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HomeMy WebLinkAbout4.269 Original ContractProject Manual for EDIZ HOOK USCG BASE WASTEWATER FACILIT1ES Project No. 92 -11 Part 1 Part2 Part 3 Attachment A Attachment B August 1997 City of Pert Angeles Prosper Ostrowski, Mayor Jeff Pomeranz, City Manager Jack Pittis,, Director of Public Works Gary Kernvorthy, City Engineer Bidding Documents Contract Forms Standard Specifications, Amendments Special Provisions Standard Plans Prevailing Wage Rates City Council Cathy McKeown Gary Braun Jim Hulett CONFORMED COPY (original contract) Orville Campbell Glenn Wiggins Larry Doyle PUBLIC WORKS October 6, 1997 Mr. Jim Gebhardt Vice President Strider Construction, Inc. 2430 E. Bakerview Road Bellingham, WA 98226 RE: Executed Agreement, Ediz Hook/USCG Base Wastewater Facilities, Project No. 92 -11 Dear Mr. Gebhardt: Enclosed is the executed contract agreement for your files. Sincerely, A Gary Kenworthy, P. City Engineer GW K/gk enc cc Jack Pettis, Director B Upton, City Clerk w /encl CITY OF PORT ANGELES 321 East Fifth Street PO Box 1 150 Port Anggeleti. Washington 98362-1150 Disc N PROJECTS \92 -11 EDZ \CORRESP\XCNT &RET GWK File 92 -11 12a Phone (360) 417 -4805 TTY Phone (360) 417 -4645 Fax (360) 417 -4609 e -mail papwdept @olympus net September 4, 1997 TO: Mr. Jim Gebhardt Strider Construction, Inc. 2430 E. Bakerview Road Bellingham, WA 98226 CITY OF PORT ANGELES NOTICE OF AWARD PROJECT: Ediz Hook/USCG Base Wastewater Facilities, Project No. 92 -11 The Owner has considered the bid submitted by you for the above described work in response to its Advertisement for Bids dated August, 1997. You are hereby notified that your bid has been accepted for items in the amount of $440,517.94. You are required, as stated in the Information for Bidders, to execute the contract and furnish the required Contractor's Performance and Payment Bond and certificates of insurance within ten (10) calendar days from the date of this notice to you. If you fail to execute said contract and to furnish said bonds within ten (10) days from the date of this Notice, said Owner will be entitled to consider all you rights arising out of the Owner's acceptance of your bid as abandoned and as a forfeiture of your bid bond. The Owner will be entitled to such other rights as may be granted by law. You are required to return an acknowledged copy of this Notice of Award to the Owner. Dated this 4th day of September 1997. cc City Clerk Disc N PROJECTS \92- 11EDZ\GORRESP\NTCAWD1 GWK File 92-11 12a CITY OF PORT ANGELES B -4—' 1.-- r Title City Enaineer ACCEPTANCE OF NOTICE Receipt of the above Notice of Award is hereby acknowledged this, 9 day of September 19 97. S ATURE Print Name Greg Hinton Title President Please return original to the City of Port Angeles Public Works Department. RECEIVED SEPO91997 Ans'd NOTICE TO PROCEED City of Port Angeles TO: Strider Construction DATE: September 15, 1997 PROJECT: Ediz Hook/USCG Base Wastewater Facilities, Project No. 92 -11 You are hereby notified to commence work in accordance with the Agreement dated September 15, 1997 on or before September 25, 1997, and you are to complete the work within 70 consecutive working days thereafter. The date of completion of all work is therefore December 22, 1997. Please return ORIGINAL to City of Port Angeles. Retain a copy for YOUR files. Loc N \PROJECTS\92- 11EDZ \NTP GWK File 92 -1112A CITY OF PORT ANGELE By P Title: City Engineer ACCEPTANCE OF NOTICE Receipt of the above NOTICE TO PROCEED is hereby acknowledged this /S of S 1997. tC ilhl1_ :4l 74 L✓ itle: iUC 0 4„,,,, EvYv Project Manual for EDIZ HOOK USCG BASE WASTEWATER FACILITIES Project No. Part 1 Part 2 Part 3 Attachment A Attachment B 92 -11 o Bidding Documents o Contract Forms o Standard Specifications, Amendments Special Provisions o Standard Plans o Prevailing Wage Rates Prepared by: R. W. Beck 1001 Fourth Avenue, Suite 2500 Seattle WA 98154 -1004 August 1997 The above mentioned Project Manual has been reviewed and approved for advertisement. Such review includes all plans, specifications, and permits associated with the project. Prepared by: Checked by: Approved by: EXPIRES 1- 28 i PROJECT MANUAL TABLE OF CONTENTS EDIZ HOOK \USCG BASE WASTEWATER FACILITIES PART I BIDDING REQUIREMENTS: Advertisements for Bids P1 -1 Information for Bidders P1-3 Bidders' Checklist P1-5 Non Collusion Affidavit P1 -6 Bidder's Construction Experience P1 -7 List of Proposed Sub Contractors P1-8 Bid Form P1 -9 Bid Bond Form P1 -15 PART II CONTRACT FORMS SUBMITTED FOLLOWING AWARD OF CONTRACT Contract P2 -1 Performance and Payment Bond P2 -2 Certificate of Insurance [provided by bidder] PART III STANDARD SPECIFICATIONS AND AMENDMENTS Amendments to Standard Specifications P3 -1 Special Provisions P3 -9 ATTACHMENT A STANDARD DRAWINGS ATTACHMENT B STATE PREVAILING WAGE RATES PROJECT PLANS: 1 COVER, LOCATION MAP, AND DRAWING INDEX 2 OFF -BASE FACILITIES PLAN STA 3 +50 TO STA 41 +00 3 OFF -BASE FACILITIES PLAN STA 41 +00 TO STA 80 +00 4 OFF -BASE FACILITIES PLAN STA 80 +00 TO STA 109 +30 5 USCG -BASE FACILITIES PLAN STA 109 +30 TO STA 122 +50 6 USCG -BASE FACILITIES PLAN STA 122 +50 TO STA 137 +50 7 USCG -BASE FACILITIES PLAN STA 137 +50 TO STA 149 +35 8 STANDARD PUMP STATION DETAILS 9 STANDARD SECTIONS AND DETAILS 10 MISCELLANEOUS DETAILS 11 MISCELLANEOUS DETAILS 12 PUMP STATION DESIGN TABLE 13 WASHDOWN AREA PLUG VALVE DETAILS X0011522.072/FrNAL 07/31/97 page TC -1 PROJECT MANUAL —TABLE OF CONTENTS PART 1 BIDDING REQUIREMENTS (BLUE SHEETS TO BE FILLED IN AND INCLUDED WITH BID) ADVERTISEMENT FOR BIDS EDIZ HOOK/USCG BASE WASTEWATER FACILITIES Project No. 92 -11 City of Port Angeles Sealed bids will be received by the office of the City Clerk at 321 East Fifth Street, P. 0. Box 1150. Port Angeles. Washington 98362. until 2:30 p.m.. August 26, 1997, and not later, and will then and there be opened and publicly read at that time in the City Council Chambers for the construction of the improvements. The project to be bid is for construction of grinder pump stations and forcemain pipe to provide service to the Ediz Hook and United States Coast Guard facilities. The cost range and time for completion for this project are $400,000 to $500,000 and 70 working days. Detailed plans and specifications (Project Manual) may be obtained from the office of the City Engineer, City of Port Angeles, upon payment of a non refundable fee of 30.00 per set, plus 55.00 to cover postage, if mailed. Informational copies of maps, plans and specifications are on file for inspection in the office of the City Engineer [Phone 360- 417- 4700]. Bidders shall be qualified for the type of work proposed. A Bidder's Construction Experience Form is included in the Project Manual. All bids shall be submitted on the prescribed Bid Forms and in the manner as stated in this advertisement and in the Project Manual and said bids shall be accompanied by a bid deposit in the form of cashiers check, postal money order, or a surety bond to the City of Port Angeles in the amount of five percent (5 of the total amount of the bid. If a surety bond is used, said bond shall be issued by a surety authorized and registered to issue said bonds in the State of Washington. The bond shall specify the surety's name and address and shall include a power of attorney appointing the signatory of the bond as the person authorized to execute it. Should the successful bidder fail to enter into such contract and furnish satisfactory performance bond within the time stated in the specifications, the bid deposit shall be forfeited to the City of Port Angeles. Faxed bids and/or surety bonds shall not be accepted. Minority and women owned businesses shall be afforded full opportunity to submit bids in response to this invitation, shall not be discriminated against on the grounds of sex, race, color, age. national origin or handicap in consideration of an award of any contract or subcontract, and shall be actively solicited for participation in this project by direct mailing of the invitation to bid to such businesses as have contacted the City for such notification. Further, all bidders are directed to solicit and consider minority and women owned businesses as potential subcontractors and material suppliers for this project. The City of Port Angeles reserves the right to accept the bids and award contracts to responsible bidders which are in the best interest of the City, to postpone the acceptance of bids and the award of the contracts for a period not to exceed thirty (30) days, or to reject any and all bids received and further advertise for bids. When awarded contracts, the successful bidder shall X0011522.072 /FINAL 08/01/97 P1 -1 PART I- BIDDING REQUIREMENTS promptly execute contracts and shall furnish bonds of faithful performance of the contracts in the full amount of the contract prices. Bids must be submitted in a sealed envelope with the outside clearly marked with the bid opening date and time, the project name and number as it appears in this advertisement and the name and address of the bidder. Bids shall be addressed to the City Clerk, City of Port Angeles. 321 East Fifth Street, P. 0. Box 1150, Port Angeles, Washington 98362. Publish: Peninsula Daily News: August 3 and 10, 1997 Jack N. Pittis, P.E. Daily Journal of Commerce: August 4, 1997 Director of Public Works X0011522.072/FINAL 08/01/97 P1 -2 PART I- BIDDING REQUIREMENTS INFORMATION FOR BIDDERS AND CHECKLIST Sealed bids will be received by the City of Port Angeles (herein called "Owner at 321 East Fifth Street. Port Angeles, Washington 98362, until the time and date as stated in the ADVERTISEMENT FOR BIDS or as amended through addendum, and then at said office publicly opened and read aloud. Each bid shall be received by the Owner in the manner set forth in the ADVERTISEMENT FOR BIDS. Each bid must be submitted in a sealed envelope, so marked as to indicate its contents without being opened, and addressed in conformance with the instructions of the ADVERTISEMENT FOR BIDS. Each bid shall be submitted on the required bid form contained in the project manual and shall be submitted attached to the project manual with which it was originally bound. All blank spaces for bid prices must be filled in, in ink or typewritten, and the bid form must be fully completed and executed when submitted. Only one copy of the bid form is required. BIDS WILL NOT BE READ if detached from the project manual with which they were originally bound, nor shall any of the accompanying papers be detached therefrom, but the entire package (project manual without the plans), including addenda, must be unbroken, in good order. and enclosed in a sealed envelope, endorsed with the name of the work. Each bid shall be accompanied by a bid deposit in the form of a cashier's check, postal money order, or surety bond to the City of Port Angeles for a sum of not less than 5% of the amount of the bid, and no bid will be considered unless accompanied by such bid deposit. The Owner may waive any informalities or minor defects or reject any and all bids. Any bid may be withdrawn prior to the scheduled time for the opening of bids or authorized postponement thereof. Any bid received after the time and date specified shall not be considered. No bidder will be permitted to withdraw its bid between the closing time for receipt of bids and the execution of contract, unless the award is delayed for a period exceeding thirty (30) calendar days. A conditional or qualified bid will not be accepted. The bid award will be made to the lowest responsible bidder. The work embraced in the project manual shall be under the supervision of the City of Port Angeles Public Works Department, subject to the acceptance and approval of the City Council. It shall be begun within ten (10) calendar days after notice to proceed from the City Engineer and shall be completed within the time as stated in the Advertisement for bids. The Owner may make such investigations as it deems necessary to determine the ability of the bidder to perform the work, and the bidder shall furnish to the Owner all such information and data for this purpose as the Owner may request. The Owner reserves the right to reject any bid, if the evidence submitted by, or investigation of, such bidder fails to satisfy the Owner that such bidder is properly qualified to carry out the obligations of the contract and to complete the work contemplated therein. X0011522.072/FINA1 07/31 /97 P1 -3 PART I- BIDDING REQUIREMENTS The party to whom the contract is awarded will be required to execute the contract and obtain the performance and payment bond within ten (10) calendar days from the date the notice of award is delivered to the bidder. Such bond(s) shall be on the form provided by the Owner, specify the name and address of the surety, and shall include a power of attorney appointing the signatory of the bond(s) as the person authorized to execute it (them). The notice of award will be accompanied by the necessary contract and bond forms. In case of failure of the bidder to execute the contract, the Owner may, at its option, consider the bidder in default, in which case the bid bond accompanying the bid shall become the property of the Owner. The Owner, within ten (10) calendar days of receipt of acceptable performance bond, payment bond, and contract signed by the party to whom the contract was awarded, shall sign the contract and return to such party an executed duplicate of the contract. Should the Owner not execute the contract within such period, the bidder may, by written notice, withdraw its signed contract. Such notice of withdrawal shall be effective upon receipt of the notice by the Owner. The notice to proceed shall be issued within ten (10) calendar days of the execution of the contract by the Owner. Should there be reasons why the notice to proceed cannot be issued within such period, the time may be extended by mutual agreement between the Owner and contractor. If the notice to proceed has not been issued within the ten (10) calendar day period or within the period mutually agreed upon, the contractor may terminate the contract without further liability on the part of either party. All applicable laws, ordinances, and the rules and regulations of all authorities having jurisdiction over construction of the project shall apply to the contract throughout. X0011522.072/FINAL 07/31/97 P1 -4 PART I- BIDDING REQUIREMENTS X001 I522.072/F[NAL 07/31/97 BIDDERS' CHECKLIST 1. Has a bid deposit in the form of a surety bond in the proper form, postal money order, or cashier's check been enclosed with your bid? 2. Is the amount of the bid deposit at least five percent (5 of the total amount of the bid? 3. Have the bid forms been properly signed? 4. Do the written amounts of the bid forms agree with the amounts shown in figures? 5. Have you bid on all items? 6. Has the non collusion affidavit been properly executed? 7 Have you shown your contractor's state license number on the bid form? 8. Have you listed all sub contractors that you will use for the project? 9. Have you filled out the bidder's construction experience form? The following forms are to be executed after the contract is awarded: A. Contract To be executed by the successful bidder and the City. B. Performance bond To be executed on the form provided by Owner. by the successful bidder and its surety company. To include name and address of surety and Dower of attorney of signatory. C. Insurance certificate(s). P1 -5 PART I- BIDDING REQUIREMENTS STATE OF WASHINGTON COUNTY OF WHATCOM The undersigned, being first duly sworn on oath, says that the bid herewith submitted is a genuine and not a sham or collusive bid, or made in the interest or on behalf of any person not therein named; and (s)he further says that the said bidder has not directly or indirectly induced or solicited any bidder on the above work or supplies to put in a sham bid, or any other person or corporation to refrain from bidding, and that said bidder has not in any manner sought by collusion to secure to him/her self an advantage over any other bidder or bidders. Subscribed and sworn to before me this X0011522.072/FINAL 07/31/97 NON COLLUSION AFFIDAVIT gnature of Bidde3 /Contractor James A. Gebhardt, Vice President 26 day of August \AoTA/ y A ILA. 4 i UU PUB lic in and for the, '4., 'r ashington. •■at w�;,��. g at Whatcom 1 i Comm. Exp.: 4 /1/98 1997. P1 -6 PART I— BIDDING REQUIREMENTS 1 BIDDER'S CONSTRUCTION EXPERIENCE All questions must be answered and the data given must be clear and comprehensive. 1 necessary, add separate sheets for items marked 1. Name of bidder: Strider Construction Co., Inc. 1 2. Permanent main office address: 2430 E. Bakerview Road Bellingham, WA 98226 3. When organized: 1988 i 4. Where incorporated: State of Washington I 5. How many years have you been engaged in the contracting business under your present firm name? eight (8) 6. *Contracts on hand. (Schedule these, showing gross amount of each contract and the approximate anticipated dates of completion.) 1 See Attached 7. *General character of work performed by your company: turn -key construction 14. The undersigned hereby authorizes and requests any pe any information requested by the City of Port Angel DATE: August 26, 1997 X0011522.072/FiNAL 07/31 /97 Print Name: Title: General site -work and No 8. *Have you ever failed to complete any work awarded to you? If so, where and why? 9. *Have you ever defaulted on a contract? No 10. *List the more important 'projects recently completed by your company, stating approxim1 See Attached 1 r cost for each. and the month ¶nd year completed. 11. *List your major equipmenthvvai1able for this contract: See Attached See Attached If 12. *Experience in construction work similar in importance to this project: 13. Will you, upon request, fill out a detailed financial statement and furnish any out information that may be required by the City? Yes der Signature or orp on to furl James A. Gebhardt Vice President r P1 -7 PART I- BIDDING REQUIREMEI PROPOSAL ATTACHMENTS for CITY OF PORT ANGELES, DEPARTMENT OF PUBLIC WORKS EDIZ HOOK USCG BASE WASTEWATER FACILITIES 6 Contracts on hand: Owner IKO Pacific. Inc U.S. Dept of The Navy City of Lynden WWU City of Port Angeles City of Port Angeles Skagit County P.W. Skagit County P.W. 10. List the more important proiects cost for each, and the month and Proiect Title Lynden Door, Inc. Jerry Smith Chevrolet McEvoy Oil Company TEXACO Site Remed. Janicki Robotics Cockreham Island S Skagit Highway Proiect Strider Industrial Park PROJECT NO. 92-11 Contract Amount $2,000,000.00 255,000.00 650,000.00 122,000.00 $2,055,487.00 205,076.00 5 198,214.00 577,049 00 STRIDE construction co., inc. recently completed year completed: Approximate Cost 715,000.00 375,000.00 418,000.00 500,000 00 250,000.00 305,000.00 280,000 00 11 List your maior equipment available for this contract: John Deere 410C Backhoe Hitachi EX220 Excavator CAT E240B Excavator CAT D8 Dozer Terex TS -14 Scraper Forty (40) Foot Job Trailer with Full Shop Two (2) 1 Ton Crew and Tool Trucks 12. Experience in construction work similar in importance to this proiect: Contractor's Registration No STRIDCC12I0Z Estimated Completion Date September 1997 September 1997 July 1997 June 1997 March 1998 April 1998 October 1997 November 1997 by your company, stating approximate Month and Year Completed February 1995 April 1995 October 1995 February 1996 March 1996 November 1996 December 1996 Description of Work Infrastructure for 22 acre industrial site, utility installation including water, sewer and drainage. Allans Road Site Utilities Extensive site work including clearing and grubbing of 13 acres, excavation and stripping of approximately 95,000 1 of 2 06/24/97 City of Port Angeles Ediz Hook 2430 E Bakerview Rd Bellingham, Washington 98226 (360) 676 -5094 Hogg Subdivision Jerry Smith Chevrolet Lynden Door 2 of 2 06/24/97 City of Port Angeles Ediz Hook yards. Construction of access road, utilities, storm drainage, detention basin and rock wall Roadway and utility improvements in and around the Hogg Subdivision in Sedro Woolley, Washington, including the installation of 1/2 mile sewer line, 1/4 mile water line and 1/4 mile storm drain. Construction of a Chevrolet Dealership in Anacortes, Washington. Work included site clearing, installation of a closed septic system, 1 mile of 12" ductile iron waterline, 1/2 mile storm drain, 20,000 yards grading and 15,000 yards import materials. Alpha Tech Production Facility Site preparation including excavation, fill, grading, utilities and construction of 20,000 SF building and office. Site preparation including excavation, fill, grading and utilities as well as the construction of a 75,000 SF office and production facility. LISTING OF PROPOSED SUB- CONTRACTORS Bidder shall list all subcontractors proposed to be used on the project. FAILURE TO LIST SUB CONTRACTORS SHALL BE CONSIDERED TO BE A NON RESPONSIVE BID. If there are no sub contractors, write "NO SUB CONTRACTORS WILL BE USED 1 NAME AND ADDRESS DESCRIPTION OF WORK 5TeAtTs P• O 29/4 sLa A.,)c, c_as Li, A L Lv G �7L; 1 1 t IGNATURE and TITLE X0011522.072/F►NAi.07/31/97 James A. Gebhardt, Vice President P1 -8 PART I— BIDDING REQUIREMENTS Honorable Mayor and City Council Port Angeles City Hall 321 East Fifth Street Port Angeles, WA 98362 BIDDER: Strider Construction Co., Inc. DATE: August 26, 1997 The undersigned, hereinafter called the bidder, declares that the only person(s) interested in bid are those named herein; that the bid is in all respects fair and without fraud; and that it is made without any connection or collusion with any other person making a bid on this project. The bidder further declares that it has carefully examined the plan, specifications, and contrac documents, hereinafter referred to as the project manual, for the construction of the propo c project improvement(s); that it has personally inspected the site(s); that it has satisfied itself a." the types and quantities of materials, the types of equipment, the conditions of the wort involved, including the fact that the description of and the quantities of work and materials, 11( types of equipment, the conditions of and the work involved as included herein, are brief and intended only to indicate the general nature of the work and to identify the said quantities witl the corresponding requirements of the project manual; and that this bid is made in accordal( with the provisions and the terms of the contract included in the project manual. The bidder further agrees that it has exercised its own judgment regarding the interpretation surface information and has utilized all data which it believes is pertinent from the City EnginL r hereinafter also referred to as the City or Owner, and such other source of information as 1 determined necessary in arriving at its conclusion. The kidder further certifies that the subcontracting firms or businesses submitted on h LISTING OF PROPOSED SUB CONTRACTORS will be awarded subcontracts for described portions of the work: If the bidder is awarded a construction contract on this bid, the name and address of the suit who will provide the performance bond is: Name of Surety: Address of Surety: X0011522.072/FIN&L 07/31/97 BID FORM United Pacific Insurance Company 2505 South 320th Street Federal Way, WA 98003 1 1 1 1 1 1 r 1 P1 -9 PART I— BIDDING REQUIREMEI 1 1 BID FORM 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SCHEDULE A OFF -BASE FACILITIES Item Estimated ITEMS WITH UNIT PRICE :BID UNIT PRICE AMOUNT No. quantities for (unit prices to be written in words) comparing bids only I Lump Sum Mobilization 2 Lump Sum Maintenance Protection of Traffic 3 200 Hours Traffic Control Labor 4 Lump Sum Construction Surveying 5 Lump Sum Trench Safety System 6 Lump Sum 4 -Inch D.I. Canal Crossing and Connection 7 2385 Lineal 4 -Inch HDPE Forcemain Feet 8 6 Each 4 -Inch Cleanout Assembly 9 17 Each Cut -in 4 -Inch Cleanout Assembly 10 Lump Sum Repair Existing 4 -Inch Forcemain; Sta. 21 +55 l I 16 Each Service Connection 12 315 Lineal 2 -Inch HDPE Service Connection Feet Forcemain X0011522.072/FtNn1. 07/31/97 Dollars Cents Dollars Cents /8,C00 c J G( OCJ 2,C 00 Z OCO 06 32 (fib 6.4Ck 3,00o, QO 3,0 /MO( (y) /.0 1) OCR c 7 on by (0 L‘7000 /300 bQ s bU OO CA 5QC. 00 &)0O C'O /Z 378o co P1 -10 PART I— BIDDING REQUIREMENTS Item Estimated ITEMS WITH UNIT PRICE BID UNIT PRICE AMOUNT No. quantities for (unit prices to be written in words) comparing bids only Dollars Cents Dollars Cer 13 2215 Lineal Asphalt Pavement Repair Feet O Q 14 Lump Sum OB -1 System; Sta. 20 +00 15 Lump Sum OB -2 System; Sta. 34+00 16 Lump Sum OB -3 System; Sta. 102 +00 17 Lump Sum OB-4 System; Sta. 105 +70 1 1 6.co0 Op CD,00D Loco 00 6,000 lea (,000 30 6, 00o 1 CO fsQoc�cSa 18 Lump Sum OB -5 System; Sta. 109 +30 1 CO30oo CO 19 Lump Sum Restoration and Cleanup 20 Lump Sum Spare Equipment X0011522.072/Fm AL 07/31/97 s000 60 s7000 2,C�Cp hb 2.0 gSZ� 21 3 Each Automatic Air Release Valve Assembly r, y. pa 06 2.00_ Schedule A Sub -Total 9. 86,511 7.9% Washington State Sales Tax /4.,21.' Schedule A Total $20484 4 e 1 Note: Items 14, 15, and 18 may be deleted by the City at its option, after Award. See Sp Provisions Section 1- 02.11. 1 P1 -11 PART I— BIDDING REQUIREME1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SCHEDULE B USCG BASE FACILITIES Item Estimated ITEMS WITH UNIT PRICE BID UNIT PRICE AMOUNT No. quantities for (unit prices to be written in words) comparing bids only 1 Lump Sum Mobilization 2 Lump Sum Mamtenance Protection of Traffic 3 160 Hours Traffic Control Labor 4 Lump Sum Construction Surveying 5 Lump Sum Trench Safety System 6 2685 Lineal 4 -Inch HDPE Forcemain Feet 7 1005 Lineal 3 -Inch HDPE Forcemain Feet 8- 1570 Lineal 2 -Inch HDPE Service Connection Feet Forcemain 9 7 Each 4 -Inch Cleanout Assembly 10 1 Each 3 -Inch Cleanout Assembly 11 570 Lineal Asphalt Pavement Repair Feet 12 10 Square Cement Concrete Sidewalk Yards 13 Lump Sum USCG -1; CPO Club System X0011522.072/FINAL 07/31/97 Dollars Cents Dollars Cents /5:Coh C>O /s.000 CO Zan C 3•C)O0 RAJ 32 60 5/2.0 a3 3600 CO .3000 M /COO 1 o IMO CO /2 X .3ZZZ0 Ol3 /a ao c so co '7 in rol9i /'3oo co woo c 0 bo 06 /70D 00 1/ 0 0 Ca 270 Ott 4s 00 15 0 0() ilsya. 00 SOU c P1 -12 PART I— BIDDING REQUIREMENTS Item No. Estimated quantities for comparing bids only 14 Lump Sum 15 Lump Sum 16 Lump Sum 17 Lump Sum 18 Lump Sum 19 2 Each 20 Lump Sum 21 Lump Sum ITEMS WITH UNIT PRICE BID (unit prices to be written in words) USCG -2 System; Medical/Exchange System USCG -3 System; Group Support/ Dock System USCG -4 System; Administration Building System USCG -5 System; Hanger System USCG -6 System; Washdown Pad System Pressure Cleanout Restoration and Cleanup Spare Equipment UNIT PRICE Dollars Cents r3Ot Otb /g C CO /2.4CC G4 26,000 00 551) O0 50b0 60 ��O6O00 Schedule B Sub -Total 7.9% Washington State Sales Tax Schedule B Total SUMMARY OF CONTRACT COST: Subtotal Schedule A (Including Sales Tax) Subtotal Schedule B (Including Sales Tax) GRAND TOTAL CONTRACT COST (INCLUDING SALES TAX) Basis of Contract Award is the total of Schedules A and B. Section 1- 02.11. X0011522.072/FINAL 07/31/97 See AMOUNT 1 1 1 Dollars Ceni /.000 ca 36,060+ o0 L4000 cya /2,00Q 21,,000 00 it 1, 100 OCR 1 SC 00 3c 1 Loc 1 2I ,4oO s -7, 235" f,, 53 204.864. 