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Home My WebLink About4.510 Original Contract </.5/D RECEIVED SEP 23 2005 MICHELS POWER PROJECT MANUAL for ELECTRIC UNDERGROUND REBUILD - ELWHA LINE PHASE 3 PROJECT NO. 02-11 C CITY OF PORT ANGELES WASHINGTON AUGUST 2005 GLENN A. CUTLER, P.E., DIRECTOR OF PUBLIC WORKS & UTILITIES GARY W. KENWORTHY, P.E., DEPUTY DIRECTOR OF ENGINEERING SERVICES For Information regarding this project, contact. James L Harper City of Port Angeles Electrical Englneenng Manager (360) 417-4702 ,... PROJECT MANUAL TABLE OF CONTENTS Electric Underground Rebuild Elwha Lme Phase 3 Project # 02-11 C PART I BIDDING REQUIREMENTS Vicinity Map. ..... ...... .... ..................... ......................... . . ... ...... ... . ..... .... ................... 1-1 Advertisements for Bids. . . .... ... ...... ............................................ ....... ...... .... ............... 1-2 Information for Bidders. ........ . ..... ... . .... . .. ............. ................... ...... . . . . . . . ... .. ... ... ............ 1-3 Bidders' Checklist.......... .... ... ... . . . .... . ... . . .... .. ...................... . . ... . ....... .... . ........ ............1-4 Non-Collusion Affidavit ...... ....... ...... ......................................... ........ ...............................1-5 Bidders's Construction Expenence ................................. ......... . ........ ....................................... .. 1-6 List of Proposed Subcontractors .............................. ..... . ...... .............................. ...... ..... . . ..... ... 1-7 Bid Forms ................................ ............. ................... . . . ........................ ... .. . ... . . . . ... .... .. 1-8-10 Bid Bond. ... . ...... .............................................................. . . ... ....... ..................................... . . .. 1-11 PART IICONTRACT FORMS SUBMITTED FOllOWING AWARD OF CONTRACT Contract. ...................... ....... .. .............................. ..... . ... . . . ... . . . ... . ........ ...........2-1-5 Performance and Payment Bond .... . ............................ ..................... . ...... .............. ...........2-6 Statement of Intent to pay Prevailing Wages ......................... . . . . . . . rNA Dept of Labor & Industries] PART III SPECIAL PROVISIONS Special Provisions .......................................................... . ... ............. ....................................... ...3-1-2 ATTACHMENT A: STATE PREVAILING WAGE RATES (9 pages) CONSTRUCTION CHANGE ORDER FORMS (4 pages) APPLICATION FOR PAYMENT (3 pages) CONSTRUCTION SPECIFICATIONS (13 pages) CONSTRUCTION STANDARDS (10pages) CABLE TAGS & PUll TENSION ATTACHMENT B: ATTACHMENT C: ATTACHMENT D: ATTACHMENT E: ATTACHMENT F: ATTACHMENT G: PROJECT PLANS - ElWHA LINE PHASE 3 (5 sheets) PART 1 BIDDING REQUIREMENTS ELECTRIC UNDERGROUND REBUILD ELWHA LINE PHASE 3 Project No 02-11 C City of Port Angeles Sealed bids will be receIved by the Director of Public Works & Utilities at 321 East Fifth Street, P. O. Box 1150, Port Angeles, Washington 98362, until 3 00 pm, Tuesday September 6, 2005, and not later, and will then and there be opened and publicly read at that time in the Public Works Conference Room at City Hall for the construction of the following improvements: The project to be bid is for labor and equipment for the replacement of direct buried underground 15kV cables with new underground cables In conduIt. The City's Engineer estimates this project will not exceed $200,000. The time of completion (performance period) for this Project is 120 working days. To view detailed plans and specifications (Project Manual), go to www.bxwa.com on the internet, or contact the BUIlders Exchange of Washington at 425-258-1303 The Project Manual may be obtained from the office of the Electrical Engineering Manager, City of Port Angeles, upon payment of a non-refundable fee of $50 00. Informational copies of maps, plans and specifications are on file for inspection in the office of the Electrical Engineering Manager [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 a cashier's check, postal money order, or 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, address, contact and phone number, 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 the Contract and furnish satisfactory performance bond within the time stated In the Information for Bidders, the bid deposit shall be forfeited to the City of Port Angeles. Faxed bids and/or surety bonds will 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 gender, 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 bid may be awarded to the lowest responsible bidder. The City of Port Angeles reserves the right to accept bids and award the Contract to responsible bidders which are in the best interest of the City, to postpone the acceptance of bids and the award of the Contract for a period not to exceed sixty (60) days, or to reject any and all bids received and further advertise for bids. When awarded the Contract, the successful bidder shall promptly execute the Contract and shall furnish a bond of faithful performance of the Contract in the full amount of the Contract price. 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 Director of Public Works & Utilities, City of Port Angeles, 321 East Fifth Street, P O. Box 1150, Port Angeles, Washington 98362. Glenn A. Cutler, P.E. Director of Public Works & Utilities Publish' Peninsula Daily News [August 14 & August 21, 20051, Dally Journal of Commerce [July 15, 2005] Copy to. NPBA ADVERTISEMENT FOR BIDS 1-2 INFORMATION FOR BIDDERS 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 Part I of the Project Manual. 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. In addition, all other forms included in Part I shall be filled out and completed, including any addendum(s), 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 execution of the Contract, unless the award is delayed for a period exceeding sixty (60) calendar days. A conditional or qualified bid will not be accepted. Subject to the City's right to reject non conforming bids and to reject all bids, the bid award may be made to the lowest responsible bidder. The work Will begin within ten (10) calendar days after notice to proceed from the Director of Public Works & Utilities 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. 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, contact phone, 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 deposit accompanYing the bid shall become the property of the Owner. The Owner, Within ten (10) calendar days of receipt of the acceptable Performance and Payment Bond and the Contract signed by the party to whom the Contract was awarded, will 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 Will be effective upon receipt of the notice by the Owner. The notice to proceed Will 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. 1-3 BIDDER'S 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 Subcontractors that you will use for the project? 9 Have you filled out the bidder's construction experience form? The followmg 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. contact and phone number, and address of surety and power of attorney of sianatorv C. Insurance certlflcate(s). 1-4 NON-COLLUSION AFFIDAVIT STATE OF WASHINGTON) ) COUNTY OF KING ) 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. ~~. ...~-~ 19na ~ of Bidder/Contractor Subscribed and sworn to before me this 2ria day of September , 2005. My Comm. Exp.: 8/29/08 ,.....'""',,,\, l _---..:~:~~~.~, Sll\ .: ,.' \-11\8510 ", ~O II !' ..'o~ /V ". ?::. " , :(j NO"" ~" (: ~ :.- 1-1 -o..tn~ .-,' '" .)>, -':...( ~ :; \/) : ~. r:IJ : ~ " -1. /Of ~ rn: ~ ~ ~ " ~&L.IC 0.: ~ '(0'0' .: II' ','';> ..':: I, n^ " ~'08 ..... _, .:- " i1 . ..... 0'--. '1(1 v"'iSHING'\ ..--- l \ \.\\ \."....."",......' Notary Public in and for the State of Washington. Residing at Bothell 1- 5 BIDDER'S CONSTRUCTION EXPERIENCE Answer all questions and provide clear and comprehensive information. 1. Name of bidder: Michels Power. a division of Michels Corporation Registration No. MTr.HF.r.*qqq TR 2. Permanent main office address: 6725 116th Ave. NE, Suite 200 Kirklal id. WA 98033 3. When organized: 1945 4. Where incorporated: Wisconsin 5. How many years have you been engaged in the contracting business under your present firm name? One 6. * Contracts on hand. (Schedule these, showing gross amount of each contract and the approximate anticipated dates of completion), contact name and phone number. See attached 7. * General character of work performed by your company: Overhead arid Underground Power Line Construction and Repair 8. * Have you ever failed to complete any work awarded to you? No 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 approximate cost for each, the month and year completed, contact name and phone number. See attached 11. * List your major equipment available for this contract: See attached 12. * Experience of bidder in construction similar to this project in work and importance: See attached 13. Will you, upon request, fill out a detailed financial statement and furnish any other information that may be required by the City? Yes * Add separate sheets if necessary. The undersigned hereby authorizes and requests any person, firm or corporation to furnish any information requested by the City of Port Angeles. Date: 9/2/05 L2(1~& A. ~ Bidder'~gtt~re Print Name: John A. Brown -- Title: Operations Manager 1- 6 =$it POWER MICHELS POWER 11711 Northcreek Parkway S. . SUite 0-103 . Bothell, WA 98011 PO Box 808 . Bothell, WA 98041-0808 425485.7908 . Fax 425.485.3418 www.michels.us City of Port Angeles Elwha Rebuild Stage 3 Bid Call 02-11 Contracts on hand: Snohomish County PUD SR 9 Relocation, Phase 2 Completion Date: Mid November 2005 Contact: Ed Pride 425-783-4748 Wasco Electric Cooperative Klondike to Reid Tie Line