~ 3'-0" MIN CLR I I b ~ ~ SUPPORT N4T~; ' Q 5 BRACKETS I FUTURE FLOOHS . ~ ~ DE51GNE0 fOR f25 PSF fLANGE CONNfCt OR UNIFORM LIVE LOAD PAOVlDE fLEx18LE FOR Q~TAI! OF ';I COMNECTIONS AS ~ HANDRAl1 PfPING IN tHlS i ~ - ' FUTURE FLOOR ~ AAEA SEE ~ { ~ ~ ~ NECESSARY FOR ~ C ~ ~ FIELD CONNECfIONS INFfRMEDfAT£ ; ~ FOR RESEAVOlR N0. I; c ~ OF WELDED STEEL PIPE - PLATFORM, TYP f2 ~ SEE AfYCHOR PLACE 6" TOP COURSE ; 90L1 DETAIL ~ FOR RESERVOIR N0. 1: ~ ~ , h b - REPLACE TOP SO1L W I~N 6" ~ _ _ ` ~ ~ ; ~ ¢ MfN rN1CKNESS - ~ 4 ~ H a10~12"EW P~pE SUPPORr N ~ ~ ~ STAGGFRILAPS ~ ~ ~ MIN LAP 8' 6' AS RFW IRED, ; ~ ~ ~ ~ rrP ~ , . ~r'~_`...... . . 4 . ...V. , i I ~ ~ i i i i i i~ ~ ~ ~ ~ ~ ~ ~ ~ ~ i i ~ , . . ~ ~,-~N ~ 1 1 •J~ ' I ~M ~ ~ _ - - _ I I f.ADOfR , • ~ i ~ ~ I I CLR 4 a6~12 , , , , ~ ISAFETY CLfMB DEVICf _ I I tYP a , . ' ' RA NOT SHOWN. TYP! w6012. , ' ~ V~ ( ~ WULAR i .1. F~1L HOOPS ..~++rr . . , ~ _ ~ CONSTRIlCT ION _ ~HI = I ~III SLOPE, NOr - r I T0 SCALE _ f-0 ~r - ~ = HUB d SPIGOT xt008" EW StAGG R ~~N E CAST IRON LAPS, MIN LAP = 6'-6" ~ PREPARED SU9GRADE pRAIN P1PE ..o ..o , ~ N S T ION FOUNDAT ION AND LOW ER COLUMN SECT 1 N S R IR AN UPPER COLUM EC A 0 A E VO D , 't e,i3 •,r-o" RESERVOfR ul SHOWN a,e,rs ~ ~ RESEAVOrR a7 SfMrLM . ~ ~ - • • ~ T ~ o~+ REUSE OR DOCUMENTS ~ K. KORN#R . RESERVOIR I~IPROVE~AENT PRaJECT , °°a'E►rt, "E'°E~s o~aaNS "co" 01 "+o~ MODERN ELECTRIC ~ N ' n"' , ~ 8. IAZAAO raut~ ~~cw, µ ~w w~r oF r~tt~o~►~ onww,~ on~w.+o. • a M MIOPEIITr Of pW ~~'►D Ii rat t0 o~~r WATER COMPANY is►tE r 14 bWG- 40. " • C, SIR~BERG e~ usEO, w~E on M PMT, ran nnv oT~~ mo~ci ,~,~T ~ TYPICAL RE p~ ~ w~„~ ,~IT1EM a ~ SERVOIR SECTIONS ~ `E~aiPES ^if 1T~1~-I ~w AUTMOIIIZA SCKE~EACCONOMOIr, OPPORTUNITY~ WA. ~ NS DA,E ~i yS r-~ ~ + ~ D, SAIITH N0. DATEI AEYISION BY ~~PW OpGM ~ll 7 . . I I . . IJ~ PROJ SPfc33Ebl.111 r,ri . '~t,~s~ av ~ 1 I ~ ~ i ~ I s ~ ~ -'T'' SECONO FLOOA i j LANO~NG EL 2071,30 i ~ FILL W/ CONCRETF ~ I RESfAV01R R1, r 1.30 i E. ~ ~w0 ROUND OFF TOP EL 2084.30 ~ o W ITH GROUT PLUG I I R~~~~« N~ f i ~ ~ ~ 6° o; 8" SCH 40 GALV STEEL PlPE • ~ i GRrNO SMOOTN nll LADDER ~ ~ R4U('H AREAS ANO EDGfS ~ , ,0" ' $~ppE TOP OF FINISH SLAB j ~ ~ , LADOER DN . WpSHDOWN ~ HANORAI~~ 1 ~ lNLET I HANDAAfI ~ ~ A ~ ~ Q ' RESPACE SLAB RElNF - ~ I ~ o~ , .o I ' o AS NECESSaRY t0 = i ~y ~ ~ MAINTAIN 2" CLR TO 4 ~ ~ - - ~ ~ PrPE w/0 CuTT~NG BARS ~ ~ , . rr~TERMEO~nTI !lvTERMEDIATE b ~ ' ~ ~ _ _ _ ~ _ 1r~10~NG - - ~ - ~ _ ~ - ~ LAIVD►NG ~ E ~ I i N~ ~ e I STIFFEN►NG ~ STrFFE W~ ~ i ~ ' RlNG RlNG, IF + ~ ~ AEOUfRED ~ 7 ' , . i i A ; ry~4 ~ ExTER10R a ~ ~a ~ Q 1 OVFAFlOW ~ ~ ~ ~ ~ ~ Q'p •;ti Q ~ ~~y - t I ' ' Af~ h ~ ' C " IA H90 I ~b 4b ; S D SC GALV STEEL PIPE I FfRST FLOOA aR ~ PROvi~ ssr s►~~Ms ~ LANDIIJG El 2081.3Q TO FI~ RECESS AAOUNO N N RESERVO~R +rl, 12061.30 t 3 ~ F F TOP AND STAB~L~ZE POST. , EL 2074.30 RlNG AB ROM ~i • ssr PinrE, ^ ~u~N oF rHREE ~~20~. PLAN PLAN RESERVOIR x7 t w7 ~ ~ i 1~ TO MATCH , w SH►MS TO 8f fNTEAMITTENT OD OF PfPE TO PERMIT REMOVAL \ E - ~Ar rF rA~ s , 1NTERMED E PLA ~RM i ~ ~ 4 , COLLAR, SAMf ~I~ °~Y-0" RESEAVOIR ~t S►~OwN 14 /N ~~-r~-0" RESERVOrA pl SHOwN 4, 8, t 1 14 e ; MATER►,4I. AS POST RESEi?VOIR ~7 S~MILAR AfSERVOrR w7 SrMrCAR ~ 3 SST PfPEx1'-0" . LONG, I TO ~S ~ ~ rNtERMED~ArE 1 ~ P •q ~,v ~ ' ACLOW ~o. PLATFOftM, i SPACE - ;r. SEE DETAIL 4 AEMWABLE ; ca~ % V •.o e ~ I POST ~ ' CONDENSATE i~ ' ~ • ~r CEfLING i i PL x 00+1" , i ~ _ rNrER~oR ~ = , i ~i i i COMPAESSEO ~ E AR P S 1 ~ 2 ~ I A1R COPPER TUBING i o GU D 0 ` Nrs a,e ~ ~ b ' ~OP OF SHEL! OVERFLOW Wf IR a ~ E~ 2r9o.oo LAODFA, TYP " ~ ~ z i a , , e~-o°o~xr-o°xs~-o~~c ~ ~ ~ x~"TH1CK AOLLEO STEfL ~ a I ' ECCENTRIC REOUCEA ~ j ~ I ~ i FuruRE _ ~ C ~ ' SfCONO FLOOR ~ I ~ LfVE1 ~ - ~ 1 f ~ _ _ iNrE~uEa~arE ~ I b - - - - - LAND rNG !t t ~ ~ ~ ~D ' COMPRESSED ~ i AJR TU9~~1G ' I I I i ~ ~ o ~ NANlDRAIL~ I 3 ~ ~ ` o TYP ~ ~ AWWa CLASS 0 ~ FUTURE " I' e . _ Q FLANGES FOR f IELD j FIRST FLOOR ~ . . -I _ - ac ASSEMBLY, SPAClNG LEVEL ' . ^ , AS RF 0 0, TV P ~ ~ ~ I i - A!R OIFFUSER I ~ fNTERMEDIATE ~ SECTION ~ P1PE SUPPORT ~ LANDING ~ i aS SPECrFrEO, ~c - RfSERV0IR Typ ~ PLATFORM SHELL ~ ' 4 SUPP~ORT, TYP ~ ~ . ~ b RESEAV0IR SHELL ~ ~ ~ AIR DIFFUSER RESERVOIR I I SECtfON FDUNOATION ~ ' ~ ! ~ , ~ ~ i ~ 10~~ PfPE RESERVOIR R1, ~ i2 PiPE RfSE~vOrA r7 i ~ EI.EvArronr ~ LAD R DETAIL DE T! N 3 SEC 0 8 RF C NTRIC REDUCER 2 OVE LOW EC E Y. ~ . ~4 i•~r-o° - ,,,r-o° ~4 ~ r ~,r-o° _ _ _ _ ;r,,0 l: I~~ ~G 8 ~ T , . ' ' f , ~ S°" K. KORN~fR REU8! 0~ DOCUI~ENTS RESERVOIR I~IPROVEI~EN1 PROJECT s►#Et ~ TNI) DOCSI►ENT. wo r~ ~,,s ~►o o~sa~s r~co~- ~M u a►~ ~ a+ S►EE T ~S t Iq1A1Fp IEIEM, ~s ~w wmue~r a r~ssww~ ~p•~ o~~w~«. MODERN ELECTRIC ~wa f y~' ~ ~ B. 1A1M0 f° ~ o~ M~ a ~ 'E""'c~' u"E "'°~"TY o~ "'~"'u ""°'to ~~~r WATER COMPANY TYPICAL RESERVOIR :)WC3 NC1. •~s~ nrstti~~~.~ C. S1~BERG ~ us~o. N MIIOI~ 011 MI ►MT, roe ~r one+ rno.~cr s~aT o►t nrc« on ~~TE ,~N,~~ WI1fqUT 11E pRITiEN AU1FqI11UT10N OF Qti~ MLL. TM~= y~T AQA1:T o~PO~n,Nmr, wA. STRUCTURAL DETAI S ~ ,,,o~r, L ~a OATE ,JqN }993 ~ D, SIAITH No, a~TE NEvisidr ar ~~vD oaw ~u ~"u~ i0C°"0 ~ , I I _ ~a, ~r r ~ , . _ . . . _ _ _ _ . _ _ _ _ . pOJ SF~c33661.61 _ _ ~ I , 1 ~ ~ I ~ I e 3 aetf~t rKVe ~ rKVt ax w~o urM ~ rucN pp,R~ uw~ ai rua~ r~~o ea > ~ i nNw aMOc • u~ons p nl ~p TO / V.C ICmUIE ia y NtAD~ I I.Y C- IOrI~E 10 ~ M/1t!! ~ ~ • FBIOIMIl11lQ0~ . A lATE11Al L!! s ~E /Ail j a0~rt~0.~! - WYNIM! CO~M011 wll~ 100~ER v~LMlI t WOlEDONO A1 ON tA1t ~ NfQ1FED Ir ~E~1. CQRI1Qltl1 ~ ~ D l1l~ 1A/!G f AMl ' `-N11q l~! RTTNO I , I ~OIIACTEOINIM[11L7~11 F1H iiql0~Kp0 1A110ElidE IR I DETAII~ f 1 ELECTRIC CONTROL VALVE•LAWN n ~ b ~+u ~ ~o~ 7 1~Or ur ~►~dte- r ro► ur rnaa• ~ ror ur anae _ 4 uwMiwua+ rwurua+ - - - uwN ~ wua~ - ttEE~ EDOnO+~ ~R wm~ tttet ~rwae ~ ~c oc. A _ _ _ wua n~+auoe - ~ i w~ M~IEIAED ~JOI 1011N TtN11 M~D I fNwEO Ioor ~ ` m III f~AM OII~D! /.Y.C.INRE g ~ ~ _ ~DY I.v.C.IMRt •xr t i,ucE - - ipPl! T~ hy~q,~qN~ IN'MO,IOMf TA/lf AtMJ~I~ AIR1<Y lMI~IRJOfrt ~ r.r.c. ur~w u~e r.r.c. r.v.~ _ - - - UTEML L/~ ~ , (ATll1Al l/! ~ ~ EL LAWN EDGING TAII 3 /1 POP UP SHRUB HEAD DETAII LAAGE TURF HEAD e STE ~ POP UP LAWN HEAD DETAIL ~of ~ ~a~cxe ~ w~c~u ~ Nrnm~xe 7 lOdlNO YAIV! MN~M - - - .MErEIf' YKYL lM1N 1 Mldl IOIIWITHIOCIOIO ~ COYE/l C NIIIlI OMO! (~Mlp 1 IALCM liE CAP fp1 . - - - CQIfECT1f?1~7 ! DMI~fE~ OIM~1 K~I~UIi ~0►,v C. KEEV! lYERONEEN 011 OEq0U01111►M~~ 1101E r wrc wua~ ovui eoorwi o►ar Ma~ot~c ~ ~uac ~ueee~►os[ Wl11 !Db! c~un ~na w~n ~t oa~ auv. rwit ~ tt Ml~ O~LY. INI! A _ p~ ry~~~ ~ 11N/T TMJT E OALV. M111K UT T ~ nwne rr~ce r►~+ rnEe ~ ~ arr rn~ea rn~ nre WN ll! TOOIIIGf ~l/l!~ a, ~,~.,Aa C~An GR,►RN NtlCl11 O~tIOM~L,U.1111b4~t Wes.Lrm rna ~ tur.wuaa.n DQJI! MIlq ~ ~ A110UMD ~lANT1N0 MOl! YMIlf Orr Illi iREE! OvEll ~r - - - JONT _ MIIIA111K)1f NI1N ~MIbYEO i ~CNmILlMI.M.C.~11~KE1 - _ TII!lwMrtOfrqTW1 ~ fW~lMrlCN0~E11 lmcs ovlR ir 11ACN OVEA ~ y~ i L W1tlr OOM~CTlO r Mua w~x ovEe ~oon~u n~u aar ~v' w~a~e rKVE Dww ~ _ ~ ~ ►M1M[ Ma011 r rulp~ ► i pav - - _ - ~ . nwa~art ~ ~ , , r~a Mcx ra y M M3` M IO01MLL Of ~UIrA1 W~Ow1. ~ W 4Alv. M/~l! ~~s~~ ~ ~ r~p~rwA1~ ~ I, x ro► y kp Pvaiam nKsaLJPIe ~lEf A! vEf. MpI TO► IA r. fd'4' RdION MESSU~[ ►~a~en ~o~or~► ~ - rr~nos ~an~o ~ ~ " °11~"' r ~aw xin~~ce ~ srAKEa nacEo I lU1F11CE oMn rKVe . o1w~uMt eueE wo~[: ~~o M[arr►nas ~ ~aa~~ narwnoK ! ~armr oar~ctEO wun! ~u r caar~c~o b~ - ~ - - - ~ ' ~ N iu Cart ~~udmr oow►ncrFU ~aED ~ , - w~rnrt Mauxi carAcTEo ACIOU ~ 1• w ~ L~ N' ►r ; n ~ x,e n ne ~o,v~~ . np~q~pir watt~EO ~I I e ne ae d ae ►oorvu a CaNC.l00TN0 IqT! omoun iwe~ul ipiTLY001iAG1EDN~[0 ~ ~ : b dWE iTAKLi OUTIIOL 01 ~ ~i ~ 1ql • TNOaoU~lr wAtEnW ooMVAcrWAWADoco ionouotr wAtEaEfl ` ~ ~ ~ tTAIQ il~IS l!!! _ ~r y~ . ffi . ~ - D ~ ir +r . h yl , IF TREE PLANTING DETAII i~ ~ REE PUWTIN T I t CON ER ~ DRAIN VALVE ASSEMBLY ~ M~VUAL ~I DE, AI e SHRI~B P~WTING DETAII 9 DECIDUOUS T G DE A o ~o,a,e noa~u ~ ~oKxc ►a+cxr 7 TAIL t ~ 7 ~ ' : ~ s : ~ , ~ 1' ~ ~ ~ ~ ` ' PAATT R<U~t OR DOCUM~NTS »+EEr : , j TM! OOCl1MENT, AHD TME IO(/1! AND OE'31W~S M/COR dw ~sowE Ma+ar MODERN ELECTRIC RESERVqR IMPROVE~IENT PROJECT SMEET 18 own ~ ~p1ATED 11EREN1, A3 AN NqTINp,IENT Of MIOFES3~ONAl Ofl~f3MNl DHAIMM'Ni NOa - ~ bE11VIC[, Is iHE Illp/lIITr pf p1~y A►1p IS N01 TO SE 0~ 1" Rf $Ef~V~IR 17 NO DATE ,JMI. 1993 ' p ~ I 1/9~ ♦ UdEp, IN W1101E OII M ~MT, F011 ANY OTME11 MIOJECi ,~~T~,~„~, WATER COMPANY DATE ~ , C~i7~ x sTOReo F r~~ WITF~OUT TI~ YYNITTQI AUTNOqIUT10N Of CHlM Nlll s n.s s~r, w~usr oPPORTUNmr, WASHINGTON LANDSCAPE and IRRIGATION DETAILS , S NpoJ SPK 3]661 B i - D. SMITH No, wte ~cv~s~a+ ~r ~rw •oaMNU scn.~s~ocato~x~r, No ~ ~ ~ r +a. I ~ ~ ~ 1 ~ F~IPdtlSn, 17~1 1 I 1-1li1 R~l~M1~fQ„iD~ v , FROJECT BASELrNE F~,~ R / / ~ ~ ~ ~ ~ m ~ ~ 'y~►~~ ~T PIIA ~106).9t DETAIL TklS ARfA, ~ , , wv =20~ .4~ M~08 7t 5 e o N t000.0 I F g, ~ ~ o ~ ~ 0 0 0 ~ ~T~ ~ ~ 9 . ~E:-F ~ ~ rHRUSre~c~:K, c, ~ S ~ ~ I . / ~ ' _ COORDiN.4TE~ ~ t,ONNECT J'< P ESS SfE ~ cwc oax ~ua R,ur , cuwc. SEE NO ~E ~ R L iNE i~7 E KS T a C IPE dr \ . ~ ~ i~ i~• i/~~~ j i~, 'C~1 TAP, SEE NU ~E ~ ~ ~ a ~~i '~/'i 'ii ~~i % ~ . oo' ~ po~E ~ I " e ~ - - - _ ~ wr 8 B.H00P~ ~ 5F ~ ~ / / / ~j~ ~ ~ 9 ~ I ~ / f` \ ~j j ~ ~ I ~ i 1 ' G~ ~ ~ i~~i ~i ~ ~ TRAN OR~) R~PI~ R ,~~i~~ ~~J ~i-~i ~ a ~ iRaN F Br~ ~ _ -SEE ~ _ / 1r w~R~ ~ , ~ ~ / S / i ~+o~ , ~ e ~ o 0 » E r ~ R co. , co►rc. ; ~ ' ~ i~ ~j i~ ~ / • I ExST t0 a wA T~ w. ~ ~ } _ ~ / / / / ~ / \ ~ FUEI Nh , i~ ~j~ ~j~~/~ / ~ PROJ~CT 9ASELlNE- NE«' 1d'~^ V ~e P M£ 9ASE. SfE SHEET 20 i / / / ~ , • , s NEET 20 ii ~~j ~~j ~ ~ / ~ 25.00' ~ 9 ~ARAiIEI TO W.41! ~ 6 E ST J/~ ^ ~ o~ a r , ~ ~ / ~ OF SNOP ANO Q ~ # ~ u o~ ~ . , , ~ ~ , 6 ,l ~ / ~ o . i / / / / / WAREHOUSE s . / ~ i / ~ . / ~ i ~ / ~ ~ / / / , . , r. . a~c. ~'~..~i,~~../i,~/..~i,~/~.~i.~ ~ _ , o,s~~c ~ ' [ P~ C ~a ' l ~ a~ ~ ~F' ounEr I~-~i I ST A ~ / E~f~„ I , i~ILER N?25.0 ~a~ ~ ~ ~ j P~~ FOR 1ARD dr PrPrNG ~ ~ ~ ~c7~ ~ ` n tarLS, SEE t0oo.0 SFE ;'C 5 ~ ~ _ ~ ~ t000.0 . ~ ~ 10" irF,: ; ~5_~ . ~ 1000.0 t ~ F 1000.0 TREN ACKFIi.L , ~ ~ , , 6, ~ ~I ~ . 16af0 ROCR • , t _ I- ~ - khlD OHD HD ~ ' ~ `.~r ' ~ ~ l1 ~ ~ '•t5 ' SEf N01E ' ~ Q ° \ ~ \ ~~;EF ECpE ISS ~ I I , LUTED COIUMN , 90u~p~ ~ REMU ~ ~ 6 , PERIME lER CO( UMN rEa I ~ ~ f.B.q..sp,~ Q ~ R}RUST BLOCK f~(.,Sli.R1WELLS 0 ~ ~ ~E~R B~~ r 3 H~ ~ ~ 20 D~P i~dLET ~ ~ , Ti~' ~ ~7 . ~ , ~ ~ ~ SEE SHFFT ~0 r~ ~ . . . ~ 2O" OfP OUTLET, ~ / ~w. ~ \ i ~ ~ ~ ~ a g5 ' ~ ~ ' T~~ ~ l f u ~ / 1 ~t~ ~ . . r ~ ~ 1 i ~ r~~ Ex5 T 6" ►YS Ow `DDORI4A Y N 94 7. 8 I wATER ~ i ► \ g~e row~R N 3.44, p c~ ~~~siN ~ i ~ 1 M 857. ? ~ COMSTRUCRON ~ ~ ~ E~ 3.62 ~ ' , ~ ~ ~ _ 9,.5~ ~ i ~ / S IAGING AREA, _ _ ~ounNCS Exs ~ .3,~ " ~ ~ ~ _ ~ ~ ~ ~ 100't x 100'f ' 9 ~ ~ ~ ~ PRESSU r ~ ESERV 7 fxST f tK ~ 2/?, I G ~S~E.SNEEr 9, i0 7 10 N WAi R ~ , . ~ . / E ,,~i , ~ 1\ ~ \ _ ~ n ~ ,t; 'REMOv~E~TREE (IYP ~ GARBA(~ / ~ g5 \ ~ +~REA , / ' P \ , ~ ' . ' ` ~ 0' OVER~I OW - K• ~ p A p~ i izi ~ ~ ~ \ T. ~ } C. 1/?, }I~ G ~ P , ~ . ~ ~ ~ ~ s~ / ~ ~ ~ . s►~EO . --r ~ ~ 6 - ~ cCP, rrP i i ~ ~4 aw _ _L~-~'CUW' ~ r -r P~~ t ~ °'1" ° -g1D- - ~0~ _+0~ OMo-J OND_o ~~-e ~ y r ~ x ~ ~ ' 1p ~ i T 1. NOTE I \ CMAIN UNk fENCE (TrPICA1) I E,nsnn~c urn.rrr PaE ` L, ° J ~ ~ ~l c~wc sc~ ~ CONDUIT TO RUN ~0 PONfR POLE ANO EXIEND 1' OUT OF CROUNO. UALITI' NfLI PROWOE AND INSTALL l 1 CANDUCTOR FROAI P014ER POLE TO I~EIER. I~~M L t P. ToL, . r?