3-4 235, 6531 $440 677•1 Special Provisto P1 -13 PART I— BIDDING REQUIREMEI ADDENDA ACKNOWLEDGMENT The bidder hereby acknowledges that it has received Addenda Nos. 1 (dated 8/14/97) to this project manual: The name of the bidder submitting this bid and its business phone number and address, to which address all communications concerned with this bid and with the contract shall be sent is listed below. Bidder's firm name Tele. No. Sign 360 62.6-094 ames A. Gebhar t Print Name: James A. Gebhardt BID FORM Strider Constrnrtinn Cr Complete address 2430 E. Bakerview Road (Street address) Title Bellingham. WA 98226 (State) (Zip) Vice President Note: (1) If the bidder is a partnership, so state, giving firm name under which business is transacted. (2) If the bidder is a corporation, this bid must be executed by its duly authorized officials. X0011522.072/FINAL 07/31/97 P1 -14 PART I- BIDDING REQUIREMENTS SECTION 00900 ADDENDUM NO. 1 EDIZ HOOK USCG BASE WASTEWATER FACILITIES PROJECT NO. 92-11 CITY OF PORT ANGELES PORT ANGELES, WASHINGTON NOTICE is hereby given that the Contract Documents are modified as follows: DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS Page 7 -2, Section 7 -17.2, Materials Add the following, describing the eccentric plug valve for connection near the helicopter washdown area: Operator and control system shall be rated and installed for use in a Class I, Division 2 explosive- hazardous area. Install conduit seals as needed to comply with NEC requirements. ADDM01.DOC SPECIFICATIONS DIVISION 8 MISCELLANEOUS CONSTRUCTION Page 8 -24, 8- 31.2(8), Electrical Add the following: Pump station equipment shall be rated for use in a Class 1, Division 1 explosive- hazardous area as appropriate, and station as a whole shall be designed to meet the requirements of the National Electric Code pertaining to classified areas. Page 8 -25, 8- 31.3(2), Electrical Installation Add the following: Install station electrical equipment as recommended by the manufacturer and in compliance with the National Electric Code. 00900 -1 ADDENDUM NO. 1 DRAWING 12 To meet Class I, Division 1 explosive- hazardous requirements, revise the column PUMP TYPE/ IMPELLER DIAMETER as follows: ADDM01.DOC INSTALLATION OB -1 OB -2 OB -3 OB -4 OB -5 USCG -1 USCG -2 USCG -3 USCG -4 USCG -5 USCG -6 Issued August 14, 1997 R. W. Beck, Inc. DRAWINGS PUMP TYPE/ IMPELLER DIAMETER G1LX, 3 SIMPLEX G1LX, 3 SIMPLEX G1X, 4.62 SIMPLEX G1X, 4.62 SIMPLEX G2HX, 5.25 SIMPLEX G2HX, 5.25 SIMPLEX G2HX, 5.75 DUPLEX G2HX, 6.87 DUPLEX G2HX, 5.75 DUPLEX G2HX, 5.25 SIMPLEX G2HX, 5.25 DUPLEX END OF ADDENDUM NO. 1 1 ors: I -2S -9 00900 -2 ADDENDUM NO. 1 Herewith find deposit in the form of a cashiers check, postal money order or bid bond in the amount of which amount is not less than five (5 percent of the total bid. SIGN HERE KNOW ALL MEN BY THESE PRESENTS: Strider Construction United Pacific That we„ Co., Inc. as Principal and Insurance Company as Surety, are held and firmly bound unto the CITY OF PORT ANGELES as Obligee, in the penal sum of Five Percent of Total Amount Bid Dollars, for the payment of which the Principal and the Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, by these presents. The condition of this obligation is such that if the Obligee shall make any award to the Principal for: Ediz Hook /USCG Base Wastewater Facilities Project No. 92 -11 according to the terms of the bid made by the Principal, and the Principal shall duly make and enter into a contract with the Obligee in accordance with the terms of said bid and award and shall give bond for the faithful performance thereof, with Surety or Sureties approved by the Obligee: or if the Principal shall, in case of failure so to do, pay and forfeit to the Obligee the penal amount of the deposit specified in the advertisement for bids, then this obligation shall be null and void; otherwise It shall be and remain in full force and effect and the Surety shall forthwith pay and forfeit to the Obligee, as penalty and liquidated damages, the amount of this bond By. Unit acific Insures Str By: Juli Dated: CF �1W Glover, Attorney -In -Fact Received return of deposit in the sum of X001 1522.072/FINAL 07/31/97 BID BOND FORM BID BOND D DATED THIS 25th day of August James A. Gebhardt, Vice President Company Principal Surety 19 97 P1 -15 PART 1- BIDDING REQUIREMENTS THE FACE OF THIS DOCUMENT HAS OLORED BACKGROUND ON WHITE PAPER 1 1 RELIANCE SURETY COMPANY UNITED PACIFIC' INSURANCE''COMPANY i 4' KNOW' MEN BY THESE' PRESENTS; _that RELIANCE SURETY COMPANY is a corporation duly organized under the laws of the State of Del- aware,' and that RELIANCE INSURANCE, UNITED PACIFIC INSURANCE COMPANY, are corporations duly organized under the laws of the' Commonwealth of'Pennsylvania and khat RELIANCE NATIONAL INDEMNITY COMPANY is a' corporation duly organized under the laws of the State of Wisconsin (herein collectiv_ely'; called "the Companies and that the Companies by virtue of signature and seats do hereby make, constitute and appoint Cindy, +Darlene Jakielski, M.J. Cotton, Steven K. Bush, Nancy J. Osborne, Mike Amundsen, Scott, Mark A. Jensen, Julie M. Glover;''of Kirkland;,'- Washington their_true and lawful Attorney(s)-in-Fact, to make, execute, seal and deliver for and on their behalf,_ as act and deed any,and all bonds and_ undertakings of suretyship and to bind the Companies thereby as fully and to the same extent asif such bonds and'undertakings and other writings obligatory' in the nature thereof 'were signed by.an 'Executive Officer-of the Companies and sealed and attested by One other` of such officers, and hereby ratifies and confirms all that their said Attorney(s) =in -Fact may, do in pursuance hereof.- Thi Po of Attorney Is. granted under and by the authority of Article' VII of the�By -Laws of RELIANCE ,SURETY COMPANY, I NATIONAL INDEMNITY COMPANY which 4yrici.s VII= EXECUTION OF BONDS AND UNDERTAK --1'1''''' e Bexrd hi Direqt siden h Chairman of theBoard. any Senior Vice President, any Vice President ocAsiistant thce;Pres dent Cr th if 9 "tliby the Board authority, sublect to thetennx and limitations of the, Power, crC ,AttciMey sued I NCE INSURANCE "COMPANY =UNITED 'PACIFIC- INSURANCE COMPANY, and RELIANCE °NAT i recogndances, contracts of mdemnity,and, writings 'obligatory in the, nature thereof. ;j' 11 t Attorne ll° i S' dtplv�,i A' e ''j1i i i i (sl- in-Fact shall Mave power'and aut hority 'to execute ae o affidavits required to be attchd to bnds,.reco n a o ntracts of +n y p g rzanoes, co= ndemrnty+orother conditional or obligatory undertekings` and they shall also have pOwer author+ty,to,cert +fy ttie finana+ai'statement of the Company and to copies of, the By Laws =o[ihe Company oi any_arncle =o� section thereof. 'i`j "i14 „l iI i'i'' h' t.• ':,:2',>, "0'111 "1141�14yI, 'p l' �;�'d�la r', 5.,. l'2:4?,;',-r-7,- 7,” This Power'of Attorney_+s s+gned!a�d lsealed by` and by�_authonry of the following resolution adopted by the Executive end Finane;Committ o f the'Boards of Directors of Reliance I Insurance Company, Urated Pacifietirie ance:Compan and Rebance Nationaltndemmry Company by Unanimous Consent' dated, as of February 28 -1994 and by. the Executive and Financial Committee of =the Board ofD+rectors of- Reliance SuretyCompany by Unan+mous dated as of March 31, 1994 N Iv_thbt =the signatures ofdsuch_directors!;and ofhce�s arid- the seal of_the'Company may-'be affixed_W an such Power of Attoiney:or any certificates eC thereto by facs+mde,and any such Power of Attorney or cerp beanng such facsimile or facsimile seal shall.be valid and,binding upon the Company, and any such Power so executed and cert+Tedbyfacs+mlles+gnatures and facsrmrle shaltbe valid and binding upon the Company, in the future -with respect to any /bond or undertaking to which it is i m ,ms's" i•,,_. e` presents to be signed and their corporate seals, to be 'hereto 'affixe 31, IN_WITNESS WHEREOF;° 1996: ai STATE OF,Washington COUNTYiOF Kin g !:j' I' i:,l��',i 11 I p „°p',;�f;: +,I,; €i7 1�'I ''I” Irk "i: On his,October 31, 1996;; 1' I ;beforenie,'Janet',Blankiey; personally appeared,; Mark, W: Alsup ivho'_acanowledged -himself to_be the Vice President of le'Relle Surety'Cornoanv: Relianceti ''lnsurancel''Comoanv:;:. United' Pacific-Insurance'Comoanv -and Reliance Company and g ,p- NOTARY'" <t PUBLIC r q 12-2947 o ,t wasa RELIANCE INSURANCE COMPANY RELIANCE NATIONAL INDEMNITY COMPANY ,i, ADMINISTRATIVE OFFICE, PHILADELPHIA, PENNSYLVANIA POWER OF ATTORNEY SURETY COMPANY, RELIANCE INSURANCE COMPANY UNITED' PACIFIC ,INSURANCE COMPANY LIANCENATIONAL°'INDEMNITY COMPANY No ary Public iri and to!' the' State of Washington Redding at Puyallup I, Robyn Layng, Assistant Secretar o RELIANCE SURETY COMPANY, RELIANCE INSURANCE COMPANY, UNITED PACIFIC INSURANCE COMP- ANY, and RELIANCE NATIONAL INDEMNITY COMPANY do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies, which is still in full force and effect. I IN WITNESS WHEREOF, I have hereunto set my hand and affixed the seals of said Companies this 26 day of August 19 97 Assistant Secretary THE BACK OF THIS DOCUMENT CONTAINS AN ARTIFICIAL WATERMARK HOLD AT AN ANGLE TO VIEW PART 2 CONTRACT FORMS (TO BE SUBMITTED AT CONTRACT EXECUTION) THIS AGREEMENT, made and entered into in duplicate, this f5 ay of ,/j l 19 4z, by and between the CITY OF PORT ANGELES, hereinafter called the Owner, and Strider Construction Co. I hereinafter called the Contractor, WITNESSETH: That in consideration of the terms and conditions contained herein and attached and made a part of this agreement, the parties hereto covenant and agree as follows: 1. The Contractor shall do all work and furnish all tools, materials, and equipment for Ediz Hook USCG Base Wastewater Facilities Project No. 92 -11 in accordance with and as described in the attached plans and specifications and the Standard Specifications for Municipal Public Works Construction, referred to as the project manual, and shall perform any alterations in or additions to the work provided under this contact and every part thereof. This contract is subject to minimum wage requirements of Section 1 -07.9 (Wages) of the Standard Specifications. The Owner agrees to pay the Contractor for the actual quantities in the completed work according to the schedule of unit prices set forth in the bid form hereto attached and made a part of this contact. Work shall start within ten (10) days after execution of contract and be completed in 70 (working) days. If said work is not completed within the time specified, the Contractor agrees to pay to the Owner liquidated damages as stated in the project specifications for each and every day said work remains uncompleted after expiration of the specified time. The Contractor shall provide and bear the expense of all equipment, work and labor of any sort whatsoever that may be required for the transfer of materials and for constructing and completing the work provided for in this contract and every part thereof; except such as are mentioned in the specifications to be furnished by the Owner. 2. The Owner hereby promises and agrees with the Contractor to employ, and does employ the Contractor to provide the materials to do and cause to be done the above described work and to complete and finish the same according to the attached plans and specifications and the terms and conditions herein contained and hereby contracts to pay for the same according to the attached specifications and the schedule of unit or itemized prices hereto attached, at the time and in the manner upon the conditions provided for in this contract. 3. The Contractor for itself, and for its heirs, executors, administrators, successors, and assigns, does hereby agree to the full performance of all the covenants herein contained upon the part of the Contractor. X0011522.072 /FINAL 08/01/97 P2 -1 CONTRACT 4 It is further provided that no liability shall attached to the Owner by reason of entering into this contract, except as expressly provided herein. 5 The Contractor shall obtain and maintain Public Liability and Property Damage Insurance in accordance with Sections 1- 07.18, 1- 07.18(1), 1- 07.18(2)(A)(B), 1 -07 18(3) and 1- 07.18(4) of the APWA supplement to the Standard Specifications and the following additions: (a) Workers compensation at the limits established by the State of Washington shall be included. 6. The Contractor shall defend, indemnify and hold the Owner, its officers, officials, employees and volunteers harmless from any and all claims, injuries, damages, losses or suits including attorney fees, arising out of or in connection with the performance of this contract, except for injuries and damages caused by the sole negligence of the Owner. Should a court of competent jurisdiction determine that this contract is subject to RCW 4.24.115, then, in the event of liability for damages arising out of bodily injury to persons or damages to property caused by or resulting from the concurrent negligence of the Contractor and the Owner, its officers, officials, employees, and volunteers, the Contractor's liability hereunder shall be only to the extent of the Contractor's negligence. It is further specifically and expressly understood that the indemnification provided herein constitutes the Contractor's waiver of immunity under Industrial Insurance, Title 51 RCW, solely for the purpose of this indemnification. This waiver has been mutually negotiated by the parties. The provision of this section shall survive the expiration or termination of this contract. 7. Contractor hereby assigns to Owner any and all claims for overcharges resulting from antitrust violations as to goods and materials purchased in connection with this contract, except as to overcharges resulting from antitrust violations commencing after the date of the bid, quotation, or other event establishing the price of this contract. In addition, Contractor warrants and represents that each of its suppliers and subcontractors shall assign any and all such claims for overcharges to Owner in accordance with the terms of this provision. Contractor agrees to give Owner immediate notice of the existence of such claim. IN WITNESS WHEREOF the parties hereto have caused this agreement to be executed the day and year first above written. [City e ngeles] CONTRACTOR[ Strider Construction Co. Inc.__] N. e of Contractor By Title Pr si ent Ap.. ed as to form U eg Hinton City Clerk Attest: PART 2— CONTRACT FORMS KNOW ALL MEN BY THESE PRESENTS: That we. the undersigned. Strider Construction Co. Inc. as Principal. and United Pacific a corporation, organized and existing under the laws of the State of TnSllran!`P Company g g Washington. as a surety corporation. and qualified under the laws of the State of Washington to become surety upon bonds of contractors with municipal corporations as surety, are jointly and severally held and firmly bound to the City of Port Angeles in the penal sum of 440,517.94---- for the payment of which sum on demand we bind ourselves and our successors. heirs. administrators or personal representatives, as the case may be. This obligation is entered into pursuant to the statutes of the State of Washington and the ordinances of the City of Port Angeles. Dated at The conditions of the above obligation are such that: WHEREAS. the City of Port Angeles has let or is about to let to the said Strider Construction Co. Inc. the above bounded Principal, a certain contract. the said contract being numbered 92 11 and providing for Ediz Hook /USCG Base Wastewater Facilities (which contract is referred to herein and is made a part hereof as though attached hereto). and WHEREAS. the said Principal has accepted. or is about to accept, the said contract, and undertake to perform the work therein provided for in the manner and within the time set forth; now, therefore, If the said Principal, Strider Construction Co.. Inc. shall faithfully perform all of the provisions of said contract in the manner and within the time therein set forth. or within such extensions of time as may be granted under said contract. and shall pay. all laborers. mechanics, subcontractors and materialmen. and all persons who shall supply said Principal or subcontractors with provisions and supplies for the carrying on of said work, and shall indemnify and hold the City of Port Angeles harmless from any damage or expense by reason of failure of performance as specified in said contract or from defects appearing or developing in the material or workmanship provided or performed under said contract within a period of one year after its acceptance thereof by the City of Port Angeles. then and in that event, this obligation shall be void; but otherwise. it shall be and remain in full force and effect. Signed this /1 day of .5c—:-fire—g1 United Pftejfic Insura Company Title By Glover av ;n Farr X001 1522.072/FiN AL 08/01/97 PERFORMANCE and PAYMENT BOND Bond to the City of Port Angeles Washington, this By ,19 97. Strider Construction Co.. Tnc. Principal Title Gk Hinton Pnt Bond U2818902 day of 1997 P2 -2 PART 2- CONTRACT FORMS THE FACE OF THIS DOCUMENT HAS A COLORED BACKGROUND ON WHITE PAPER I UNITED PACIFIC INSURANCE COMPANY' RELIANCE NATIONAL INDEMNITY COMPANY ADMINISTRATIVE OFFICE, PHILADELPHIA, PENNSYLVANIA 1 1 1 1 1 RELIANCE SURETY COMPANY KNOW ALLMEN BY THESE PRESENTS, that RELIANCE SURETY COMPANY is a corporation duly organized under the laws of the State of Del- aware, and that RELIANCE INSURANCE COMPANY and UNITED PACIFIC INSURANCE COMPANY, are corporations duly organized under the laws of the Commonwealth'" of'Pennsylvania and that RELIANCE NATIONAL INDEMNITY COMPANY is a corporation duly organized under the laws of the State of Wisconsin (herein collectively called "the Companies and that the Companies by virtue of signature and seals do hereby make, I constitute and;,,appoint', „Cindy L. Villasista, Darlene Jakielski, M.J. Cotton, Steven K. Bush, Nancy J. Osborne, Mike Amundsen, S.M. Scott, Mark A. Jensen, Julie M. Glover, of Kirkland, Washington their true and lawful Attorney(s) -in -Fact, to make, execute, seal and deliver for and on their behalf, ant tea their act and deed any all bonds and undertakings of suretyship and to bind the Companies thereby as fully and to the same extent-as if such'bonds and undertakings and other writings obligatory in the nature thereof were signed by an Executive Officer of the Companies and sealed and attested by one other of such officers, and hereby ratifies and confirms all that +their said iAttorney(s) -in -Fact may do in pursuance' I hereof. This -Power of_Attorney_ is granted_ under and by the authority' of Article VII of the ,By-Laws of RELIANCE SURETY,, COMPANY, RELIANCE INSURANCE= COMPANY; °UNITED PACIFIC- INSURANCE COMPANY,' and RELIANCE NATIONAL INDEMNITY;; COMPANY which provisions are; now;.in.full, force and effect, reading as follows: ire POWER OF ATTORNEY lo ARTICLE VII EXECUTION OF BONDS AND UNDERTAKINGS Boar o ("Directors, the President, the,Chairinan of the Board, any Senior Vece'President. any Vice President or Assrstant_Vrce,,President or other officer designated by the of Directors` shall have power and'authority to (a) appointAttorney(s)-in -Fact and to authorize them to execute on behalf of the Company „tionds;and, undertakings, recognizances „contracts of indemnity I and other wiihngs'obbdetory o ttie nature thereof,.and (b) to remove any such Attorney(s)-in-Fact at any time and revoke the power and'euthonty; given to them v; 2., -1n =Fact shall have po and authority, subject to the terms, and iimrtations of.the Power of Attorney „d,issued,to themX46 execute deliver on behalf of -the Company, bonds and undertakings„'irecognizances, oCentracts of rndemnity and other wntrngs obbgatory the' nature' thereof The, corporate seal, is°not necessary for the validity of_any bonds and undertakings,' recognizances, contracts of indemnit and other writings obligatory in the nature thereof o 3. 'Attorney(s)-in -Fact shall have power and authority to execute affidavits required to-be attached`to bonds; recognizances, contracts of indemnity or -other conditional`or obligatory. undertakings'andthey shall also have power and authority -to certify the financial statement of theLCompany and to copies of the By -Laws of_tha Company,orany article or section thereof. r s'r n i Executive, 1994 and he Executiveran nancial n ni u n Aa ed' as'of This ru 28” 199 nil b t d Fi i n i 'Indemnity _b U a mo s, onsa t t Feb I i urartce an and Rel a ce Nat oval 'Inds t C an C In n' "'n U "ih .Ins Com om ura ce Coma nt d'Pac c arY by s e v v- Y P Y.- _P Y P i nce _n n dated o 31 1994. Committee of the Board of_Directors of Rel a Surety_Compa y_by_ Unanimous Goose t t as t ;�lr`� Ressolved that�the';srgnatures_ of such directors and officers and seal of the -Company may- be afflxed- to_any s Power, of Attorney or ,any certificates relating thereto by`,: o mile,and any I' facsi' y s „uch� ,awer of Attorney or certificate bearing such facsimile signatures fal binding, upon the Company and any such Power so ,:m fI b e,�. y l f .a., o. acsimile seal shill be valid an the bond or g which 1 i s '�t to any bon undertaken' to whit CoMP anies_have caused these_ presents to obe;, and their corporate' see IN WITNESSWHEREOF 1996: STATE OF,;Wa COUN King'',° On ti s; October 31;,,;1 h 996 before me, Janet' Blankley, personally appeared,, Alsup, whoa +,acknowledged himself to be the Vice President,. of the;: Reliance;!''Surety`Company, Reliance Insurance Company, United Pacific Insurance Company; °and, Reliance National Indemnity Company, and'',, that ,as such;°,li;being ,authorized to do so,', executed, the foregoing instrument for the purpose "therein" contained by signing the name of the corporation by -'himself: as its duly authorized officer. ir 'f! i B In witness 'whereof,'1 hereunto set my hand and official seal. 4 +zbY4 4° NOT RY�s �.c i PUBLIC 12.2947 0 I IN WITNESS WHEREOF, I have hereunto set my hand and affixed the seals of said Companies this day of RELIANCE INSURANCE COMPANY Assistant Secretary s ^;to be, hereto affixed, this'October, 31 RELIANCE SURETY COMPANY RELIANCE INSURANCE COMPANY; UNITED PACIFIC INSURANCE COMPANY'," ,AELIANGE NATIONAL INDEMNITY COMPANY No ary Public in and for the State of Washington Re -ding at Puyallup 1 1, Robyn Layng, "Assistant Secretary of RELIANCE SURETY COMPANY, RELIANCE INSURANCE COMPANY, UNITED PACIFIC INSURANCE COMP- ANY, and RELIANCE NATIONAL INDEMNITY COMPANY do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies, which is still in full force and effect. 19 THE BACK OF THIS DOCUMENT CONTAINS AN ARTIFICIAL WATERMARK HOLD AT AN ANGLE TO VIEW DT-I- CO 1CJ• JVI"il 1 111L. VI 11 I 1 \VVI 1 J'.JC' 1 ..J'I V�. ACORD CERTIFICATE OF'LIABILI 'LIABILITY 1 NSURANcggis.. RODUCEF 1 1 1 1 1 1 li he Unity Group Bellingham 10 Unity Street, P.O. Box X ellingham WA 98227 Sheldon L. Satterthwaite 1[ 0.No. 360 -647 -9000 FsxNa 360- 734 -8496 suREo 0 TYPE OF INSURANCE 1 GENERALLIAEOLITY 1 I X I COMMERCIAL GENERAL LIABILITY I I I CLAIMS MADE OCCUR L X OWNER'S CONTRACTOR 5 FAO 1 I 1 X S t ov Gap I AUTOMOBILE LIABILITY ilk ANY N! AU. OWNED AUTOS —.A 3CHEDU -ED AUTOS HIRED AUTOS I J NON-ON/NW AUTOS I i I GARAGE LIABILITY ANY AUTO EXCESS UABILRY I UMBRELLA FORM I OTHER THAN UMBRELA FORM WORKERS COMPENSATION AND EMPLOYERS' LIABILITY j THE PROPRIETOR/ PARTNERS/EXECUTIVE OFFICERS ARE. I OTHER INCL I EXCL 52058507 52058507 POLICY NUMBER 52058507 06/23/97 06/23/98 A SCRIPTION OF OPERATIONSROCATIONsNEHICLES !SPECIAL ITEM Re: Ediz Hook U.S.C.G. Base pro ect #9211. The City of U.S. Coast Guard and R.W. Beck Engineers, 1001 4th Ave, eattle, Wa. 98154 -1004 are Additional Insureds. II CERTIFICATE FIOLDER 'CORD 254 (tab) City of Port Angeles 321 E. 5th St. Port Angeles wA 98362 -1150 XXXXX X DATE (MM/DO/YY) 09/17/97 44Ol-9El--TH1S CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POUCIES BELOW. COMPANIES AFFORDING COVERAGE COMPANY A Ohio Casualty COMPANY B COMPANY C' Strider Construction_ Co., Inc. 2430 East Bak.erview Rd Bellingham WA 98226 I oVAQS THIS I5 TO CERTIFY TI-IAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY' CONTRACT OR OTHER DOCLImENT WITH RESPECT To WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES, LIMITS SHOWN MAY HAVE BEEN REDUCED �Y PAID CLAIMS COMPANY D POLICY EFFECTIVE POLY EXPIRATION 1 GATE (MM /DO/YY) DATE (MOONY) 06/23/97 06/23/98 06/23/97 CANCELLATION AUTHORIZED REPRESEN7A1IVE Sheldon L. Satte t Port Angeles, The Suite 2 LIMITS IGENERAL A GGREGATE i PRODUCTS COMP /OP AGG I j PERSONALS ADV INJURY EACH OCCURRENCE FIRE DAMAGE (Any one Ere; I 1 MED EXP (Any one person) ^OMSINED SINGLE LIMIT BODILY INJURY (Per person; BODILY INJURY (Per accident) PROPERTY DAMAGE AUTO ONLY EA ACCIDENT 1 ffi OTHER THAN AUTO ONLY, I EACH ACCIDENT I AGGREGATE IS I EACH OCCURRENCE 0 6/23/98 AGGREGATE 1 II WC STATU- TORV UMfTS s2,000,000 52,000,000 51,000,000 $1,000,000 $50,000 $5,000 $1,000,000 !$2,000,000 ,52,000,000 EL EACH ACCIDENT I E E. DISEASE POLICY LIMIT EL DISEASE EA EMPLOYEE or ze.a. SHOULD ANY OF THE ABOVE DESCRIBED POLICIES EE CANCELLED BEFORE THE n 'n EXP%RAT +ON DATE THEREOF THE ISSUING COMPANY WILL 4 i DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, QACORD CORPORATION 4988' PART 3 AMENDMENTS TO STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS INTRODUCTION The following Amendments and Special Provisions shall be used in conjunction with the 1996 Standard Specifications for Road, Bridge, and Municipal Construction (English). AMENDMENTS TO THE STANDARD SPECIFICATIONS The following Amendments to the Standard Specifications are made a part of this contract and supersede any conflicting provisions of the Standard Specifications. For informational purposes, the date following each Amendment title indicates the implementation date of the Amendment or the latest date of revision. Each Amendment contains all current revisions to the applicable section of the Standard Specifications and may include references which do not apply to this particular project. SECTION 1 -02, BID PROCEDURES AND CONDITIONS March 3, 1997 1 -02.13 Irregular Proposals The reference to Section 1 06.6 in item 1. h. is revised to read Section 1 02.6. SECTION 1 -04, SCOPE OF THE WORK March 3, 1997 1 -04.6 Increased or Decreased Quantities The first sentence of Item no. 1 in the first paragraph is revised to read: Either party to the contract will be entitled to renegotiate the price for that portion of the actual quantity in excess of 125 percent of the original bid quantity. Item no. 2 in the first paragraph is revised to read: Either part to the contract will be entitled to an equitable adjustment if the actual quantity of work performed is less than 75 percent of the original bid quantity. The equitable adjustment in the case of decreased quantities shall be based upon any increase or decrease in costs due solely to the variation of the estimated quantity. The total payment for any item will be limited to no more than 75 percent of the amount originally bid for the item. Item no. 4 in the second paragraph is deleted. X0011522.072/FINAL 07/31/97 P3 -1 PART 3- STANDARD SPECIFICATIONS AND AMENDMENTS SECTION 1 -06, CONTROL OF MATERIALS April 28, 1997 1- 06.2(1) Samples and Tests for Acceptance This section is supplemented with the following: The CONTRACTOR may observe any of the sampling and testing performed by the ENGINEER. If the CONTRACTOR observes a deviation from the specified sampling and testing procedures, the CONTRACTOR shall verbally describe the deviations observed to the ENGINEER or designated representative immediately, and shall confirm these observed deviations in writing to the ENGINEER within 24 hours, referencing the specific procedure steps. The ENGINEER will respond in writing within three working days of the receipt of the CONTRACTOR's written communication. SECTION 1 -07, LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC March 3, 1997 1- 07.9(5) Required Documents The fifth sentence of the third paragraph is revised to read: Employee labor descriptions used on certified payrolls shall coincide exactly with the labor descriptions on the minimum wage schedule in the contract unless the ENGINEER approves an alternate method to identify labor used by the CONTRACTOR to compare with labor listed in the contract provisions. 1 07.11(10)B Required Records and Retention The reference •to "PR 1391" in the first sentence of the second paragraph is revised to read "FHWA 1391". The third paragraph is revised to read: All CONTRACTORS /SubCONTRACTORS having contracts of $100,000 or more that are Federally funded shall submit WSDOT form 820 -010 to the Project ENGINEER by the fifth of the month during the term of the contract. The CONTRACTOR/subcontractor shall maintain this Information for all Contracting Agency funded projects, and those Federally funded projects under $100.000. 1 07.13(4) Repair of Damage The second sentence of the first paragraph is revised to read: For damage qualifying for relief under Section 1- 07.13(1), 1- 07.13(2), and 1- 07.13(3), payment will be made in accordance with Section 1 -04.4. X0011522.072/F1NAL 07/31/97 P3 -2 PART 3- STANDARD SPECIFICATIONS AND AMENDMENTS SECTION 1 -09, MEASUREMENT AND PAYMENT March 3, 1997 1 -09.8 Payment for Material on Hand The first sentence of the fifth paragraph is revised to read: The Contracting Agency will not pay for material on hand when the invoice cost is less than $2,000. SECTION 1 -10, TEMPORARY TRAFFIC CONTROL March 3, 1997 1- 10.2(1) Traffic Control Supervisor This section is revised to read: 1- 10.2(1) General The CONTRACTOR shall designate an individual or individuals to perform the duties of Traffic Control Manager (TCM) and Traffic Control Supervisor (TCS). The TCM and TCS shall be certified as a worksite traffic control supervisor by one of the organizations listed in the Special Provisions. A TCM and TCS are required on all projects that have traffic control. The TCM can also perform the duties of the TCS. The CONTRACTOR shall identify an alternate TCM and TCS that can assume the duties of the assigned or primary TCM and TCS in the event of that person's inability to perform. Such alternates shall be adequately trained and certified to the same degree as the primary TCM and TCS. The CONTRACTOR shall maintain 24 -hour telephone numbers at which the TCM and TCS can be contacted and be available upon the ENGINEER request at other than normal working hours. The TCM and TCS shall have appropriate personnel, equipment, and material available at all times in order to expeditiously correct any deficiency in the traffic control system. 1 10.2(1)A Traffic Control Manager The duties of the Traffic Control Manager include: 1. Discussing proposed traffic control measures and coordinating implementation of the CONTRACTOR- adopted traffic control plan(s) with the ENGINEER. 2. Coordinating all traffic control operations, including those of SubCONTRACTORS, suppliers, and any adjacent construction or maintenance operations. 3. Coordinating the project's activities (such as ramp closures, road closures, and lane closures) with appropriate police, fire control agencies, city or county Engineering, medical emergency agencies, school districts, and transit companies. 4. Overseeing all requirements of the contract which contribute to the convenience, safety, and orderly movement of vehicular and pedestrian traffic. X0011522.072/FINAL 07/31/97 P3 -3 PART 3- STANDARD SPECIFICATIONS AND AMENDMENTS 5. Having the latest adopted edition of the MUTCD including the Modifications to the MUTCD for Streets and Highways for the State of Washington and applicable standards and specifications available at all times on the project. 6. Attending all project meetings where traffic management is discussed. 7. Review TCS's diaries daily and be responsible for knowing "field" traffic control operations. 