Completion Date: Mid December John Burgess 541-296-2740 Grays Harbor PUD Hoquiam Powell Rd 115kV Line Construction Completion Date: Mid November Dan Reed 360-538-6345 Turlock Irrigation District Dock Crew Completion Date: Ongoing Contact: Wade Cockre11209-883-8335 "BUILDING AMERICA, CHANGING THE WORLD" BROWNSVILLE, WI . SEATTLE, WA . MILWAUKEE, WI . HARRISBURG, PA . NEENAH, WI . TOPEKA, KS GREEN BAY, WI . EDMONTON, AB . PHOENIX, AZ . BURNSVILLE, MN . SALEM, OR . WOODLAND, CA "AN EQUAL OPPORTUNITY EMPLOYER" =~ POWER MICHELS POWER 6725 116th Ave. NE, Ste 200 . Kirkland, W A 98033 Phone: 425-952-6235 . Fax: 425-952-6244 Partial List of References COMPANY CONTACT PHONE NUMBER ABB Tom Luongo 919-856-2372 PO Box 27675 Raleigh, NC 27675 Alliant Energy Jim Wright 608-842-1744 6462 Blanchar's Crossing Windsor, WI 53598-9650 American Transmission Company John McNamara, P.E. 262-506-6802 N19 W23993 Ridgeview Pkwy. W. Waukesha, WI 53187-0047 Blaine, City of Sandy Peterson 360-332-8820 1200 Yew A venue Blaine, W A 98230 Clark Public Utilities Don LiDrazzah 360-992-8877 1200 Fort Vancouver Way Daryl Vietenhelmer 360-992-8829 Vancouver, WA 98668 Dairyland Power Company Rick Willenberg 608-787-1421 3200 East Avenue South LaCrosse, WI 54602-0817 Grays Harbor PUD Dick Fuher 360-538-6345 PO Box 480 Aberdeen, W A 98520 Kaukauna Utilities Bruce Gomm 920-766-5721 777 Island Street PO Box 1777 Kaukauna, WI 54130-7077 "AN EQUAL OPPORTUNITY EMPLOYER" ) -L\r.H4-~ =~ POWER MICHELS POWER 6725 116th Ave. NE, Ste 200 . Kirkland, W A 98033 Phone: 425-952-6235 . Fax: 425-952-6244 Lewis County PUD Neil Permerl 360-748-9261 PO Box 330 Chehalis, W A 98532 Mason County PUD No.1 Willie Pierce 360-877 -5249 N. 21971 Hwy 101 Shelton, W A 98584 McMinnville Water & Light Patnck Qwnn 503-472-6158 PO Box 638 McMinnville, OR 97128 Minnesota Power Russ Mattson 218-722-5642 x2976 30 W Superior St Duluth, MN 55802 Port Angeles, City of JIm Harper 360-417 -4702 PO Box 1150 Port Angeles, W A 98362 Puget Sound Energy Brenda Wagner 425-462-3931 805 156th Ave. NE Bellevue, WA 98009 Rice Lake UtilitIes Scott Reimer 715-234-7004 320 W. Coleman Street Rice Lake, WI 54868 Reedsburg Utilities Jerry Dorrow 608-524-4381 201 Utility Court Box 230 Reedsburg, WI 53959 Theda Clark Hospital Cliff Schneider 920-729-3049 130 Second Street PO Box 2021 Neenah, WI 54957 "AN EQUAL OPPORTUNITY EMPLOYER" -L"CHe~ =~ POWER MICHELS POWER 6725 116th Ave. NE, Ste 200 . KIrkland, W A 98033 Phone: 425-952-6235 . Fax: 425-952-6244 Turlock Irrigation District PO Box 949 Turlock, CA 95381 Greg Tucker 209-883-8410 UPPCO 18494 East Canal Road PO Box 130 Houghton, MI 49931-0130 Bill Nelson 906-483-4576 Wakefield Electric City Hall 311 Sunday Lake Street Wakefield, MI 49968 John Granato 906-224-9871 Wisconsin Electric Power Co. 333 West Everett Street Milwaukee, WI 53201-2046 Bob Owens 414-221-3646 Wisconsin Public Service 700 North Adams Street Green Bay, WI 54307-9001 Dave Valine 920-433-1611 XCEL 414 Nicolet Mall, 8th Floor Minneapolis, MN 55401 Steve Dear 612-337-2137 "AN EQUAL OPPORTUNITY EMPLOYER" :fit POWER MICHELS POWER 6725 116th Ave. NE, Ste 200 . Kirkland, W A 98033 Phone: 425-952-6235 . Fax: 425-952-6244 Representative List of Transmission/Distribution Projects Company Transmission / Distribution Line Projects Alliant Energy Nevada - Colo Iowa 69 kV TransmissIOn Line - 17 Miles 138kV TransmIssion Lme - 20 Miles Lyon to Ellsworth American Transmission Company 69 kV Wood Pole Replace ManIstIque, MI (Energtzed) *ManIstique Glen Jenks to Indian Lake Pulliam Plant work, sWItches, foundatIOn Russell- JaneSVllle X21 WhItewater 138 kV H-frame RebUIld *WI Dells to Mauston YI0l 69 kV PardeevIlle to Cambna 69 kV X31 Reconductor 138 kV - 22 miles Forest Junction 138 kV Double CirCUIt Rebuild SaukvIlle Double Circuit RebUIld Forest Junction - Rock SS 138kv TransmissIOn Line - 12 Miles Forest Junction - 138kV Transmission Line - 11 Miles SaukvIlle to GrandvIlle ObI Ckt 138kV TransmISSIOn Line - 18 MIles Rock S.S. - Green Bay ObI Ckt 138kV TransmiSSIOn Line - 14 MIles 138kV TransmIssIOn Line - 16 MIles 138kV TransmIssIOn Lme - 20 MIles 138kV TransmIssIOn Line - 8 MIles Clark County P.ll.D. *OH RebUIld and ReconstructIon *OH Rebuild and RelocatIOn *115kV TransmIssion RebUIld and Reconductor Install Duct System & J-Boxes 12.5 kV Overhead DIstnbution Lme RebUIld 12.5 kV Overhead DIstrIbution Lme RebUIld Install Dnlled PIer FoundatIOn & Steel Poles Dairyland Power Company Abbottsford 69/69 kV TransmissIOn Line - 25 MIles Mauston 69kV TransmIssion Line - 31 Miles Grays Harbor P. ll.D *12.5kV dIstributIOn; 115kV transmIssIOn, mcludmg dnlled pIer foundatIOns & fIber optic cable *Plowmg pnmary cable *4kV to 12.5kV conversion "AN EQUAL OPPORTUNITY EMPLOYER" -.L\CH~.( ;~ POWER MICHELS POWER 6725 116th Ave. NE, Ste 200. Kirkland, W A 98033 Phone: 425-952-6235 . Fax: 425-952-6244 12kV UG Feeder DirectIOnal drIlling Kaukauna Utilities Underground DIstrIbution T&E DIstribution Work Lewis County P.U.D. 69 kV Rebuild wi 12 kV Underbuild Mason County P.U.D. Overhead Rebuild Overhead Rebuild Main TIe Feeder Madison Gas & Electric Gold Drive Cable Replacement Marshfield Electric DistributIOn OH Menasha Utilities Fox Street Oconto Electric Overhead DIstrIbution RebUIld Pacific County P.U.D. UG PrImary Cable Plow People's Coop Overhead DIstributIon Rebuild Port An~eles, City of Install Underground Cable Feeder Puget Sound Energy *115kV TransmIssion re-route wIth underbuild 10.5 miles U G Feeder ExtenSIOn OH to UG ConverSIOn OH to UG ConverSIOn UG Feeder Extension OH RebUIld And Reconductor Blanket Contract- DistributIOn & TransmIssion Reedsburg Utility Muni Substations Riverland Energy BrIce Double CirCUIt PIgeon Falls Stoughton Utilities *Overhead DistributIOn RebUIld Turlock Irrigation District *Dock work 17 MIles of 115kV TransmISSIOn and 12kV DIstribution Includmg Foundations 12k V Double and Smgle CirCUIt ConstructIOn - 3 mIles Construction of 15 mIles of 0 H Fiber OptICS Wasco Electric Coop 7.2 kV DistrIbutIOn Line RebUIld WE Energies Underground DistrIbutIOn Overhead DIstrIbution White water 138 kV TransmIssion Lme Badger to ClintonvIlle 138kV TransmISSIOn Line - 8 MIles Underground DIstrIbution (Annual Contract) DistrIbution varIOUS *URD WI Public Service Oshkosh Cable Replacement "AN EQUAL OPPORTUNITY EMPLOYER" .-t..\CHe~ :M POWER MICHELS POWER 6725 116th Ave. NE, Ste 200. KIrkland, W A 98033 Phone: 425-952-6235 . Fax: 425-952-6244 345 kV Structure Replacement Waupaca Abbottsford 138kV TransmISSIOn Line - 18 MIles Wausau 138kV TransmIssion Line - 20 MIles StIles/Cnvitz Reconductor 69/69 kV TransmISSIOn - 32 Miles Dbl Ckt StIles 138kV TransmiSSIOn Lme - 4 MIles XCEL Energy *Overhead DIstribution RebUIlds Alma to GoodvIew 69kV TransmiSSIOn Line - 22 MIles Ashland to Hayward 161 kV Transmission Line - 52 MIles Eau Claire 69 kV TransmIssion Lme - 8 Miles (Helicopter) Rockelm to Redwing 138 kV H Frame TransmIssion Line - 11 Miles * IN PROGRESS PrOjects ongomg are propnetary and subject to confidentlahty and nonmscIosure agreements contained m those contracts. Therefore, we may not mscIose some of the speCifiC mformatlOn you have requested. "AN EQUAL OPPORTUNITY EMPLOYER" =~ POWER MICHELS POWER 11711 Northcreek Parkway S. . Suite 0-103 . Bothell, WA 98011 PO Box 808 . Bothell, WA 98041-0808 425.485.7908 . Fax 425.485.3418 www.michels.us This list is comprised of equipment owned by Michels Corporation and available for any project. Description Dump Trucks Pick-up Trucks Truck Tractors with Fifth Wheel Equipments, Pole, Pipe and Tool Trailers Trucks With Mounted Cranes, Ladders or Buckets Flatbed Utility Trucks Trucks With Mounted Winches Trenching and Ditching Machine some With Mounted Plows Graders Trailer Type Cable Plows and Crushing and Related Equipment Self-Propelled Rollers and Trailer Rollers Portable Power Compactors Hydraulic Backhoes, Cable Backhoes and Cable Cranes Crawler Tractors, Front End Loaders, Wheel Cable Plows and Crawler Tractors with Mounted Plows Wheel Type Tractors with Mounted Front End Loaders and Backhoes Self-propelled Power Hammers/Concrete Breakers Wheel Tractors with Mounted Sweepers or Various Little Cable Tools Wheel and Crawler Tractors With Side Booms Auger Backfilling Machines Air Compressors HOrizontal Earth Boring Equipment TOTAL VALUE OF OWNED EQUIPMENT All equipment purchased between 1990 and 2005 "BUILDING AMERICA, CHANGING THE WORLD" Quantity 121 72 43 283 109 64 6 67 5 138 15 62 30 Appraised Market Value $2,700,000.00 $601,500.00 $1,800,000.00 $1,050,000.00 $3,815,000.00 $498,500.00 $90,000.00 $1,474,000.00 $280,000.00 $8,400,000.00 $39,000.00 $11,300.00 $2,100,000.00 137 103 16 31 15 11 97 55 $7,535,000.00 $2,369,000.00 $161,000.00 $236,000.00 $350,000.00 $16,500.00 $550,000.00 $8,250,000.00 $42,326,800.00 BROWNSVILLE, WI . SEATTLE, WA . MILWAUKEE, WI . HARRISBURG, PA . NEENAH, WI . TOPEKA, KS GREEN BAY, WI . EDMONTON, AB . PHOENIX, AZ. . BURNSVILLE, MN . SALEM, OR . WOODLAND, CA "AN EQUAL OPPORTUNITY EMPLOYER" LISTING OF PROPOSED SUBCONTRACTORS Bidder shall list all subcontractors proposed to be used on the project. FAILURE TO LIST SUBCONTRACTORS SHALL BE CONSIDERED TO BE A NON-RESPONSIVE BID. If there are no subcontractors, write "NO SUBCONTRACTORS WILL BE USED". NO SUBCONTRACTORS WILL BE USED o erations Manager 1-7 BID FORM Honorable Mayor and City Council Port Angeles City Hall 321 East Fifth Street Port Angeles, WA 98362 BIDDER: Michels Power, a diVe Of Michels REGISTRATION NO. Corp. MICHEC*999JB DATE: The undersigned, hereinafter called the bidder, declares that the only person(s) interested in this 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 plans, specifications, and contract documents, hereinafter referred to as the Project Manual, for the construction of the proposed project improvement(s); that it has personally inspected the site(s); that it has satisfied itself as to the types and quantities of materials, the types of equipment, the conditions of the work