~ ~u. C~ ~ t t T " T ~ SHEE, 17 a~~ REUSE Of = RESERVOIR IGPROVEI~ENT PROJECT s~ ~C~ w~ s ar Na a o?~~ ~~~,r~ ~~T,,~,~~~~~~- i~0 LEC RIC ~ ~ ~w w s*ax - r~ ~1d~ o~~,. PARTIAL SITE PLANS ELECTRICAL ~L o,,,~f ~►'~i~~ ~or~x M'~arraor~~uuosw1~~ WATER CO~IPANY ~ ~ir~ r u u' ~ S. TOOLE utc0. N wat ai ~►,uti. roR u~r On[e rRa[Ct ~ Nor at Na a DATE .,►~«,t n~c wrna w~Z~now a a~►~u. „~.,~,,,,p„~ o~PO~~uN~rr, w~s~►~croa RESERVOIRS 1 AND 7 OATE JAN 1N) ,.xi~ . swtH rtENSON er ~wvo •ar~u nKa ~aaio~+a~r. D N0. ~ DAIE ~ ~ , ~ . ~ ug SVK)!NI W 20 ~ - SHEETI9.DCN + ~ t ~ ~ ~ ~ ~ 6 I ~ • S ALMM DIAIEA ALARM DIALER ~ ( ~ . T ~ ~ ~ ~ ' i ~ 4 ~ 1 ~ ~ 1 1 4 ' ~ ~ , ~ ~ , ~ ' ~ ~ , ~ . ~ , , ~ , ~ , , , ~ ~ , , , , ~ ~ ~ ~ ~ ~ , ~ , ~ , , ~ , , , ~ , ~ , , . , , ~ ~ ~ ~ , , , , ~ ~ ~ ~ A , ~ ~ , ~ , ~ ~ ~ ~ y 1 1 1 1 1 ~ 1 1 1 1 ~ 1 1 1 1 1 ~ I 1 I 1 1 1 1 I I ~ 1 1 1 I ~ 1 1 I 1 ~ 1 I I I I ~ 1 1 1 I 1 1 1 1 1 I ~ 1 1 1 I ~ 1 1 1 I ~ I I 1 1 1 1 1 1 1 I 1 1 ( 1 I I 1 1 1 1 I 1 1 I I 1 1 1 1 I 1 1 1 ~ ~ POWER ~ ~ ~ ~ ; PAVEA ~ ~ ~ ~ ~ FAIL 1(El' , FAIL ' ' ' !(EY ; 1 ~ , ~ FI fS ES CIR U LSH LSL LSLL IS ; P! Ff fS ES C!R LI LSFI LSL LSLL ZS ; KEY ; ~ i ; PI ~ i ~ i ~ i ~ i r ~ r ~ ; ~ > > > > > > > > > ~ ~ , ~ - ~ ~ ~ ~ ~ , ~ ~ ~ , ~ ~ , , , ~ ~ ~ ~ ~ ~ , ~ ~ , , , ~ ~ , ~ ~ , ~ ~ , , ~ , ~ ~ ~ ~ ~ ~ , ~ ~ ~ ~ ; ~ ~ ; ; ; ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ , ~ ~ ~ ~ , , ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ; ~ ~ ; ; ; ~ ~ ~ ~ ~ , ~ ~ A ~ ~ , ~ , ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ , . ~ ~ ~ ~ , ~ ~ ~ ~ ~ , ' ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ , ~ ~ ~ ; ~ ~ ; ; ~ ~ ~ ~ ~ ~ , ~ ~ , , ~ ~ , ~ ~ , , ~ ~ , , ~ ~ , ~ ~ ~ , , ~ , , ~ ~ ~ ~ ~ ~ , ~ ~ , , ~ ~ ~ ~ ~ ~ , ~ ~ , , ~ , ~ , ~ ~ ~ ~ ~ ~ ~ ~ e , ~ ~ ~ ; ~ ~ ; ; ~ ~ ~ ~ ~ ~ , ~ ~ , , ~ ~ ~ , ~ ~ ~ , ~ ~ , , ~ ~ ~ ~ ~ ~ , , ~ , , ; ~ ~ , . ~ ~ ~ , ~ ~ , , ~ ~ ~ ~ ~ ~ , ~ ~ , ~ ~ ~ ~ ~ ~ ~ ~ , ~ ~ ~ ~ , ~ ~ ~ ~ ~ ~ ~ ; ~ ~ ir ~ ~ ~ ~ r ~ ~ ~ ' --a-++-....... 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PRfSSUFtTE SfNS1N~ ~INf ~ ~MP~^~ t0 ExIS ING CONTROI PUMPING STAT ION STAT IOfY ! s~ 1 ~yp, ) N0.5 PUMPING ~ _ NOT~; STAT►ON i FOR CO~ROC AND lNSTRUMfNT ~ IDENT IFfCAI f01J SEE SHT 2 ANO iT RUMENT Ht 2 AND r ~ , ExISTING SYSTEM SPECIF~CArION SECrrO~v i6o05 O1STRl8Ur~ON ~ ~ DISTRl9UT10N )N 16005 SYSTEM SYSTEM ~ RESERVO rR tt f ~ RESERVOIR 7 ~ ~ ~ y~ ~ ~,,AO . a ~ ~ ~a. .1. ~ , ~ ~ S0N G, w~TER ~ ~ ~ REUiE O~ DOCUMENT3 t ~ ~ t►~u ooau►Ern M u .,o, a, RESERVOIR I~IPROVEIA 5►fET J , No nf ~„s wo o~s~an ~+ca~• e MOD R L ENT PROJECI , ~r .;a+C ~ ' " ~ MA~Y-$UHR rau►EO ~w, ~u ~w ws~t a r+a~ssa~w «~p~ E N E ECTRIC 5►fET 1s ~h•.~b S ~RVKf. IS 11E 11~01411TY q GW HILL NO It 1qi TO p~ ~ N0. ,,,.~•f' « ~ a, TOOLE M M~IE OR M~ PMi, f011 IM OTIE11 1'R0.ECT WATER COMPANY I AND C SYSTE~I ~ nwci NO. ~ v. ~p IYITNOUT 11E MIIIITEN NJ11qR~IA~lq1 OF Q0r Hll, OPPORTUNITY, WA. o~1E , SMITH N0, DATE ~~isioN eY ~vw o~ ~ xuE~`~ ~`r. FUNCTION BLOCK DIAGRA ~ ~ I I I I M a DATE JAtJ 1993 Fs'o " SF*. 33661. H I ~ ~ ~ - sc ~ r~. NQ. ~ _ - EIECSECT.DCN ~ ~ : ~ ~ ~ ~ ~ 1 I ~ ~ PHOTOCEL fACE NORTHI [3/4" C, 2~12, 1r12G7 Lf I MOUNt ~0 NM1DRAll pgSTq(/CTrON LI~J~IrS, ~ SfE DETAIL ~ A~IpUNT AT 180' APART 0o n~or 21 ~ Sw~rCH ON H/WDAAfL, SEE DET~~L $ Cprvr~rwEO BECOw LEFr ~ N I. 22 ~ ~ , ~ ~ ~ , ' f3/4' C, 3Kf2, Ir12~1 ~ ~ ~ ,y . - _ ~ NEMA 4X JUWCT ION 80X, TYP f 3/4" C, 9+~ 12, IM t2G1 ~ - i ~ o-- SEE DETA!! 9 ~ ~ r: ! ~ ~ CONNECT TO IAAGE RADIUS ELBOW , 22 t . a , ' ' ,y . ~ . ~ . a, -~y~~ ~ _ _ . . . , . i e . ~-~.l1 . I ~ ' , ' ~ . A _ _ ~ _ ~ ; r~~ ~ _ . ' . WP / GFCI 1 PLEX f f 3/4" C, 2, l~ 12G1 . ~ r ' SEE NOTE f ; i ~ ~ , ~ I . . _ . _ . . . _ ; , ~ i., ~ SE£ DEr~r~ , SfM ~i ' - 9 ~ _ ~ ~ ~ iQ ~ ~i 22 ~ '.i ~w G ~ ~ '-r l3/~" C.1 M 12, 1~ 12Ca1 . 