1- 10.2(1)B Traffic Control Supervisor A TCS shall be on the project whenever traffic control labor is required or as authorized by the ENGINEER. The TCS shall personally perform all the duties of the TCS. During nonwork periods, the TCS shall be able to be on the jobsite within a 45- minute time period after notification by the ENGINEER. The TCS's duties shall include: 1. Inspecting traffic control devices and nighttime lighting for proper location, installation, message, cleanliness, and effect on the traveling public. Traffic control devices shall be inspected each work shift except that Class A signs and nighttime lighting need to be checked only once a week. Traffic control devices left in place for 24 hours or more should also be inspected once during the nonworking hours when they are initially set up (during daylight or darkness, whichever is opposite of the working hours). 2. Preparing a daily traffic control diary on DOT Forms 421 -040A and 421 -040B, which shall be submitted to the ENGINEER no later than the end of the next working day to become a part of the project records. The CONTRACTOR may use their own form if it is approved by the ENGINEER. Include in the diary such items as: a. When signs and traffic control devices are installed and removed, b. Location and condition of signs and traffic control devices, c. Revisions to the traffic control plan, d. Lighting utilized at night, and e. Observations of traffic conditions. 3. Ensuring that corrections are made if traffic control devices are not functioning as required. The TCS may make minor revisions to the traffic control plan to accommodate site conditions as long as the original intent of the traffic control plan is maintained and the revision has concurrence of the, WSDOT TCS. 4. Attending traffic control coordinating meetings or coordination activities as authorized by the ENGINEER. X00I1522.072/FrNAL 07/31/97 P3 -4 PART 3— STANDARD SPECIFICATIONS AND AMENDMENTS The TCS may perform the work described by "Traffic Control Labor" as long as the duties of the TCS are accomplished. Possession of a current flagging card by the TCS is mandatory. A reflective vest and hard hat shall be worn by the TCS. 1 10.2(3) Conformance to Established Standards This section is supplemented with the following: The condition of signs and traffic control devices shall be new or "acceptable" as defined in the book Quality Standards For Work Zone Traffic Control Devices, and will be accepted based on a visual inspection by the ENGINEER. The ENGINEER's decision on the condition of a sign or traffic control device shall be final. When a sign or traffic control device becomes classified as "unacceptable" it shall be removed from the project and replaced within 12 hours. The book, Quality Standards For Work Zone Traffic Control Devices, is available by writing to the American Traffic Safety Service Association, 5440 Jefferson Davis Hwy., Fredericksburg, VA 22407, telephone: (703) 898 -5400, FAX (703) 898 -5510. 1 10.3(1) Traffic Control Labor The first sentence of the second paragraph is replaced with the following two sentences: Flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon, or Idaho. The flagging card shall be immediately available and shown upon request by the Contracting Agency. The second sentence of the last paragraph is revised to read: Any work described under this section performed by a Traffic Control Supervisor will not be paid as "Traffic Control Labor" but will be covered by the item "Traffic Control Supervisor" per hour. 1 10.3(2) Traffic Control Vehicle This section is revised to read: When the bid proposal includes an item "Traffic Control Vehicle," the work required for this item is furnishing a vehicle or vehicles for the traffic control supervisor and for transporting the Class B construction signs and other temporary traffic control devices in the "work area" defined in Section 1 -10.5. The eligible work for transporting signs shall be limited to: 1. Set up and removal, 2. Relocation to and from temporary storage, provided that, the use and Iocation of the temporary storage is approved by the ENGINEER, and 3. Relocation on the project, provided that, the new locations are in accordance with the contract plans, approved traffic control plan, or the orders of the ENGINEER. X0011522.072/Fm &L 07/31/97 P3 -5 PART 3- STANDARD SPECIFICATIONS AND AMENDMENTS The traffic control vehicle shall be equipped with a roof or post -mount flashing amber light visible for 360 degrees. 1 10.3(5) Temporary Traffic Control Devices The first sentence of the first paragraph is revised to read: When the bid proposal includes an item for "Temporary Traffic Control Devices the work required for this item shall be furnishing barricades, flashers, cones, traffic safety drums, and other temporary traffic control devices, unless the contract provides for furnishing a specific temporary traffic control device under another item. 1 10.4 Measurement The fourth paragraph is revised to read: Traffic control supervisor will be measured per hour for each hour a person is actually performing the duties described in Section 1- 10.2(1)B as authorized by the ENGINEER. A minimum of 4 hours will be paid when the ENGINEER authorizes the TCS to be on the jobsite during non working shifts. The following paragraph is inserted after the fourth paragraph: No unit of measure will apply to the position of traffic control manager and it will be considered incidental to unit contract prices. When the traffic control manager performs the duties of the traffic control supervisor, measurement and payment will be as specified for the traffic control supervisor. The sixth paragraph is revised to read: The days eligible for "Traffic Control Vehicle" will be those days that a vehicle or vehicles are actually used for the previously described work. The CONTRACTOR may use more than one vehicle to perform this work, however, all the vehicles used will be considered one unit for the days that more than one vehicle is used. Vehicles required to be furnished by any other specifications such as Section 1- 10.3(6) may be used for doing the work required by this section but will be excluded from payment! under this section. 1 10.5 Payment The bid item "Traffic Control Supervisor per day, is revised to read: "Traffic Control Supervisor per hour. The first paragraph following the bid item "Traffic Control Supervisor" is revised to read: The unit contract price per hour for "Traffic Control Supervisor" shall be full pay for each hour a person performs the duties described in Section 1- 10.2(1)B including when performing traffic control labor duties. X0011522.072/FINAL 07/31/97 P3 -6 PART 3- STANDARD SPECIFICATIONS AND AMENDMENTS Under the bid item "Temporary Traffic Control Devices the reference to "Section 1- 10.3(9) is revised to read "Section 1- 10.3(5) The first paragraph following the bid item "Traffic Control Vehicle" is revised to read: The unit contract price per day shall be full pay for all costs involved in furnishing the vehicle or vehicles for the work ,described in Sections 1- 10.2(1)B and 1- 10.3(2). The operator(s) of the vehicle(s) will be paid for under the item "Traffic Control Labor" or "Traffic Control Supervisor The last paragraph of this section is deleted. SECTION 9 -04, JOINT AND CRACK SEALING MATERIALS March 3, 1997 9 -04.3 Joint Mortar The first paragraph is revised to read: Mortar for hand mortared joints shall consist of one part Portland cement, three parts fine sand, and sufficient water to allow proper workability. SECTION 9 -05, DRAINAGE STRUCTURES, CULVERTS, AND CONDUITS March 3, 1997 9- 05.4(7) Coupling Bands The first paragraph is supplemented with the following: As an alternate to the coupling bands shown in the Standard Plans, 24 -inch wide flat band couplers are allowed for use on all sizes of steel pipe arch with 3 -inch by 1 -inch corrugations. Rubber gaskets for flat band couplers shall conform to the requirements of Section 9- 04.4(3) and shall have a minimum thickness of 1 inch. When flat band couplers are used, pipe arch ends are not required to be recorrugated. 9- 05.12(1) Solid Wall PVC Culvert Pipe, Solid Wall PVC Storm Sewer Pipe, and PVC Sanitary Sewer Pipe The section heading is revised to read: 9- 05.12(1) Solid Wall PVC Culvert Pipe, Solid Wall PVC Storm Sewer Pipe, and Solid Wall PVC Sanitary Sewer Pipe The reference to "PVC sanitary sewer pipe" in the first paragraph is revised to read: "solid wall PVC sanitary sewer pipe" X0011522.072/FINAL 07/31/97 P3 -7 PART 3- STANDARD SPECIFICATIONS AND AMENDMENTS The third paragraph is revised to read: Fittings for solid wall PVC pipe shall be injection molded, factory welded, or factory solvent cemented. SECTION 9 -12, MASONRY UNITS March 3, 1997 9 -12.4 Precast Concrete Manholes This section is revised to read; Precast concrete manholes shall meet the requirements of AASHTO M 199. Section 9 -12 is supplemented with the following new section: X0011522.072 /FINAL 07/31/97 P3 -8 PART 3-STANDARD SPECIFICATIONS AND AMENDMENTS 1 1 1 1 1 1 The joints may be the tongue and groove type or the shiplap type, sufficiently deep to prevent lateral displacement. As an alternate to steel reinforcement, 48 -inch diameter by 3 -foot high eccentric or concentric cone sections may be reinforced with synthetic fiber. The synthetic fiber shall meet the requirements of ASTM C 116 Type III. The synthetic fiber shall be added at a rate of 0.75 pounds per cubic yard of concrete and shall be thoroughly mixed with the concrete before placement in the forms. The synthetic fibers shall be a minimum of 0.75 inches and a maximum of 2 inches in length. A minimum of two hoops of W2 wire shall be placed in the 48 -inch end of each cone. No steel is required in the remainder of the cone. Precast concrete units shall be furnished with knockouts or cutouts. 9 -12.5 Precast Concrete Catch Basins 1 This section is supplemented with the following: Knockouts or cutouts may be placed on all four sides and may be round or D shaped. 1 1 1 1 1 1 1 1 1 1 SPECIAL PROVISIONS The following Special Provisions supersede any conflicting provisions of the 1996 Standard Specifications for Road, Bridge, and Municipal Construction, and the foregoing amendments to the Standard Specifications and are made a part of this contract. DEFINITIONS AND TERMS The term "State" is redefined to mean the City of Port Angeles for this project. The term "Commission" is redefined for this project to mean the City Council of the City of Port Angeles. The term "Secretary" is redefined for this project to mean the Director of Public Works for the City of Port Angeles. The term "Department" is redefined to mean the City of Port Angeles Department of Public Works for this project. The terms "ENGINEER" and "Project ENGINEER" are redefined for this project to mean the City ENGINEER for the City of Port Angeles. APWA SUPPLEMENT Section 1 -99, APWA SUPPLEMENT, of the 1996 Standard Specifications for Road, Bridge, and Municipal Construction, shall be included and made a part of the contract specifications. PLANS AND SPECIFICATIONS Section 1 -02.2 of the Standard Specifications is deleted and replaced with the following: Information as to where plans and specifications can be obtained or reviewed will be found in the advertisement for the work placed in the OWNER's official newspaper. Section 1- 02.4(1) is supplemented with the following: The contract, if awarded, will be on the basis of materials and equipment described in the plans or specified in the Contract provisions without consideration of possible substitute or "or-equal" items. Whenever it is indicated in the Plans or specified in the Contract Provisions that a substitute or "or- equal" item of material or equipment may be furnished or used by the CONTRACTOR if acceptable to the ENGINEER, application for such acceptance will not be considered by ENGINEER until after the Effective Date of the Contract. PROPOSAL FORMS The term "prequalified" is deleted from Section 1 -02.5 of the Standard Specifications for this project. X0011522.072/F[NAL 07/31/97 P3 -9 PART 3- STANDARD SPECIFICATIONS AND AMENDMENTS DELIVERY OF PROPOSAL Section 1 -02.9 of the Standard Specifications is modified in its entirety for this project to now read as follows: Each proposal shall be submitted in accordance with the instructions outlined in the ADVERTISEMENT FOR BIDS_ and the INFORMATION FOR BIDDERS AND BIDDER'S CHECKLIST. COMBINATION AND MULTIPLE PROPOSALS Section 1 -02.11 of the Standard Specifications is deleted and replaced by the following: The basis of contract award will be the total of Bid Schedules A and B. The City reserves the right to award or reject any or all schedules as deemed to be in the best interest of the City. Award will be based on the lowest responsible bid. Unbalanced bid prices may be considered an irregularity and considered to be non responsive. Following award, the City may elect to delete Schedule A, Item No. 14 -OB -1 System; Item No. 15 -OB -2 System; and/or Item No. 18 -OB -5 System, at City option based on the property owner decision to not participate in the project cost at this time. Any or all of these three Items may be deleted by the City by change order and no adjustment will be allowed or due the Contractor as a result of deleting any or all of these three items, as provided in Section 1 -04.4 Changes. CONTRACT BOND Section 1 -03.4 is supplemented with the following: The CONTRACTOR shall use the Performance Bond as provided in these specifications or other surety forms subject to City approval. The bond shall specify the surety's name and address and shall include a power -of- attorney appointing the signatory of the bond as the person authorized to execute it. SCOPE OF THE WORK See the Request for Proposal for bid opening instructions. Section 1 -04.1 is supplemented with the following: The work consists of two primary features: Off -Base facilities which connect the existing forcemain to the City gravity system and installs pumping systems to connect to the existing forcemain, and USCG Base facilities which installs forcemain and pumping facilities to serve the USCG Base and connects to the Off -Base facilities. X0011522.072/F NAL 07/31/97 P3 -10 PART 3- STANDARD SPECIFICATIONS AND AMENDMENTS Contractor Use of Site Construction Operations shall be limited to street Rights -of -Way and easements identified on the Drawings. Normal hours of work shall be 7 A.M. to 10 P.M. Utility Outages and Shutdown shall be scheduled with the OWNER at least two weeks in advance of the required outage, shutdown, or cutover. Work Sequence At least one lane of traffic in each direction shall be maintained on Ediz Hook Road. Construction in the Daishowa plant shall be coordinated with the plant operations to minimize impact to the plant operations. Construction on USCG Base facilities shall be coordinated with the Base to minimize the impact to operations. Helicopter washdown operations shall not be interrupted for more than 8 hours per day. CHANGES Section 1 -04.4 is supplemented with the following: All changes in the work will be on City of Port Angeles' Form PW -029 (DCVR) (see standard drawings). The CONTRACTOR's mark -up for changes in the work shall be limited as follows: 1. Definitions: a. DCVR (City of Port Angeles' Document PW -029) 1). A written request for itemized quotations for changes in the work signed by the ENGINEER; which, if accepted by the City, affects either the Contract Sum or the Contract Time, for inclusion with subsequent Change Orders. 2). A written order to the CONTRACTOR, signed by the ENGINEER, which amends the Contract Documents as described and authorizes CONTRACTOR to proceed with a change which affects the Contract Sum or the Contract Time, for inclusion in subsequent Change Orders. 3). A written order, instructions, drawings, or interpretations, signed by the ENGINEER making contract changes in the work not involving a change in Contract Sum or Contract Time. 4). A written request for design clarification initiated by the CONTRACTOR to the ENGINEER. X0011522.072/FINAL 07/31 /97 P3 -11 PART 3- STANDARD SPECIFICATIONS AND AMENDMENTS 2. Procedures: a. The ENGINEER may initiate changes in submitting a DCVR to the CONTRACTOR. b. The DCVR is for information only and is not an instruction to execute the changes, nor to stop work in progress, unless agreed upon and signed by all parties. c. The CONTRACTOR may initiate cost proposals for changes by submitting a DCVR to the ENGINEER containing; 1). Description of proposed changes. 2). Statement of reason for making changes. 3). Statement of the effect; of the Contract Sum and the Contract Time. Submission of DCVR "s by the CONTRACTOR shall be limited from any submission from SubCONTRACTORS. Facsimiles are not allowed. PROGRESS ESTIMATES AND PAYMENTS Section 1 -04.8 is supplemented with the following: Accompanying the second application for payment, and all subsequent applications, the CONTRACTOR shall submit notarized lien waivers or signed statements from ALL SubCONTRACTORS and material suppliers certifying that they have been paid for the previous month's work. Payments will not be approved by the ENGINEER without all executed lien waivers submitted. SURVEYING Section 1 -05.4 is deleted and replaced by the following: The Contracting Agency will establish the horizontal and vertical control points at approximately 1,000 feet intervals along the alignment. The CONTRACTOR will be responsible for all survey control and work for detailed dimensions, elevations, and slopes measured from them. If the plans, special provisions, or these specifications state specific tolerances, the work shall be performed within those limits. The ENGINEER's decision on whether the work is in conformity shall be final, as provided in Section 1 -05.1. The CONTRACTOR shall not deviate from the approved plans and working drawings unless the ENGINEER approves in writing. The CONTRACTOR shall preserve the control points or reference and re- establish the control points following construction. The CONTRACTOR shall be responsible for setting and maintaining all alignment stakes, slope stakes, and grades necessary to complete the work as shown in the Plans and specified in the X0011522.072/FINAL 07/31/97 P3 -12 PART 3-STANDARD SPECIFICATIONS AND AMENDMENTS contract, if such construction is included in this project. The survey control data will be furnished by the Contracting Agency. Calculations, surveying, and measuring required for setting and maintaining the necessary lines and grades shall be the CONTRACTOR's responsibility. The CONTRACTOR shall provide the Contracting Agency copies of such calculations and staking data when requested by the ENGINEER. Any staking requirements for the project that do not fit field conditions will be reviewed and if necessary adjusted by the ENGINEER. Any necessary revision to the staking information will be provided to the CONTRACTOR for use in completing the work. Section 1 -05.5 is deleted in its entirety. GUARANTEES Section 1 -05.10 is supplemented with the following: The CONTRACTOR shall guarantee all materials and equipment furnished and work performed for a period of one (1) year from the date of substantial completion. The CONTRACTOR shall warrant and guarantee for a period of one (1) year from the date of substantial completion of the system that the completed system is free from all defects due to faulty materials or workmanship and CONTRACTOR shall promptly make such corrections as may be necessary by reason of such defects including the repairs of any damage to other parts of the system resulting from such defects. The City will give notice of observed defects with reasonable promptness. In the event that the CONTRACTOR should fail to make such repairs, adjustments, or other work that may be made necessary by such defects, the City may do so and charge the CONTRACTOR the cost thereby incurred. The Performance Bond shall remain in full force and effect through the guarantee period. LAWS TO BE OBSERVED Section 1 -07.1 is supplemented with the following: The CONTRACTOR shall be exclusively responsible for providing the services of the competent person and registered professional ENGINEER as referenced in Section 296 -155 -650 of the Washington Administrative Code, relating to excavation, trenching and shoring. Representatives of the Contracting Agency and the ENGINEER shall not be required to perform the roles of competent person or registered professional ENGINEER as defined in WAC 296- 155 -650. The CONTRACTOR and all SubCONTRACTORS shall be required to comply fully with the requirements of the following state laws, including all regulations issued pursuant to the authority contained in said State laws or statutes: Environmental Pollution and Protection of Natural Resources: RCW 39 04.120, relating to federal and state statutes and regulations relating to environmental pollution and protection of natural resources. X0011522.072/FINAL 07/31/97 P3 -13 PART 3- STANDARD SPECIFICATIONS AND AMENDMENTS Contractor Registration: RCW 36.06.010 prohibits the Contracting Agency from entering into a contract with a CONTRACTOR unless that CONTRACTOR has met the registration and bonding requirements for a general or specialty CONTRACTOR under RCW Chapter 18.27. (Note, this requirement is in addition to and not related to the Performance and Payment Bond and the Bid Proposal deposit requirements for municipal contracts.) Offshore Items: RCW Chapter 39.25 limits or makes special provision regarding the use by the CONTRACTOR or the Contracting Agency of offshore items as therein defined in the course of the work to be performed. Noise Control: The CONTRACTOR's operations shall be subject to the City of Port Angeles Noise Ordinance. The CONTRACTOR shall be responsible for the following: 1. The CONTRACTOR shall take special precautions to reduce the noise level from construction activities. Noise of construction shall be kept from exceeding, as a criterion, the NC 45 curve inside rooms of adjoining buildings with windows kept closed. Criterion may be met by: a. Erecting barriers between construction equipment and occupied spaces, or b. Supplying necessary attenuation within the rooms themselves, or c. Meeting equipment noise specifications as follows: 1). Equipment operating outside the enclosed building including, but not limited to, tractors, bulldozers, loaders, power shovels, cranes, derricks, motor graders, paving machines, pneumatic powered equipment, and agricultural equipment shall be limited to 92 db(A) at full power when measured with a'standard handheld shoulder level meter 50 feet in any direction from the equipment in operating position. 2). Maintain a noise level at each piece of vehicular equipment not greater than 86 db(A) at a distance of 50 feet, as measured under the noisiest operating conditions. 3). Provide sound- controlling housing made of rubberized fabric for all earth drills. 4). Air compressors shall be equipped with silencing packages; or provide electric -driven equipment; or keep 100 feet from any occupied building. 5). Jackhammers shall be equipped with silencer on air outlet and sound controlling housing on pick. 6). Use of electric -driven types of equipment in lieu of gas or diesel -driven types whenever possible. If noise levels on any gear or equipment cannot be brought down to criteria, either that gear or equipment will not be allowed on the Construction or "use times" will be scheduled. X0011522.072/FnvAL 07/31/97 P3 -I4 PART 3— STANDARD SPECIFICATIONS AND AMENDMENTS d. Or, combinations of the above as selected by the CONTRACTOR which reduce noise to or below the specified criterion. 2. Operations shall be conducted in such a way that employees of the CONTRACTOR, OWNER, ENGINEER, and the public are not subjected to noise levels in excess of those prescribed in the Walsh -Healy Act, on occupational noise exposure. 3. The CONTRACTOR may work extra shifts after normal working hours except it shall notify the ENGINEER at least 48 hours in advance of the start of each extra shift schedule. No air hammering or other high level noise operations as determined•by the ENGINEER will be permitted from the hours of 7:00 P.M. to 7:00 A.M. 4. Submit proposed plan in accordance with these Special Provisions. Nondiscrimination and Equal Opportunity Employment: RCW Chapter 49.6 prohibits discrimination and requires equal opportunity in employment. The CONTRACTOR agrees that he shall actively solicit the employment of minority group members. The CONTRACTOR further agrees that he shall actively solicit bids for the subcontracting of goods or services from qualified minority businesses. The CONTRACTOR shall furnish evidence of his compliance of these requirements of nondiscrimination and equal opportunity employment, both as to employees of the CONTRACTOR and SubCONTRACTORS. During the performance of this Contract, the CONTRACTOR agrees as follows: (1) The CONTRACTOR will not discriminate against any employee or applicant for employment because of age, race, creed, color, national origin, sex, or the presence of any sensory, mental, or physical handicap all as defined in RCW 49.60.180. The CONTRACTOR will take affirmative action to ensure that applicants are employed and that employees are treated during employment without regard to their age, race, creed, color, sex, national origin, or handicap. Such action shall include, but not be limited to, the following: employment, upgrading, demotion, or transfer, rates of pay, or other forms of compensation and selection for training, including apprenticeship. The CONTRACTOR agrees to post in a conspicuous place, available to employees and applicants for employment, notices to be provided by the Contracting Agency setting forth the provisions of the nondiscrimination clause. (2) The CONTRACTOR will, in all solicitations or advertisements for employees placed by or on behalf of the CONTRACTOR, state that all qualified applicants will receive consideration for employment without regard to race, color, creed, national origin, sex, age or any sensory, mental or physical handicap as defined in RCW 49.60.180. Unemployment Compensation/Workmen's Compensation: The CONTRACTOR and all SubCONTRACTORS shall comply with all requirements and regulations of RCW Title 50 pertaining to unemployment compensation and to RCW Title 51 relating to Workmen's Compensation, sometimes referred to as industrial insurance. X0011522.072/FINAL 07/31 /97 P3 -15 PART 3- STANDARD SPECIFICATIONS AND AMENDMENTS General Compliance: The CONTRACTOR shall comply with the requirements of all other Contracting Agency ordinances, State statutes, laws and regulations, whether or not stated herein, which are specifically applicable to the public improvements and work to be performed. Anti Kick Back: The CONTRACTOR and all SubCONTRACTORS shall comply with the Copeland Anti Kick -Back Act and regulations of. the U.S. Department of Labor (29 SFR Part 3). This Act provides that each CONTRACTOR or Subcontractor shall be prohibited from inducing by any means, any person employed in the construction, completion or repair of public works, to give up any part of the compensation to which he is otherwise entitled. The CONTRACTOR or Subcontractor shall report all suspected or reported violations to the appropriate agency. STATE SALES TAX The work on this contract is to be performed upon lands whose ownership obligates the CONTRACTOR to pay State sales tax. The provisions of Section 1- 07.2(1) apply. PERMITS AND LICENSES No hydraulic permits are required for this project unless the CONTRACTOR's operations use, divert, obstruct, or change the natural flow or bed of any river or stream, or utilize any of the waters of the State or materials from gravel or sand bars, or from stream beds. WAGES Prevailing Wages: As required in Section 1 -07.9, all workmen, mechanics and laborers employed or working on the site and/or under this Contract shall be paid in accordance with the RCW Chapter 39.12. The hourly minimum rate of wages and fringe benefits shall not be less than the prevailing wage rates furnished by the U.S. Department of Labor and the State of Washington Department of Labor and Industries hereby made a part of these Specifications. Wherever there is a conflict between the rates so listed, the higher rate shall govern. The latest wage scale set forth by the Department of Labor and Industries can be obtained from: Department of Labor and Industries Prevailing Wage Section PO Box 44540 Olympia, WA 98504 -4540 Telephone (360) 902 -5335 A copy of the latest wage scale is attached as Appendix C at the end of Division 1. In case of a dispute that is related to prevailing rates of wages for work of a similar nature, and if such dispute cannot be adjusted by the parties involved, the matter shall be referred to the appropriate public official in the Department of Labor and Industries for the State of Washington, or where otherwise required, the U.S. Department of Labor; the decision of such public official shall be final, conclusive and binding on all parties involved in the dispute. X0011522.072/FINAL 07/31/97 P3 -16 PART 3- STANDARD SPECIFICATIONS AND AMENDMENTS The CONTRACTOR, on or before the date of commencement of work, shall file a statement under oath with the Contracting Agency, the Director of Labor and Industries for the State of Washington, certifying the rate of hourly wage paid and to be paid to each classification of laborers, workmen and mechanics employed on the project by the CONTRACTOR or Subcontractor which shall not be less than the prevailing wage. Such statement and any supplemental statements which may be necessary shall be filed in accordance with the practices and procedures required by the Agency. All affidavits of wages paid must also include a list of all usual or "fringe" benefits paid, as well as the hourly wage rate. In addition, prior to payment of final retention monies, a statement of release must be obtained from the Department of Labor and Industries. Any fees or charges levied by the Washington State Department of Labor and Industries in conjunction with the mentioned required statements and/or releases shall be the responsibility of the CONTRACTOR. EQUAL OPPORTUNITY /AFFIRMATIVE ACTION/FACILITIES NONDISCRIMINATION (The following clause is applicable unless, and to the extent that, this contract is exempt under the rules, regulations, and relevant orders of the Secretary of labor, including 41 CFR, Ch. 60.) During the performance of this contract, the CONTRACTOR agrees as follows: 1. The CONTRACTOR will not discriminate against any employee or applicant for employment because of race, color, religion, sex, Vietnam era veteran status, disabled veteran condition, physical or mental handicap, or national origin. The CONTRACTOR will take affirmative action to ensure that applicants are employed, and that employees are treated during employment, without regard to their race, color, religion, sex, or national origin. The CONTRACTOR will take affirmative action to employ, advance in employment, and otherwise treat qualified special disabled or Vietnam era veterans and handicapped individuals without discrimination based upon their disability or veterans' status or physical or mental handicap in all employment actions. Such actions shall include, but not be limited to, the following: employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. The CONTRACTOR agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided by the local United States Department of Labor Office setting forth the provisions of this Equal Opportunity /Affirmative Action clause. The CONTRACTOR will, in all solicitations or advertisements for employees placed by or on behalf of the CONTRACTOR, state that all qualified applicants will receive consideration for employment without regard to race, color, religion, sex, physical or mental handicap, or national origin, and that the CONTRACTOR is under the legal obligation to take affirmative action to employ, advance in employment, and otherwise treat qualified special disabled or Vietnam era veterans and handicapped individuals without discrimination based upon their disability or veterans' status or physical or mental handicap in all employment actions. All suitable employment openings existing at contract award or occurring during contract performance will be listed at the state employment source office in the locality where the opening occurs, provided that this listing requirement shall not apply to openings that the X0011522.072/FINAL 07/31 /97 P3 -17 PART 3- STANDARD SPECIFICATIONS AND AMENDMENTS CONTRACTOR intends to fill from within its own organization or under a customary and traditional employer -union hiring agreement. 