involved, including the fact that the description of and the quantities of work and materials, the types of equipment, the conditions of and the work involved as included herein, are brief and are intended only to indicate the general nature of the work and to identify the said quantities with the corresponding requirements of the Project Manual; and that this bid is made in accordance 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 of surface information and has utilized all data which it believes is pertinent from the City Engineer, hereinafter also referred to as the City or Owner, and such other source of information as it determined necessary in arriving at its conclusion. The bidder further certifies that the subcontracting firms or businesses submitted on the listing of proposed subcontractors will be awarded subcontracts for the described portions of the work: If the bidder is awarded a construction contract on this bid, the name and address of the surety who will provide the performance bond is: CNA Surety Surety W~ihl~ &. r.Rhill Agent CNA Plaza, Chicago IL 60635 Surety address 2300 Cabot Dr., Ste 100. Lisle 11 60533 Agent Address 630-245-4602 Surety Contact and Phone Number 630-245-4600 Agent Contact and Phone Number 1-8 BID FORM BID FORM ELWHA REBUILD (STAGE 3) PROJECT 02-11 No. BID ITEM UNITS BID LABOR & EQUIP. ITEM COST QTY COST PER UNIT INSTALLS 1 Trenchinq and Backfill Feet 5400 14.00 75,600.00 2 Conduit 5" PVC Feet 10800 1.25 13,500.00 3 Conduit 4" PVC Feet 5400 1.00 5,400.00 4 U 3 04 (Sectionalizing Cabinet and Vault) Each 6 2,800.00 16,800.00 5 Install Vault Each 8 3,000.00 24,000.00 6 Cable Circuit ft 5600 4.25 23,800.00 7 U 3 02 (Termination Three Phase UnderQround) Each 2 3,200.00 6,400.00 8 Backfill Man Hole Each 3 1,950.00 5,850.00 REMOVALS 1 Man Hole and Vault Lid Each 3 4,000.00 12,000.00 2 UG Riser and Terminations Each 2 1,800.00 3,600.00 " 1_.. _. ^ ^^^ ^^ oJ ; ,. v v 1..'; ,."vvv.vv J,vvv.vv Company Name: 1'1 cb~'1 a 0 ~ Michels Cprp. Authorized Signature: q, P. :... .... 1'JaIe: 9/2/05 Title: Operations MRTI!'lger 1-9 t()lIlr/(,x}c,7 C tJS r StJdroTAL COSt IJ / ero. 'lSO , .<;IJI.J~ T;u &" 3~ J 5. 5/ to , ~s To r,4L Co~r l1-tJ~ 4-6t, ~ ~ If ,v'S'~~ ./ ~ Je/...{ t:. d / I..J (;/ If"''; rI t;' . H '1 p%~ WA State Contractor License No. MICHEC*999JB Expiration Date: 4/5/06 Attached hereto is a postal money order [ l, surety bond [ xl or cashier's check [ l, drawn in favor of the City of Port Angeles, in the amount of Fivp Pprrpnr ('l'Z) nf hi n dollars ($ ), which amount is not less than five percent (5%) of the total bid price. Reassignment of the bid award shall not be permitted unless authorized in writing by the City. The Contractor warrants that he possesses adequate financial resources for the performance of the work covered by this bid and that the Contractor will provide the necessary tools, materials, equipment, a qualified superintendent and other employees as required. ADDENDA ACKNOWLEDGMENT The bidder hereby acknowledges that it has received Addenda Nos. 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 se~ed below. .... ~ -- Authorize Signature ~~k~ By: John A. Brown Title: Operationsl:Manager Address: PO Box 808 Bothell, WA 98041-0808 Phone ( a25.) 952-6235 1-10 BID BOND FORM 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 BID BOND KNOW ALL MEN BY THESE PRESENTS: Michels Power A division of Continental Casualty That we, Michels Corporation as Principal and Company as Surety, are held and firmly bound unto the CITY OF PORT ANGELES as Obligee, in the penal sum of 5..% of Amount Hi c1 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: Electric Underground Rebuild - Elwha Line Phase 3 Project No. 02-11C 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. \" III ,,\\\~ coM"'11 ~ ",~'\).,...... ..I:JO ".-: .$'~~., ". ~~ .... O!EJO!i- . - ~ ... : Cr'VRPOA-1 ". ~~ . r-A ~ - _ : " .0- ,:2= L ' ... , ... ." ~-" ,.' ~ ~ 'V':,.... 0.. ~ ~",:,.sCo NS\~ """ 111I fllI\\"\ SIGNED, SEALED AND DATED THIS Michels Power A division of Michels Corporation Principal 6th day of BY: Continental Casualty Company Surety CNA Plaza, Chicago IL 60685 Surety Address Ste 100 T.i!';lp IT, n05..1.2.- Patrick Holland 630-719-3013 Surety Contact & Telephone Number Mike W~ihl~ n10-?~S-~nnn Agent Contact & Telephone Number Dated: Received return of deposit in the sum of $ 1"11 55 STATE OF ILLINOIS COUNTY OF DUPAGE I, Melissa M. Newman Notary Public of DuPaqe County, in the State of Illinois, do hereby certify that Esther C. Jimenez, Attorney-in-Fact, of the Continental Casualty Company who ~ personally known to me to be the same person, whose name ~ subscribed to the foregoing instrument, appeared before me this day in person, and acknowledged that she signed, sealed and delivered said instrument, for and on behalf of the Continental Casualty Company for the used and purposes therein set forth. Given under my hand and notarial seal at my office in the City of Lisle, in DuPage County, this 6th day of September AD., 2005 to- ) My Commission expires: February 12, 2006 Notary Seal: "OFFICIAL SEAL" MELISSA M. NEWMAN ~otary P~blic, State of Illinois rv/y CommIssIon Expires 02/12/06 Authorizing By-Laws and Resolutions ADOPTED BY THE BOARD OF DIRECTORS OF CONTINENTAL CASUALTY COMPANY: ThIS Power of Attorney IS made and executed pursuant to and by authority of the following By-Law duly adopted by the Board of Directors of the Company. "Article IX--Execution of Documents Section 3. Appointment of Attorney-in-fact. The Chairman of the Board of Directors, the President or any Executive, Senior or Group Vice PreSIdent may, from time to time, appoint by written certificates attorneys-in-fact to act m behalf of the Company in the execution of policies of msurance, bonds, undertakmgs and other obligatory instruments of like nature. Such attorneys-in-fact, subject to the limitatIons set forth in their respectIve certIficates of authority, shall have full power to bind the Company by their signature and executIon of any such instruments and to attach the seal of the Company thererto. The Chairman of the Board of Directors, the PreSIdent or any Executive, Senior or Group Vice President or the Board of DIrectors, may, at any tIme, revoke all power and authonty previously given to any attorney-m-fact." ThIs Power of Attorney is signed and sealed by facsimIle under and by the authority of the following Resolution adopted by the Board of Directors of the Company at a meeting duly called and held on the 17th day of February, 1993. "Resolved, that the signature of the President or any ExecutIve, Semor or Group Vice President and the seal of the Company may be affixed by facsimIle on any power of attorney granted pursuant to Section 3 of Article IX of the By-Laws, and the signature of the Secretary or an ASSIstant Secretary and the seal of the Company may be affixed by facsimile to any certificate of any such power and any power or certIficate bearing such faCSImIle sIgnature and seal shall be valid and bmding on the Company. Any such power so executed and sealed and certified by certIficate so executed and sealed shall, with respect to any bond or undertaking to which it IS attached, contmue to be valid and binding on the Company." ADOPTED BY THE BOARD OF DIRECTORS OF AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA: ThIs Power of Attorney IS made and executed pursuant to and by authority of the followmg By-Law duly adopted by the Board of Directors of the Company "Article VI--Execution of Obligations and Appointment of Attorney-In-Fact Section 2. Appointment of Attorney-in-fact. The Chairman of the Board of DIrectors, the PreSIdent or any ExecutIve, Senior or Group Vice PreSIdent may, from time to time, appoint by written certificates attorneys-m-fact to act in behalf of the Company in the execution of policies of insurance, bonds, undertakings and other obligatory instruments of lIke nature. Such attorneys-in-fact, subject to the limitations set forth m their respectIve certificates of authority, shall have full power to bind the Company by their signature and execution of any such instruments and to attach the seal of the Company thereto. The President or any Executive, Senior or Group Vice President may at any time revoke all power and authority previously given to any attorney-in-fact." This Power of Attorney IS SIgned and sealed by facsimIle under and by the authonty of the followmg Resolution adopted by the Board of Directors of the Company at a meetmg duly called and held on the 17th day of February, 1993. "Resolved, that the sIgnature of the President or any Executive, Semor or Group V Ice President and the seal of the Company may be affixed by faCSImile on any power of attorney granted pursuant to SectIOn 2 of Article VI of the By-Laws, and the signature of the Secretary or an ASSIstant Secretary and the seal of the Company may be affixed by facsimile to any certificate of any such power and any power or certificate bearing such faCSImIle signature and seal shall be valid and binding on the Company. Any such power so executed and sealed and certIfied by certIficate so executed and sealed shall, WIth respect to any bond or undertakmg to which It is attached, contmue to be valid and bmdmg on the Company." ADOPTED BY THE BOARD OF DIRECTORS OF NATIONAL FIRE INSURANCE COMPANY OF HARTFORD' ThIS Power of Attorney is made and executed pursuant to and by authority of the followmg Resolution duly adopted on February 17, 1993 by the Board of DIrectors of the Company. "RESOLVED That the President, an ExecutIve Vice President, or any Senior or Group Vice President of the CorporatIon may, from trme to tIme, appoint, by wntten certIficates, Attorneys-in-Fact to act in behalf of the CorporatIOn in the execution of poliCIes of insurance, bonds, undertakings and other obhgatory mstruments of like nature. Such Attorney-in-Fact, subject to the lImItations set forth in their respective certIficates of authority, shall have full power to