'Y h . . . . , . . _ Nh/ . . . . . . _"""_____'.._._"1~ , . w ~ f3/4 C, 7• trt?Gl ~ ~ 2%"C FOR FUfURE G~OMMUNICA~IONSJ ,p f~t ~ ~ , PHOVIDf LAAGf AADIUS ELBOW , , , . . , 1 . ~ ~r , ; - , , . ~ ; ~ / ~-I . ~ . ~ ~ ~ , . . , ~ ~ . . ~ ~ ~ i !i . - „ ' - . ! I~M , . ; , ~ , ' ~1 ~ , ~ ~ r , , 1 ~ •d , ~ ~ ' . , WP / ~FC! 4 PLEX, _ ~ . ~ " . 1... , ~ - iN . . ~ . ~ - • SEE NOT E 1 ~ . ; i LfVE1 - ~ ~ ~ rr ~ . u ~ ~ TRANSM TER, 1 ~ WP RECEPTACLE FOf~ A ~ MT TO HANDflA1C AIR COMPRESSOH ~ N SEE DETAII . . MOUNT TO HANORAIl, • ~ - l3/4 C,Ix12,fx12G1 ( I TAI ~ i s~E oE c ~ ~ 2I , ' /MOUIVr LiGHT 6' ABOVE SfCONO i; - 20 ~ 2r FLOOR S~AIR LANDfNG F• x~l- i • !3/4" C. ~Mt2, ix11G) ' ~ LL ~ _1_;+ . _ _ ~ . _ ~ ~ I . _ . . ~ WP ~ GFC! / ~ • f 3/4" C, ~M 1?. ix 12G1 SWITCH FOR ACCEwS J ; . TUBE LfGHTS ONLY ~ G ~ ~ I. . , ~ i ' , , I A~IWNT L~GHT 6 A80VE FfRST ~ FL00~7 STAIR LANDING i j I ~ ; \ STAfRS NOT FULLY Sf10WN, SEE PLAN VIEW SNEfTS 4 d 8 11.~.~ ~ .I • • T ~ ~ I, ~l ' r 4 ~ c ~ ~ ~ kre r , . _ . ~ ~ s~~ ~ran 8 ro P ' ~ F ,w ~ i _ . i L-~~ : 1, 14 SW TCH OR L 0 NG LIGFIfS 22 r ~ If-s 3/4 C, M f6 TSP ~ ~ PHOTO~ELI, ~'S~ e~ ~ f3/4" C, 8~12, 1~12G1 . T~~~_._ - • . - - . . ~ . . . I~ . . . . . _ . . ~ TOPMfEI! - - - . ;s . . . . . 4 CIRCUITS L-B~ . „ - ~ , , ~ ' ~ , ~ . . L-9. PHOTOCELL ~ • ~ ' , . , , ; . ~ . , ~ , ~ , . . ; . ~ . ~ ` . ~ i' ~ ~ e o . 1 _ . . . . . , ~ ' , . , . . . I . , ~ , ~%:!1'-_. . . , • - , _ ;.5;, , . • ~ ~ . . . . . . . ~ _ . . . . . . . . . . . . . . . ~~i~ - ~ ' 1. i ;~i ~ . . ~i~ , 3 ~ 1 [3/4" C, 7~12, ix12C;1 ~T~: LEFT SIpE Of I-PIEl( ON ClRC!!IT EX ON Clf?Ct11T L-9. ~ flIGHT S1DE OF 4-PIEX ON CIHCiIi 'lfX ON ClRG`l1IT L-13. COIJTIM/ED A60VE RK3M ~ RESERV0IR #T . pV'~. U N SECT ION FOUNDAT !ON ~LU N S CT !ON . A N U P P E R C O L M M E ~ R SER OIR D E V _ ~ i~ • ~ ~ ~ ,,:r-o~ ~,~,_o„ T ~ • ~ • ~ ~ osai+ ~ RT REUiE Of DOCUIIIENTi s ~ - B, WE E RESERVOIR IMPROVEI~ENT PROJECT SHEE T 1! ° ~ ~ °°a"E"t, ~p 1~ p~u''~ p~sa►p eM ~s ~1Mb1 °N MODERN ELECTRIC ~4~°r61'''",~~'+ ~ I~AXEY-SUHR ro~ho ~n~w. iu ~w rsrn~aEr+t a rnaFtcaiowK o~aw~ a~w.a, A ~ OMA64 K,~ ^~+rr ~o or* WATER COMPANY ELECTRICAL LIGHTING yJ AvYO lP10 , p* ~ U[D. N 1MqlF 011 M/MT, fOR NfY 1RC~CT ~ MOT pE wW OM D @171f 7~ ~ LiLTy~llllr~ B. TOOLE ~nmart n[ ~ir~n wnaAir~tia+ a am~ ~au. TM~~ s~r. ~o,►uT OPPORTUNITY, WA. pATE JAN 1993 ~ KKE„~.,~Y. AND CONDUIT RUNS R • - D. $MITFI N0. ~ DATE I REVISION BY ~APW ~pW NLL ~ N ~ 1 I~ JSPK33661.81 T ~ ►~s~.ocw ~ ~ _ ~ ~ ~ ~ I ~ ~ ~ ~ ~ r IM f I C, 2 2, 9GJ ~ SE~ DWG FOR • i i cor~rrnuarronr - 1 ANO 2 - 2" I I CONDUITS fSPARfS! ~ I STUB-OUT 3'-0" T i~ 2 EXTfR10A ~PfRIMfTfA) 8fY0N0 FOUNDATION WASHOOWN 900STER ~ 20 LfGHTS CONTRt7L AND CAP . i i . . - _ N PUMP YfA MS-1 ~ ~ 3 4 n ~ ~IGFIfS, GiiOUND i100R, i eo 20 ~ fXTEAIOR A80Vf DOOR ~ ~ ~ 9UfLDfNG IMRUSrON ~ S 6 /1 ~ SWITCH fNSTIhLLATI - p9STAl/CTION LIC~fIfS ~ 20 ~ ?p ~ ~IGNIS, WALI(WAY M10 LAMOfNGS ~ , A ~ ~ SEE OETAIl. ~ ~ ~ ^ ~ 8 ^ ~ ~ . r HOLOPHlWE '1NALlPACKETT! 1NALLPACKETTE" PAN U~FlrS ACCfSS TUBE 22 TYPE WP1, SOW HPS, 120V, 1 d C OOMROL EL ~ 20 20 t' , ~ i I I ~ ~ WJTH WTERNAL PHOTOTCELI W NPS, 120V. AL PHOTOTCELL. RECEPTACLES, WAI.KWAY n 9~ f0 pECEPTACIES, GROUND FLOOA ~ MWN~ ABOVE OOOA - AND LANDINGS, 20 20 E 000R ACCFSS TUBF ~ ~ ~ ir i2 ~ i~C ~oR tEC£Pr~OME 1~~~'~ AIE~ER 90X T ~ „ ~ ~ ?0 ~ ~ S!