3. The CONTRACTOR will send to each labor union or representative of workers with which he has a collective bargaining agreement or other contract or understanding, a notice, to be provided by the agency Contracting Officer, advising the said labor union or workers' representative of the CONTRACTOR's commitments -under this Equal Opportunity /Affirmative Action clause, and shall post copies of the notice in conspicuous places available to employees and applicants for employment. 4. The CONTRACTOR will comply with all provisions of Executive Order No. 11246 of September 24, 1965, and of the rules, regulations, and relevant orders of the Secretary of Labor, including, but not limited to, the rules, regulations and orders issued by the Secretary of Labor under the Vietnam Era Veterans' Readjustment Assistance Act of 1972, and the Rehabilitation Act of 1973 (29 USC 793), as amended. 5. The CONTRACTOR will furnish all information and reports required by Executive Order No. 11246 of September 24, 1965, and by the rules, regulations, and orders of the Secretary of Labor, or pursuant thereto, and will permit access to his books, records, and accounts by the contracting agency and the Secretary of labor for purposes of investigations to ascertain compliance with such rules, regulations and orders. 6. The CONTRACTOR will not, on grounds of race, color, religion, sex, physical or mental handicap, or national origin: a. Deny an individual any services or other benefits provided under this agreement; b. Provide any service(s) or other benefits to an individual which are difference, or are provided in a different manner from those provided to others under this agreement; c. Subject an individual to segregation or separate treatment in any manner related to the receipt of any service(s) of other benefits provided under this agreement; d. Deny any individual an opportunity to participate in any program provided by this agreement through the provision of services or otherwise, or afford an opportunity to do which is difference from that afforded others under this agreement. The CONTRACTOR, in determining (1) the types of services or other benefits to be provided or (2) the class of individuals to whom, or the situation in which, such services or other benefits will be provided or (3) the class of individuals to be afforded an opportunity to participate in any services or other benefits, will not utilize criteria or methods of administration which have the effect of subjecting individuals to discrimination because of their race, color, sex, religion, national origin, creed, or the presence of any sensory, mental or physical handicap. 7. In the event of CONTRACTOR noncompliance with the nondiscrimination requirements of this contract or with any of the said rules, regulations, or orders, this contract may be X0011522.072/FINAL 07/31 /97 P3 -18 PART 3- STANDARD SPECIFICATIONS AND AMENDMENTS canceled, terminated or suspended, in whole or in part, and the CONTRACTOR may be declared ineligible for further government contracts in accordance with procedures authorized in Executive Order No. 11246 of September 24, 1965, and such other sanctions may be imposed and remedies invoked as provided in Executive Order No. 11246 of September 24, 1965, or by rule, regulation, or order of the Secretary of Labor, or as otherwise provided by law. 8. The CONTRACTOR will include the provisions of paragraphs a through g in every subcontract unless exempted by the rules, regulations, or orders of the Secretary of Labor. CONTRACTOR'S RESPONSIBILITY FOR WORK Section 1 07.13 is supplemented with the following: If the CONTRACTOR abandons the work for any cause other than failure of the Contracting Agency to make monthly progress payments or refuses to comply with the provisions of the Plans and Specifications, the Contracting Agency has the right to notify the CONTRACTORS surety and require said surety to complete the work in accordance with the Plans and Specifications. In the event no liens or claims have been filed and the Contracting Agency fails to make progress payments, the CONTRACTOR may then, at his option, cease operations until payments are resumed by notifying the Contracting Agency of his intentions to cease operations for this cause. Should the CONTRACTOR abandon the work, fail or refuse to complete the work embraced in this Contract, or fail to pay just claims for labor and materials, the Contracting Agency reserves the right to charge against the CONTRACTOR all extra legal, ENGINEERing, or other costs caused by such abandonment, failure, or refusal. The legal costs will also include all attorneys' fees and othercost to the Contracting Agency in defending or prosecuting any suits in connection v ith such abandonment, failure, or refusal and nonpayment of claims wherein the Contracting Agency is made a co- defender and the CONTRACTOR agrees to pay all such costs. UTILITIES AND SIMILAR FACILITIES Section 1 -07.17 is supplemented by the following: Locations and dimensions shown in the plans for existing facilities are in accordance with a'. tillable information obtained without uncovering, measuring, or other verification. Public and private utilities, or their CONTRACTORS, will furnish all work necessary to adjust, relocate, replace, or construct their facilities unless otherwise provided for in the Plans or these Special Provisions. Such adjustment, relocation, replacement, or construction will be done during the prosecution of the work for this project. The CONTRACTOR shall call the Utility Location Request Center (One Call Center), for field location not less than two nor more than ten business days before the scheduled date for commencement of excavation which may affect underground utility facilities, unless otherwise X0011522.072/FINAL 07/31/97 P3 -19 PART 3- STANDARD SPECIFICATIONS AND AMENDMENTS agreed upon by the parties involved. A business day is defined as any day other than Saturday, Sunday, or a legal local, State or Federal holiday. The telephone number for the One Call Center for this project may be obtained from the ENGINEER. If no one number locator service is available, notice shall be provided individually to those owners known to or suspected of having underground facilities within the area of proposed excavation. The CONTRACTOR is alerted to the existence of Chapter 19.22 RCW, a law relating to underground utilities. Any cost to the CONTRACTOR incurred as a result of this law shall be at the CONTRACTOR's expense. No excavation shall begin until all known facilities in the vicinity of the excavation area have been located and marked. The following addresses and telephone numbers of utility companies known or suspected of having underground facilities within the project limits are supplied for the CONTRACTOR's convenience: 1. U.S. West Communications Oakridge Drive Port Angeles, WA 98362 Telephone: 452 -2184 2. City of Port Angeles Department of Public Works (Water, Sewer, Power) East Fifth Street Port Angeles, WA 98362 Telephone: 417 -4708 3. Northland Cable Television East First Street Port Angeles. WA 98362 Telephone: 452 -8466 Public Liability and Property Damage Insurance Section 1 -07.18 is supplemented with the following: The CONTRACTOR shall, before commencing work on said project, file with the City of Port Angeles, with copies to the ENGINEER and other additional insureds identified, certificate or certificates of insurance on a form acceptable to the Contracting Agency showing insurance coverage in force prior to or at the start of construction and including the City of Port Angeles, R. W. Beck, Inc. and the United States Coast Guard as additional named insureds. Unless otherwise specified, the public liability and property damage insurance limits for each accident or occurrence shall be not less than $1.000.000 for bodily injury, including accidental death to any one person and in a total amount of not less than $1.000,000 bodily injury and property damage for each accident or occurrence. At the discretion of the Contracting Agency, such limits may be increased or decreased provided that any decrease shall not reduce such limits below the X001 1522.072/FINAL 07/31/97 P3 -20 PART 3- STANDARD SPECIFICATIONS AND AMENDMENTS minimum limits provided by Section 1 -07.18 of the Standard Specifications. Insurance required to be obtained and maintained by the CONTRACTOR include: comprehensive automobile, general comprehensive liability, CONTRACTOR's liability insurance covering risk of loss or damage to premises and property on which work is to be performed, and property casualty insurance as to the perils of fire, extended coverage of vandalism, and malicious mischief. If Contracting Agency has any objection to the coverage afforded by or other provisions of the insurance required to be purchased and maintained by CONTRACTOR, Contracting Agency shall notify CONTRACTOR in writing thereof within ten days of the date of delivery of such certificates to Contracting Agency. Failure by Contracting Agency to give any such notice of 'objection within the time provided shall constitute acceptance of such insurance purchased by CONTRACTOR as complying with the Contract. To the fullest extent permitted by Laws and Regulations, CONTRACTOR shall defend, indemnify and hold harmless Contracting Agency, ENGINEER, ENGINEER's Consultants and the officers, directors, employees, agents and other consultants of each and any of them from and against all claims, costs, losses and damages (including but not limited to all fees and charges of ENGINEER, architects, attorneys and other professionals and all court or arbitration or performance of the Work), provided that any such claim, cost, loss or damage: (i) is attributable to bodily injury, sickness, disease or death, or including loss of use resulting therefrom, and (ii) to the extent is caused by the negligent act or omission of CONTRACTOR. In any and all claims against Contracting Agency and ENGINEER or any of their respective consultants, agents, officers or employees by any employee (or the survivor or personal representative of such employee) of CONTRACTOR, any Subcontractor, any Supplier, any person or organization directly or indirectly employed by any of them to perform or furnish any of the Work, or anyone for whose acts any of them may be liable, the indemnification obligation shall not be limited in any way by any limitation on the amount of type of damages, compensation or other person or organization under worker's compensation acts, disability benefit acts or other employee benefit acts, (including but not limited to the industrial insurance laws, Title 51 of the Revised Code of Washington), it being clearly agreed and understood by the parties hereto that the CONTRACTOR expressly waives any immunity the CONTRACTOR might have had under such laws. By executing the Contract, the CONTRACTOR acknowledges that the foregoing waiver has been mutually negotiated by the parties. The indemnification obligations of the CONTRACTOR shall not extend to the liability of ENGINEER and ENGINEER's Consultants, officers, directors, employees or agents arising out of the preparation or approval of maps, drawings, opinions, reports, surveys, designs or specifications caused by the professional negligence, errors or omissions of any of them. ENGINEER is intended to be a design professional under Section 51.24.035 (Revised Code of Washington). The ENGINEER has not assumed, and does not intend through its actions to assume, any responsibility for safety practices of construction CONTRACTORS, SubCONTRACTORS or suppliers at the project site. X0011522.072/FINAL 07/31/97 P3 -21 PART 3- STANDARD SPECIFICATIONS AND AMENDMENTS PUBLIC CONVENIENCE AND SAFETY The construction safety zone for this project is 10 feet from the outside edge of the traveled way. During nonworking hours equipment or materials shall not be within the safety zones unless it is protected by permanent guard rail or temporary concrete barrier. The use of temporary concrete barrier shall be permitted only if the ENGINEER approves the installation and location, however the construction safety zone of 10 feet must be adhered to as stated above. During the actual hours of work, unless protected as described above, only materials absolutely necessary to construction shall be within the safety zone and only construction vehicles absolutely necessary to construction shall be allowed within the safety zone or allowed to stop or park on the shoulder of the roadway. The CONTRACTOR's nonessential vehicles and employees private vehicles shall not be permitted to park within the safety zone at any time unless protected as described above. Deviation from the above requirements shall not occur unless the CONTRACTOR has requested the deviation in writing and the ENGINEER has provided written approval. Sequencing of construction and work hours shall be as identified in these Special Provisions. The CONTRACTOR shall at all times conduct his work so as to ensure the least possible obstruction to traffic and inconveriience to the general public and the residents in the vicinity of the work and to ensure the protection of persons and property. No road or street shall be closed to the public except with the permission of the ENGINEER. The CONTRACTOR shall conduct his work and take preventive measures such that dust or other particulate matter in the project area shall not become objectionable to the adjacent property owners. Should the Contracting Agency determine the CONTRACTOR is not fulfilling his obligation in this regard, the Contracting Agency reserves the right to take such action as may be necessary and to charge the CONTRACTOR with any cost that may be incurred in such remedial action. All work shall be carried on with due regard for the safety of the public. CONTRACTOR shall be responsible for notifying private property owners 72 hours in advance of scheduled interruptions of access to private roads or driveways. Access shall be restored as soon as possible, but not later than the end of each working day. Any exceptions will only be with the approval of the private property owner and the ENGINEER. MAINTENANCE AND PROTECTION OF TRAFFIC In addition to the requirements of Section 1- 07.23(3) of the Standard Specifications and the Plans, the following provisions shall apply: 1. The main trenching, service lateral, backfilling, and patching operations shall be carried out in such a manner that traffic in each direction will be available at all times, by the use of proper flagging personnel, if necessary, on all streets affected by the work. X0011522.072/FENAL 07/31/97 P3 -22 PART 3- STANDARD SPECIFICATIONS AND AMENDMENTS 2. Whenever, in the opinion of the ENGINEER, traffic conditions dictate, properly trained and attired flagmen shall be provided by the CONTRACTOR to control traffic until the problem no longer exists. 3. Disruption of traffic shall be kept at the minimum at all times. 4. The CONTRACTOR shall furnish and maintain all construction signs, barricades and other devices as necessary, at his own expense. 5. There shall be no delay to medical, fire, police, or other emergency vehicles with flashing lights or sirens. The CONTRACTOR shall alert all flaggers and personnel of this requirement. 6. The CONTRACTOR shall notify the ENGINEER at least 24 hours in advance of the need to restrict parking within the project limits. The ENGINEER will notify the Police Department of the required restricted parking. 7. Prior to cutting across driveways, the CONTRACTOR MUST NOTIFY ALL OWNERS 24 HOURS IN ADVANCE. 8. Standard Plan K -2 shall be used for this project for the traffic control plan. The minimum lane width shall be eleven (11) feet. The CONTRACTOR shall provide alternate traffic control plans for approval by the City ENGINEER, as necessary to accommodate any changes. PERSONAL LIABILITY OF PUBLIC OFFICERS Section 1 -07.26 is supplemented with the following: The CONTRACTOR shall indemnify, defend, and hold harmless the Contracting Agency, the ENGINEER, ENGINEER's Consultants and the officers, agents, and employees, from and against any and all claims, losses, or liability, including attorney's fees arising from injury or death to persons or damage to property occasioned in whole or in part by any act, omission, or failure of the CONTRACTOR, its officers, agents, and employees, in performing the work required by this agreement; provided, however, to the extent any of the damages referenced by this paragraph were caused by or resulted from the concurrent negligence of the Contracting Agency, ENGINEER, ENGINEER's Consultants or its agents, or employees, the obligation to indemnify is valid and enforceable only to the extent of the negligence of the CONTRACTOR, its officers, agents and employees. With respect to the performance of this agreement and as to claims against the Contracting Agency, ENGINEER and ENGINEER's Consultants, its officers, agents, and employees, the CONTRACTOR expressly waives its immunity under Title 51 of the Revised Code of Washington, the Industrial Insurance Act, for injuries to its employees and agrees that the obligation to indemnify, defend, and hold harmless provided for in this paragraph extends to any claim brought by or on behalf of any employee of the CONTRACTOR. This waiver is mutually negotiated by the parties. This paragraph shall not apply to any damage X0011522.072/FrrvAi. 07/31/97 P3 -23 PART 3- STANDARD SPECIFICATIONS AND AMENDMENTS resulting from the sole negligence of the Contracting Agency, ENGINEER, ENGINEER's Consultants, its agents, and employees. It is understood that the whole of the work under this Contract is to be done at the CONTRACTOR's risk and that he has familiarized himself with the conditions of excavation, backfill, materials, climatic conditions, and other contingencies likely to affect the work and has made his bid accordingly, and that he is to assume the responsibility and risk of all loss or damage to materials of work which may arise from any cause whatsoever prior to completion. In addition to the amounts required by RCW 60.28 to be withheld from the progress or retained percentage payments to the CONTRACTOR, the Contracting Agency may, in its sole discretion, withhold any amounts sufficient to pay any claim of which the Contracting Agency may have knowledge and regardless of the informalities of notice of such claim arising out of the performance of this Contract, provided that the total amounts withheld for such purpose shall not exceed three percent (3 of the Contract price. The term "claim" shall not include any claim by persons furnishing supplies or performing labor for the CONTRACTOR. The amount may be withheld by the Contracting Agency until either the CONTRACTOR secures a written release from the claimant, obtains a court decision that such claim is without merit, or satisfies any judgment in favor of the claimant on such claim. The Contracting Agency shall not be liable for interest during the period the funds', are so held. PUBLIC RELATIONS Add a new section 1 -07.28 Public Relations, as follows: The CONTRACTOR shall be responsible for the field public relations including property owner notification within the project area. The CONTRACTOR shall designate a person to act as a liaison to the public. All costs for the field public relations shall be included in the bid prices and no additional compensation shall be made. An Owner's representative will be available to assist the CONTRACTOR's public relations representative on an as needed basis at the discretion of the OWNER. The CONTRACTOR shall notify property owners, or tenants, three days in advance of construction on or near the property by having the representative of the CONTRACTOR personally contact the property owner or tenant. If the property owner or tenant is not available, the CONTRACTOR shall leave a door hanger indicating the commencement date of work, duration of work, the type of work being done, and the CONTRACTOR's phone number and address for questions and concerns. CONTROL OF WATER Add a new section 1 -07.30 Control of Water, as follows: CONTRACTOR shall make submittal in accordance with these special provisions. X0011522.072/FINAL 07/31 /97 P3 -24 PART 3- STANDARD SPECIFICATIONS AND AMENDMENTS CONTRACTOR shall: A. Furnish, install, operate, and maintain necessary machinery, appliances and equipment to keep excavations free of water during construction. B. Dewater and dispose of water in a manner that will not cause injury to public and private property. C. Do not cause a nuisance to the public. D. Keep sufficient pumping equipment and machinery on hand at all times for emergencies, including electric power failures. E. Keep experienced personnel available at all times to operate pumping equipment, machinery and appliances. F. Do not shutdown dewatering systems between shifts, on holidays and weekends, nor during Work stoppages. G. Control groundwater to prevent softening of bottoms of excavations, or formation of "quick" conditions or "boils H. Design and operate dewatering system that will not remove natural soils. I. Keep excavations free of water during excavation, construction of structures, installation of pipelines, placing of structures, backfill, and placing and curing of concrete. J. Control surface water runoff to prevent entry and collection in excavations. K. Draw down static water level a minimum of 2 -foot below bottom of excavations to maintain the undisturbed state of foundation soils and allow placement and compaction of fill and backfill materials to required density. L. Install and operate dewatering system so that groundwater level outside excavations is not Iov,ered to an extent that will damage or endanger adjacent structures or property. NI. Do not use open or cased pumps as primary dewatering means for excavations more than 3 feet below the static water level. Locate open or cased sumps outside of excavation limits. N. Release static water level in a manner to maintain the undisturbed state of natural soils; prevent disturbance of compacted backfill; and prevent flotation or movement of structures and pipelines. O. Do not obstruct streets, roads, gutters and ditches; provide means for free flow of surface water. X001 1522.072/FINAL 07/31/97 P3 -25 PART 3- STANDARD SPECIFICATIONS AND AMENDMENTS P. Provide methods to remove and dispose of surplus water, mud, silt, slickings, or other runoff pumped from excavations or from sluicing or other operations. Q. Provide temporary storm drain provisions during construction PROSECUTION AND PROGRESS Subcontracting Section 1 -08.1 is supplemented with the following: Prior to any Subcontractor or agent beginning work, the CONTRACTOR shall submit to the ENGINEER a certification (WSDOT Form 420 -004) that a written agreement between the CONTRACTOR and the Subcontractor or between the Subcontractor and any agent to the Subcontractor has been executed. This certification shall also guarantee that these subcontract agreements include all the documents required by the Special Provision FEDERAL AGENCY INSPECTION. A Subcontractor or an agent to the Subcontractor will not be permitted to perform any work under the contract until the following documents have been completed and submitted to the ENGINEER: I Request to Sublet Work (Form', 421 -012), and 2. CONTRACTOR and Subcontractor or Agent Certification for Federal -aid Projects (Form 420 -004). 3. Statement of Intent to Pay Prevailing Wage (Form 700 029 -000) The CONTRACTOR's records pertaining to the requirements of this Special Provision shall be open to inspection or audit by representatives of the Contracting Agency during the life of the contract and for a period of not less than three years after the date of acceptance of the contract. The CONTRACTOR shall retain these records for that period. The CONTRACTOR shall also guarantee that these records of all SubCONTRACTORS and agents shall be available and open to similar inspection or audit for the same time period. Progress Schedule The third sentence of the second paragraph of Section 1 -08.3 is revised to read as follows: The schedule shall be developed by a critical path, bar graph, or similar type method. TIME FOR PHYSICAL COMPLETION Section 1 -08.5 is supplemented with the following: This project shall be physically completed within 70 working days. X00 1 1522.072/FJNAL 07/31/97 P3 -26 PART 3- STANDARD SPECIFICATIONS AND AMENDMENTS Should any unforeseeable existirig conditions cause delay in the completion of the work by reason of requirement of extra work or otherwise provided for by the Plans or these Specifications, the CONTRACTOR will be granted a delay and no charge will be made against him for the extension of time so granted, provided; however, that all such extensions requested by the CONTRACTOR shall be made to the Contracting Agency in writing no later than ten (10) days after the alleged delay occurred, and such -claim for extension of time shall state explicitly the reason thereof and such extension of time must be approved by the Contracting Agency in the same manner as is required for the approval of a written contract change order. Should the CONTRACTOR fail to file such written request for extension of time within the period provided herein, he shall be conclusively deemed to have abandoned any claim. No claim for delay will be considered by the Contracting Agency except that alleged to have been caused by extra work or special order of the Contracting Agency. SUSPENSION OF WORK Section 1 -08.6 is supplemented with the following: If the performance of all or any part of the Construction is suspended, delayed, or interrupted due to an order of a court of competent jurisdiction as a result of environmental litigation, as defined below, the Contracting Agency, at the request of the CONTRACTOR, shall determine whether the order is due in any part to the acts or omissions of the CONTRACTOR or a Subcontractor at any tier not required by the terms of this Contract. If it is determined that the order is not due in any part to acts or omissions of the CONTRACTOR or a Subcontractor at any tier other than as required by the terms of this Contract, such suspension, delay, or interruption shall be considered as if ordered by the Contracting Agency in the administration of this Contract under the terms of this Section, except that it will not be possible for the Contracting Agency to fix the date for resumption of the Construction. The term "environmental litigation as used herein, means a lawsuit alleging that the Construction will have an adverse effect on the environment or that the Contracting Agency has not duly considered, either substantively or procedurally, the effect of the Construction on the environment. SCOPE OF PAYMENT (APWA ONLY) The second sentence of the first paragraph of Section 1 -09.3 is deleted and replaced with the following: Should a Bid Item be listed in a "Payment" clause but not in the Proposal Form, and Work for that item is performed by the CONTRACTOR, then payment for that Work will be considered incidental to other Bid Items in the Proposal Form. Section 1 -09.3 is supplemented with the following: Mobilization This is a lump sum bid item and shall be as described and paid for in accordance with Section 1 -09.7 of the Standard Specifications. X0011522.072/FINAL 07/31/97 P3 -27 PART 3- STANDARD SPECIFICATIONS AND AMENDMENTS Maintenance and Protection of Traffic The lump sum contract price for the "Maintenance and Protection of Traffic" shall be full compensation for all costs and expense necessary or incidental to furnishing all labor, equipment, tools, and materials in connection with the construction and removal and relocation signing. The CONTRACTOR shall remove and relocate the existing traffic signs as shown on the Plans as directed by the ENGINEER. The voids left due to the removal of the signs shall be filled with suitable material to the satisfaction of the ENGINEER. All existing signs damaged by the CONTRACTOR during the removal operation shall be replaced at his own cost. All costs for furnishing all labor, equipment, tools, and materials required to remove and relocate the existing traffic signs shall be included in the unit contract price for "Maintenance and Protection of Traffic" Traffic Control Labor The bid Section 1 10.5. 