bmd the Corporation by theIr signature and execution of any such instrument and to attach the seal of the Corporation thereto. The PreSIdent, an Executive VIce PreSIdent, any Semor or Group Vice President or the Board of Directors may at any time revoke all power and authority previously given to any Attorney-in-Fact." This Power of Attorney is signed and sealed by facsimIle under and by the authority of the following ResolutIon adopted by the Board of Directors of the Company at a meetIng duly called and held on the 17th day of February, 1993. "RESOLVED. That the signature of the President, an Executive Vice President ot any Semor or Group Vice President and the seal of the CorporatIon may be affixed by facsimile on any power of attorney granted pursuant to the Resolution adopted by this Board of DIrectors on February 17, 1993 and the signature of a Secretary or an Assistant Secretary and the seal of the Corporation may be affixed by faCSImile to any certIficate of any such power, and any power or certificate beanng such facsunile signature and seal shall be valid and binding on the CorporatIon. Any such power so executed and sealed and certIfied by certificate so executed and sealed, shall with respect to any bond or undertaking to which it is attached, contmue to be vahd and bmding on the Corporation." POWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY-IN-FACT Know All Men By These Presents, That Continental Casualty Company, an IllinOis corporation, National Fire Insurance Company of Hartford, a Connecticut corporatIon, and American Casualty Company of Readmg, Pennsylvama, a PennsylvanIa corporatIon (herein called "the CNA Compames"), are duly organized and eXIsting corporatIOns having their principal offices m the City of Chicago, and State of Illinois, and that they do by virtue of the sIgnatures and seals herein affixed hereby make, constItute and appoint William P Weible, Molly M Moran, William Cahill, Kimberly Sawicki, Deborah Buss, Patricia J Kenis, Kimberly K Libers, Melissa Newman, Karen A Ryan, Esther C Jimenez, Individually of Lisle, IL, theIr true and lawful Attorney(s)-in-Fact with full power and authonty hereby conferred to sign, seal and execute for and on their behalf bonds, undertakings and other obligatory instruments of sImilar nature - In Unlimited Amounts - and to bind them thereby as fully and to the same extent as if such instruments were signed by a duly authonzed officer of theIr corporatIOns and all the acts of saId Attorney, pursuant to the authority hereby given is hereby ratified and confirmed. This Power of Attorney IS made and executed pursuant to and by authonty of the By-Law and Resolutions, printed on the reverse hereof, duly adopted, as mdicated, by the Boards of Directors of the corporations. In Witness Whereof, the CNA Companies have caused these presents to be signed by their Semor VIce PreSIdent and their corporate seals to be hereto affixed on this 8th day of August, 2005 OFFICIAL SEAL B.JZA PRICE WJTNf'I pwuc. 81'ATI 0# ~ tIIt~~'_ My Commission Expires September 17,2005 Continental Casualty Company National Fire Insurance Company of Hartford American Casualty Company of Reading, Pennsylvania CERTIFICATE I, Mary A. Ribikawskls, Assistant Secretary ofContmental Casualty Company, an IllInois corporation, NatIonal Fire Insurance Company of Hartford, a ConnectIcut corporation, and Amencan Casualty Company of Readmg, Pennsylvania, a Pennsylvania corporation do hereby certify that the Power of Attorney herein above set forth IS stIll m force, and further certify that the By-Law and Resolution of the Board of DIrectors of the corporations pnnted on the reverse hereof is still in force. In testImony whereof! have hereunto subscribed my name and affixed the seal of the said corporations thIS 6th day of September 2005 . Form F6853-1l/2001 Continental Casualty Company National Fire Insurance Company of Hartford American Casualty Company of Reading, Pennsylvania (2~ kis Assistant Secretary NOTICE In accordance with the Terrorism Risk Insurance Act of 2002, we are provIdmg thIS disclosure notice for bonds and certain insurance polIcIes on which one or more of the Writing Companies identified below is the surety or insurer. To principals on bonds and insureds on certam insurance policies written by anyone or more of the following companies (collectively the "Writing Companies") as surety or insurer: Western Surety Company, Universal Surety of America, Surety Bonding Company of America, Continental Casualty Company, National Fire Insurance Company of Hartford, American Casualty Company of Reading, P A, The Firemen's Insurance Company of Newark, NJ, and The Continental Insurance Company. DISCLOSURE OF PREMIUM The premium attributable to coverage for terrorist acts certified under the Act was Zero Dollars ($0.00). DISCLOSURE OF FEDERAL PARTICIPATION IN PAYMENT OF TERRORISM LOSSES The United States will pay mnety percent (90%) of covered terrorism losses exceeding the applicable surety/insurer deductible. Form F7310 PART 2 CONTRACT FORMS (TO BE SUBMITTED AT CONTRACT EXECUTION) PUBLIC WORKS CONTRACT ~~ D~ This Contract is made and entered into in duplicate this ~ day of~, 2005 by and between the City of Port Angeles, a non-charter code city ofthe State of Washington, hereinafter referred to as "the City", and Michels Power, a licensed electric utility construction contractor, hereinafter referred to as "the Contractor" . WITNESSETH: Whereas, the City desires to have certain public work performed as hereinafter set forth, requiring specialized skills and other supportive capabilities; and Whereas, the Contractor represents that it is qualified and possesses sufficient skills and the necessary capabilities to perform the services set forth in this Contract. NOW, THEREFORE, in consideration ofthe terms, conditions, and agreements contained herein, the parties hereto agree as follows: 1 ) Scope of Work. The Contractor shall do all work and furnish all tools, materials, and equipment in order to accomplish the following project: Electric Underground Rebuild - Elwha Line Phase 3, Project 02-11C in accordance with and as described in a) this Contract and b) the Project Manual, which include the attached plans, Specifications, Special Provisions, submittal requirements, attachments, addenda (if any), Bid Form, Performance and Payment Bond, and c) shall perform any alterations in or additions to the work provided under this Contract and every part thereof. 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, except as may otherwise be provided in the Project Manual. 2) Time for Performance and Liquidated Damages. a) Time is of the essence in the performance of this Contract and in adhering to the time frames specified herein. The Contractor shall commence work within ten (10) calendar days after notice to proceed from the City, and said work shall be physically completed within 120 working days after said notice to proceed, unless a different time frame is expressly provided in writing by the City. b) If said work is not completed within the time for physical completion, the Contractor may be required at the City's sole discretion to pay to the City liquidated damages as set forth in the Project Manual, for each and every day said work remains uncompleted after the expiration of the specified time. 3) Compensation and Method ofPavment. a) The City shall pay the Contractor for work performed under this Contract as detailed in the bid, as incorporated in the Project Manual. 2-1 b) Payments for work provided hereunder shall be made following the performance of such work, unless otherwise permitted by law and approved in writing by the City. No payment shall be made for any work rendered by the Contractor except as identified and set forth in this Contract. c) Progress payments shall be based on the timely submittal by the Contractor of the City's standard payment request form. d) Payments for any alterations in or additions to the work provided under this Contract shall be in accordance with the Request For Information (RFI) and/or Construction Change Order (CCO) process as set forth in the Project Manual. Following approval of the RFI and/or CCO, the Contractor shall submit the standard payment request formes). e) The Contractor shall submit payment requests with a completed Application for Payment form, an example of which is included in the Attachments to this Contract. This form includes a lien waiver certification and shall be notarized before submission. Applications for payment not signed or notarized shall be considered incomplete and ineligible for payment consideration. The City shall initiate authorization for payment after receipt of a satisfactorily completed payment request form and shall make payment to the Contractor within approximately thirty (30) days thereafter. 4) Independent Contractor Relationship. The relationship created by this Contract is that of independent contracting entities. No agent, employee, servant, or representative of the Contractor shall be deemed to be an employee, agent, servant, or representative of the City, and the employees of the Contractor are not entitled to any of the benefits the City provides for its employees. The Contractor shall be solely and entirely responsible for its acts and the acts of its agents, employees, servants, subcontractors, or representatives during the performance of this Contract. The Contractor shall assume full responsibility for payment of all wages and salaries and all federal, state, and local taxes or contributions imposed or required, including, but not limited to, unemployment insurance, workers compensation insurance, social security, and income tax withholding. 