(iNA1, CO~ORDINATE f3/4 C, M1A TSPI ~ , ~ ~ r'1 13 14 ~ AIR COMARF$9pR WITH LOCAL PHONE 00, TO 1 t C PANEL ' RECEPTACLES ACCESS STU9-OUT 3'-0 ` , ~ ~ dT. ENCt0.SF0 MIO TUBE ~ ~ 20 BEYONO FOllNDAT10N ~ INCANDESC£NT~ ENClOSfO ~ I I 1-~ ' ~ ~ GASKEtED NAPORT K3HT1 i n ts ie n i ro «c~rr~nrc ~ ~ roow, r2ov, wrrH cr.oeE ~w[ kPORT IC3HT J !TN GL08E AND GUARD. _ _ _ _ , EXTERIOR IPERfMETERI -y 30 20 ~'~F , ' COIVTACtOA ~ CROUSE-HINDS TYPE VGR, LfGMS VIA LIGFIT fNQ ~ I ►,S TYPE VGR. _ _FT CAST CONrACTOR . ~ , ,:r;~; • ~ wrTH CONWIEr CASr ~ Il ~ 18 I t, v. ~ OUTCFT 80X. MOUNT ~ . I I ~ . ~ A80VE DOOfl MOl/NT I I ~ EOUIPMENT MOUfJr! ~ . l '0 ~ I PM1E1, SFE DfTAII 4 ~ ~ ~ ( , ~ ~ ~ I s~~CE ~ i i } sP~CE 2r G G,~. C ~ ~ z r 22 ~ t31~'c, M~a rs~~ ; I I TO 1 d C PANEL ~ , ' ~ ~ I xe BC GFt0UN0 / r , ~ ~ ~ ~ I I 23 24 I (►N t" CONOUlTI ~ . ; ~ ~ ~ ~ ~ ~ ~ f-1 I , ; ~ ~ , , ~ ~ bfT UP 3'-0" ` 1 I ~ • _ . PRESSURE TRANSMlTTE~ , , ; ~NEUTRAL~ / ~ x 10' 0 i . , _ _ , , ' ~ ~ ~ ~ L-10 +~t - ' I ~ COPPfR CtAD ~ ; ~ 1 ~ . ~ ~ ~ GFC! I ~GROUNO+ I GROUMO ROD METER BASE, !;c I ~-TO "+NS-f (/P 1"-0" e SEE DETaiI 6 1;;; t C, 2x~. I~tOG ~ 120 / 240V~ 3YV~ 200AMP, ~ ; ~ ~ ~ .-----4--------• ~ i I ~ Tf 22 I ~ i ~ '~~u ~ 1 NEMA 3R CONSTRUC ON ~ 240V I NEMA /X 6" x 0" x 4" _ - - - . . . . - I ~ ~ ; i i t . ~ ~ ~ + ~ ~ ~ O 11 il ~ i' ~ ~ ~ F~+ ~-rz, ~4 PANEL L ~EP, ►~,N. ~o~~ 6 0 . ~ ~ WIRE IN J-90x I ~ ~ ~ ~ _ • t i ~ ~ ExTEA►OR PERrME~ER , RrMfTER 5EE DETAIC ~ ~ A ~ r~TS -I S:rYi1 ~ c~ I LrGHT, TYP, SEE DETAiL ~ o ~ . , ~ 2 I I ~ A ` ~ 21 F OW TRAJVSMITTER l'~6.~d :r' ~ ' . ( ~ ~ PART OF COMPRESSOR PACKA~E ~ , ~ ~ 1 1 9ooslER PuMP . ' ~ , , 1 ~ ~ r •R , T" METER fSEE SHEETS 4 d'8 ' f'/ C, 2x2, t~+8 G';' I r TEA~PERATURE RELAY N I VAULT, SEE t-f 1 FOR PUMP 10CATlONS1 , ~ I - f 1 , ~ ~z ~ . I T I SHi 3, 6 FOR G ~ i ~ , c . ~ _ I ~ ~ LOCATION " WP / ~FC! ~ ~ . , ! ; ~ a av as ~ ~ , ~ ' , : ~ ~ ~ MTUP30 . ,l`~. , , F oE-o M i , ' , . ~ , ~ ~ T ~ ~ I M M ~ GFC/ o . 1~'~, • t., i ~ ^,,K ~ f 314 C, ~eA .r's~1 l. , V NI O N~I M M F, .i ~ f ~ ~ Af I M ~ TO 1 d C P EL 1Nr UP ~-0 .~.,c i ' I ~.---=s ~ ~ I . ~.i~.. • n I ~TMPRATR ~ I ~ ~ . ~ E E u E M ~ I RELAY ~ ~ 120V fAOM L-2 N ~ a,S a I ~ a ~ _ - ~ , ~ SPARE _ , ' I ~ CON~ACTOR, 120V, 30A, 3 POLE ~ ~ ~ -T- ~ ~ NfMA 4X ENCLOSURE, SO D TYPE SA~M~ ~ ' ~ I COMPRESSOR ~ ~ ~ i . ` ~ ~ a pN I c TR 1AGRAM ~ ~ ~ ~ CON OL D . ~ ~ p OFF o( a C ~ ~ NTS ~ I ~ ~ 24oV f ~ f- fl o AllIO ~ i i ►vOrE: ~4 , ~ ~ . fROM L-f,3 ~ P----------~ ~ ~ ! I. ALL RECEPTACLES SNALL BE CLES SHALL 8E WP / GF I. ~ ~ ~ . ~ w~orocEU i ~ ~ ~ coMeraarion~ ~uoro~ sr~trFR Ms-~ i , I I S►ZE r, SO D TrPE SCw NEMa ax EMCLOSURE I MOUnrt TO HANORAIL i ~ i 2, ALL ExPOSEO ~MEAIOR COr > llvTfRlOR CONOUlT TOP OF TANK I . . SNALL BE PVC COA1E0 RlGI ~ L N ~ ~ . I ~ - ~ i20V FROM L-15 ~ ~ _ ' , 3. THf CAOUSE-HlNOS TYP VG C COATED R/G1D STEEL. r ~ ~ - ~ I . LIGHT FIXTURE SHA1L BE U; ~ ~ OFf . ON OL'S N ~ C ~ AN 1 AN fN T , ~ ~ AT Al.L L D NGS D -HINOS TYP VGF 4E SHALt 9f USED ,I/VGS AND !N THE ~ Q~ Q...---~--•-- ~ i ~ I ~ , ~ I ACCESS 1U8E. I ~ ~ ~ ~ ~ ~ ~ M ~ ~ ~ ~ fXTERfOR I 4. THfS DAAWflVG IS TYPfCAI ~ ~ M Y~ M ~ ~ PERfMETER ~ ~ I Y RESERVOrR w~ wrrh rHE OG !S TYPICAL FOR 7 WITH THE } ~ ExCEPT~ON OF THE EXTERN ~ ~ R I ~ !1 S ~ ~ I I C , , I PERIMETER LfGHTS. fOfl )F THE EXTERfOR fGHTS. FOR ~ M I I , ~ ' ~ RESEHVOfA r1,ExTER10R ~ I I ~ 11GNtS ME OM1lTED AND ,7, EXTERIOR pJNITTEO AND THE ~OL'S II ~ I ~ ' ~ PLAN IS ROTATED. I ~ ~ ~ ~ ~ ATED. I ~ C1 C] i----- I I Sp,UtE gpARE S. INTERNAL E1(POSEO CONW ~ ROllTED ALONG TNf FLUTF[ 'PpSEp COfVpUlT TO ef NG TNE FLUTEO COLUMN T WAiL. S R lGHT e. ~~~5 To ~,~o►~ R10R PERIMETE L S ST R PUMP EXTE ASHDOWN B00 E W ) IAND/NG LIGI-/TS !N PLAN, SEE SNffT IA RESERVO~R # 1 ELECTR~CAL PLAN r~or s►~o~'N r~ P~^H, s~E ~ ~ r ONTR~L DIAGRAM M. _ ~ C ro NTR IAGRAM P . CO OL D ~ ~ . , „or r~s • - •d ~ e scu+ ? ~ REUi! 0!~ pOCUMENT= RESERVOIR IIAPROVE~IENT PROJECT 9 - B. WEHNERT ~ VATE T , . ro , a'~u~ p'~ ~ ~ MODERN ELECTRIC , ~~,miN~t~' _ A~A~Y-SUHR ~ewa. n nt ~*or~eTr Nu ~►o uNOT ta o~~r WATER COMPANY RESERVOIR N0. 