4 -inch HDPE Forcemain 3 -inch HDPE Forcemain X001 1522.072/FtNnt. 07/31/97 price for this item is a unit price in accordance with Construction Surveying This is a lump sum bid item that includes costs associated with construction surveying required in accordance with Section 1 -05.4. Trench Safety System This is a lump sum bid item that includes costs associated with complying with all requirements of Section 296 155 -650 of the Washington Administrative Code, relating to excavation, trenching, and shoring. Sewer pipe bid items shall include, for installation of pipe of the type and size as indicated on the drawings for use as sanitary sewer. The bid price includes removal of surface improvements not included in other bid items, excavation, dewatering, removal and disposal of excavated materials, providing and installing pipe, bedding, subsequent backfill, compaction, and connections where required to existing manholes or other existing structures. Testing of the installed pipeline shall also be included in this item. Measurement of this item shall be in accordance with Section 7 -17.4. Specific sewer pipe bid items include: PVC Sanitary Sewer Pipe 6 -inch Diam.) 2 -inch HDPE Service Connection Forcemain Asphalt Pavement Repair The bid price for this item is a unit price for furnishing and placing control density backfill materials and placement of asphalt concrete materials for repair of roadways cut as a result of installation of 4 -inch HDPE Forcemain, 3 -Inch HDPE Forcemain, and 2 -inch HDPE Service Connection Forcemain. All other repair of asphalt surfaces shall be included in the appropriate bid items associated with that work. Measurement will be made in the field by the ENGINEER. P3 -28 PART 3- STANDARD SPECIFICATIONS AND AMENDMENTS 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4 -Inch D.I. Candl Crossing and Connection —This is a lump sum bid item that includes costs associated with constructing the section of ductile iron forcemain from the west side of the canal crossing to and including the connection to the existing gravity sewer manhole. This includes removal of surface improvements not included in other bid items, excavation, dewatering, removal and disposal of excavated materials, providing and installing pipe, bedding, subsequent backfill, compaction, and connections where required to existing manholes. This item also includes the installation of the ductile iron forcemain across the existing timber canal crossing and attachment of the metal straps to hold the pipe in place. Testing of the installed pipeline shall also be included in this item. Rechanneling of the existing manhole is included in this item. Replacement of the existing landscaping to its pre construction condition is included in this item: Asphalt Pavement Repair shall be paid per separate bid item. 3 Inch Cleanout Assembly and 4 Inch Cleanout Assembly The bid price for this item is a unit price for constructing the wye and cleanout assembly including the isolation valve and valve assembly from and including the wye to flange of the completed assembly, and attached to the new forcemain piping. Cut in 4 Inch Cleanout Assembly The bid price for this item is a unit price for removal of the appropriate length of the existing forcemain piping and constructing the wye and cleanout assembly including the isolation valve and valve assembly from and including the wye to flange of the completed assembly, and connection to the existing forcemain piping. This includes removal of surface improvements, excavation, removal and disposal of excavated materials, bedding, subsequent backfill, compaction, and restoration of the area to pre construction conditions. Pressure Cleanout The bid price for this item is a unit price for constructing the bends and cleanout piping including the reducer and connection to the new forcemain piping. Construction of the vault and restoration are also included. Repair Existing 4 Inch Forcemain; Sta. 21 +55 —This is a lump sum bid item that includes costs associated with repairing a section of existing forcemain damaged when guardrail posts were installed during roadway construction. This includes removal of surface improvements, excavation, removal and disposal of excavated materials, providing and installing pipe, connections to the existing forcemain piping, bedding, subsequent backfill, compaction, and restoration of the area to pre construction conditions. Service Connection The bid price for this item is a unit price for removal of the appropriate length of the existing forcemain piping (if located on the existing forcemain pipe) and constructing the service connection stub for connection of the service and connection to the existing forcemain piping. This includes removal of surface improvements, excavation, removal and disposal of excavated materials, bedding, subsequent backfill, compaction, and restoration of the area to pre- construction conditions. The service tee, valve, and adjacent forcemain pipe connections are included in this item. X0011522.072/FINAL 07/31/97 P3 -29 PART 3- STANDARD SPECIFICATIONS AND AMENDMENTS Cement Concrete'Sidewalk The bid price for this item is a unit price for replacement of cement concrete sidewalk removed as required to construct the forcemain and appurtenances. This price shall include the costs associated with subgrade preparation, forming, materials, finishing, and restoration of the area to pre construction conditions. Restoration and Cleanup This is a lump sum bid item that includes costs associated with restoration of the construction areas to pre construction conditions. This includes removal of all debris materials or construction materials remaining on the site, leveling of the work area to pre construction grades, seeding of the grassed area disturbed by the construction with appropriate seed mixture, and general cleanup of the area to pre construction conditions. The CONTRACTOR shall follow his trenching operation as soon as possible with his restoration work. The CONTRACTOR will not be permitted to leave any particular area unrestored for more than two weeks except in they case where he may be doing repair work on a line which has failed to meet test specifications. Such restoration shall follow immediately. These lump sum bid items shall include costs associated with the construction of the individual pumping units described and shown on the plans, the connections of the system to the existing sewer facilities, and the connections to and improvements required for the electrical and control system. This includes removal of surface improvements, excavation, removal and disposal of excavated materials, providing and installing pipe, pump station, bollards, and appurtenances, connection to the existing building; connection, installation of any cleanouts required, connection of the pump station discharge to the service connection piping, bedding, subsequent backfill, compaction, and restoration of the area to pre construction conditions. This includes any required asphalt or cement concrete paving repair and landscaping repair required as a result of the construction. OB -1 System; Sta. 20 +00 OB -2 System; Sta. 34 +00 OB -3 System; Sta. 102 +00 OB-4 System; Sta. 105 +70 OB -5 System; Sta. 109 +30 USCG -1; CPO Club System USCG -2; Medical/Exchange System USCG -4; Administration Building System USCG -5; Hanger System USCG -6; Washdown Pad System X0011522.072/FINAL 07/31/97 P3 -30 PART 3- STANDARD SPECIFICATIONS AND AMENDMENTS USCG -3; Group Support/Dock System —This lump sum bid item shall include costs associated with the construction of the individual pumping units described and shown on the plans, the construction of the attenuating flow precast vault, the replacement of the FRP piping on the dock facilities, the connections of the system to the existing sewer facilities, and the connections to and improvements required for the electrical system. This includes removal of surface improvements, excavation, removal and disposal of excavated materials, providing and installing pipe, pump station, and appurtenances, connection to the existing building connections, installation.. of any cleanouts required, connection of the pump station discharge to the service connection piping, bedding, subsequent backfill, compaction, and restoration of the area to pre construction conditions. This includes any required asphalt or cement concrete paving repair and landscaping repair required as a result of the construction. Spare Equipment —This lump sum bid item shall include costs associated with furnishing and delivering to the Contracting Agency, one spare pump /motor unit of each size and capacity specified and furnished for the respective Schedules. Spare equipment shall be delivered and unloaded at the location in the City as designated by the Contracting Agency. Automatic Air Release Valve Assembly —The bid price for this item is a unit price for constructing the air release valve assembly complete as shown. BID SCHEDULE Add the following Section 1- 09.3(1): The two major portions of the contract, the Off -Base facilities and the USCG Base facilities have been divided into separate bid schedules A and B, respectively. TRAFFIC CONTROL MANAGEMENT The third sentence of the first paragraph of Section 1- 10.2(1) is revised to read: The CONTRACTOR may designate the project superintendent as the TCS. TRAFFIC CONTROL PLANS The last sentence of Section 1- 10.2(2) is revised to read: The CONTRACTOR's letter designating and adopting the specific traffic control plan(s) or any proposed modified plan(s) shall be submitted to the ENGINEER for approval at least ten calendar days in advance of the time the new plan will be implemented. CONSTRUCTION SIGNS Section 1- 10.3(3) is revised to read: All signs required by the approved traffic control plan(s) as well as any other appropriate signs prescribed by the ENGINEER shall be furnished by the CONTRACTOR. The CONTRACTOR X0011522.072/FINAL 07/31 /97 P3 -31 PART 3- STANDARD SPECIFICATIONS AND AMENDMENTS shall provide the posts or supports and erect and maintain the signs in a clean, neat, and presentable condition until the necessity for them has ceased. All nonapplicable signs shall be removed or completely covered with metal, plywood, or an ENGINEER approved product specifically manufactured for sign covering during periods when they are not needed. When the need for these signs has ceased, the CONTRACTOR, upon approval of the ENGINEER, shall remove all signs, posts, and supports from the project and they shall remain the property of the CONTRACTOR. All signs lost, stolen, damaged, or destroyed shall be replaced at the CONTRACTOR's expense. All signs shall utilize materials, and be fabricated in accordance with, Section 9 -28. All signs shall be constructed of Type I or II reflective background sheeting unless otherwise noted in the Plans. Construction signs will be divided into two classes. Class A construction signs are those signs that remain in service throughout the construction or during a major phase of the work. They are mounted on posts, existing fixed structures, or substantial supports of a semi permanent nature. Sign and support installation for Class A signs shall be in accordance with the Contract Plans or the Standard Plans. Class B construction signs are those signs that are placed and removed daily, or are used for short durations which man extend for one or more days. They are mounted on portable or temporary mountings. In the event of disputes, the ENGINEER will determine if a construction sign is considered as a Class A or B construction sign. If it is necessary to add weight to signs for stability, only a bag of sand that will rupture on impact shall be used. The bag of sand shall: (1) be furnished by the CONTRACTOR, (2) have a maximum weight of 40 pounds, and (3) be suspended no more than 1 foot from the ground. Furnishing Class B signs will be in accordance with Section 1- 10.3(3). Payment for setup and take down of Class B signs will be limited to the labor cost to.do the work described in Section 1- 10.3(1). and for transportation described in Section 1- 10.3(2). The condition of the signs shall' be new or "Acceptable" as defined in the book, Quality Standards For Work Zone Traffic Control Devices. The ENGINEER's decision on the condition of a sign shall be final. The book. Quality Standards For Work Zone Traffic Control Devices, is available by writing to the American Traffic Safety Service Association, 5440 Jefferson Davis Hwy., Fredericksburg, VA 22407, telephone: (703) 898 -5400, FAX: (703) 898 -5510. Signs, posts, or supports that are lost, stolen, damaged, destroyed, or which the ENGINEER deems to be unacceptable while their use is required on the project, shall be replaced by the CONTRACTOR without additional compensation. X0011522.072/FINAL 07/31/97 P3 -32 PART 3- STANDARD SPECIFICATIONS AND AMENDMENTS STANDARD PLANS The State of Washington Standard Plans for Road, Bridge and Municipal Construction transmitted under Publications, Transmittal No. 80 -354, dated may 30, 1980, and as revised under Publications Transmittal No. 81 -17 dated march 31, 1981, transmittal No. 82 -34 dated June, 1982, transmittal No. 82 -58 dated December, 1982, transmittal No. 83 -80 dated October, 1983, transmittal No. 83 -87 dated November, 1983, transmittal No. 84 -015 dated June, 1984, transmittal No. 85 -005 dated march, 1985, transmittal No. 86 -001 dated January, 1986, transmittal No. 87 -28 dated July, 1987, transmittal No. 87 -067 dated December, 1987, transmittal No. 88 -035 dated June, 1988, transmittal No. 88 -059 dated November, 1988, transmittal No. 89 -012 dated April, 1989, transmittal No. 89 -077 dated December, 1989, transmittal No. 90 -022 dated April, 1990, transmittal 90 -050 dated October, 1990, transmittal No. 91 -010 dated April, 1991, transmittal No. 91 -047 dated November, 1991, and transmittal No. 92 -017 dated July, 1992, transmittal No. 92 -055 dated December, 1992, and transmittal No. 93- 067 dated November, 1993, is made a part of this contract. The Standard Plans are revised as follows: Concrete class designations shown on any of these Standard Plans shall be changed to read as follows: B -11 From To Current Designation New Designation Class A and AX Class 4000 Class D and DX Class 4000W Class B and C Class 3000 Class LS Class 4000LS The last note is revised to read l' -0" for diameters 12" through 42" and for spans through 50 2' -0" for diameters greater than 42" and for spans greater than 50 On all three details, the label "Gravel backfill for pipe bedding" is revised to read "Gravel backfill for pipe bedding compacted to 95% maximum density B -15 Notes 13 and 14 are revised to read: 13. If the total of all C values is greater than 1 and less than 1.75, divide the total of all K values by the total of all C values to get "Time required by specification 14. If the total of all C values is greater than 1.75, divide the total of all K values by 1.75 to get "Time required by specification X0011522.072/FINAL 07/31/97 P3 -33 PART 3- STANDARD SPECIFICATIONS AND AMENDMENTS Notes 15 and 16 are added as follows: 15. When testing non air- permeable pipelines, the pressure drop shall be from 3.5 to 3.0 psi greater than the average back pressure above the center of the pipe and minimum time shall be twice that computed in notes 12 through 14 above. 16. When testing storm sewer pipe, the allowable leakage is 0.0060 cubic feet per minute per square foot of internal pipe surface area. Divide the time, tq, as calculated in Notes 12 to 14 above, by 2. The line under the nomograph is revised to read: NOMOGRAPH FOR THE SOLUTION OF K 0.0111d C= 0.0003918dL &tq =K =C In the table, K and C are revised as follows: K 0.0111d 0.0003918dL B -17 This Standard Plan is revised in its A Schedule (Fill Height) (2' -15') B (15' -25') C (25' -40') Diameter in Inches 12,15,24 30,36 42,48 12,15,24, 30,36 42,48 12,15,24 36,42,48 X0011522.072/FINAL 07/31/97 None 12,15,24 None D 30 None (40' -60') 36 None 42,48 None 1. Corrugated Polyethylene pipe Polyvinyl Chloride pipe entirety as follows: Concrete Plain or Cl. IV Class III Class III Class V Class V Culvert Pipe Schedules Steel 2 2/3 "x '/2" .064" (16 Ga.) 064" (16 Ga.) .064" (16 Ga.) .064" (16 Ga.) .064" (16 Ga.) .064" (16 Ga.) .064" (16 Ga.) .064" (16 Ga.) .064" (16 Ga.) .079" (14 Ga.) Aluminum 2 2/3"x /2" .060" (16 Ga.) .060" (16 Ga.) .060" (16 Ga.) .060" (16 Ga.) PVC .060" (16 Ga.) None .060" (16 Ga.) .060" (16 Ga.) .075" (14 Ga.) .105" (12 Ga.) .105" (12 Ga.) Thermoplastic PE' or PVC 2 PE or PVC PE or PVC None None None None None None P3 -34 PART 3- STANDARD SPECIFICATIONS AND AMENDMENTS The CONTRACTOR shall provide the schedule and diameter of culvert pipe called for on the Plans or special provisions, and has the option of furnishing any of the acceptable alternates shown in the above table, except when specifically provided otherwise in the plans or special provisions. C -4 On the Breakway Cable Terminal (BCT) Plan, "37' -6" Parabola" is revised to read "37' -6" Parabola Terminal Pay Limit C -7 This Standard Plan is renamed BEAM GUARDRAIL END SECTIONS. C -7a This Standard Plan is renamed THRIE BEAM END SECTION. D -7a On the Type 1 Anchor detail, /2" wire rope" is revised to read "5/8" wire rope On the Type 2 and Type 3 Anchor details, "/2" steel cable is revised to read "5/8" steel cable G -8 The following table and note are added: M183 Torque W 10x26, W10x22 60 FT -LBS W8x21 W8x18 50 FT -LBS W6x16 W6x12 45 FT -LBS W6x12 W6x9 25 FT -LBS A 28 gauge steel keeper plate, sized to fit the base and with holes for the bolts to pass through, shall be installed between the sign post and the stub post. J -7a In the Date column of the Revision block a date of 2/18/94 is added. J -7c In the Date column of the Revision block a date of 2/18/94 is added. K -1 through K -18 These plans are not allowed to be used on projects administered by WSDOT. X0011522.072/FINAL 07/31/97 P3 -35 PART 3- STANDARD SPECIFICATIONS AND AMENDMENTS An approved date of October 20, 1995 is K -13, K -16, K -17 and K -18. The following are Standard Plan numbers this project was advertised: added to K -1, and their date K -2, K -3, K -5, K -7, K -8, K -10, K -11, of last revision applicable at the time A -1 11/19/93 C -2h 2/09/89 G -6 10/24/75 A -1 3/12/93 C -2i 2/06/90 G -6a 8/31/73 A -2 10/11/93 C -2j 11/26/90 G -7 4/04/88 A -2 10/11/93 C -2k 9/04/91 G -8 8/17/90 A -3 10/05/90 C -2m 9/04/91 G -8 1/28/85 A -3 10/05/90 C -2n 9/04/91 G -8a 10/18/85 A -4 12/13/91 C'-2p 8/12/94 G -8a 10/18/85 C -3 10/11/93 G -8a 10/18/85 B -1 5/26/96 C-3a 10/11/93 G -9 11/16/90 B -la 6/23/95 C -3b 10/11/93 G -9 11/16/90 B -lb 10/21 /94 C =3b 10/11/93 0-9 11/16/90 B -le 5/26/95 C -3c 8/12/94 B -lf 6/30/95 C -4 3/18/94 H -1 10/16/92 B- l h 1/05/87 C -4a 9/20/91 H-la 2/06/95 B -1j 1/30/87 C -5 8/18/95 H -lb 10/16/92 B -lz 5/26/95 C -6 4/05/93 H -lc 10/16/92 B -2 9/19/83 C-6 4/05/93 H -1 d 8/12/94 B -2a 12/12/83 C -6a 1/21/85 H -le 10/16/92 B -2b 3/19/84 C-6b 1/21/85 11-2 12/29/89 B -3 9/13/91 C 7 -6c 1/06/95 H -3 2/18/94 B -3 9/13/91 C -6c 1/06/95 H -3a 10/16/92 B -3a 10/13/89 C -6d 4/05/93 H -3a 10/16/92 B -4b 9/07/84 C' 6e 4/05/93 H -5 6/28/85 B -4c 9/07/84 C; 6e 4/05/93 H -5a 6/28/85 B -4f 9/19/83 C,' -6e 4/05/93 H -5b 6/28/85 B -4g 9/19/83 C -6e 4/05/93 11-5c 7/17/81 B -4h 12/29/89 C. -7 6/12/87 H -5d 2/08/91 B-4h 12/29/89 C -7a 5/26/95 H -5d 6/14/91 B -5 7/8/94 6 5/01/92 14-6 7/17/81 B -5a 7/8/94 C, 8a 4/11/86 H -7 9/07/90 B -6 11/26/79 C -8b 8/15/85 H -8 11/26/79 B -6a 11/26/79 C -8c 6/04/85 H -9 2/22/82 X0011522.072/FrNAL 07/31/97 P3 -36 PART 3- STANDARD SPECIFICATIONS AND AMENDMENTS 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 B -6b 11/26/79 C -8d 1/04/88 H -10 4/22/88 B -7 9/22/88 C -8d 1/04/88 11-12 9/18/92 B -7a 8/17/90 C -9a 3/18/94 1-1-12 9/18/92 B -8 3/12/84 C -9b 12/02/88 11-12 9/18/92 B -8a 3/29/82 C -10 7/28/89 H -13 3/15/91 B -9 9/20/89 C -10 7/28/89 H -13a 3/15/91 B -9a 3/15/91 C -12a 12/23/93 B -9b 5/26/95 I -1 11/26/79 B -9c 11/01/91 D- l a 7/28/95 I- l a 11/26/79 B -9d 11/01/91 D -la 7/28/95 B -10 1/25/80 D -1b 7/28/95 J -1 5/07/93 B -11 1/25/80 D-lb 7/28/95 J -1 5/07/93 B -12 1/25/80 D -lc 7/28/95 J -lb 4/05/93 B -13a 12/02/85 D -ld 7/28/95 J -lb 4/05/93 B -13b 12/02/85 D -le 7/28/95 J -lb 4/05/93 B -13c 12/02/85 D -lf 7/28/95 J -lc 7/24/87 B -13d 12/02/85 D -2a 6/23/95 J -le 5/10/82 B -14 12/02/85 D -2g 6/23/95 J -lf 7/17/81 B -15 7/24/87 D -2h 6/23/95 J -3 11/07/75 B -17 10/09/89 D -2h 6/23/95 J -3b 1/06/89 B -18 3/19/84 D -2j 6/23/95 J -3b 1/06/89 B -18a 9/06/83 D -2j 6/23/95 J -3c 1/06/89 B -18b 10/03/83 D -2q 6/23/95 J -3d 1/06/89 B -18c 2/21/91 D -3 1/25/80 J -3e 2/04/82 B -19 6/30/95 D -4 5/23/83 J -5 8/10/95 B -20 9/19/83 D -5 6/23/95 J -5a 7/17/81 B -20a 9/19/83 D -5 6/23/95 J -6c 1/06/89 B -20b 9/06/83 D -5a 4/09/93 J -6f 2/22/82 B -20c 9/06/83 D -5a 4/09/93 J -6g 2/22/82 B -20d 9/19/83 D -6 8/18/95 J -6h 2/22/82 B -20f 5/07/93 D -7 1/04/80 J -7a 2/18/94 B -21 6/30/95 D -7a 1/04/80 J -7c 2/18/94 B-21a 6/30/95 D -8 1/04/80 J -7d 10/12/92 B -22 6/30/95 D -9 8/17/90 J -7d 10/12/92 B -22a 6/30/95 D -9 8/17/90 J -8a 9/15/87 B -23a 10/11/93 J -9a 4/24/86 B -23b 6/30/95 E -1 6/29/90 J -10 3/07/88 X0011522.072/FINAL 07/31 /97 P3 -37 PART 3-STANDARD SPECIFICATIONS AND AMENDMENTS B -23c 10/11/93 E'2 8/27/93 J -1 la 7/19/85 B-23d 10/11/93 E;2 8/27/93 B -24 3/18/94 E -4 8/07/86 K -1 10/20/95 B -25 5/20/94 El-4a 12/22/87 K -2 10/20/95 B -26 1/03/95 E -5 1/25/80 K -3 10/20/95 K -5 10/20/95 C -1 9/26/94 F -1 3/13/92 K -7 10/20/95 C -1 9/26/94 F -2 11/26/79 K -8 10/20/95 C- l a 10/11/93 FL 2a 11/26/79 K -10 10/20/95 C -la 10/11/93 F -2b 2/21 /91 K -11 10/20/95 C -lb 3/31/89 F -3 8/10/95 K -13 10/20/95 C -1 c 9/04/87 F! 3 8/10/95 K -16 10/20/95 C -ld 5/09/88 K -17 10/20/95 C -2 2/09/89 G-2 7/28/95 K -18 10/20/95 C -2a 10/11/93 G -2 7/28/95 C -2b 4/29/94 G -2 7/28/95 L -1 1/21/85 C -2c 3/18/94 G� -2a 7/28/95 L -2 5/24/91 C -2d 2/09/89 G -3 7/28/95 L -2 5/24/91 C -2e 8/12/94 G -3a 7/28/95 L -3 1/21/85 C -2e 8/12/94 G -3a 7/28/95 L -5 1/21/85 C -2f 8/12/94 G -4a 6/23/95 L -5a 9/02/86 C -2g 8/12/94 G -4b 8/12/94 L -6 1/21/85 X0011522.072/FINAL 07/31/97 P3 -38 PART 3- STANDARD SPECIFICATIONS AND AMENDMENTS DIVISION 2 EARTHWORK 2 -02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS 2- 02.3(3) Removal of Pavements, Sidewalks, and Curbs Section 2- 02.3(3) is supplemented with the following: Removal shall be conducted in a manner to prevent damage to any existing sidewalk or pavement that is to remain. Any remaining asphalt concrete pavement, sidewalk, or curb and gutter damaged due to the Contractor operations shall be replaced by the Contractor at its expense and to the satisfaction of the Engineer. All removed asphalt concrete pavement, sidewalk, or curb and gutter shall be disposed of off the project site at an acceptable location. The Contractor shall perform sawcutting full depth for removal of existing sidewalks and streets. Pavement shall be cut to clean vertical full -depth straight lines. Cutting of pavement with excavation equipment will not be permitted. No separate payment shall be made for removal of these existing facilities. 2 -09 STRUCTURE EXCAVATION 2 09.3(1)E Backfilling Section 2- 09.3(1)E is supplemented with the following: Unless the Engineer directs otherwise, structure and trench backfill material shall be suitable native material meeting the requirements of Section 9- 03.14(1), except for the material within 6- inches of the structures or piping which shall be Gravel Backfill for Pipe Zone Bedding meeting the requirements of Section 9- 03.12(3). Control Density Backfill under pavement areas shall be as shown on the plans. Compaction control tests shall be required by the Engineer if it appears that compaction is inadequate. All costs and expenses for this testing shall be incurred by the Contractor. 2 09.4 Measurement Section 2 -09.4 is supplemented with the following: No measurement shall be made for gravel backfill for pipe bedding. X0011522.072/FnNAL 07/31/97 2 -1 DIVISION 2 EARTHWORK 2 -09.5 Payment Section 2 -09.5 is supplemented with the following: All costs for Gravel Backfill for Pipe Bedding shall be included with the unit contract price for each item of pipe installed. 2 -11 TRIMMING AND CLEANUP 2 -11.3 Construction Requirements Section 2 -11.3 is supplemented with the following: After all work has been completed and before acceptance of the Contract, the entire roadway, sidewalks, and driveways that have been soiled as a result of the construction work, shall be water flushed and cleaned up. Dirt; dust, and other debris shall be removed and disposed of at a waste site provided by the Contractor. All debris shall be removed from the construction alignment. These areas shall be uniformly graded to provide an even and smooth finished grade. X0011522.072/F[NAL 07/31/97 END OF DIVISION 2 2 -2 DIVISION 2 EARTHWORK DIVISION 5 SURFACE TREATMENTS AND PAVEMENTS 5 -04 ASPHALT CONCRETE PAVEMENT 5 -04.3 Construction Requirements Section •5 -04.3 is supplemented with the following: The composition of the mix shall be subject to the approval of the Engineer and the percentage of sand, filler, and asphalt shall be adjusted, if directed, to ensure a satisfactory pavement. Tack coat shall be applied to the edge of the cut and at cold joints prior to paving. Asphalt concrete shall be asphalt concrete Class B, equal in depth to the existing pavement, or as shown on the plans, whichever is greater. Patches shall be feathered and shimmed to an extent that provides a smooth -riding connection and expeditious drainage flow for the paved surface. Unacceptable paving patches shall be corrected by removal and repaving of the trench. 5 04.4 Measurement Section 5 -04.4 is supplemented with the following: Asphalt Pavement Repair will be measured by the lineal foot of pavement repair required for the trench excavation, regardless of width removed. This item shall also include the Control Density backfill required at crossings of pavements. 5 04.5 Payment Section 5 -04.5 is supplemented with the following: "Asphalt Pavement Repair" per lineal foot. X0011522.072/FrNAL 07/31/97 END OF DIVISION 5 5 -1 DIVISION 5 SURFACE TREATMENTS AND PAVEMENTS MI MN NM MI OM M N NM MO MI I MI MI MN X001 1522.072/F[NAL 07/31/97 DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS 7 -08 GENERAL PIPE INSTALLATION REQUIREMENTS 7- 08.3(2)J Pipe Laying HDPE Pipe Add Section 7- 08.3(2)J as follows: HDPE pipe shall typically be joined by the method of thermal butt fusion, as outlined in ASTM D 2657, Heat Joining Polyolefin Pipe and Fittings. Butt fusion joining of pipe shall be performed in accordance with the printed procedures recommended by the manufacturer. The polyethylene pipe may be adapted to fittings or other systems by means of an assembly consisting of a polyethylene stubend, butt fused to the pipe, a backup flange of ductile iron, made to Class 150, ANSI B16.1/B16.5 dimensional standards with exceptions, bolts of compatible material and gasket of suitable neoprene or red rubber cut to fit the joint. In all cases the bolts shall be drawn up evenly and in line. Polyethylene pipes of the same outside diameter liut different wall thicknesses shall be joined by means of a flange assembly as designated above. Where limited space is available for joining equipment, Central Electrofusion fittings and accessories may be used in lieu of the flanged couplings and adapters to join the pipe. Joining of HDPE pipe with the electrofusion process shall be in accordance with the manufacturers printed instructions, and as approved by the Engineer. Electrofusion fittings shall be manufactured in compliance with ASTM F 1055 standard for electrofusion type polyethylene fittings for outside diameter controlled polyethylene pipe and tubing. Resin shall be a PE 3408 virgin material complying with ASTM D -1248 and ASTM D -3350. Electrofusion fittings shall be pressure rated for an operating pressure of 165 psi. The fittings shall be manufactured with an integral identification resistor, which automatically sets the fusion time on the Central plastics Electrofusion Processor. 7 08.3(2)K FRP Pipe Add Section 7- 08.3(2)K as follows: FRP pipe shall be installed where shown on the plans. The existing FRP pipe shall be removed and the new pipe installed on the existing brackets. Socket joints shall be utilized except for flanged connections shown on the plans and details. 