5) Prevailing Wage Requirements. The Contractor shall comply with applicable prevailing wage requirements of the Washington State Department of Labor & Industries, as set forth in Chapter 39.12 RCW and Chapter 296-127 WAC. The Contractor shall document compliance with said requirements and shall file with the City appropriate affidavits, certificates, and/or statements of compliance with the State prevailing wage requirements. The Washington State Prevailing Wage Rates For Public Works Contracts, Clallam County, incorporated in this Contract have been established by the Department of Labor & Industries and are included as an Attachment to this Contract. The Contractor shall also ensure that any subcontractors or agents of the Contractor shall comply with the prevailing wage and documentation requirements as set forth herein. 6) Indemnification and Hold Harmless. a) The Contractor shall defend, indemnify, and hold harmless the City, its officers, officials, employees, and volunteers against and from any and all claims, injuries, damages, losses, or lawsuits, 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 City. It is further provided that no liability shall attach to the City by reason of entering into this Contract, except as expressly provided herein. b) 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 City, its officers, officials, employees, and volunteers, the Contractor's liability hereunder shall be only to the 2-2 extent of the Contractor's negligence. It is further specifically and expressly understood that the indemnification provided herein constitutes the Contractor's waiver of immunity under Industrial Insurance, Title 51 RCW, solely for the purposes ofthis indemnification. This waiver has been mutually negotiated by the parties. The provisions of this section shall survive the expiration or termination of this Contract. 7) Insurance. The Contractor shall procure, and maintain for the duration of the Contract, insurance against claims for injuries to persons or damage to property which may arise from or in connection with the performance of the work hereunder by the Contractor, their agents, representatives, employees or subcontractors. Failure by the Contractor to maintain the insurance as required shall constitute a material breach of contract upon which the City may, after giving five working days notice to the Contractor to correct the breach, immediately terminate the Contract or at its discretion, procure or renew such insurance and pay any and all premiums in connection therewith, with any sums so expended to be repaid to the City on demand, or at the sole discretion ofthe City, off set against funds due the Contractor from the City. a) Minimum Scope of Insurance The Contractor shall obtain insurance of the types described below: i) Automobile Liability insurance covering all owned, non-owned, hired and leased vehicles. Coverage shall be written on Insurance Services Office (ISO) form CA 0001 or a substitute form providing equivalent liability coverage. If necessary, the policy shall be endorsed to provide contractual liability coverage. ii) Commercial General Liability insurance shall be written on ISO occurrence form CG 00 Oland shall cover liability arising from premises, operations, independent contractors, products- completed operations, personal injury and advertising injury, and liability assumed under an insured Contract. The Commercial General Liability insurance shall be endorsed to provide the Aggregate Per Project Endorsement ISO form CG 2503 11 85. There shall be no endorsement or modification of the Commercial General Liability insurance for liability arising from explosion, collapse or underground property damage. The City shall be named as an insured under the Contractor's Commercial General Liability insurance policy with respect to the work performed for the City using ISO additional insured endorsement CG 20 10 11 85 or a substitute endorsement providing equivalent coverage. iii) Workers' Compensation coverage as required by the Industrial Insurance laws of the State of Washington. b) Minimum Amounts of Insurance The Contractor shall maintain the following insurance limits: i) Automobile Liability insurance with a minimum combined single limit for bodily injury and property damage of $1 ,000,000 per accident. ii) Commercial General Liability insurance shall be written with limits no less than $1,000,000 each occurrence, $2,000,000 general aggregate and a $2,000,000 products-completed operations aggregate limit. c) Other Insurance Provisions The insurance policies are to contain, or be endorsed to contain, the following provisions for Automobile Liability and Commercial General Liability insurance. 2-3 i) The Contractor's insurance coverage shall be primary insurance with respect to the City. Any insurance, self-insurance, or insurance pool coverage maintained by the City shall be in excess of the Contractor's insurance and shall not contribute with it. ii) The Contractor's insurance shall not be cancelled or reduced as to coverage by either party, except after forty-five (45) days prior written notice by certified mail, return receipt requested, has been given to the City. d) Acceptability of Insurers Insurance is to be placed with insurers with a current A.M. Best rating of not less than A: VII. e) Verification of Coverage The Contractor shall furnish the City with original certificates and a copy of the amendatory endorsements, including but not necessarily limited to the additional insured endorsement, evidencing the insurance requirements of the Contractor before commencement of the work. f) Subcontractors The Contractor shall include all subcontractors as insureds under its policies or shall furnish separate certificates and endorsements for each subcontractor. All coverages for subcontractors shall be subject to all of the same insurance requirements as stated herein for the Contractor. 8) Compliance with Laws. a) The Contractor shall comply with all applicable federal, state, and local laws, including regulations for licensing, certification, and operation of facilities and programs, and accreditation and licensing of individuals, and any other standards or criteria as set forth in the Project Manual. b) The Contractor shall pay any applicable business and permit fees and taxes which may be required for the performance of the work. c) The Contractor shall comply with all legal and permitting requirements as set forth in the Project Manual. 9) Non-discrimination. The parties shall conduct their business in a manner which assures fair, equal and nondiscriminatory treatment of all persons, without respect to race, creed, color, sex, Vietnam era veteran status, disabled veteran condition, physical or mental handicap, or national origin, and, in particular: a) The parties will maintain open hiring and employment practices and will welcome applications for employment in all positions from qualified individuals who are members of the above-stated minorities. b) The parties will comply strictly with all requirements of applicable federal, state or local laws or regulations issued pursuant thereto, relating to the establishment of nondiscriminatory requirements in hiring and employment practices and assuring the service of all patrons and customers without discrimination with respect to the above-stated minority status. 10) Assignment. a) The Contractor shall not assign this Contract or any interest herein, nor any money due to or to become due hereunder, without first obtaining the written consent of the City, nor shall the Contractor subcontract any part of the services to be performed hereunder without first obtaining the consent of the City. 2-4 b) The Contractor hereby assigns to the City 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 or other event establishing the price of this Contract. In addition, the Contractor warrants and represents that each of its suppliers and subcontractors shall assign any and all such claims for overcharges to the City in accordance with the terms of this provision. The Contractor further agrees to give the City immediate notice of the existence of any such claim. 11) Contract Administration. This Contract shall be administered by.John Brown on behalf of the Contractor and by James L. Harper on behalf of the City. Any written notices required by the terms of this Contract shall be served or mailed to the following addresses: Contractor: Michels Power P.O. Box 808 Bothell, W A 98041-0808 City: City of Port Angeles P.O. Box 1150 321 East Fifth Street Port Angeles, WA 98362-0217 12) Interpretation and Venue. This Contract shall be interpreted and construed in accordance with the laws of the State of Washington. The venue of any litigation between the parties regarding this Contract shall be Clallam County, Washington. IN WITNESS WHEREOF, the parties hereto have caused this Contract to be executed the day and year fIrst set forth above. CONTRACTOR: CITY OF PORT ANGELES: Michels Power . ~~r:i By. ..x. II ... Brown ~,J)O UL Mayor Title: Operations Manager I ~p~roved as to Fo~ 'I/~. City Attorney Attest: ..6Q~~. J..)!'fhYr. City rk I 2-5 I< . PERFORMANCE and PAYMENT BOND Bond to the City of Port Angeles KNOW ALL MEN BY THeSE PRESENTS: That we, the undersigned, Michels Power, A Division of Michels Corporation _ as Principal, and a corporation, organl1;ed and existing under the laws of the State of IL . a corporation, organized and exls~ng under the laws of the State of Washington to become surety upon bonds of contractors with municipal corporatloras as ftUW~ are ~olntly and severally held and nrmly bound to the City of Port Angele8 In the penal Bum of $ SEE *-. ELO for the payment of which sum on demand we bind ourselves and our suocessors, heirs, administrators or personal representatives, as the case may be. Bond # 929378572 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 Kirkland , Washington, this 1st day of October .2005. The condltlons of the above Obligation are such that: WHEREAS, the City of Port Angeles has let or is about to lIt to the said the above bounded Principal, a certaIn contract. the said contract being numbered .Q2.11C, and providing for ElectrIc Underaround Rebuild - Elwha Line PhI" 3. (which oontract 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. thl !laid 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, Michels Power, A Division of Michels Corpor~5PtB1Pfalthfully perform all of the provisIons of said contract In the manner and within the time therein set forth, or withIn suoh extensions of time as may be grantld under saId contract. and shall pay al/ laborers, mechanIcs, subcontractors and material men, and all persons who shall supply said PrinCipal or subcontractors with provisions Bnd supplies for the carrying on of said work, and shslllndemnify and hold the City of Port Angeles harmless from any damage or expense by reason of failure of perfonnsnce 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 01 Port Angeles, then and in that event, this obligation shall be void; but otherwise, it shall be Bnd remaIn In full force and effect. SIgned this 1st day of October ,2005. ",""1111/_/ ", CO COR 'I, ~'~'V.."