1 ELECTRICAL PLAN ~ ~iON~L~~~ CHf E 1~D. M NllOli pl N Mi, Fpl M11' OT1EI1 1'RP~CT f IqT OiE IK)1 ON ~ ~ B. T O O L E w ~ n a u r M w r i r ro+ ~iW a n a a a N u, TM u ~ r. ~ n r O P P O R T U N I T Y, w~. A N R T Y P I C A L I M R I N G D I A G R A M S P PLAN JAN 1993 AMS r~PROJ SpK33661.81 D. S A d I T H ►a. D~h ~ E V i s i a r e r ~ v w o a w ~ a u scKCe ~ccaa.io~r, r, ~ I I I . r ~ : : E~ECO~ r~ ~cN ~ ~ , ~ 1 s I ~ , ~ ~ s 1'-2" MfN _ _ FLUTED COLUMN (~-DVCTSI f 8" MIN_ FlNISH - " D~a G~VAn~rZED f►-WCT. GRADE w M HANfN~AII -BpLTS, IEWGTH 3/C SO CORD COlL kIS/MARINE d-0 CABLE SLACK OUTDOOR HAIARDOUS/MAf~lNf AS AEOUfREO ~1111- I =1 ~III ~ FLOOD LIGHT, Bf~ONZE FINISN, ~ ~ 400W, MfTAL HAf.IDf, 120V, JZE FINISH, ~ W. f20V, _I~~ I~I_ ~ WITH W~RE GUARD ANO V~SOR AWNO EOGES, • FYP CoRROSrOn~ ~ES~Srnrvr SH~FIp, NOLOPHANE "PREDnroA" ANO V f SOf? E 'PRfDATOR° COAAPACTEO CORD FITTING, TYP, ~ ~ TYPE IF2A. WJDF NOFiIZONTAL, BACKFiLL, w~pE vEATiC~L BEaM. DRf ZONT AL , W. A ? a9ovE PrPE tONE ! ~ pEVECE ~ AS SPEClFIED C01~1DULET ~ BUx GAa,1LV~w/y~~ZyE~~D/~n(~N~JT[S~ , i TOF OF FOUNDATION ~ N'~D LWI~~~/~J~7Er1S 4 M N M M w ~ ~ 2 D 2 j ~ _ ` V1 " RADKIS, ~ " STfEL PLATE ~ ~ \ , ~ ~1'P Hor D~P G~van~~zfD G`OMPACTED AFTER FABRICATION SELECTED ~ ~ ?S S~ZE ns REdO , 9ACKFJLL FOA ~ COMCRETE ANCHORS ~ COl~0U1T, ' P1PE ZONE u ~ AS SFIOYYN C ~ ~ I = ON OWGS ' ~ 2 ~ I CpNpUIT „ ~E' 3'-0 fTYPlCALI I Fpq GUqRp ppST LOCAT tD POST LOCATlONS, - ~ " D■ 2" MIN FOR I!~" AND - SfE SHEETS 4, 8 D~ 3 MIN FOR 2 AWD T SMALLER CON~1T LARGER CONDU! rS 4. 8 rRENCH A~vD CONDUir ryP rCAL DEV !CE r TALLAT ~ON DETA ~L 3 xTER ~OR L iGHT NS E PLACEMENT 2 IN AT HANDRAlL OUNT G 1 M 19 NTS 17 NTS 20 NTS a ~ e U9" aluMrNUM MOUNT1r1G PLATE - +rvC<wDESCErvr, Er~CLOSEO ~wD GASKETED (RWNO CORNERSI NAPORTIGNTI, IOOW, 120V WITH GL08f ~ ANO GllARD, CROUSE-H1NDS TrPF vGR ~ WfTH CONDULET CAST OUTLET 80X ~ CAP PfPE `~^e ~ ~ ~I ~ ~ I MS- I ~ CONfACTOR LINE PRESSt/RE INDICATOR (ExTER10R ~ ~ U-80LTS, TYP LIGJ-IfSI ROUND CORNERS, rrP f~" Dral - 1 II - / I • OvE~FIOw FLOW rND1CATOR ~ - - - -r ~ NEMA 3R ENCIOSURE - LlGH~1NG PANEL "L" I fJOTE: NOTES~ r d C CONrROI PANEL i I ~ I I o B ~ / ~ UGNf SWITCH, I, USf STAlNlESS STEEL MOUNTING 1. NOT ALL CONWfTS SHOWN ~ ~ ~ PANEL trGHT ON~Y HARDWARf. USf WASHERS AND UNT !NG rs avD fOR CLAArTY. RfSEflVOlR LfVEL INOfCATOR _ ~ SPLIT-~OCK WASNERS UNaER Ail ~ ~ ~/4" ALUMINUM MUTS AND BOLTS. DER ALL 2. PROVlDE ENGRAVED FORM~CA ~ f Ar I I r fNTRUS~ON ALAR DE E I I ~ MOUNTrNG PANEL NAMEPUTES TO IDEMIFY MAJOR KEY SWITCH I I ~ ~ EWIPMFNT Mf0 fUNCT10NS. ~ ~ ` ~ ALARM OIALfR AND ~ I TERMINAL BLOCK TO ~ ' _ ~ ~ UGHT SWITCH, c BE MOUNTED INS10f TO BOOSTEA ExTER10R OOOA AS SPECfF1E0 ~~p ~ UGHT ONLY ~ ~ I ~ CfACULAR CHMT RECORDEA Q b --I-I-- " ~ 'r ~ ~ v - - ~ ~ _r _ - 1 r ~ TELEPNONE JUNCTfON B01( _ • P X ~ 2 1/2" STEEL PIPE DU LE F FfaT-OIP GAIVANIIE WEATHERPROOF G C! AFTfR FABAICATION ~ RECEPTACLE r6 BC GROUND „ ~ 2 TYP ~ ro r a z- iM av~ 2- 2• corra.r~r~ CONf fSPAREI STUB-UP !WD CAP " / STL PL OUSSETS,TYP ~ - - - - PANEL MS- I TYP ~ f2" x t2" x" ST! PLATE ~ a t + . ~ ~ ~ ~ . N r ~.~'►'t , , , N ~ ~ ~i i~ii~~iii~~~~i ~ i i~ + f ,.i r..iuniuuii i~ i~ ii n i~ ~i ii ~i~ .i n. N inu~ u ii ii ~ ~ ~ ~ ~i ~i i~ ~i ~i ii ._J - uuu~~ ~ ~ ~ ~ T0900STER ~ ~ ~ ~ ii G~OAICRETF ANCHOA, TYP i i i i i i~ i i i PUMP i~~~~~'=:~ GROUND LUG ~ ~ ~ ~ ~ SEE SF~ff 20 12~~ cCC ~~_/~Iy~ ii ~i ii ~ ~ ~ ~ - - 17 JCL Jf1/ GV 11~~ 1 1~~.LJ~""' / 1 d C C~V~I/ S~ !L ~J~~a~~~t..