1 7 Measurement Section 7 -08.4 is supplemented with the following: Separate measurement for payment will not be made for items in this Section. Costs associated with this work shall be included in other bid items. 7 -1 DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS 7 -08.5 Payment Section 7 -08.5 is supplemented with the following: Separate payment will not be made for items in this Section. Costs associated with this work shall be included in other bid items: 1 7 -17 SANITARY SEWERS 7 -17.1 Description Section 7 -17.1 is supplemented with the following: This work includes constructing sanitary sewer forcemains and gravity collection systems to the pumping station systems. It also` includes the replacement of FRP piping on existing dock facilities. 7 17.2 Materials Section 7 -17.2 is supplemented with the following: Existing forcemain pipe is 4 -inch diameter DR 17 HDPE pipe. This pipe was installed as part of the Ediz Hook Road improvements The pipe has never been placed into service. Ductile iron pipe shall meet the requirements of Section 9- 05.13. Gravity collection sewers shall be PVC pipe meeting the requirements of Section 9- 05.12(1). Forcemain materials shall be high density polyethylene (HDPE) pipe, except where shown on the Plans to be ductile iron pipe HDPE Pipe and fittings shall be made from polyethylene resin compound with a minimum ce11!, classification of PE 345434C for PE 3408 materials in accordance with ASTM D 3350. The material must exceed 300 hours when tested in accordance with the Ring Environmental Stress Crack Resistance Test (Radar Ring Test) with fewer than 20 percent failures. The extruded pipe shall have impact strengths greater than 3 ft-lbs per inch. At 32 degrees Fahrenheit when tested in accordance with the ASTM D256 Method B Charpy Test. The pipe shall be extruded from pre- compounded resin. In plant blending of carbon black, thermal stabilizers and anti oxidants will not be allowed. The pipe shall be homogeneous throughout and free of visible cracks, holes, foreign inclusions or other injurious defects. It shall be uniform in color, opacity, density, and other physical properties. HDPE pipe shall be DR 17 pipe. Pipe and fittings shall have a minimum 100 psi pressure rating. Gate valve for 2 -inch service connections shall be Clow Resilient Wedge Valve F -6103 with threaded ends. Gate valves for 4 -inch and 3 -inch isolation valves shall be Clow Resilient Wedge Valve F -6102 flanged ends. Pipe supports used in plug valve installation near washdown area shall be Standon Model S89 Flange Support or approved. Size as required to suit the application. X0011522.072/FtNAL 07/31/97 7 -2 DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS FRP pipe to be used to replace the existing FRP pipe on the dock facilities shall be standard wall vinyl ester fiberglass pipe. Pipe shall be Fibercast CENTRICAST III VE Pipe. The pipe shall be manufactured from vinyl ester resin by the centrifugal cast method to meet or exceed the requirements of ASTM D 2997. The pipe shall have a minimum 50 mil thick vinyl ester resin liner as determined per ASTM D 3567. The liner shall have a minimum 65% by weight vinyl ester resin content. The pipe shall have a minimum reinforced wall thickness of 0.090 inches, determined per ASTM D 3567. The reinforced wall shall have a minimum 45% by weight continuous glass roving content. The pipe, fittings, and adhesive shall be produced by the same manufacturer. The piping system, including pipe, fittings, and joints, shall have a minimum 'pressure rating of 150 psig at 175 degrees F. Plug valve for the FRP piping connection on the dock shall be Clow Eccentric Plug Valve F- 5412 flanged end with lever actuator. Quick coupling and dust plug shall match existing system for compatibility with existing connections from ship piping. Eccentric plug valve for connection near the helicopter washdown area shall be DeZurik Series 100, Figure 118, 6 -inch, with EIM or Limitorque electric motor operator; or approved equal. Install as shown on the Drawings. Operator and valve shall be suitable for occasional submersion. Seal conduit entering operator to prevent water in the conduit from entering operator housing. Plug shall be coated with Hycar (nitrile- butadiene). Neoprene or neoprene- coated plug is not acceptable. Operator shall be 208 -volt, three -phase with controls as shown on the Drawings. Motor shall be sized for intended operation. Provide stainless steel control panel, NEMA 3R or better, as shown on the Drawings. Mount panel on the East wall of building adjacent to washdown area with other washdown equipment. Coordinate with Coast Guard to determine exact location of panel. Precast Concrete Vault for use as an attenuating basin ahead of the pump station shall be a Utility Vault Company 814 -LA, with interior dimensions of 8 -feet wide, 14 -feet long and 4 -feet high. Riser section shall be No. 814 -48R. Top section shall be No. 814 -TEE with two Cover No. 46C- 42 units for access. Check valve for FRP piping connection on the dock shall be APCO Model 104P3 Rubber Flapper Swing Check Valve. Valve shall have a heavily constructed cast iron body and cover. The body shall be long pattern design with integral cast -on end flanges. Flapper shall be Buna -N having an "O" ring seating edge and be internally reinforced with steel. The body and cover shall be lined with 1/8 -inch thick natural rubber. The lining shall be auto claved to the body and cover and cured to 55 durometer shore A -5. The lining shall be tested in conformance with ASTM D573. Precast concrete vault for plug valve installation near washdown area shall be Utility Vault Company 506 -LA or approved equal. Provide with interior dimensions 4' -0" wide, 4' -0" long, and 5' -0" high. Provide with cover No. 55 -332P. Sign shall be 1/8 -inch thick rigid, high pressure colored laminated stock with white core which is exposed when material is engraved. Color shall be dark red. Sign lettering shall be helvetical light or medium. Sign shall have radius corner treatment and have center center positioning. Fasteners shall be stainless steel. X001 1522.072/F[NAi. 07/31/97 7 -3 DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS FCA Flange coupling adapters for use with HDPE pipe shall be as made by the pipe manufacturer and installed per manufacturer's recommendations. 7 17.3(2)A General Section 7- 17.3(2)A is supplemented with the following: The completed forcemain and service connections to the pump units shall be pressure tested to 100 psi by the Contractor. The forcemain shall be completely filled with water and pumped up to the test pressure. The forcemainl can be tested in sections against the isolation valves. 7 17.4 Measurement Section 7 -17.4 is supplemented with the following: Separate measurement for payment will not be made for ductile iron pipe, FRP pipe, and testing of sewer pipe in this section.. Costs associated with this work shall be included in other bid items. 7 17.5 Payment Section 7 -17.5 is supplemented with the following: "4 -Inch HDPE Forcemain per linear foot. "3 -Inch HDPE Forcemain per linear foot. "2 -Inch HDPE Service Connection Forcemain per linear foot. "PVC Sanitary Sewer Pipe 6 inch Diam. per linear foot. X0011522.072 /FINAL 07/31/97 END OF DIVISION 7 7 -4 DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8 -30 ELECTRICAL Add Section 8 30 as follows: DIVISION 8 MISCELLANEOUS CONSTRUCTION 8 -30.1 Basic Electrical Requirements 8- 30.1(A) General Summary: Section includes basic electrical requirements applicable to the Work and the other Sections of Division 16--Electrical. Related sections include the following: All Other Section 8 -30 Electrical Section 8 -31 Packaged Grinder Pump Station Division 1 General Requirements Conform to the following Codes and Standards, as applicable: American National Standards Institute (ANSI). Canadian Standards Association (CSA). Institute of Electrical and Electronic Engineers (IEEE). Insulated Cable Engineers' Association (ICEA). National Electrical Code (NEC). National Electrical Safety Code (NESC). National Electrical Manufacturers' Association (NEMA). Underwriters' Laboratories, Inc. (UL). Quality Assurance Provide electrical equipment, materials, details of construction, and installation. Perform necessary tests, in conformity with NEC and UL as well as other codes, ordinances, or regulations as specified and that may otherwise apply. Referenced codes and standards establish the minimum requirements for the Work. Wherever these Contract Documents require higher grades of materials or workmanship than required by the codes and standards, these Contract Documents precede. If the specified reference standards conflict with these Contract Documents, request clarification from the Engineer before proceeding. X0011522.072/FiN&L 07/31/97 8 -1 DIVISION 8 MISCELLANEOUS CONSTRUCTION Drawings The Drawings are generally diagrammatic and the location of outlets and equipment terminals are approximate unless detailed ordimensioned. Determine the exact placement and routing of cables and raceways as governed by structural conditions, physical interferences, and the location of electrical terminations on equipment. Examine the Drawings and equipment manufacturers' drawings, before determining the exact number and routing of raceways required. Examine the existing site conditions, the Drawings, and the Shop Drawings of equipment in order to determine exact routing and final terminations for raceways and cables. Stub conduits as near as possible to equipment terminals. The Drawings are based on available data pertaining to a particular design of equipment, and portray the systems that have been chosen to affect the required operation and level of control. Equipment furnished and installed; even though of the make and model specified, may differ in detail, arrangement, connections, or configuration from that shown on the Drawings. Equipment that differs from that shown and requires modifications to power, control, or other electrical systems will not be approved unless the required modifications are provided. Quality of equipment is to be the same as that specified, and provided at no additional expense to the Owner. Size conductors and raceways for proposed changes in accordance with the requirements of these Contract Documents. Typical control diagrams are shown to delineate the basic circuit arrangements to be used. Submittals Provide submittals in accordance with Division 1 requirements, as required in the device or system's own specification section; and as follows. Within 30 days after delivery of the Notice to Proceed, submit the material proposed under this division of Work for review as follows: Name of manufacturer. Identifying trade name. Model designation. Catalog cuts. Endorse catalog cuts for the specific parts and ratings of the equipment being supplied, especially where multiple parts and ratings appear on one sheet. Indicate the intended use for operating devices. Submit information on major equipment and panels at least one month prior to the scheduled incorporation of the equipment in the Work. Provide complete information prior to manufacturer for major electrical equipment, such as panelboards, control panels, and any special electrical equipment. Use the diagrams and descriptions as shown or specified, the electrical layouts and specifications, along with X0011522.072/F[NAL 07/31/97 j 8 -2 DIVISION 8 MISCELLANEOUS CONSTRUCTION equipment suppliers' information as applicable in order to produce the required drawings. Include diagrams showing the power and control systems in detail, and interconnection diagrams. Diagrams format shall be as follows: Place rungs of elementary diagrams horizontally and number each line. Symbols: ANSI Standards. Cross reference contact locations by line numbers. Provide each device with a clear description and a contact development. Provide coils and indicating lights. Identify and number terminal points on elementary, internal, and interconnection diagrams. Closeout submittals shall include test reports as specified hereinafter, Operations and Maintenance Manuals, and construction record drawings showing as-built conditions of project. Product Delivery, Storage, and Handling Perform Work in accordance with Division 1— General Requirements, and as follows: Protect materials and equipment from dust and moisture prior to and during construction. Repair scratches or defects in the finish of the equipment by spray painting, after properly preparing the surface. Use only identical paint furnished by the equipment manufacturer for such purposes. Provide warranties in accordance with the requirements of Division 1. 8.30.1(B) Products General Use new materials, of current manufacture. Use same manufacture and quality for each type of material incorporated into the Work. Furnish products UL- listed and UL- labeled for the purpose for which they are intended, where such listing exists. If no such listing exists, then CSA or other approved third -party listing and labeling will be acceptable. Corrosion Protection and Painting Unless otherwise specified, treat equipment and appurtenances furnished under Section 8-30 Electrical. with zinc phosphate, bonderize, or otherwise give a rust preventive treatment, then prime and paint with a durable lead -free enamel finish of not less than 5 mils total dry film thickness. Final finish unless otherwise specified as follows: Exteriors: ANSI 61, light gray. Interiors: white. Conform hot -dip galvanizing, where specified, to the applicable of ASTM A 123, A 153, A 384, and A 385. Coat field cuts of hardware and minor damage of the galvanized surface with Galv- Bar galvanizing repair system. X001 1522.072/F►NAL 07/31/97 8 -3 DIVISION 8 MISCELLANEOUS CONSTRUCTION Provide stainless steel hardware for electrical devices and equipment installed out of doors, below grade, or in damp locations. Equipment Variance from Contract Documents If the equipment proposed for use in the Work differs in control circuitry, or if the equipment is of larger horsepower than that shown on the Drawings, furnish and install the controls and wiring properly to serve the proposed equipment, and submit information prior to installation showing the complete system. Mark final sizing of revised or added conductors and raceways after completing the required diagrams and determining the exact conductor count. Size conduit for revised power and control systems in accordance with NEC, Tables 1, 4, and 5. 8- 30.1(C) Execution Dust Control Accomplish operations involving grinding of concrete, sweeping, or similar activities under controlled conditions that keep cement dust or other dust and particles from contaminating the electrical equipment. Adequately cover and protect from dust any parts susceptible to damage. At the completion of the Work, clean the electrical equipment and render the interior of panels and cabinets dust free. Modifications of Existing Equipment A portion of the Work involves rewiring, relocation, and modification of existing electrical equipment, to provide pump station power from existing panelboards. Installation of Electrical Equipment Install equipment per manufacturers' requirements as specified hereinafter. Locate wall, ceiling, roof, and floor openings for passage of conduit, to electrical enclosures from suppliers' equipment data and in accordance with the structural requirements of the Contract Documents and the requirements! of other trades. Make arrangements for the forming of openings in cast -in -place and precast concrete building elements during the casting of these elements whenever possible. Do not cut, notch, or drill structural steel members unless specifically approved by the Engineer. Coordination Coordinate electrical installation work with other trades on the job site. Testing Furnish power, labor, materials, instruments, and tools as required for testing. Demonstrate that equipment is operating as intended] prior to the acceptance of the Work. Protective devices are to be operative during testing of equipment. Notify the Engineer at least 24 hours in advance of the tests. The Engineer may be present to witness the tests. Correct deficiencies or unsatisfactory conditions in a satisfactory manner, at no additional cost to the Owner. X001 1522.072/FrNn[ 07/31/97 8-4 DIVISION 8 MISCELLANEOUS CONSTRUCTION 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Record and submit to the Engineer, in report form, the detailed results of each of the tests, as specified hereinafter. Test miscellaneous equipment by operating electric motors, relays, switches, and heaters sufficiently to demonstrate their intended function and electrical connections. 8 -30.2 Basic Electrical Materials and Methods 8- 30.2(A) General Summary Sect i ncludes basic electrical materials, equipment, and methods applicable to the Work and to other sections of Section 8- 30— Electrical, and the following: Boxes and enclosures. Wiring devices. Nameplates. Concrete expansion anchors. Sealants. Nonshrink grout. Related Sections Related sections include 8 30.1 Basic Electrical Requirements. Submittals Submit in accordance with the requirements of Section 8 -30.1 and as specified herein. Submit nameplate schedules for review prior to inscription. 8- 30.2(B) Products Boxes and Enclosures Boxes include junction and pull boxes, enclosures include pedestal mounted fieldpanels. Branch circuit panelboards are specified elsewhere in these Contract Documents. Junction Boxes shall be hot -dip galvanized cast ferrous alloy. Provide with integrally cast threaded hubs or bosses for conduit entrances, full 5- thread contact on tightening, drilled and threaded before galvanizing. Covers shall be similar hot -dip galvanized cast ferrous alloy material. Furnish full -body neoprene gasket and Type 316 stainless steel machine screws with the cover. Manufacturers: O.Z. /Gedney or special Crouse -Hinds or Appleton units famished with factory- applied hot -dip galvanized finish. Boxes for Use in Class I Explosive Hazardous Locations: UL- listed for the application. Pull boxes: commercially fabricated of sheet metal of code gage or heavier. Provide "C" or "L" configuration, or design for special applications. Covers shall be attached with machine bolts and permanently attached nuts furnished under the lip of the box. Furnish a neoprene gasket between the cover and the box. Hot -dip galvanize after fabrication. X0011522.072/FINAL 07/31/97 8 -5 DIVISION 8 MISCELLANEOUS CONSTRUCTION Enclosures shall be NEMA 4X. Fabricate of stainless steel, polyester fiberglass, or epoxy resin construction as applicable. Furnish steel enclosures with either welded hubs or weathertight hub box entry fittings. Furnish enclosures without knockouts. Provide enclosures with hinged doors unless otherwise shown. Door construction shall allow 110 degree minimum swing. Furnish mounting pans on the back of each enclosure unless otherwise shown. Wiring Devices Comply with NEMA WD -1. Specification grade with provisions for back wiring and side wiring with captive binding screws. Switch covers for cast boxes shall be cast alloy cover plates of the weather resistant type, with rocker arm operator. Receptacle covers shall be weatherproof while in use, industrial grade, meeting NEC 410 -57, UV- stabilized polycarbonate with sealing gaskets and stainless steel mounting screw's. Key locking where shown. Manufacturers: Taymac Safety Outlet Enclosure, or equal. Nameplates Provide a nameplate designating the function of the device and its identifying number (if applicable) for each field panel and control device. Also identify with nameplates relays, pressure switches, solenoid valves, and similar devices mounted outside of their associated control panels, as well as numbered instruments and devices. Nameplates shall be 1 /16 -in. thick machine engraved laminated phenolic with white letters not less than 3 /16 -in. high on a black background or as otherwise shown. Nameplates for wiring devices such as switches and receptacles may have 1 /8 -in. high lettering. Spell equipment titles out completely on nameplates. Provide stainless steel drive screws for securing nameplates on the exteriors of steel panels. Identify relays and devices that are located inside panels with nameplates of either sandwich phenolic as described above, white fiber strips marked in India ink, or 3 /8 -in. minimum size Dymo tape. Clean the surface to which adhesive labels will be applied with mineral solvent of denatured alcohol and wipe clean with lint -free absorbent cloth just prior to application of the label. Concrete Expansion Anchors Stud Bolt Wedge Anchors: 2 -piece type, stainless steel. Manufacturers: Kwik -Bolt, Parabolt, or equal. Sealants Watertight building penetration: Where a conduit passes through a below -grade concrete wall, seal opening around the conduit with a minimum expanding form sealant, that will form a durable, airtight, waterproof bond to metal and masonry. "Manufacturers" Insta -Foam Products "Great Stuff," or equal. Cabinet Pad Mounting: One -part, nonsag urethane, silver or gray. Manufacturers: Sika Corporation, Sikaflex -la, or equall Nonshrink Grout Provide nonrusting metallic aggregate. Manufacturers: Master Builders Embeco 636, or equal. X0011522.072/FENAL 07/31/97 8 -6 DIVISION 8 MISCELLANEOUS CONSTRUCTION 8- 30.2(C) Perform installation in accordance with the applicable provisions of Section 8 -30.1 and as specified herein. Install wiring devices in boxes with adequate space for the device, wiring, and splices. Ground devices by means of a ground lug, where provided, and through the mounting strap. Locate boxes and enclosures so as to provide ample clearance between the unit and any other equipment including fixtures, pipes, beams and ducts. Mount units with doors, so that the doors may be freely opened to at least 110 degrees. Place sealants and nonshrink grout in accordance with manufacturer's instructions. Field Checkout and Tests Make field checkout and tests in accordance with the applicable provisions of Section 8 30.1. 8 -30.3 Raceways 8- 30.3(A) General Summary Section includes raceways, fittings, supports, and appurtenances. Related Sections include 8- 30.1 —Basic Electrical Requirements. Submittals Submit in accordance with the requirements of Section 8 30.1. 8- 30.3(B) Products General Conform raceways to the definition given in Article 100 NEC. Furnish and install raceways in accordance with the UL listing and applicable NEC articles. Minimum conduit size shall be 3/4 in., unless specifically noted otherwise in these Contract Documents. Raceways Rigid Galvanized Steel Conduit (RGS): Conform to ANSI C80.1. Hot -dip galvanized inside and outside after threading. Rigid Nonmetallic Conduit (PVC): and with one of the following: Schedule 40 heavy wall encasement or direct burial. Schedule 80 extra heavy wall polyvinyl chloride, UL- listed for direct burial. Provide type EB, ETL- listed for concrete encasement. Use polyvinyl chloride solvent weld type fittings in accordance with NEMA Standard TC -3. Use rigid galvanized steel for elbows and risers. Furnish expansion joints in accordance with the manufacturer's recommendations. Provide in accordance with NEMA Standard TC -2 of TC -6, high- impact polyvinyl chloride, UL- listed for concrete X001 1522.072/FiNAL 07/31/97 8 -7 DIVISION 8 MISCELLANEOUS CONSTRUCTION Liquidtight flexible metal conduit (LFMC) shall be formed from spirally wound galvanized steel strip, with successive convolutions securely interlocked and jacketed with a liquidtight plastic cover. Fittings shall be cadmiumiplated malleable iron body and gland nut, brass grounding ferule threaded to engage conduit spiral and 0-ring seals around the conduit and box connection and insulated throat. Use matching 145- and 90- degree fittings where applicable. Fittings Unions shall be cast ferrous alloy, electroplated with zinc, suitable for use in hazardous locations as well as in moist atmospheres and designated UNF or UNY by Crouse -Hinds or Appleton. X0011522.072/FENAL 07/31/97 Locknuts shall be extra heavy steel electroplated with zinc for conduit sizes 3/4 in. through 1-1/2 in. and malleable iron for conduit sizes greater than 1-1/2 in. Bushings shall be electrogalvanized steel or malleable iron with a molded phenolic or nylon insulating collar. Furnish grounding bushings with separate lugs for ground conductor attachment and a set screw for securely locking the bushing to the conduit. Manufacturers: O.Z. /Gedney or Appleton. Bushed openings for protection of cables passing through metal barriers shall be high- impact thermosetting phenolic. Manufacturers: O.Z. /Gedney Type ABB, or equal. Conduit Bodies shall be oblong, lround, or rectangular conduit type, zinc electroplated cast ferrous alloy with integrally cast threaded hubs, and with a minimum of 4- thread contact on tightening. Cover plates shall be of a material similar to the body and secured to the body by Type 316 stainless steel machines screws. Furnish a full -body neoprene gasket with each cover. Provide bodies for explosive hazardous areas specifically designed for use in classified locations. Manufacturers: O.Z. /Gedney, Crouse Hinds, or Appleton. Weathertight connectors (hubs) for conduit attachment to NEMA 4X enclosures shall be electroplated zinc, malleable iron{ or stainless steel, with a LEXAN insulated throat, 0-ring gasket, and grounding face as part of the unit. Manufacturers: Meyers "Scru Tite," or equal. Liquidtight connectors for the attachment of liquidtight flexible conduit to enclosures and fixtures shall be electroplated zinc malleable iron, with 0-ring gasket and approved grounding insert. Use matching angle connectors, where applicable. Conduit seals for conduit systems in Class I hazardous locations shall be hot -dip galvanized cast ferrous alloy. Provide sealing compounds for use in the seal of the same manufacture as the fitting and UL- listed for the purpose intended. Deflection/expansion fittings in exposed and embedded runs shall be watertight and furnished with an internal bonding jumper. Provide with neoprene expansion material, allowing for 3 /4 -in. movement in any direction. Manufacturers: O.Z. /Gedney, or equal. Raceway Supports Clamps: One -hole hot -dip galvanized malleable iron. Use with hot -dip galvanized clamp backs (and nesting backs where required for spacing). Manufacturers: O.Z. /Gedney, or equal. Racks: Hot -dip galvanized framirig channel, with hot -dip galvanized pipe clamps with stainless steel fasteners. Manufacturers: Uriistrut, or equal. 8 -8 DIVISION 8 MISCELLANEOUS CONSTRUCTION Underground Duct Spacers Fabricated plastic base and intermediate spacers shall be designed to maintain NEC required spacing for buried conduit runs. Manufacturers: P.W. Pipe, Underground Devices, Inc., or equal. Marking Tape Marking tape shall be 'detectable type, high tensile strength, with an elongation factor of 35 Provide with solid metal core to provide for easy detection, 2 inches -wide minimum. Tape shall be red, with the words "CAUTION— ELECTRIC LINE BURIED BELOW" printed in black. Manufacturers: Terra Tape Sentry Line No. 1350, Reef Industries, Houston, Texas, or equal. Conduit Tags Tags shall be nonferrous aluminum, with raceway designations pressure stamped onto them. Furnish tags with Type 304 stainless steel wire or aluminum tape strips for mounting. 8 30.3(C) Installation Perform installation in accordance with the applicable provisions of Section 8 -30.1 and as specified herein. Types of conduit for use, as follows: Exposed conduit: RGS unless otherwise shown. Underground conduit: PVC unless otherwise shown. Use of PVC conduit in CMU walls or exposed locations will not be allowed. Do not use flexible conduit as a general purpose raceway, but only install it in locations requiring flexibility, due to vibration or movement. Maximum length: 24 in. unless otherwise shown. Run exposed conduit on supports spaced not more than 8 ft apart. Install with runs parallel or perpendicular to walls, structural members, or intersections of vertical planes and ceilings. Conduit is not to approach closer than 6 in. to any object operating above the rated temperature of the insulation of the conductor within the conduit. Space conduit out from surfaces at least 3 /8 -in. Secure conduit supports to concrete surfaces by means of expansion anchors. Field drills holes for anchors. Use of wooden plugs, plastic inserts, or power- actuated fasteners to secure conduit supports will not be allowed. Welding, brazing, or other heating of the conduit will not be allowed. Use of straps or plumber's perforated hanger tape for securing or bonding of conduit, devices, or equipment will not be permitted. Where required for ease of pulling and as necessary to meet code, install junction or pull boxes, even though not shown on the Drawings. Where two or more conduit runs of different systems use the same pull box, separate the conductors by means of suitable barriers. Terminate conduits at junction boxes, outlets boxes, or panels with proper fittings. Effectively ground metallic conduit. Terminate conduit feeding freestanding panels and cabinets, from X0011522.072/FINAi. 