...... ./:)0 ///..- ~X" .." .0. ~ ..- 2.fi....c,ORPOA..q ....)7~ ~I ::~, _. "'-"'6= =: - : 2= By ~~ ~-:. :.SEA.L i 1 n . Brown ~ Ii-. ..0 ...:_ Operations Manager "....... "/SCO' 'N'.-S"\~ ,....,... T'tl 'I, \\' Ie 'ffllll\l\\\ CONTINENTAL CASUALTY COMPANY Su By Patricia J. Ke s Attorney-In-Fa Title CNA Plaza, Chicago, IL 60685 Surety Address Patrick Holland 630-719-3013 Surety Contact & Telephone Number 2300 Cabot, Ste. 100, Lisle, IL 60532 Surety Agent & Address Patricia J. Kenis 630-245-4621 Agent Contact & Telephone Number n*n ONE HUNDRED EIGHTY SIX THOUSAND NINE HUNDRED FIFTY AND NO/100 ($186,950.00) 2-6 NOTARIAL ACKNOWLEDGEMENT STATE OF ILLINOIS COUNTY OF DUPAGE On this 1 st day of Oct,ober, 2005, before me, Melissa M. Newman, Notary Public of the State and County aforesaid, residing therein, duly commissioned and sworn, personally came Patricia J. Kenis, to me known, who being by me duly sworn according to law did depose Continental Casualty Company, the corporation described in and which executed the foregoing instrument: that she knows the seal of said corporation: that it was so affixed by order of The Board of Directors of said corporation and that she signed this name thereto by like order: that she executed and delivered such instrument on behalf of said corporation as its voluntary act and deed for the uses and purposes therein mentioned. ~ ~ Notary Public "OFFICIAL SEAL" MELISSA M. NEWMA~ . Notary Public, State of illinOIS My commissIon Expires 02/12/0~ ~ POWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY-IN-FACT Know All Men By These Presents, That Continental Casualty Company, an IllinOis corporatIon, National Fire Insurance Company of Hartford, a Connecticut covrporation, and American Casualty Company of Reading, PennsylvanIa, a Pennsylvania corporation (herem called "the CNA CompanIes"), are duly organIzed and eXIstmg corporations having their principal offices in the City of Chicago, and State of Illinois, and that they do by virtue of the sIgnatures and seals herem affixed hereby make, constItute and appoint William P Weible, Molly M Moran, William Cahill, Kimberly Sawicki, Deborah Buss, Patricia J Kenis, Kimberly K Libers, Melissa Newman, Karen A Ryan, Esther C Jimenez, Individually of LIsle, IL, their true and lawful Attomey(s)-in-Fact with full power and authority hereby conferred to sign, seal and execute for and on theIr behalf bonds, undertakmgs and other obligatory mstruments of SImilar nature - In Unlimited Amounts- and to bmd them thereby as fully and to the same extent as if such mstruments were SIgned by a duly authonzed officer of their corporations and all the acts of saId Attorney, pursuant to the authority hereby given is hereby ratified and confirmed. This Power of Attorney is made and executed pursuant to and by authonty of the By-Law and Resolutions, pnnted on the reverse hereof, duly adopted, as mdicated, by the Boards of Directors of the corporations. In Witness Whereof, the CNA Companies have caused these presents to be signed by their Senior Vice President and their corporate seals to be hereto affixed on thIS 8th day of August, 2005. Continental Casualty Company National Fire Insurance Company of Hartford American Casualty Company of Reading, Pennsylvania State of IlhnOls, County of Cook, ss: On thIS 8th day of August, 2005, before me personally came MIchael Gengler to me known, who, being by me duly sworn, dId depose and say: that he reSides m the City of Chicago, State of IlhnOls; that he IS a Senior Vice PreSIdent ofContmental Casualty Company, an IllinOiS corporation, National Fire Insurance Company of Hartford, a Connecticut corporatIOn, and Amencan Casualty Company of Reading, Pennsylvania, a Pennsylvania corporation described in and whIch executed the above instrument; that he knows the seals of said corporations; that the seals affixed to the said instrument are such corporate seals; that they were so affixed pursuant to authonty gIven by the Boards of Directors of saId corporatIOns and that he signed hIS name thereto pursuant to hke authonty, and acknowledges same to be the act and deed of said corporations. OFFICIAL SEAL ELIZA PRICE .:n'M\''''''':' nATI Of IUJIIDII, IIN~~'_ My Commission Expires September 17, 2005 (i)~ Notary Public CERTIFICATE I, Mary A. Rlbikawskls, ASSistant Secretary ofContmental Casualty Company, an Illinois corporatIOn, NatIOnal Fire Insurance Company of Hartford, a Connecticut CorporatIOn, and Amencan Casualty Company of Reading, Pennsylvania, a Pennsylvania corporation do hereby certify that the Power of Attorney herein above set forth IS still m force, and further certify that the By-Law and Resolution of the Board of DIrectors of the corporations prmted on the reverse hereof is stilI m force. In testimony whereof! have hereunto subscribed my name and affixed the seal of the said corporatIOns thIS 1st day of October ,2005 . Continental Casualty Company National Fire Insurance Company of Hartford American Casualty Company of Reading, Pennsylvania a~ kis Assistant Secretary Form F6853-1l/2001 Authorizing By-Laws and Resolutions ADOPTED BY THE BOARD OF DIRECTORS OF CONTINENTAL CASUALTY COMPANY: This Power of Attorney is made and executed pursuant to and by authonty of the followmg By-Law duly adopted by the Board of Directors of the Company. "Article IX-Execution of Documents SectIon 3. Appointment of Attorney-m-fact. The Chairman of the Board of Directors, the President or any Executive, Senior or Group Vice President may, from time to time, appoint by written certificates attorneys-m-fact to act in behalf of the Company m the execution of policies of insurance, bonds, undertakings and other obligatory mstruments of like natIlre. Such attorneys-in-fact, subject to the limitations set forth in their respective certificates of authority, shall have full power to bind the Company by their slgnatIlre and execution of any such mstruments and to attach the seal of the Company thererto. The Chairman of the Board of Directors, the President or any ExecutIve, Senior or Group Vice President or the Board of Drrectors, may, at any tIme, revoke all power and authonty previously given to any attorney-in-fact." This Power of Attorney is signed and sealed by facsimile under and by the authonty of the following Resolution adopted by the Board of Directors of the Company at a meetIng duly called and held on the ]71h day of February, ]993. "Resolved, that the slgnatIlre of the President or any Executive, Semor or Group Vice President and the seal of the Company may be affixed by facsimile on any power of attorney granted pursuant to Section 3 of ArtIcle IX of the By-Laws, and the signatIlre of the Secretary or an Assistant Secretary and the seal of the Company may be affixed by facsimile to any certificate of any such power and any power or certIficate bearing such facsimile slgnamre and seal shall be valid and bindmg on the Company. Any such power so executed and sealed and certified by certificate so executed and sealed shall, with respect to any bond or undertaking to which it is attached, contInue to be valid and binding on the Company." ADOPTED BY THE BOARD OF DIRECTORS OF AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA' This Power of Attorney is made and executed pursuant to and by authonty of the following By-Law duly adopted by the Board of Directors of the Company "Article VI-Execution of Obligations and Appointment of Attorney-In-Fact Section 2. Appointment of Attorney-in-fact. The Chairman of the Board of Directors, the President or any Executive, Senior or Group Vice President may, from tIme to time, appomt by written certificates attorneys-in-fact to act in behalf of the Company in the execution of policies of msurance, bonds, undertakings and other obhgatory mstruments of like natIlre. Such attorneys-in-fact, subject to the limItations set forth in therr respectIve certificates of authority, shall have full power to bind the Company by their signatIlre and execution of any such instruments and to attach the seal of the Company thereto. The President or any Exec~tive, Semor or Group Vice President may at any time revoke all power and authority preVIOusly given to any attorney-in-fact." This Power of Attorney is signed and sealed by facsimile under and by the authority of the following ResolutIOn adopted by the Board of Directors of the Company at a meeting duly called and held on the ]7th day of February, ]993. "Resolved, that the slgnatIlre of the President or any Executive, Senior or Group VIce President and the seal of the Company may be affixed by facsimile on any power of attorney granted pursuant to SectIon 2 of Article VI of the By-Laws, and the slgnamre of the Secretary or an ASSistant Secretary and the seal of the Company may be affixed by facsimile to any certificate of any such power and any power or certificate bearing such facsImile slgnatIlre and seal shall be valid and binding on the Company. Any such power so executed and sealed and certified by certificate so executed and