~~ ~°C fEMPTY! TELEPHONf STEEL PLATE DETAIL DETAIL rA r~ NT OUNT !NG E 1P E M D E4U M ~ ~ ►~S ~ ~/1~~~ F,_~,~ • ~ ~y" MA V~ . : a r - ' ' ~ ~ f,' A ~ RT REU6B OF DOCUMENTS RESERVOIR I~APROVEMENT PROJECT 5 r 5►EE T :1 ~ B. YVEI'M`~ Tllq DOQ~EMT. MO T1E IDEAS NO OESIONS NCdI• B * p. ~ roe~r~o ~~w.arnu~+r a mor~ua►u~ ~p*~ MODERN ELECTRIC ~ w. '~P Q 'p ~ ;..,;nK;~~,o' ~ MAXEY-SUFIR ~~v~, li T►E NIO'EIITY Of p1~1 N~LL ~s N~T TO o~~r WATER COMPANY Dwc No. +„~_~.o y,~ to,~,,~;+ ♦ ~ ~ u~o, M~E on M tMr, F011 AMT H~~10~E~T F~r o~ na~ a~ L C RICAL TAILS ~ B. TOOIE MrIT110UT 11E NqI~TEN /UMpRIjAT10M OF T,,,= sEEr, ~oanr OPPORTUNITY, WA. pATE JAN 1993 ~ `ls:W~i1 1~ ~pyp BY APVD •Wa1 MILL fC~LEi ACCONOMOIY~ ~ ~t ] D. SMITH N0. OATE~ AEvi6ior+ ~ , ~ ~ ~ ~ t ~ r ~oO J Sf'K 3:i661. E~ I ElEC0ET2,Dp1 ~ ~ ~ ~ ' ~ ~ ~ a ~ ' _ T t ~ , ° EOGE OF CONDUIT ' L-810 DUAL 09STRUCTfON FLUTfD COLUMN ~ LfGHT, AEO FRESNEL GIASS QLOBE UMlt SWITCH TO IdC GE CR9440 IMlT SWlTCH E CR9440 120V, f00 WAtT LAMPS ~ COORDlNATE METER BASE ' CROl1SE-H►NOS TYPE EOL AND ELECTRICAL SERVICE C~~ PANEL /1 - WITH MOpERN ELfCTRIC ~ POWER COMPANV ~ , ' ~ i ~ • UNISTRIlf $(JPPQATS kANDRAIL ~ Li . 2ooA ,uErER A 1D 4 ~AAIN BREArcER PANF~ ~ _ . . - - - . _ ti y~ NEMA 3R ~ - - - - . , DOOR ~ ~ ~ DOOR ~ r• ~oniovrr •e ec c~ounro roP of FovNO~r~ ffNSlDf LOOKlNG 0t1T1 IINSlDE COOKIMG ( ~ ~ LL 1 ! ~ ~ 1DE COOK fMG OUT I _ ' ~ M M ~p ~.0..~.~, + Q.O.,~.~; ~ / ~ x 10'-0 COPPER CLAD ~ s'_'_'i~ !t`---------------------------~~------------ 3UPPORT G`ONW 1T FAOM ~ROUND ROD ' HMIDRAIL, USF SS HARqNARE I I ":I C--------------------------- ~ TO AAOOERN G~ONWIT t0 ~ ELECtRJC POWFR ;q p:o~ p~: 6fiEAKER PANFL ~ ~ coti+P~wr PaE • . , o O . p ~ ..p ~ ~ ~ ~ CONCRETE ~ , ~ FOUNOATlON ~ BUrLD~NG iNTRUS►ON )N 1 N 1 HT NTlNG DETAlL DETAlL ~ OBSTRUCT 0 L G MOU SW 1 T CH 1 NST A AT 1 N S 6 LL 0 a ~ ' ION ~ e „ N1TS f9 NT S NT S ~ ~ zo ~ UNISTRi/f P-1000 - I/@" ALUMINUM MOUIJffNG ~ fGALVAN11EDl CHANNEL PUITE, SIIE AS REO'D ~ - ~ T0 08STAUCTfON . . . ~ LIGNfS SEALfNG BUSHING i _ ~ i.~ooER H,arcH UNISTRUT UNNERSAL CONOUIT CLAMP, TYP , TO PHOTOTCFLL _ i~ rNCANDESCENT,ENCLOSED ~ AND GAS+cETED NaPOATIGFrT! NANDRarL UGNT FIxTURE, NO~E 3, SHT 20, ~ ACCESS TUBE LADDER ►OFR . _ _ _ _ i ~ . . . ~ . _ . . _ . _ ~ . . NEMA 4X . . . JUNCTION BOX , 0 - ~ I ~ ~ I M WP /GFCf RfCEPTACLE - < < , 1/8 ~UMIMIM ~ N AN J ONLYI MOUfYT1NG PLATE ~ , P F 1 f2DL DNG Q ~ W/GC b ~ S~ZE AS REO'D o r 4 PIEx WP / GFCI c Q PtEx ~ . . . . _ . _ - . _ . . . . . , . _ ~ o _ _ . . - . . - - . _ _ . _ _ . i , ~i , ~ ~ " COMPRI - - - ' ~ ' INCAN~ESCEM ' COPPER TU 36" COMPRESSED AIR COPPER TU81NG ~ ~ ~ FLEX DUIT ~ ENCC05E0 AND~ CONOULET . (PVC TEDI i ~ASKEtED ~ _ _ _ _ . _ ~ . _ . . . rva~0~rrcHrl ------'r-~r ' ~ . . _ . _ - . - .,.w.~ . - _ _ . . _ . Lf~Hf FlxTURE~ LL ~ ~ ~IOTf 3, SFff 20. j ~ uwa~rvc _ . _ , ~ ~ :j ~ ~ ~ conrovrr ~ i ~ Su~ORrs ~ SUPPORT S FOR _ ~ , ~ copPFA ru ~ . , . _ . _ _ ASSPECIFf UNfSTRUT PiQ00 1 COPPfR TU81NG As SPFClFrED UNISTAUT P-1000 CHANNEL, CONDUIT - - • (GALVANfZEDI CHANNEL . . . - . SUPPORTS, 8'-0" . . - ~ - - - -----T. _ _ . _ . . , CONOUIT SUPPORTS, ~ MAX ON CENTER ; 8'-0 bIAX. ON CENTER i ~ - . i RESERVOlR ACC S N l T PP RT AND E S T U8E TYPICAL CO DU SU 0 R 1N T AT lON AT tANDlNG 1GHT F 1 XT U E S ALL EQU I P NT L 8 ME MOUNT ING TAJ ~ DE L 9 . t:,t f9 IYTS 19 l 9 1 ; ;'~,6,1~7,~;~,~ e?' , 19 f h ~ T . . ~ ~ f r S°N B, WfHNERT REUiE 0~ DOCUMENT~ RESERVOIR IMPRO ~1 N s~ 06 „y ~ ~ nw oocu►EHT, No nE acu wo o~sa►n Noon• ~,w ~s o~ no~ a+ VE E T PROJECT i, ,a,,,no ►~~n, ,w r~„~,~r a r~ca,a,K on~a+~ a~~a. MODERN ELECTRIC °'rnj,~~~ - A~IAXEY-SUwi r 5►EET !1 wQ ~ ~@~0~„4:,, ~.~,~~,Y~~~~a~T,o o~.r WATER COMPANY ~ ~ e, too~ a°; °R ~~T, F~ ~ N ~ ~1 ~ ~ ELECTRICAL DETAI ~ p~~ 7 110U 1?E NRITTEN W1HOR12ATION OF LL TIII{ ifET. MLiT OPPOR1UNITY LS ATE JAN 1993 ~~/]~1 411 APVD D. SMITH A RFVISION ar ~wvD •aa u,~~ "cco"~",o~r. ~ WA. ~ ~ N0. D TF ~ I NNl I ~ N( ~ J SPK 3366 1. H I _ ~