07/31/97 8 -9 DIVISION 8 MISCELLANEOUS CONSTRUCTION below, in clear wiring space. Terminate conduit end with a grounding bushing. Terminate conduit entering NEMA 4X enclosures by means of a raintight hub having an insulating liner. Make up conduit joints with a conductive corrosion inhibitor, such as T &B Kopr Shield. Apply inhibitor to the male threads only. Install underground conduit with ;between 24 in. and 36 in. cover, unless otherwise shown. When not run with other utilities, run conduit in a trench with sand backfill 6 in. all around conduit. I Install a sealing fitting in each conduit passing from a hazardous area into a non hazardous area. Install the seal in accordance with NEC and local requirements. Fill seal with compound after installation of conductors. Install conduit fittings in hazardous areas in accordance with Article 500 of the NEC and with applicable state and local codes. Prevent the entrance of dirt, concrete, or debris in conduit, fittings, or boxes during the course of installation. To test conduits for obstructions or flattening, pull a round, solid cleaning mandrel, not less than 10 in. long, correctly dimensioned Ifor each size of conduit, through buried underground conduit. If an obstruction is found, that section must be replaced. Then pull through stiff bristled brush, or blow conduit out with compress i d air, just prior to pulling in conductors or cables. Furnish and install separate raceways for circuits supplying different pieces of equipment, or of different voltages of type of system, unless otherwise shown. Home runs for circuits fed from the same panelboard may be combined. Complete the whole conduit run, including terminations, supports, and fittings, prior to pulling in conductors. Seal ends of conduit entering handholes or pad mounted electrical cabinets with permagum sealing compound. Install the compound around conductors or pull strings. Place concrete curbs around all conduit rising through finished floors as detailed on the Drawings. Paint conduit to match others nearby. Attach conduit tags to raceways. Field Checkout and Tests Make field checkout and tests in accordance with the applicable provisions of Section 8 30.1. 8 -30.4 Conductors and Cables 8- 30.4(A) General Summary Sections includes conductors, cables, terminating devices, and wiring accessories. Related sections include section 8- 30.1 —Basic Electrical Requirements. X0011522.072/FtNAL 07/31/97 8 -10 DIVISION 8 MISCELLANEOUS CONSTRUCTION 8- 30.4(B) Products Conductors and Cables Provide cable and conductors in strict accordance with applicable publications of the ICEA for the cable provided. Conductors shall be copper, with Class B standing unless otherwise noted. Minimum conductor size shall be No. 12 AWG -for power circuits and No. 14 AWG for control circuits, unless the conductor is supplied as part of a manufactured equipment assembly and is approved, or where a specific size is shown for a specific application. General Purpose Power and Control Cable shall be as follows: Conductor insulation for use on circuits rated 600 V or below in dry locations: Power conductor sizes No. 4 AWG and larger: Type XHHW. Power and control conductors No. 6 AWG and smaller: Type THWN/THHN. Conductor insulation for use on circuits rated 600 V or below in underground raceways or direct buried: Type USE with 600 -V rated insulation. Conductor and Cable Terminating Devices Devices shall be designed and manufactured for the applications specified herein. Power cable terminators (No. 8 AWG and larger) shall be tin plated copper and of solid tubular construction designed for high pressure power tool indenting or compressing of the sleeve. Control and small power cable terminators (No. 10 AWG and smaller) shall be of welded seam or tubular tinned copper construction. Design for fastening to the conductor by indenting the terminal sleeves. Wiring Accessories Provide conductor markers that are legible, permanently coded, tubular yellow or white polyvinyl chloride tubing, sized to fit the conductor insulation; or heat shrink polyolefin tubing. Provide markings machine printed in black with the conductor coding. Terminal blocks for power loads shall be channel- mounted solderless box lugs with ample size and capacity to accommodate the required loads. Provide with pressure plates. Terminal blocks for No. 10 AWG and No. 12 AWG control and small power wiring shall be binding -head screw type or box -type lugs capable of receiving 2 conductors in each lug. Terminal blocks for No. 14 AWG control wiring shall be channel- mounted nylon -type, with binding -head or washer -head screws. Furnish spare terminals in terminal block assemblies in quantities of not less than 10% of the total terminals used for control and small power circuits. 8- 30.4(C) Execution Conductors and Cables Exercise care in pulling cables into conduit so as to avoid kinking, putting undue stress on the cables, compressing, distorting, or otherwise abrading cable insulation. Only UL- listed pulling compound will be permitted for use in pulling cables. Complete and protect the raceway installation from the weather before pulling cable into it. X0011522.072 /FINAL 07/31/97 8 -11 DIVISION 8 MISCELLANEOUS CONSTRUCTION Splices in power and control circuits are not permitted. Run conductors from point -to -point and from termination -to- termination in continuous lengths. Make up cables crossing hinges into groups, not exceeding 20, so arranged that they will be protected from chafing when the hinged member is moved. Run groups of cables parallel to hinge axis for at least 12 in. Do not install circuits below 100 V in the same raceway or enclosure with circuits above 100 V except where adequately barriered or where necessary to terminate the circuits. Install a green equipment grounding conductor for each power and .lighting circuit, in the same :raceway as the power conductors. Terminate ground conductors to a ground lug or screw terminal at each end. Terminate spire conductors with electrical tape and an identifying label. Conductor and Cable Terminating Devices Apply devices only to the conductor s within the size ranges for which they are designed. Use terminating devices rated for the full ampacity of the cables. Terminations of power conductors, No. 8 AWG and larger, may be made without terminals directly in box -type lugs where such lugs are part of the electrical equipment of device as manufactured and providing that the lugs are of adequate capacity and rating. Install terminals and connectors with the compression tool recommended by the terminal manufacturer. Electrical spring connectors are not permitted. At wire -to -wire (pigtail) connections other than described •above, connect conductors by means of compression connectors. Conductor Markers Tag control circuit conductors at each end of run with a legible, permanently coded wiremarking sleeve showing the complete wire designation. Field Checkout and Tests Make field checkout and tests in accordance with the applicable provisions of Section 8 -30.1 and as specified herein. Test thoroughly for shorts and grounds. Test single conductors in the same conduit, to each other and to ground. Values of resistance less than 10 megohms will not be acceptable. Complete and submit the Electrical System Data and Test Report per Form 8 -30.4, following this section. X0011522.072/FINAL 07/31/97 8 -12 DIVISION 8 MISCELLANEOUS CONSTRUCTION 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 FORM 8 -30.4 ELECTRICAL SYSTEM DATA AND TEST REPORT A. EQUIPMENT NAME: B. CONDUCTOR SIZE AND INSULATION TYPE: 1. Phase Conductors: 2. Neutral Conductors: C. MEASURED OPERATING CONDITIONS FOR CONDUCTORS: 1. Operating Loads: a. In Volts A -B B -C C -A Volts A -N B -N C -N Volts b.. In Amps A B C Amps 2. Conductor Insulation Resistance A -B B -C A -G B -G BY CO. DATE NO. (IF USED) C -A megohms C -G megohms X0011522.072/F NAi. 07/31/97 8 -I3 DIVISION 8 MISCELLANEOUS CONSTRUCTION 8 -30.5 Service and Distribution 8- 30.5(A) General Summary Section includes work necessary for distribution of power and branch circuit protection. Provide connection, appurtenances, and utility costs with this portion of the Work. Related sections include Section 8- 30.1 —Basic Electrical Requirements. Submittals I I Submit in accordance with the requirements of Section 8 -30.1, and submit test results as specified herein. 8- 30.5(B) Products Grounding Furnish and install the grounding system in compliance with NEC, state, and local electrical codes and as shown on the Drawings. Bond together and effectively ground exposed non- energized metal surfaces containing energized devices, parts or conductors, building steel, metallic electrical raceways, and the neutrals of transformers and generating equipment. Grounding conductors shall be soft -drawn stranded copper. Motor Starters and Contactors Provide starters and contactors that conforming to NEMA ICS and the provisions of this Section. Alternating Current Contactors: magentically operated and held, double break, with sliver -to- silver bridging type contacts. Coils shall be easily removable, and unless otherwise shown operate at 115 Vac. Contacts shall be rated for 600 Vac. Furnish with auxiliary contacts as required or shown. Single -phase motor starters, at a minimum, shall consist of a magnetic contactor with thermal overload relay. Size the relay heater for motor full -load current with contacts rated for line current interruption. Protective Devices Overcurrent protective devices shall have the ratings shown on the Drawings. Small power panelboard breakers shall have an interrupting rating of not less than 10,000 A at 120/240 V. Other circuit breakers shall be rated as shown on Drawings. Branch Circuit Panelboards Branch circuit lighting and power panelboards, including cabinets, shall conform to standards and requirements established by ;UL, NEMA, and NEC, and equipped with the number of circuits, bus capacity, and arrangement and rating of circuit breakers shown or required. Provide dead -front bolt -in type cir breakers unless otherwise shown. Fabricate cabinets from galvanized code -gage steel without knockouts. Fabricate fronts of cold rolled steel, complete with flush-hinged door equipped with catch and lock, and a directory frame X0011522.072/FrNAL 07/31/97 8 -14 DIVISION 8 MISCELLANEOUS CONSTRUCTION 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 faced with transparent plastic. Panelboards shall be suitable for mounting as required. Protect and paint them in accordance with Section 8 -30.1. Panelboard buswork shall be copper and arranged for single -phase, 3 -wire or 3 -phase, 4 -wire service, as appropriate. Arrange 3 -phase panel busing to maintain sequence phasing throughout. Furnish panelboards with the isolated neutral bar and ground bar mounted at the opposite end of the enclosure from the main lugs. Furnish a removable link for bonding the neutral bar to the ground bar. Furnish typewritten circuit directory in accordance with the schedule on the Drawings, modified to show as- installed conditions. Capacitors Provide liquid dielectric type, suitable for ultimate disposal without environmental degradation. Install in a metal enclosure with a removable cover over the terminal compartment. Fuses: Size to protect capacitor case and the surroundings from damage in the event of internal faults. Mount fuses within the compartment. Resistor: Size for discharge of the capacitor when the unit is de- energized. 8- 30.5(C) Execution Installation Install in accordance with Section 8 -30.1 and as specified herein. Make grounding surfaces smooth and clean before connecting the grounding electrodes and conductors. Ground conduit directly or through equipment frames and ground buses to the grounding system. In addition to the conduit system, ground equipment having a 120- or 240 -V supply to the supply source ground bus, by a green insulated ground cable installed in the conduit with the phase cables. Ground cables for small panels and equipment, No. 8 AWG copper minimum, unless otherwise shown. Install an insulated grounding bushing on each conduit that does not terminate in a grounded cabinet or on panel steel. Bond the bushing to the cabinet or panel ground bus with an equipment grounding conductor of proper size. Field Checkout and Tests Perform field checkout and tests in accordance with the applicable provisions for Section 8 -30.1 and as specified herein. Overload Protective Devices (Thermal) Testing Make a tabulation of the following data for each motor: Equipment driven. Nameplate amperes. Service factor. X0011522.072/Fr .&i, 07/31/97 8 -15 DIVISION 8 MISCELLANEOUS CONSTRUCTION Overload device catalog number. Overload device current range and setting. Submit this information prior to startup of any equipment. Include copies of the information in the Operation and Maintenance manuals specified. 8 -30.6 Motors 8- 30.6(A) General Summary Section includes electric motors, and appurtenances. Related section include 8- 30.1 —Basic Electrical Requirements. Quality Assurance Motors shall be manufactured in accordance with the standards of IEEE, NEMA, and ANSI. Enclosures, nameplates, ratings, and tests shall be in accordance with NEMA MG -1. Furnish motor -driven mechanical equipment with the drive motor as an integral design part of the equipment. Furnish motors that are able to develop ample torque for the required service through acceleration and rated loadI range. Furnish motors rated for continuos duty operation and based on operation in an ambient temperature of 40 °C. Submittals Submit in accordance with the requirements of Section 8 -30.1, and as follows: Before installation of motors, furnish nameplate data sheets on integral horsepower motors. Include. as a minimum, the following: Manufacturer's type and NEMA frame designation. Enclosure construction description. I Horsepower output. I Time rating in accordance Iw ith NEMA MG 1- 10.35. Ambient temperature rating and temperature rise. RPM at rated load. Frequency. Number of phases. Rated load amperes. Locked rotor current (include part winding LR current if applicable). Voltage. I Code letter in accordance with NEMA MG 1 -1.70. I Design letter for integral horsepower induction motors in accordance with NEMA MG 1 -1.16. X001 1522.072 /FINAL 07/31/97 8 -16 DIVISION 8 MISCELLANEOUS CONSTRUCTION Service factor. Insulation system designation. Verify the foregoing data after manufacture and include it with the information furnished in the Operation and Maintenance Manuals specified in Division 1. The foregoing data need not be submitted for single -phase fractional horsepower motors; however, submit pertinent catalog data. Submit leak detection system details for submersible motors. 8- 30.6(B) Products General Design and connect for operation on a 230 Vac, single -phase, or 208 Vac, three -phase 60 -Hz ac electrical system, unless otherwise shown. Provide with copper windings. Ratings Maximum output shaft horsepower under any condition of loading shall not exceed 90% of the motor's horsepower rating at a service factor of 1.0, unless otherwise approved. Insulation Motor insulation systems shall be manufacturer's premium grade and resistant to attack by moisture, acids, alkalis, and mechanical or thermal shock. Seal motor leads with a nonwicking, nonhygroscopic insulating material. Single -phase motors shall have NEMA Class B insulation. Type B motors shall have epoxy encapsulation. Thermal Protection Furnish thermal protection where indicated on motors. Furnish protection by bi -metal strip switch embedded in the windings. The supervisory relay will be furnished by the motor manufacturer for installation in the control equipment. Bearings Provide anti- friction motor bearings designed to be regreasable and initially filled with grease suitable for ambient temperatures to 40 °C. Furnish corrosion- resistant pipe plugs for grease inlets and outlets. Grease inlet and outlet plugs must be accessible without the necessity of dismantling any part of the motor. Mount motors on the equipment to the pipe plugs. Furnish grease that is compatible with operating temperature of the motor. Single Phase Motors Single -phase motors shall be standard capacitor -start designed for operation on 240 V, 60 Hz, unless otherwise specified or shown on the Drawings. Motors shall deliver rated load without exceeding a 55 °C temperature rise while operating in a 40 °C ambient temperature. Motors shall have sealed ball bearings lubricated for 10 years normal use. Three Phase Motors Furnish each 3 -phase motor with an aluminum or cast iron frame, and cast conduit box. Conduit Box: split from top to bottom and capable of being rotated to 4 positions. Install synthetic X0011522.072 /FINAL.. 07/31/97 8 -17 DIVISION 8 MISCELLANEOUS CONSTRUCTION rubber -like gaskets between the frame and the conduit box and between the conduit box and its cover. Furnish a grounding lug inside the conduit box. Deliver motors with the manufacturer's standard primer. Field paint if installed separately from the driven mechanical equipment. Factory paint if factory assembled with the driven equipment. Hardware: corrosion resistant. Equip 3 -phase motors weighing more than 50 lbs with at least 1 lifting lug. Motor Manufacturer's Nameplates :Provide engraved or stamped, stainless steel nameplates containing the information specified herein, fastened to the motor frame. Position the nameplate so as to be readily visible and readable for inspection on the completed machine. Leak Detector Furnish submersible motors with double seals on the pump end. Provide a leak detection system with a N.O. pilot duty rated seal leak switch between the double seals, or with leak sensor and relay. The relay, with transformer if necessary, shall be furnished by the motor manufacturer for installation in the control equipment. Submersible Cables Furnish factory- sealed cables with a ground conductor with submersible motors. Furnish one cable for the motor line current and a separate cable for pilot devices embedded in the motor. Size cable lengths as specified in these Contract Documents. 8- 30.6(C) Execution Installation Protect motors from dust and moisture and after installation. Make up power conductors as described in Section 8 -30.4. Whe e monitoring leads are brought out of the motor in the same conduit box, use 600 -V insulated conductors on monitoring wiring. Testing The Owner may test a motor at any time after delivery of the motor to the job site, or at any time during the warranty period to determine its ability to meet specified loading conditions within the temperature limits of the manufacturer's submittal data. In the event that a motor does not meet the specified load requirements, replace the motor at no expense to the Owner. Motor insulation resistance may be checked by the Owner at any time after delivery to the job site, or during the warranty period in accordance with these Contract Documents. In the event that a motor does not meet the specified resistance requirements, replace the motor at no expense to the Owner. Complete and submit, a Motor Data and Test Report for each motor per Form 8 -30.6, following this section. X0011522.072/FINAL 07/31/97 8 -18 DIVISION 8 MISCELLANEOUS CONSTRUCTION 8 -30.7 Payment No separate payment will be made for work specified in Section 8 -30. Electrical work will be paid as part of work required in other Sections. X0011522.072/FrNAL 07/31/97 8 -19 DIVISION 8 MISCELLANEOUS CONSTRUCTION FORM 8 -30.6 MOTOR DATA AND TEST REPORT A. EQUIPMENT NAME: B. MOTOR MANUFACTURER'S REPRESENTATIVE: 1. Name: 2. Address: 3. Phone: 1- C. MOTOR NAMEPLATE DATA: 1. Type: 2. Frame: 3. Enclosure: 4. Output: hp 5. Time Rating: 6. Ambient Temperature: degrees F, C 7. Temperature Rise Class: 8. RPM at Rated Load: rpm 9. Voltage(s): volts 10. Number of Phases: 11. Frequency: Hz X0011522.072/FINAL 07/31/97 8 -20 DIVISION 8 MISCELLANEOUS CONSTRUCTION BY CO. DATE NO. (IF USED) Page 2 12. Rated Load Amperes: FLA 13. Locked Rotor Current: LRA 14. NEMA Code Letter: 15. Design Letter: 16. Service Factor: at degrees F, C ambient 17. Insulation System Designation: 18. Efficiency: 19. Power Factor: OA D. OTHER DEVICES (AS APPLICABLE): 1. Thermal Protection Device: 2. Leak Detection (Moisture Sensor) Type: 3. Winding Heaters: E. FULL OPERATING LOAD DATA:* 1. In Volts A -B B -C C -A Volts A -N B -N C -N Volts 2. In Amps A B C Amps *Take measurements at the closest accessible point in the load. F. MOTOR WINDING INSULATION RESISTANCE 1. In megohms A -B B -C C -A megohms A -G B -G C -G megohms X001 1522.072/FINAL 07/31/97 8 -21 DIVISION 8 MISCELLANEOUS CONSTRUCTION Add Section 8 -31 as follows: 8 -31 PACKAGED GRINDER PUMP STATIONS 8 -31.1 Description This section includes equipment required for simplex or duplex, submersible grinder pump installation including pumps, tank, discharge piping, electrical, and controls. It also includes installation instruction for equipment and testing and inspection requirements for stations. Refer to Section 8 -30, Electrical, for more requirements. Submittals Within 30 days of notice to proceed, submit the following: 1. Drawings and catalog cuts showing details of all station types to be used. Indicate proposed location or locations for each. Drawings shall indicate tank dimensions and layout of all equipment inside including pumps, piping, floats, and mounting equipment. 2. Pump curves for all pumps to be used. Indicate at which installation or installations each is to be used and mark design flow on curves. 3. Catalog information on the following items: Pump motors, including nameplate data. Control devices and panel enclosure. 4. Drawings detailing controls panels to be used. Submit one set of drawings for simplex and one for duplex installations. Drawings shall show the following: Layout of panel face including dimensions. Layout of backpan. Control ladder diagram. 5. Indicate power requirements for each pump station. 8 -31.2 Equipment All pump station equipment shall be purchased as a package from one manufacturer: Aurora/Hydromatic Pump, Inc. or, equal as approved by Engineer. The design of the system is based on the use of Aurora/Hydromatic Pump equipment. 8- 31.2(1) Pump Construction Impeller and casing shall be non -clog, corrosion resistant, semi -open or closed vane, hydraulically and dynamically balanced. Provide with a stainless steel cutter, adjustable without disassembly. Flow shall pass cutters before it reaches impeller. Pump shall be submersible with dual seals to prevent sewage from damaging bearings or motor. Shaft and miscellaneous hardware shall be stainless steel, bearings shall be rated for at least 50,000 hours of operation. Provide with 1 114 in. to 2 in. discharge. X0011522.072/FINAL 07/31/97 8 -22 DIVISION 8 MISCELLANEOUS CONSTRUCTION 8- 31.2(2) Pump Performance Provide casings and impellers for performance requirements as shown on the Drawings. Cutters shall reduce solids to 1/4 in., maximum. Cutters shall pass cotton diapers, pantyhose, rubber gloves, mop strings, bones, and other common residential or commercial solids. Pumps shall operate at any point on their curves including shutoff head without damage. 8- 31.2(3) -Motor Provide pumps with 230 Vac, single -phase or 208 Vac, three -phase motors, 7.5 hp maximum, non overloading. If more power is required, contact Engineer. Motor shall meet requirements of Section 8 -30. Provide with a minimum of 30 feet of cable, 50 feet if required. Motors shall be submersible, oil filled for lubrication and cooling and to provide protection against the entry of fluids. A cooling water jacket is not acceptable; motor shall operate either submerged or not without overheating. Provide sealed connection box with protection against wicking. Provide bi- metallic overload protection in motor winding, automatic reset. Provide moisture seal fail sensor. Seal fail sensor shall detect seal failure in time to allow for continued operation while maintenance is scheduled (2 weeks nominal) without damage to the pump. 8 31.2(4) Tank Construction Provide a tank to house pump station equipment. Tank shall be made of corrosion- resistant, glass fiber reinforced polyethylene or concrete. Plastic tank shall be UV stable and shall have an anti floatation plate. Tank and lid shall withstand momentary loads from residential lawn care equipment. Provide tank with a pedestal mounted control panel for electrical connections, galvanized steel guide rails for pump removal and replacement, and a locking lid. All miscellaneous hardware shall be 316 stainless steel. Make provisions for influent penetration. 8 31.2(5) Tank Dimensions Tank sizes shall be sufficient to house all required pumping equipment for the proposed site. Provide an opening in the top large enough for a man to enter the tank if needed. Dimensions shall be as shown on the Drawings. 8 31.2(6) Pipe Provide pipe per the requirements of these contract documents. Discharge Pipe shall be compatible with sewer pipe. Provide easy disconnect means to- allow for removal of pump without entering tank or disturbing discharge piping. Discharge piping shall include fittings to connect to 2 in. diameter pipe with NPT fitting on the end for connection to sewer. 8 31.2(7) Piping Specialties Provide galvanized steel rails to guide pump during removal and replacement. Rails shall be installed by manufacturer. Provide a lifting chain as needed. Provide a hydraulic seal at joint where discharge piping is broken for pump removal. Provide a gate valve for each pump to keep out pressurized sewer in case pump and check valve are removed. Gate valve shall be hand operated with operator extension if standard operator cannot be easily reached from the top of the X0011522.072/FINAL 07/31/97 8 -23 DIVISION 8 MISCELLANEOUS CONSTRUCTION tank. Provide a ball or flapper check valve for each pump. Mount horizontally. Valve shall prevent backflow of sewage when pump is not running. Valve shall be self cleaning and not prone to clogging. Mount valve so that it can be easily removed for maintenance if needed. 8- 31.2(8) Electrical Provide breaker, starters, and control accessories as required for operation. Provide- capacitors for power factor correction. All electrical components shall be per Section 8 -30, Electrical. Service shall be 240 Vac, single -phase or 208 Vac; three- phase. -8- 31.2(9) Controls Simplex controls shall consist of the following: Three floats for PUMP ON, PUMP OFF, HIGH LEVEL. Internal lights for PUMP ON and SEAL FAIL. Internal HAND OFF -AUTO switch External light for HIGH LEVEL, SEAL FAIL, and OVERLOAD. Simplex controls shall function ash described: Pump comes on when level reaches PUMP ON float switch and runs until level drops to PUMP OFF float switch. If external light is energized, it shall seal in until reset. Duplex controls shall consist of the following: Three floats for LEAD PUMP ON, PUMP OFF, and HIGH LEVEL/LAG PUMP ON. Internal lights for PUMP ON (2) and SEAL FAIL (2). Internal HAND- OFF -AUTO switches (2). External light for HIGH LEVEL, SEAL FAIL, and OVERLOAD. Duplex controls shall function as described: Lead pump comes on when level reaches LEAD PUMP ON float switch and runs until level drops to PUMP OFF float switch. If level reaches HIGH LEVEL float, lead pump is shut off and then lag pump is started. Alternator switches lead pump after each operation. If external light is energized, it shall seal in until reset. Enclosure shall be corrosion resistant, NEMA 4X, lockable. Meet the requirements of Section 8- 30. Provide locks and keys. Mount no controls on face except external light. External light shall be red, beacon -type dome light, shatterproof on top of enclosure. Attach label reading, "PUMP STATION FAILURE. MAINTENANCE REQUIRED." near light. Floats shall be sealed mercury s witch floats, industrial type, heavy -duty, corrosion resistant. Weight cables to prevent tangling and excessive movement. X0011522.072/FINAL 07/31/97 8 -24 DIVISION 8 MISCELLANEOUS CONSTRUCTION 8 -31.3 Construction Requirements 8- 31.3(1) Station Installation Install station with top of tank flush with grade and with sides plum. Align discharge with sewer line. Stabilize to prevent movement. Seal tank penetrations for intake and discharge pipe per manufacturer's requirements. 8 31.3(2) Electrical Installation Provide 240 Vac, single -phase or 208 Vac, three -phase power from the building served by each pump station or as shown on the Drawings. Provide breaker in panelboard sized per NEC, as shown on the Drawings, or as instructed by Engineer. Breaker shall meet the requirements of Section 8 -30.5 and be compatible with existing panelboard. Bring conductors from panelboard to station control panel as shown on the Drawings or as field conditions dictate. Connect per pump station manufacturer's recommendations. Install cables as required from control panel to station equipment per manufacturer's recommendations. Install all control devices in the tank per manufacturer's recommendations. 8 31.4 Inspection and Testing Visually inspect station for compliance with contract documents. Engineer or Owner may inspect before influent sewage or water for testing is introduced. Test to demonstrate the following: No leaks in tank or piping connections. Pumps functioning correctly and at rated flow versus head. Easy removal and replacement of pump as described above. All controls and alarms working as intended. Engineer may witness tests, give two working days notice. Owner will not accept installation until satisfied that all deficiencies detected during testing have been corrected. 