sealed shall, WIth respect to any bond or undertakmg to which it is attached, contInue to be valid and bmding on the Company." ADOPTED BY THE BOARD OF DIRECTORS OF NATIONAL FIRE INSURANCE COMPANY OF HARTFORD: ThIS Power of Attorney IS made and executed pursuant to and by authority of the followmg ResolutIon duly adopted on February 17, 1993 by the Board ofDrrectors of the Company. "RESOLVED' That the PreSIdent, an Executive VIce PreSIdent, or any Senior or Group Vice President of the Corporation may, from tIme to time, appoint, by written certificates, Attorneys-in-Fact to act in behalf of the CorporatIon in the execution of polIcies of insurance, bonds, undertakings and other oblIgatory mstruments of like namre. Such Attorney-in-Fact, subject to the lImitations set forth in theIr respective certIficates of authority, shall have full power to bmd the CorporatIon by therr signatIlre and executIon of any such mstrument and to attach the seal of the Corporation thereto. The PreSIdent, an Executive Vice PreSIdent, any Semor or Group VIce President or the Board of Directors may at any time revoke all power and authonty previously given to any Att~rney-m-Fact." This Power of Attorney is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of Directors of the Company at a meeting duly called and held on the 171h day of February, 1993. "RESOLVED: That the signatIlre of the President, an Executive VIce President or any Semor or Group VIce President and the seal of the CorporatIon may be affixed by facsimIle on any power of attorney granted pursuant to the Resolution adopted by this Board of Drrectors on February 17, 1993 and the signamre of a Secretary or an Assistant Secretary and the seal of the Corporation may be affIXed by facsimile to any certificate of any such power, and any power or certificate bearing such facsInule sIgnatIlre and seal shall be valid and bindmg on the Corporation. Any such power so executed and sealed and certified by certificate so executed and sealed, shall with respect to any bond or undertaking to which it is attached, continue to be valid and bmdmg on the Corporation." NOTICE In accordance with the Terrorism Risk Insurance Act of 2002, we are providing this disclosure notice for bonds and certain insurance policies on which one or more of the Writing Companies identified below is the surety or insurer. To principals on bonds and insureds on certain insurance policies written by anyone or more of the following companies (collectively the "Writing Companies") as surety or insurer: Western Surety Company, Universal Surety of America, Surety Bonding Company of America, Continental Casualty Company, National Fire Insurance Company of Hartford, American Casualty Company of Reading, P A, The Firemen's Insurance Company of Newark, NJ, and The Continental Insurance Company. DISCLOSURE OF PREMIUM The premium attributable to coverage for terrorist acts certified under the Act was Zero Dollars ($0.00). DISCLOSURE OF FEDERAL PARTICIPATION IN PAYMENT OF TERRORISM LOSSES The United States will pay ninety percent (90%) of covered terrorism losses exceeding the applicable surety/insurer deductible. Fonn F7310 . .. ACORD... CERTIFICATE OF LIABILITY INSURANCE I DATE (MM/DDIYYYY) 09/26/05 PRODUCER 1-630-773-3800 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Arthur J. Gallagher Risk Management Services, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR Two Pierce Place ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Itasca, IL 60143 INSURERS AFFORDING COVERAGE NAIC# Kate Lohr 630-694-5167 INSURED INSURER A Nat' 1 Union Fire Ins Co of Pittsburgh 19445 Michels Power, a Division of Michels Corporation INSURERB Zurich lunerican Ins Co 16535 6725 116th Avenue NE, Suite 200 INSURER C Kirkland, WA 98033-8457 INSURER D INSURER E COVERAGES 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 DOCUMENT 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 AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS I~i~ ~~~~ POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS B ~NERAL LIABILITY GL0350396004 02/01/05 02/01/06 EACH OCCURRENCE $1,000,000 DAMAGE TO RENTED X COMMERCIAL GENERAL LIABILITY PREMISES lEa occurencel $300,000 '-- :=J CLAIMS MADE 0 OCCUR - MED EXP (Anyone person) $5,000 PERSONAL & ADV INJURY $1,000,000 - GENERAL AGGREGATE $ 2,000,000 - GEN'L AGGREGATE LIMIT APPLIES PER PRODUCTS. COMP/OP AGG $2,000,000 I POLICY [Xl ~~p,: n LOC B AUTOMOBILE LIABILITY BAP350396104 02/01/05 02/01/06 COMBINED SINGLE LIMIT - $1,000,000 X ANY AUTO (Ea aCCIdent) - - ALL OWNED AUTOS BODILY INJURY (Per person) $ - SCHEDULED AUTOS - HIRED AUTOS BODILY INJURY (Per aCCident) $ - NON-OWNED AUTOS X PPT Comp Ded $5,000 PROPERTY DAMAGE - (Per aCCident) $ X PPT Co11 Ded $5,000 ~RAGE LIABILITY AUTO ONLY - EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY AGG $ A EXCESS/UMBRELLA LIABILITY BE2685247 02/01/05 02/01/06 EACH OCCURRENCE $ 25,000,000 ~ OCCUR 0 CLAIMS MADE AGGREGATE $ 25,000,000 $ ~ DEDUCTIBLE $ X RETENTION $10,000 $ B WORKERS COMPENSATION AND WC350395904 Inc1 Stop Ga9 02/01/05 02/01/06 X I WCSTATU- I IOJ~- EMPLOYERS' LIABILITY E L EACH ACCIDENT $1,000,000 ANY PROPRIETORlPARTNERlEXECUTIVEX IN~l OFFICERlMEMBER EXCLUDED? EXC E L DISEASE. EA EMPLOYEE $1,000,000 ~~~~~c~~~~rs~~NS below E L DISEASE. POLICY LIMIT $1,000,000 OTHER BAP350396104 Comp B Auto Physical Damage 02/01/05 02/01/06 All Other Ded 250,000 All Other Coll Ded 250,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS RE: Construction Contract for Electric Underground Rebuilt - E1wha Line Stage III City of Port Angeles is shown as additional insured solely with respect to general liability coverage as evidenced herein as required by written contract with respect to work performed by the named insured. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION City of Port Angeles DATE THEREOF, THE ISSUING INSURER WILL ~~JcJRC:Jej: MAIL ~ DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, I~J~lljl~;I1Xllil!Pt~~:(X Public Works & Utilities Dept. XllVllI!llllltlQllX2ll'CGAlt~~llxmulDlX~![lAlaK1lStllIlX P.O. Box 1150 ~~XKXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX Port Angeles, WA 98362 AUTHORIZED REPRESENTATIVE 0tJJ.. ~ USA ACORD 25 (2001/08) kat10h 3418050 @ACORDCORPORATION 1988 Powered By CertificatesNow TM IMPORTANT If the certificate holder IS an ADDITIONAL INSURED, the policy(ies) must be endorsed A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the ISSUing Insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the poliCies listed thereon ACORD 25 (2001/08) PART 3 SPECIAL PROVISIONS SPECIAL PROVISIONS CHANGES IN WORK The City may, dunng the progress of this project, make changes in, additions to, or subtractions from the construction drawings and specifications as conditions warrant; provided, however, that if the cost to the Contractor shall be materially increased by any such change, the City shall pay the Contractor for the reasonable cost thereof. No claim for additional compensation for any such change will be considered unless the Contractor shall have made a written request therefore to the City pnor to the commencement of work in connection with such change If the cost to the Contractor shall be materially decreased by any such change or subtraction, the City shall deduct an appropriate amount in accordance with an agreement signed by the City and the Contractor. II GUARANTEES The Contractor shall guarantee all matenals and equipment furnished and work performed for a penod of one (1) year from the date of substantial completion. The Contractor shall warrant and guarantee for a penod 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 matenals 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 fall 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. III PERFORMANCE BOND The Contractor shall provide an executed performance bond for the full contract amount. ThiS performance bond shall: A Be on a City-furnished form; B Be signed by an approved surety (or sureties) that: 1 Is registered with the Washington State Insurance Commissioner, and 2 Appears on the current Authorized Insurance List in the State of Washington published by the Office of the Insurance Commissioner, C Be conditioned upon the faithful performance of the contract by the Contractor within the prescnbed time, and D Guarantee that the surety shall indemnify, defend, and protect the City against any claim of direct or indirect loss resulting from the failure. 1. Of the Contractor (or any of the employees, subcontractors, or lower tier subcontractors of the Contractor) to faithfully perform the contract, and 3-1 2. Of the Contractor (or the subcontractors or lower tier subcontractors of the Contractor) to pay all laborers, mechanics, subcontractors, lower tier subcontractors, material person, or any other person who provides supplies or provisions for carrying out the work. The City may require sureties or surety companies on the performance bond to appear and qualify themselves Whenever the City deems the surety or sureties to be Inadequate, it may, upon wntten demand, require the Contractor to furnish additional surety to cover any remaining work. Until the added surety is furnished, payments on the contract will stop. IV LIQUIDATED DAMAGES: The City finds It impractical to calculate the actual cost of delays. Therefore, It has adopted the following formula to calculate liquidated damages for failure to complete the physical work of a contract on time. Accordingly, the Contractor agrees: A. To pay (according to the follOWing formula) liquidated damages for each working day beyond the number of working days established for physical completion, and B. To authorize the City to deduct these liquidated damages from any money due or coming to the Contractor. LIQUIDATED DAMAGES FORMULA LD = 0.15C/T Where: LD = liquidated damages per working day (rounded to the nearest dollar) C = origmal contract amount T = original time for physical completion. When the contract work has progressed to the extent that the City has full and unrestncted use and benefit of the circuit switchers and electronic relays, both from the operational and safety standpoint, and only minor incidental work, replacement of temporary substitute facilities, or correction or repair remains to physically complete the total contract, the City may determine the contract work is substantially complete The City will notify the Contractor in writing of the substantial completion date. For overruns in contract time occurring after the date so established, the formula for liquidated damages shown above will not apply. For overruns In contract time occurring after the substantial completion date, liquidated damages shall be assessed on the basIs of direct engineering and related costs assignable to the project until the actual physical completion date of all the contract work. The Contractor shall complete the remaining work as promptly as possible. Upon request by City Representative, the Contractor shall furnish a written schedule for completing the phYSical work on the contract. 