8 31.5 Spare Equipment The Contractor shall furnish and deliver one spare pump /motor unit for each size and capacity of pump provided for each schedule. The pump /motor unit shall include all parts, cable, and accessories required to allow ease of removal and replacement of the unit. 8 31.6 Payment Payment will be made in accordance with Section 1 -04.1 on a per station basis once the station has been accepted by the Owner. END OF DIVISION 8 X0011522.072/FrriAL 07/31/97 8 -25 DIVISION 8 MISCELLANEOUS CONSTRUCTION ATTACHMENT A STANDARD DRAWINGS 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 CITY OF PORT ANGELES PUBLIC WORKS DEPT. STANDARD DETAILS CAST IRON RING AND COVER PER WSDOT STANDARD. PLAN B -18b. COVER MARKED SEWER. CALL FOR FORM INSPECTION BY CITY PRIOR 70 POUR /NC CONCRETE I� NAME: CLN- OUT.DWC 150' MAX TO MANHOLE CONCRETE ENCASEMENT 6" PVC RISER 6" 45' BENDS APPROVED BY iA DATE 8/24/95 L TY ENGINEER 7- REMOVABLE SCREW -ON CAP NOT TO SCALE FINISHED GRADE I 6 P-VC SANITARY SEWER PIPE 19 MIN ALL $ARK AND MA TERIALS TO BE IN ACCORDANCE WITH CURRENT STANDARD SPECIFICATIONS FOR ROAD. BRIDGE AND MUNICIPAL CONSTRUCTION" WASHINGTON STATE DEPARTMENT OF TRANSPORTATION, AMERICAN PUBLIC NARKS ASSOCIATION SEWER CLEANOUT DETAIIL Alter location LECEM CHAN/CLUNG DEVICES Mr FLAGGED ENS C20.2 CONSTRUCT I ON Typkd application of traffa contra device on two-lane h) .sy efr.re en. lone Ore closed end flogging Is provided. 4 Repbeed End C.n*ds Si/n, Added Obtac. Oran flogger 1. Wert Pre. 1 Mer.et.'bogr L.c.Ua Nedeed Mete. 10 10 91) wined a Iii C oinagen give. Added Ter Leal ADM', 8-31-90 Revl,.d Sign Spodq Table. Flogger Olnr,wlen, Added W31 -4. and Deelpned DATE 1 REVISION GENERAL NOTES Floodlights Thal be provided to mark flogger etodono at right as needed. If entire work area Is vi.b)e from one stadon. one flogger may be used at alternate location. Steady burring earring lights (TYPE C. MUTCD) should be wed t0 mark cha nele4q device. at night as needed. Melons from work area to end of toper shal be lengthened If necessary ahir traffic. to M viable to epproa Sign sequence Is the sane for both directions of travel. Olin Sperms II Mott 40150 MPH 0002 25/35 ifr l 2502 FOR LOCAL AGENCY USE TRAFFIC CONTROL PLAN Mal e rare 90. ass 11111111111•1111101•110 STANDARD PLAN K -2 ATTACHMENT B STATE PREVAILING WAGE RATES STATE OF WASHINGTON February 3, 1997 JUL 2 8 1997 R. W. BECK'. SEAM'S, WA DEPARTMENT OF LABOR AND INDUSTRIES P 0 BOX 44540, OLYMPIA, WASHINGTON 98504 -4540 (360) 902 -5335 FAX (360) 902 -5300 TO: All Public Agencies and other Interested Parties FROM Jim Christensen, Industrial Statistician SUBJECT: Revised Prevailing Wage Rates Enclosed are the newest revised prevailing wage rates. They are the prevailing rates of wage for public works projects that will bid on or after March 5, 1997. WAGE PUBLICATION FORMAT CHANGE The attached prevailing wage publication does not list the fringe benefit amounts separately. Contractors are not required to provide benefits to workers on public work projects. Contractors are required to pay a wage and usual benefit combination that adds to the prevailing rate of wage. For example, if the prevailing wage is $20.00 per hour, and a contractor provides usual benefits worth S3 00 per hour, the wage paid must equal or exceed $17.00 per hour. OVERTIME The department's policy has not changed in recent years. Overtime is calculated using the hourly rate paid to the worker. Money paid to the worker on an hourly basis is a wage, not a benefit. In the above example, hours over forty per week must be paid at a wage of $25.50 ($17.00 x 1 5) plus the fringe benefits at the straight time rate ($3.00) for a total of $28.50. BID SPECIFICATIONS AND CONTRACTS, RCW 39.12.030 requires that public agencies pnnt these prevailing wage rates in bid and contract specifications. That law also requires that the contract contain a stipulation that the workers on that project shall be paid the wages printed in the contract specifications. OVERTIME CALCULATIONS ARE BASED ON THE HOURLY RATE ACTUALLY PAID TO THE WORKER. ON PUBLIC WORKS PROJECTS, THE HOURLY RATE MUST BE NOT LESS THAN THE PREVAILING RATE OF WAGE MINUS THE HOURLY RATE OF THE COST OF FRINGE BENEFITS ACTUALLY PROVIDED FOR THE WORKER. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE A. ALL HOURS WORKED ON SATURDAYS, SUNDAYS AND HOLIDAYS SHALL ALSO BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. B ALL HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE C ALL HOURS WORKED ON SUNDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. E ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS), SUNDAYS AND HOLIDAYS SHALL ALSO BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE F THE FIRST EIGHT (8) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE ALL HOURS WORKED IN EXCESS OP EIGHT (8) HOURS ON SATURDAY, AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS (EXCEPT LABOR DAY) SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE ALL HOURS WORKED ON LABOR DAY SHALL BE PAID AT THREE TIMES THE HOURLY RATE OF WAGE H ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS IF WORK IS LOST DUE TO INCLEMENT WEATHER CONDITIONS OR EQUIPMENT BREAKDOWN) SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE THE FIRST EIGHT (8) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE ALL HOURS WORKED M EXCESS OF EIGHT (8) HOURS ON SATURDAY, AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE K ALL HOURS WORKED ON SATURDAYS AND SUNDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE L ALL HOURS WORKED ON SATURDAYS, SUNDAYS AND HOLIDAYS (EXCEPT THANKSGIVING DAY AND CHRISTMAS DAY) SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE ALL HOURS WORKED ON THANKSGIVING DAY AND CHRISTMAS DAY SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE M ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS IF WORK IS LOST DUE TO INCLEMENT WEATHER CONDITIONS) SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE N ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS) SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE P ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS) AND SUNDAYS SHALL BE PAID AT ONE AND ONE HALF TIMES THE HOURLY RATE OF WAGE ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE R ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE 11 ALL HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS (EXCEPT LABOR DAY) SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE ALL HOURS WORKED ON LABOR DAY SHALL BE PAID AT THREE TIMES THE HOURLY RATE OF WAGE BENEFIT CODE KEY EI FECTTVE 03 -05 -97 OVERTIME CODES ALL HOURS WORKED ON SATURDAYS AND SUNDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE SATURDAYS AND SUNDAYS MAY BE WORKED AS A MAKE -UP DAY AT THE PREVAILING HOURLY RATE OF WAGE (NO OVERTIME) WHEN WORK IS LOST DUE TO ANY REASON BEYOND THE EMPLOYER'S CONTROL ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE A THE FIRST SIX (6) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE ALL HOURS WORKED IN EXCESS OF SIX (6) HOURS ON SATURDAY AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE 2 B ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE C A( HO( IRS WORKED ON SUNDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE ALL BENEFIT CODE KEY EFFECTIVE 03-05 -97 -2- HOURS WORKED ON HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. D ALL HOURS WORKED ON SATURDAYS AND SUNDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. THE FIRST EIGHT (8) HOURS WORKED ON HOLIDAYS SHALL BE PAID AT STRAIGHT TIME IN ADDITION TO THE HOLIDAY PAY. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS ON HOLIDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. E ALL HOURS WORKED ON SATURDAYS OR HOLIDAYS (EXCEPT LABOR DAY) SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS OR ON LABOR DAY SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. F THE FIRST EIGHT (8) HOURS WORKED ON HOLIDAYS SHALL BE PAID AT THE STRAIGHT HOURLY RATE OF WAGE IN ADDITION TO THE HOLIDAY PAY. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE ALL HOURS WORKED ON SUNDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE ALL HOURS WORKED ON PAID HOLIDAYS SHALL BE PAID AT TWO AND ONE -HALF TIMES THE HOURLY RATE OF WAGE, INCLUDING THE HOLIDAY PAY ALL HOURS WORKED ON UNPAID HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE L ALL HOURS WORKED ON SUNDAYS SHALL 13E PAID AT TWO TIMES THE HOURLY RATE OF WAGE ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE, IN ADDITION TO THE HOLIDAY PAY N ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE, IN ADDITION TO THE HOLIDAY PAY O ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE 4 A ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SATURDAYS, SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE HOLIDAY CODES A HOLIDAYS NEW YEAR'S DAY. MEMORIAL DAY. INDEPENDENCE DAY, LABOR DAY THANKSGIVING DAY, FRIDAY AF1 ER THANKSGIVING DAY, AND CHRISTMAS DAY (7) I3 HOLIDAYS NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY. THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, THE DAY BEFORE CHRISTMAS, AND CHRISTMAS DAY (8) c HOLIDAYS NEW YEAR'S DAY, WASHINGTON'S BIRTHDAY, MEMORIAL DAY, INDEPENDENCE DAY LABOR DAY THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8) D HOLIDAYS NEW YEAR'S DAY, MEMORIAL DAY. INDEPENDENCE DAY. LABOR DAY, THANKSGIVING DAY THE FRIDAY AND SATURDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8) (3 HOLIDAYS NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY. THE LAST WORK DAY BEFORE CHRISTMAS DAY, AND CHRISTMAS DAY (7) 11 HOLIDAYS NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, THANKSGIVING DAY, THE DAY AFTER THANKSGIVING DAY, AND CHRISTMAS (6) HOLIDAYS NEW YEARS DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, AND CHRISTMAS DAY (6) M HOLIDAYS NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, THE DAY BEFORE CHRISTMAS DAY, AND CHRISTMAS DAY (8) N HOLIDAYS NEW YEAR'S DAY. WASHINGTON'S BIRTHDAY. MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, VETERANS' DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (9) O PAID HOLIDAYS NEW YEAR'S DAY, WASHINGTON'S BIRTHDAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, AND CHRISTMAS DAY (6) Q PAID HOLIDAYS NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, AND CHRISTMAS DAY (6) R PAID HOLIDAYS NEW YEAR'S DAY, WASHINGTON 'S BIRTHDAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THA NKSGIVING DAY. ONE -HALF DAY BEFORE CHRISTMAS DAY, AND CHRISTMAS DAY (7 1 2) 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 PAID HOLIDAYS. SIX (6) PAID HOLIDAYS. BENEFIT CODE KEY EFFECTIVE 03 -05 -97 -3- S PAID HOLIDAYS: NEW YEAR'S DAY, WASHINGTON'S BIRTHDAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, AND CHRISTMAS DAY (7). T PAID HOLIDAYS. SEVEN (7) PAID HOLIDAYS U PAID HOLIDAYS. NEW YEAR'S DAY, WASHINGTON'S BIRTHDAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, CHRISTMAS DAY, AND A DAY OF THE EMPLOYEES CHOICE (7). W PAID HOLIDAYS. NINE (9) PAID HOLIDAYS X. HOLIDAYS. AFTER 520 HOURS NEW YEAR'S DAY. THANKSGIVING DAY AND CHRISTMAS DAY AFTER 2080 HOURS NEW YEAR'S DAY, WASHINGTON'S BIRTHDAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, CHRISTMAS DAY AND A FLOATING HOLIDAY (8) Y HOLIDAYS NEW YEARS DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY. PRESIDENTIAL ELECTION DAY, THANKSGIVING DAY, THE FRIDAY FOLLOWING THANKSGIVING DAY, AND CHRISTMAS DAY (8) Z HOLIDAYS NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, VETERANS DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8) 6 A PAID HOLIDAYS NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, CHRISTMAS EVE DAY, AND CHRISTMAS DAY (7) B HOLIDAYS NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE DAY AFTER THANKSGIVING DAY, THE DAY BEFORE CHRISTMAS DAY, CHRISTMAS DAY, AND THE DAY BEFORE NEW YEAR'S DAY (9) C HOLIDAYS NEW YEAR'S DAY, WASHINGTON'S BIRTHDAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE DAY AFTER THANKSGIVING DAY, THE LAST WORK DAY BEFORE CHRISTMAS DAY, AND CHRISTMAS DAY (9) D PAID HOLIDAYS NEW YEAR'S DAY, WASHINGTON'S BIRTHDAY. MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY. THE FRIDAY AFTER THANKSGIVING DAY, CHRISTMAS DAY, THE DAY BEFORE OR THE DAY AFTER CHRISTMAS DAY (9) E HOLIDAYS NEW YEAR'S DAY. MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AND SATURDAY AFTER THANKSGIVING DAY AND CHRISTMAS DAY (8) f HOLIDAYS NEW YEAR'S DAY, WASHINGTON'S BIRTHDAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, VETERANS DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY AND CHRISTMAS DAY (9) HOLIDAYS NEW YEAR'S DAY, MARTIN LUTHER KING JR DAY, MEMORIAL DAY. INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8) PAID HOLIDAYS NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY FRIDAY AFTER THANKSGIVING DAY AND CHRISTMAS DAY (7) PAID HOLIDAYS THANKSGIVING AND CHRISTMAS UNPAID HOLIDAYS. NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY AND THE DAY AFTER THANKSGIVING PAID HOLIDAYS MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY AND CHRISTMAS DAY UNPAID HOLIDAYS NEW YEAR'S DAY AND THE DAY AFTER THANKSGIVING DAY PAID HOLIDAYS NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE DAY AFTER THANKSGIVING DAY AND CHRISTMAS DAY UNPAID HOLIDAY PRESIDENTS' DAY R HOLIDAYS NEW YEAR'S DAY, MARTIN LUTHER KING, JR DAY, WASHINGTON'S BIRTHDAY, MEMORIAL DAY, INDEPENDENCE DAY, THANKSGIVING DAY THE FRIDAY AFTER THANKSGIVING DAY. AND CHRISTMAS DAY x) S PAID HOLIDAYS NEW YEAR'S DAY. MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY. THE FRIDAY AFTER THANKSGIVING DAY, CHRISTMAS EVE DAY, AND CHRISTMAS DAY (8) 6 T PAID HOLIDAYS NEW YEAR'S DAY, WASHINGTON'S BIRTHDAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, THE LAST WORKING DAY BEFORE CHRISTMAS DAY, AND CHRISTMAS DAY (9) U PAID HOLIDAYS NEW YEAR'S DAY, MEMORIAL DAY. INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, THE DAY BEFORE CHRISTMAS DAY, CHRISTMAS DAY, AND A FLOATING HOLIDAY (9) BENEFIT CODE KEY EFFECTIVE 03 -05 -97 -4- V PAID HOLIDAYS. NEW YEARS DAY, MEMORIAL DAY. INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, DAY AFTER THANKSGIVING DAY, CHRISTMAS EVE DAY, CHRISTMAS DAY, AND EMPLOYEE'S BIRTHDAY (9) W. PAID HOLIDAYS: NEW YEARS DAY, DAY BEFORE OR AFTER NEW YEAR'S DAY, PRESIDENTS DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, DAY AFTER THANKSGIVING DAY, CHRISTMAS DAY, DAY BEFORE OR AFTER CHRISTMAS DAY (10). X PAID HOLIDAYS. NEW YEARS DAY, DAY BEFORE OR AFTER NEW YEAR'S DAY PRESIDENTS DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, DAY AFTER THANKSGIVING DAY, CHRISTMAS DAY, DAY BEFORE OR AFTER CHRISTMAS DAY, EMPLOYEE'S BIRTHDAY (11) NOTE CODES 8 A THE STANDBY RATE OF PAY FOR DIVERS SHALL BE ONE -HALF TIMES THE DIVERS RATE OF PAY IN ADDITION TO THE HOURLY WAGE AND FRINGE BENEFITS, THE FOLLOWING DEPTH PREMIUMS APPLY TO DEPTHS OF FIFTY FEET OR MORE OVER 50' TO 100' 51 00 PER FOOT FOR EACH FOOT OVER 50 FEET OVER 100' TO 175' 52.25 PER FOOT FOR EACH FOOT OVER 100 FEET OVER 175' TO 250' 55 50 PER FOOT FOR EACH FOOT OVER 175 FEET OVER 250' DIVERS MAY NAME THEIR OWN PRICE, PROVIDED IT IS NO LESS THAN THE SCALE LISTED FOR 250 FEET B THE STANDBY RATE OF PAY FOR DIVERS SHALL BE ONE -HALF TIMES THE DIVERS RATE OF PAY IN ADDITION TO THE HOURLY WAGE AND FRINGE BENEFITS, THE FOLLOWING DEPTH PREMIUMS APPLY TO DEPTHS OF FIFTY FEET OR MORE OVER 50' TO 100' S1 00 PER FOOT FOR EACH FOOT OVER 50 FEET OVER 100' TO 175' 52 25 PER FOOT FOR EACH FOOT OVER 100 FEET OVER 175' TO 250' 55 50 PER FOOT FOR EACH FOOT OVER 175 FEET C THE STANDBY RATE OF PAY FOR DIVERS SHALL BE ONE -HALF TIMES THE DIVERS RATE OF PAY IN ADDITION TO THE HOURLY WAGE AND FRINGE BENEFITS, THE FOLLOWING DEPTH PREMIUMS APPLY TO DEPTHS OF FIFTY FEET OR MORE OVER 50' TO 100' 51 00 PER FOOT FOR EACH FOOT OVER 50 FEET OVER 100' TO 150' SI 50 PER FOOT FOR EACH FOOT OVER 100 FEET OVER 150' TO 200' S2 00 PER FOOT FOR EACH FOOT OVER 150 FEET OVER 200' DIVERS MAY NAME THEIR OWN PRICE D WORKERS WORKING WITH SUPPLIED AIR ON HAZMAT PROJECTS RECEIVE AN ADDITIONAL S 100 PER HOUR E ALL CLASSIFICATIONS INCLUDING ALL APPRENTICES, REPORTING TO AN EMPLOYER'S DESIGNATED JOB HEADQUARTERS AND WORKING A MINIMUM OF FOUR (4) HOURS IN ANY ONE (1) DAY SHALL RECEIVE A PER DIEM ALLOWANCE OF TWENTY -FOUR DOLLARS (S24 00) IN ADDITION TO THE PREVAILING HOURLY RATE OF WAGE AND FRINGE- BENEFITS L WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS LEVEL A 50 75, LEVEL B 50 50. AND LEVEL C SO 25 ht WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS LEVELS A B 51 00, LEVELS C D SO 50 N WORKERS ON HAZMA PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS LEVEL A S1 00, LEVEL B SO 75, LEVEL C SO 50. AND LEVEL D SO 25 1 1 1 1 1 1 1 r 1 1 1 1 1 1 1 1 1 1 1 State of Washington DEPARTMENT OF LABOR AND INDUSTRIES Prevailing Wage Section Telephone (360) 902 -5335 PO Box 44540, Olympia, WA 98504-4540 Washington State Prevailing Wage Rates For Public Works Contracts The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of fnnge benefits On public works projects, workers' wage and benefit rates must add to not Tess than this total A brief description of overtime calculation requirements is provided on the Benefit Code Key CLALLAM COUNTY Effective 03 -05 -97 (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code ASBESTOS ABATEMENT WORKERS JOURNEY LEVEL $24 73 1M 50 BOILERMAKERS JOURNEY LEVEL $33 38 1R 5N BRICK AND MARBLE MASONS JOURNEY LEVEL $29 37 1N 5A CABINET MAKERS (IN SHOP) JOURNEY LEVEL $13 12 1 CARPENTERS ACOUSTICAL WORKER $28 79 1M 5D CARPENTER $28 63 1M 5D CREOSOTED MATERIAL $28 73 1M 5D DRYWALL APPLICATOR $28 63 1M 50 FLOOR FINISHER $28 76 1M 5D FLOOR LAYER $28 76 1M 50 FLOOR SANDER $28 76 1M 5D MILLWRIGHT AND MACHINE ERECTORS $29 63 1M 5D PILEDRIVER $28 63 1M 50 SAWFILER $28 76 1M 5D SHINGLER $28 76 1M 5D STATIONARY POWER SAW OPERATOR $28 76 50 STATIONARY WOODWORKING TOOLS $28 76 1M 5D CEMENT MASONS JOURNEY LEVEL $25 01 1 DIVERS TENDERS DIVER $61 26 1M 5D 8A DIVER TENDER $30 62 1M 5D DREDGE WORKERS ASSISTANT ENGINEER $29 02 1 N 50 8L ASSISTANT MATE (DECKHAND) $28 58 1 N 5D 8L BOATMEN $29 02 1 N 50 8L CRANEMAN $29 07 1N 5D 8L ENGINEER WELDER $29 07 1N 50 8L LEVERMAN HYDRAULIC $2946 1N 5D 8L MAINTENANCE $28 58 1N 50 8L MATES $29 02 1 N 51) 8L OILER $28 66 1N 50 8L DRYWALL TAPERS JOURNEY LEVEL $28 71 1J 5A ELECTRICAL FIXTURE MAINTENANCE WORKERS JOURNEY LEVEL $9 37 1J 5A Page 1 Classification ELECTRICIANS INSIDE CABLE SPLICER CABLE SPLICER (TUNNEL) CERTIFIED WELDER CERTIFIED WELDER (TUNNEL) CONSTRUCTION STOCK PERSON JOURNEY LEVEL JOURNEY LEVEL (TUNNEL) ELECTRICIANS MOTOR SHOP CRAFTSMAN JOURNEY LEVEL ELECTRICIANS POWERLINE CONSTRUCTION CABLE SPLICER CERTIFIED LINE WELDER GROUNDPERSON HEAD GROUNDPERSON HEAVY LINE EQUIPMENT OPERATOR JACKHAMMER OPERATOR JOURNEY LEVEL LINEPERSON LINE EQUIPMENT OPERATOR POLE SPRAYER POWDERPERSON ELECTRONIC TELECOMMUNICATION TECHNICIANS JOURNEY LEVEL ELEVATOR CONSTRUCTORS CONSTRUCTOR MECHANIC MECHANIC IN CHARGE PROBATIONARY CONSTRUCTOR FABRICATED PRECAST CONCRETE PRODUCTS ALL CLASSIFICATIONS FENCE ERECTORS FENCE ERECTOR FENCE LABORER FLAGGERS JOURNEY LEVEL GLAZIERS JOURNEY LEVEL HEAT FROST INSULATORS AND ASBESTOS WORKERS MECHANIC HEATING EQUIPMENT MECHANICS MECHANIC INDUSTRIAL ENGINE AND MACHINE MECHANICS MECHANIC INDUSTRIAL POWER VACUUM CLEANER JOURNEY LEVEL INLAND BOATMEN DECKHAND ENGINEER DECKHAND OPERATOR CLALLAM COUNTY Effective 03 -05 -97 Page 2 PREVAILING WAGE $35.53 1J 6H $38.28 .1J 6H $34.28 1J 6H $36 90 1J 6H $18 43 1J 6H $33 83 1J 6H $35 53 1J 6H $15 37 2A 6C $14 69 2A 6C $33 36 4A 5A 8E $30 62 4A 5A 8E $22.26 4A 5A 8E $23 40 4A 5A 8E $30 62 4A 5A 8E $23 40 4A 5A 8E $30 62 4A 5A 8E $26 15 4A 5A 8E $30 62 4A 5A BE $23 40 4A 5A 8E $12 07 1 $26 54 4A 61 $35 84 4A 61 $39 55 4A 61 $13 78 4A 61 $13 50 1 $13 80 1 $11 60 1 $20 05 1M 5D $10 72 1 $30 57 1F 6R $18 45 1J 5A $15 65 1 $9 07 1 $18 15 1K 5D $19 77 1K 5D $20 55 1K 5D 1.****** (See Benefit Code Key) Over Time Holiday Note Code Code Code SHOTCRETE WATER BLASTER PAVEMENT BREAKER PILOT CAR PIPE RELINER (NOT INSERT TYPE) PIPELAYER CAULKER POT TENDER CLALLAM COUNTY Effective 03 -05 -97 Page 3 PREVAILING WAGE Classification INSPECTION /CLEANING/SEALING OF SEWER WATER SYSTEMS BY REMOTE CONTROL CLEANER OPERATOR, FOAMER OPERATOR $9 73 1 GROUT TRUCK OPERATOR $11 48 1 HEAD OPERATOR $12.78 1 TECHNICIAN $6 25 1 TV TRUCK OPERATOR $10 53 1 INSULATION APPLICATORS JOURNEY LEVEL $20 50 1 IRONWORKERS JOURNEY LEVEL LABORERS ASPHALT RAKER $25 21 1M 5D BALLAST REGULATOR MACHINE $24 73 1M 5D BATCH WEIGHMAN $20 05 1M 5D CARPENTER TENDER $24 73 1M 5D CASSION WORKER $25 57 1M 50 CEMENT DUMPER /PAVING $25 21 1M 5D CEMENT FINISHER TENDER $24 73 1M 5D CHIPPING GUN $24 73 1M 5D CHUCK TENDER $24 73 1M 50 CLEAN -UP LABORER $24 73 1M 5D CONCRETE FORM STRIPPER $24 73 1M 5D CONCRETE SAW OPERATOR $25 21 1M 50 CRUSHER FEEDER $20 05 1M 5D CURING CONCRETE $24 73 1M 50 DEMOLITION WRECKING MOVING (INCLUDING CHARRED MATERIALS) $24 73 1M 5D DIVER $25 57 1M 5D DRILL OPERATOR (HYDRAULIC, DIAMOND, AIR TRAC) $25 21 1M 5D EPDXY TECHNICIAN $24 73 1M 5D FALLER /BUCKER, CHAIN SAW $25 21 1M 50 FINAL DETAIL CLEANUP 0 e dusting, vacuuming, window cleaning, NOT $17 73 1M 5D construction debris cleanup) GABION BASKET BUILDER $24 73 1M 5D GENERAL LABORER $24 73 1M 513 GRADE CHECKER TRANSIT MAN $25 21 1M 5D GRINDERS $24 73 1M 5D HAZARDOUS WASTE WORKER LEVEL A $25 57 1M 50 HAZARDOUS WASTE WORKER LEVEL B $25 21 1M 5D HAZARDOUS WASTE WORKER LEVELS C D $24 73 1M 5D HIGH SCALER $25 21 1M 5D HOD CARRIER /MORTARMAN $25 21 1M 5D JACKHAMMER $25 21 1M. 5D MINER $25 57 1M 50 NOZZLEMAN, CONCRETE PUMP, GREEN CUTTER WHEN USING HIGH $25 21 1M 50 PRESSURE AIR WATER ON CONCRETE ROCK, SANDBLAST, GUNITE, $30 62 1B 5A $25 21 1M 50 $20 05 1M 50 $25 21 1M 513 $25 21 1M 5D $24 73 1M 5D (See Benefit Code Key) Over Time Holiday Note Code Code Code Classification POWDERMAN POWDERMAN HELPER RAILROAD SPIKE PULLER (POWER) RE- TIMBERMAN SPREADER (CLARY POWER OR SIMILAR TYPES) SPREADER (CONCRETE) STAKE HOPPER TAMPER SIMILAR ELECTRIC, AIR GAS TAMPER (MULTIPLE SELF PROPELLED) TOOLROOM MAN (AT JOB SITE) TOPMAN, TAILMAN TRACK LABORER TRACK LINER (POWER) TUGGER OPERATOR VIBRATING SCREED (AIR, GAS, OR ELECTRIC) VIBRATOR WELL -POINT MAN LABORERS UNDERGROUND SEWER WATER CLALLAM COUNTY Effective 03 Page 4 PREVAILING WAGE $25 57 tM 50 $24.73 1M 50 $25.21 1M 5D $25.57 1M 50 $25.21 1M 5D $25 21 1M 50 $24.73 1M 50 $25.21 1M 50 $25.21 1M 5D $24.73 1M 5D $24.73 1M 50 $24.73 1M 50 $25.21 1M 5D $24 73 1M 5D $24.73 1M 50 $25.21 1M 5D $25.21 1M 5D (See Benefit Code Key) Over Time Holiday Note Code Code Code GENERAL LABORER $24.73 1M 5D PIPE LAYER $25.21 1M 50 LANDSCAPE CONSTRUCTION IRRIGATION OR LAWN SPRINKLER INSTALLERS $11 42 1 LANDSCAPE EQUIPMENT OPERATORS OR TRUCK DRIVERS $7 81 1 LANDSCAPING OR PLANTING LABORERS $7 93 1 LATHERS JOURNEY LEVEL $28 93 1J 5A MACHINISTS (HYDROELECTRIC SITE WORK) MACHINIST $16 84 1 METAL FABRICATION (IN SHOP) FITTER/WELDER $15 16 1 LABORER $11 13 1 MACHINE OPERATOR $10 66 1 PAINTER $11 41 1 PAINTERS JOURNEY LEVEL $23 88 2B 5A PLASTERERS JOURNEY LEVEL $29 81 1R 5A PLAYGROUND PARK EQUIPMENT INSTALLERS JOURNEY LEVEL $7 93 1 PLUMBERS PIPEFITTERS JOURNEY LEVEL $37 61 113 5A POWER EQUIPMENT OPERATORS ASSISTANT ENGINEERS (OILERS) $27 19 1N 50 8L BACKHOES (75 HP UNDER) $29 29 1N 50 8L BACKHOES (OVER 75 HP) $29 65 1N 50 8L BACKHOES (3 YD UNDER) $29 65 1N 5D 8L BACKHOES, OVER 3 YD AND UNDER 6 YD) $30 09 1N 50 8L BACKHOES, (6 YD AND OVER WITH ATTACHMENTS) $30 59 IN 50 8L BATCH PLANT OPERATOR, CONCRETE $29 65 1N 5D 8L BELT LOADERS (ELEVATING TYPE) $29 29 1N 50 8L BOBCAT $27 19 1N 5D SL 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Classification CLALLAM COUNTY Effective 03 -05-97 BROOMS BUMP CUTTER CABLEWAYS CHIPPER COMPRESSORS CONCRETE PUMP -TRUCK MOUNT WITH BOOM ATTACHMENT CONCRETE PUMPS CONVEYORS CRANES, THRU 19 TONS, WITH ATTACHMENTS CRANES, 20 44 TONS, WITH ATTACHMENTS CRANES, 45 TONS 99 TONS, UNDER 150 FT OF BOOM (INCLUDING JIB WITH ATACHMENTS) CRANES 100 TONS 199 TONS, OR 150 FT OF BOOM (INCLUDING JIB WITH ATTACHMENTS) CRANES, 200 TONS OVER, OR 250 FT OF BOOM (INCLUDING JIB WITH ATTACHMENTS) CRANES, A- FRAME, 10 TON AND UNDER CRANES, A- FRAME, OVER 10 TON CRANES OVERHEAD, BRIDGE TYPE (20 44 TONS) CRANES OVERHEAD, BRIDGE TYPE (45 99 TONS) CRANES, OVERHEAD, BRIDGE TYPE (100 TONS OVER) CRANES TOWER CRANE CRUSHERS DECK ENGINEER /DECK WINCHES (POWER) DERRICK BUILDING DOZERS D -9 UNDER DRILL OILERS AUGER TYPE TRUCK OR CRANE MOUNT DRILLING MACHINE ELEVATOR AND MANLIFT, PERMANENT AND SHAFT -TYPE EQUIPMENT SERVICE ENGINEER (OILER) FINISHING MACHINE CURB EXTRUDER FORK LIFTS (3000 LBS AND OVER) FORK LIFTS UNDER 3000 LBS) GRADE ENGINEER GRADE'CHECKEP ANC STAKEMAN HOISTS AIR TUGGERS HYDRALI TS BOOM TRUCKS (10 TON UNDER) HYDRALIPTS BOOM TRUCKS (OVER 10 TON) LOADERS OVERHEAD UNDER 6 YD) LOADERS OVERHEAD (6 YD UP TO 8 YD) LOADERS OVERHEAD (8 YD OVER) LOCOMOTIVES ALL MECHANICS ALL (WELDERS) MIXERS ASPHALT PLANT MOTOR PATROL GRADER (FINISHING) MOTOR PATROL GRADER (NON- FINISHING) MUCKING MACHINE MOLE TUNNEL DRILL AND /OR SHIELD OIL DISTRIBUTORS, BLOWER DISTRIBUTION AND MULCH SEEDING OPERATOR PAVEMENT BREAKER PILEDRIVER (OTHER THAN CRANE MOUNT) PLANT OILER (ASPHALT CRUSHER) Page 5 PREVAILING WAGE $27.19 $29.65 $30 09 $29 65 $27 19 $29 65 $29 29 $29.29 $29.29 $29 65 $30 09 $30 59 $31 09 $27 19 $29 29 $29 65 $30 09 $30 59 $30 59 $29 65 $29 65 $30 09 $29 29 $29 29 $29 65 $277 19 $29 29 $29 65 $29.29 $27 19 $29 29 $27 19 $29 29 $27 19 $29 29 $29 65 $30 09 $30 59 $29 65 $29 65 $29 65 $29 65 $29 29 $30 09 $27 19 $27 19 $29 65 $29 29 (See Benefit Code Key) Over Time Holiday Note Code Code Code 1N 5D 8L 1N 5D 8L 1N 5D 8L 1N 5D 8L 1N 50 8L 1N 5D 8L 1N 5D 8L 1N 50 8L 1N 5D 8L 1N 5D 8L 1N 5D 8L 1N 5D 8L 1N 5D 8L 1N 50 8L 1N 5D 8L 1N 5D 8L 1N 5D 8L 1N 50 8L 1N 50 8L 1N 5D 8L 1N 513 8L 1N 5D 8L 1N 5D 8L 1N 5D 8L 1N 50 8L IN 5D 8L 1N 50 8L 1N 5D 8L 1N 50 8L 1N 50 8L 1N 5D 8L 1N 5D 8L 1N 50 8L 1N 5D 8L 1N 5D 8L 1N 50 8L 1N 50 8L 1N 5D 8L 1N 513 8L 1N 50 8L 1N 5D 8L 1N 50 8L 1N 513 8L 1N 50 8L 1N 50 8L 1N 5D 8L 1N 50 8L 1N 5D 8L Classification POSTHOLE DIGGER, MECHANICAL POWER PLANT PUMPS, WATER QUAD 9, D -10, AND HD-41 REMOTE CONTROL OPERATOR ROLLAGON CLALLAM COUNTY Effective 03 -05 -97 Page 6 (See Benefit Code Key) Over PREVAILING Time Holiday Note WAGE Code Code Code $27 19 $27 19 $27 19 $30 09 $30 09 $30 09 ROLLER, OTHER THAN PLANT ROAD MIX $27.19 ROLLERS, PLANTMIX OR MULTILIFT MATERIALS (COMPOSITION $29.29 MATERIALS) ROTO -MILL, ROTO GRINDER $29 65 SAWS, CONCRETE $29 29 SCRAPERS, CONCRETE AND CARRY ALL $29 29 SCRAPERS, SELF PROPELLED UNDER 45 YD) $29 65 SCRAPERS, SELF PROPELLED (45 YD AND OVER) $30 09 SCREED MAN $29 65 SHOTCRETE GUNITE $27 19 SHOVELS, (3 YD UNDER) $29 65 SHOVELS, OVER 3 YD AND UNDER 6 YD) $30 09 SHOVELS, (6 YD AND OVER WITH ATTACHMENTS) $30 59 SLIPFORM PAVERS $30 09 SPREADER, TOPSIDE OPERATOR BLAW KNOX $29 29 SUBGRADE TRIMMER $29 65 TRACTORS, (75 HP UNDER) $29 29 TRACTORS (OVER 75 HP) $29 65 TRANSPORTERS ALL TRACK OR TRUCK TYPE $30 09 TRENCHING MACHINES $29 29 TRUCK CRANE OILER /DRIVER UNDER 100 TON) $29 29 TRUCK CRANE OILER /DRIVER (100 TON OVER) $29 65 WHEEL TRACTORS, FARMALL TYPE $27 19 YO YO PAY DOZER $29 65 POWER EQUIPMENT OPERATORS- UNDERGROUND SEWER WATER ALL CLASSIFICATIONS $19 85 1 POWER LINE CLEARANCE TREE TRIMMERS JOURNEY LEVEL IN CHARGE $25 15 4A 5A LINE CLEARANCE EQUIPMENT OPERATOR $23 44 4A 5A SPRAY PERSON $23 09 4A 5A TREE TRIMMER $22 31 4A 5A TREE TRIMMER GROUNDPERSON /CHIPPER OPERATOR $16 25 4A 5A REFRIGERATION AIR CONDITIONING MECHANICS MECHANIC $27 68 1 RESIDENTIAL BRICK MARBLE MASONS JOURNEY LEVEL $29 37 1N 5A RESIDENTIAL CARPENTERS JOURNEY LEVEL $15 35 1 RESIDENTIAL CEMENT MASONS JOURNEY LEVEL $18 00 1 RESIDENTIAL DRYWALL TAPERS JOURNEY LEVEL $21 05 1 RESIDENTIAL ELECTRICIANS JOURNEY LEVEL $15 94 1 1N 50 8L 1N 50 8L 1.N 50 8L 1N 50 8L 1N 50 8L 1N 5D 8L 1N 5D 8L 1N 5D 8L 1N 5D 8L 1N 5D 8L 1N 5D 8L 1N 5D 8L 1N 50 8L 1N 5D 8L 1N 50 8L IN 50 8L 1N 50 8L 1N 5D 8L 1N 5D 8L 1N 5D 8L 1N 5D 8L 1N 5D 8L 1N 5D 8L IN 50 8L IN 50 81. 1N 5D 8L 1N 5D 8L 1N 5D 8L 1N 5D 8L 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 r 1 Classification CLALLAM COUNTY Effective 03-05 -97 Page 7 PREVAILING WAGE RESIDENTIAL GLAZIERS JOURNEY LEVEL $10 00 1 RESIDENTIAL INSULATION APPLICATORS JOURNEY LEVEL 86 1 RESIDENTIAL LABORERS JOURNEY LEVEL $8.44 1 RESIDENTIAL PAINTERS JOURNEY LEVEL $2219 1 RESIDENTIAL PLUMBERS PIPEFITTERS JOURNEY LEVEL $16 97 1 RESIDENTIAL REFRIGERATION AIR CONDITIONING MECHANICS JOURNEY LEVEL $35.81 1A 5A RESIDENTIAL SHEET METAL WORKERS JOURNEY LEVEL $16 25 1 RESIDENTIAL SOFT FLOOR LAYERS JOURNEY LEVEL $10 88 1 RESIDENTIAL SPRINKLER FITTERS (FIRE PROTECTION) JOURNEY LEVEL $26 68 1R 51 ROOFERS JOURNEY LEVEL $26 80 1R 5A USING IRRITABLE BITUMINOUS MATERIALS $29 80 1R 5A SHEET METAL WORKERS JOURNEY LEVEL $33 77 1J 5A SIGN MAKERS INSTALLERS (ELECTRICAL) JOURNEY LEVEL $19 29 1 STOCK PERSON $10 39 1 SIGN MAKERS INSTALLERS (NON ELECTRICAL) JOURNEY LEVEL $1215 1 SOFT FLOOR LAYERS JOURNEY LEVEL $10 88 1 SOLAR CONTROLS FOR WINDOWS JOURNEY LEVEL $10 31 1B 50 SPRiNKLER FITTERS (FIRE PROTECTION) JOURNEY LEVEL $26 41 1 STAGE RIGGING MECHANICS (NON STRUCTURAL) JOURNEY LEVEL $13 23 1 SURVEYORS CHAIN PERSON $9 35 1 INSTRUMENT PERSON $11 40 1 PARTY CHIEF $13 40 1 TELEPHONE LINE CONSTRUCTION OUTSIDE CABLE SPLICER $21 53 2B 5A HOLE DIGGER /GROUND PERSON $11 55 2B 5A INSTALLER (REPAIRER) $20 59 2B 5A JOURNEY LEVEL TELEPHONE LINEPERSON $19 95 2B 5A SPECIAL APPARATUS INSTALLER I $21 53 2B 5A SPECIAL APPARATUS INSTALLER 11 $21 07 2B 5A TELEPHONE EQUIPMENT OPERATOR (HEAVY) $21 53 2B 5A TELEPHONE EQUIPMENT OPERATOR (LIGHT) $19 95 2B 5A TELEVISION GROUND PERSON $10 90 2B 5A TELEVISION LINEPERSON $14 87 2B 5A (See Benefit Code Key) Over Time Holiday Note Code Code Code Classification TELEVISION SYSTEM TECHNICIAN TELEVISION TECHNICIAN TREE TRIMMER TERRAZZO WORKERS TILE SETTERS JOURNEY LEVEL TILE, MARBLE TERRAZZO FINISHERS FINISHER TRAFFIC CONTROL STRIPERS JOURNEY LEVEL TRUCK DRIVERS DUMP TRUCK DUMP TRUCK TRAILER OTHER TRUCKS TRANSIT MIXER WELL DRILLERS IRRIGATION PUMP INSTALLERS IRRIGATION PUMP INSTALLER OILER WELL DRILLER CLALLAM COUNTY Effective 03 -05 -97 Page 8 PREVAILING WAGE $17.91 2B 5A $16 00 2B 5A $19 95 .2B 5A $28.08 1N 5A $2316 1N 5A $22.79 1K 5A $16 27 $28 19 $18 27 $17 66 $11 60 1 $9 45 1 $11 60 1 (See Benefit Code Key) Over Time Holiday Note Code Code Code 1 1M 5D 8L 1 1