3-2 ATTACHMENT A WASHINGTON STATE PREVAILING WAGE RATES FOR CLALLAM COUNTY A-I 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 fringe benefits. On public works projects, workers' wage and benefit rates must add to not less than this total. A brief description of overtime calculation requirements is provided on the Benefit Code Key. CLALLAM COUNTY Effective 08-31-05 ***************************************************************************************************************** Classification ASBESTOS ABATEMENT WORKERS JOURNEY LEVEL BOILERMAKERS JOURNEY LEVEL BRICK AND MARBLE MASONS JOURNEY LEVEL CABINET MAKERS (IN SHOP) JOURNEY LEVEL CARPENTERS ACOUSTICAL WORKER BRIDGE, DOCK AND WARF CARPENTERS CARPENTER CREOSOTED MATERIAL DRYWALL APPLICATOR FLOOR FINISHER FLOOR LAYER FLOOR SANDER MILLWRIGHT AND MACHINE ERECTORS PILEDRIVERS, DRIVING, PULLING, PLACING COLLARS AND WELDING SAWFILER SHINGLER STATIONARY POWER SAW OPERATOR STATIONARY WOODWORKING TOOLS CEMENT MASONS JOURNEY LEVEL DIVERS & TENDERS DIVER DIVER TENDER DREDGE WORKERS ASSISTANT ENGINEER ASSISTANT MATE (DECKHAND) BOATMEN ENGINEER WELDER LEVERMAN, HYDRAULIC MAINTENANCE MATES OILER DRYWALL TAPERS JOURNEY LEVEL ELECTRICAL FIXTURE MAINTENANCE WORKERS JOURNEY LEVEL Page 1 PREVAILING WAGE $33.46 $44.97 $41.17 $14.67 $40.23 $40 07 $40.07 $40.17 $40.22 $40 20 $40.20 $40 20 $41.07 $40.27 $40.20 $40.20 $40.20 $40.20 $33 46 $83.19 $39.51 $40.77 $40.28 $40.77 $40.82 $42.34 $40.28 $40.77 $40 40 $40.29 $9.37 (See Benefit Code Key) Over Time Holiday Note Code Code Code 1N 50 1C 5N 1M 5A 1M 50 1M 50 1M 50 1M 50 1M 50 1M 50 1M 50 1M 50 1M 50 1M 50 1M 50 1M 50 1M 50 1M 50 1N 50 1M 50 8A 1M 50 1T 50 8L 1T 50 8L 1T 50 8L 1T 50 8L 1T 50 8L 1T 50 8L 1T 50 8L 1T 50 8L 1E 5P CLALLAM COUNTY Effective 08-31-05 ***************************************************************************************************************** (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code ELECTRICIANS - INSIDE CABLE SPLICER $50.60 10 5A CABLE SPLICER (TUNNEL) $54.40 10 5A CERTIFIED WELDER $48.88 10 5A CERTIFIED WELDER (TUNNEL) $52.50 10 5A CONSTRUCTION STOCK PERSON $26.72 10 5A JOURNEY LEVEL $47.15 10 5A JOURNEY LEVEL (TUNNEL) $50.60 10 5A ELECTRICIANS - MOTOR SHOP CRAFTSMAN $15.37 2A 6C JOURNEY LEVEL $14.69 2A 6C ELECTRICIANS - POWERLlNE CONSTRUCTION CABLE SPLICER $50.84 4A 5A CERTIFIED LINE WELDER $46.37 4A 5A GROUNDPERSON $33.64 4A 5A HEAD GROUNDPERSON $35.46 4A 5A HEAVY LINE EQUIPMENT OPERATOR $46.37 4A 5A JACKHAMMER OPERATOR $35.46 4A 5A JOURNEY LEVEL LINE PERSON $46.37 4A 5A LINE EQUIPMENT OPERATOR $39.50 4A 5A POLE SPRAYER $46.37 4A 5A POWDERPERSON $35.46 4A 5A ELECTRONIC TECHNICIANS ELECTRONIC TECHNICIANS JOURNEY LEVEL $12.07 ELEVATOR CONSTRUCTORS MECHANIC $52.27 4A 6Q MECHANIC IN CHARGE $57.41 4A 6Q FABRICATED PRECAST CONCRETE PRODUCTS ALL CLASSIFICATIONS $13.50 FENCE ERECTORS FENCE ERECTOR $13.80 FENCE LABORER $11.60 FLAGGERS JOURNEY LEVEL $28.78 1N 5D GLAZIERS JOURNEY LEVEL $41.15 1H 5G HEAT & FROST INSULATORS AND ASBESTOS WORKERS MECHANIC $43.18 1S 5J HEATING EQUIPMENT MECHANICS MECHANIC $16.00 HOD CARRIERS & MASON TENDERS JOURNEY LEVEL $33.94 1N 50 INDUSTRIAL ENGINE AND MACHINE MECHANICS MECHANIC $15.65 INDUSTRIAL POWER VACUUM CLEANER JOURNEY LEVEL $9.07 INLAND BOATMEN CAPTAIN $35.14 1K 5B COOK $30.11 1K 5B DECKHAND $29.09 1K 5B ENGINEER/DECKHAND $31.66 1K 5B MATE, LAUNCH OPERATOR $33.24 1K 5B Page 2 CLALLAM COUNTY Effective 08-31-05 ***************************************************************************************************************** Classification INSPECTION/CLEANING/SEALING OF SEWER & WATER SYSTEMS BY REMOTE CONTROL CLEANER OPERATOR, FOAMER OPERATOR GROUT TRUCK OPERATOR HEAD OPERATOR TECHNICIAN TV TRUCK OPERATOR INSULATION APPLICATORS JOURNEY LEVEL IRONWORKERS JOURNEY LEVEL LABORERS ASPHALT RAKER BALLAST REGULATOR MACHINE BATCH WEIGHMAN BRUSH CUTTER BRUSH HOG FEEDER BURNERS CARPENTER TENDER CASSION WORKER CEMENT DUMPER/PAVING CEMENT FINISHER TENDER CHANGE-HOUSE MAN OR DRY SHACKMAN CHIPPING GUN (OVER 30 LBS) CHIPPING GUN (UNDER 30 LBS) CHOKER SETTER CHUCK TENDER CLEAN-UP LABORER CONCRETE DUMPER/CHUTE OPERATOR CONCRETE FORM STRIPPER CONCRETE SAW OPERATOR CRUSHER FEEDER CURING LABORER DEMOLITION, WRECKING & MOVING (INCLUDING CHARRED DITCH DIGGER DIVER DRILL OPERATOR (HYDRAULIC, DIAMOND) DRILL OPERATOR, AIRTRAC DUMPMAN EPOXY TECHNICIAN EROSION CONTROL WORKER FALLERlBUCKER, CHAIN SAW FINAL DETAIL CLEANUP (Le, dusting, vacuuming, window cleaning; NOT construction debris cleanup) FINE GRADERS FIRE WATCH FORM SETTER GABION BASKET BUILDER GENERAL LABORER GRADE CHECKER & TRANSIT PERSON GRINDERS GROUT MACHINE TENDER Page 3 PREVAILING WAGE $9.73 $11 48 $12.78 $7.35 $10.53 $20.50 $44.62 $33.94 $33.46 $28.78 $33.46 $33.46 $33.46 $33.46 $34.30 $33.94 $33.46 $33.46 $33.94 $33.46 $33.46 $33.46 $33.46 $33.94 $33.46 $33.94 $28.78 $33 46 $33.46 $33.46 $34 30 $33.94 $34.30 $33 46 $33.46 $33 46 $33 94 $26.46 $33.46 $28.78 $33.46 $33.46 $33.46 $33.94 $33 46 $33.46 (See Benefit Code Key) Over Time Holiday Note Code Code Code 10 5A 1N 5D 1N 5D 1N 5D 1N 5D 1N 5D 1N 5D 1N 5D 1N 5D 1N 5D 1N 5D 1N 5D 1N 5D 1N 5D 1N 5D 1N 5D 1N 5D 1N 5D 1N 5D 1N 5D 1N 5D 1N 5D 1N 5D 1N 5D 1N 5D 1N 5D 1N 5D 1N 5D 1N 5D 1N 5D 1N 5D 1N 5D 1N 5D 1N 5D 1N 5D 1N 5D 1N 5D 1N 5D 1N 5D 1N 5D CLALLAM COUNTY Effective 08-31-05 **************~~~************************************************************************************************ Classification GUARDRAIL ERECTOR HAZARDOUS WASTE WORKER LEVEL A HAZARDOUS WASTE WORKER LEVEL B HAZARDOUS WASTE WORKER LEVEL C HIGH SCALER HOD CARRIERlMORTARMAN JACKHAMMER LASER BEAM OPERATOR MANHOLE BUILDER-MUDMAN MATERIAL YARDMAN MINER NOZZLEMAN, CONCRETE PUMP, GREEN CUTTER WHEN USING HIGH PRESSURE AIR & WATER ON CONCRETE & ROCK, SANDBLAST, GUNITE, SHOTCRETE, WATER BLASTER PAVEMENT BREAKER PILOT CAR PIPE POT TENDER PIPE RELlNER (NOT INSERT TYPE) PIPELAYER & CAULKER PIPELAYER & CAULKER (LEAD) PIPEWRAPPER POT TENDER POWDERMAN POWDERMAN HELPER POWERJACKS RAILROAD SPIKE PULLER (POWER) RE-TIMBERMAN RIPRAP MAN ROOOER SCAFFOLD ERECTOR SCALE PERSON SIGNALMAN SLOPER (OVER 20") SLOPER SPRA YMAN SPREADER (CLARY POWER OR SIMILAR TYPES) SPREADER (CONCRETE) STAKE HOPPER STOCKPILER TAMPER & SIMILAR ELECTRIC, AIR & GAS TAMPER (MULTIPLE & SELF PROPELLED) TOOLROOM MAN (AT JOB SITE) TOPPER-TAILER TRACK LABORER TRACK LINER (POWER) TRUCK SPOTTER TUGGER OPERATOR VIBRATING SCREED (AIR, GAS, OR ELECTRIC) VIBRATOR VINYL SEAMER WELDER WELL-POINT LABORER Page 4 PREVAILING WAGE $33.46 $34.30 $33.94 $33.46 $34.30 $33.94 $33.94 $33.94 $33.94 $33.46 $34.30 $33.94 $33.94 $28.78 $33.94 $33.94 $33.94 $34.30 $33.94 $33.46 $34.30 $33.46 $33.94 $33.94 $34.30 $33.46 $33.94 $33 46 $33 46 $33 46 $33.94 $33 46 $33.94 $33.94 $33.46 $33.46 $33.94 $33.94 $33.46 $33.46 $33 46 $33 94 $33.46 $33.94 $33.46 $33 94 $33.46 $33 46 $33.94 (See Benefit Code Key) Over Time Holiday Note Code Code Code 1N 5D 1N 50 1N 50 1N 5D 1N 5D 1N 50 1N 50 1N 5D 1N 5D 1N 5D 1N 5D 1N 5D 1N 50 1N 5D 1N 50 1N 5D 1N 50 1N 50 1N 5D 1N 50 1N 5D 1N 5D 1N 5D 1N 5D 1N 5D 1N 5D 1N 5D 1N 50 1N 5D 1N 5D 1N 5D 1N 5D 1N 50 1N 5D 1N 5D 1N 50 1N 5D 1N 5D 1N 5D 1N 50 1N 5D 1N 50 1N 50 1N 50 1N 5D 1N 5D 1N 5D 1N 50 1N 5D CLALLAM COUNTY Effective 08-31-05 ***************************************************************************************************************** (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code LABORERS - UNDERGROUND SEWER & WATER GENERAL LABORER $33.46 1N 50 PIPE LAYER $33.94 1N 50 LANDSCAPE CONSTRUCTION IRRIGATION OR LAWN SPRINKLER INSTAllERS $11.42 LANDSCAPE EQUIPMENT OPERATORS OR TRUCK DRIVERS $7.81 LANDSCAPING OR PLANTING LABORERS $7.93 LATHERS JOURNEY lEVEL $40.22 1M 50 METAL FABRICATION (IN SHOP) FITTERlWElDER $15.16 1 LABORER $11.13 1 MACHINE OPERATOR $10.66 1 PAINTER $11.41 1 PAINTERS JOURNEY lEVEL $32.00 2B 5A PLASTERERS JOURNEY lEVEL $25 83 PLAYGROUND & PARK EQUIPMENT INSTAllERS JOURNEY lEVEL $7.93 PLUMBERS & PIPEFITTERS JOURNEY lEVEL $52.41 1G 5A POWER EQUIPMENT OPERATORS ASSISTANT ENGINEERS $38.42 1T 50 8l BACKHOE, EXCAVATOR, SHOVEL (3 YO & UNDER) $41.12 1T 50 8l BACKHOE, EXCAVATOR, SHOVEL (OVER 3 YO & UNDER 6 YO) $41.59 1T 50 8L BACKHOE, EXCAVATOR, SHOVEL (6 YO AND OVER WITH $42.13 1T 50 8l BACKHOES, (75 HP & UNDER) $40.71 1T 50 8l BACKHOES, (OVER 75 HP) $41.12 1T 50 8l BARRIER MACHINE (ZIPPER) $41.12 1T 50 8l BATCH PLANT OPERATOR, CONCRETE $41.12 1T 50 8l BELT lOADERS (ELEVATING TYPE) $40.71 1T 50 8l BOBCAT (SKID STEER) $38.42 1T 50 8l BROOMS $38 42 1T 50 8l BUMP CUTTER $41.12 1T 50 8l CABlEWA YS $41.59 1T 50 8l CHIPPER $41.12 1T 50 8l COMPRESSORS $38.42 1T 50 8l CONCRETE FINISH MACHINE - LASER SCREED $38.42 1T 50 8l CONCRETE PUMPS $40.71 1T 50 8l CONCRETE PUMP-TRUCK MOUNT WITH BOOM ATTACHMENT $41.12 1T 50 8l CONVEYORS $40.71 1T 50 8l CRANES, THRU 19 TONS, WITH ATTACHMENTS $40.71 1T 50 8L CRANES, 20 -44 TONS, WITH ATTACHMENTS $41.12 1T 50 8l CRANES, 45 TONS - 99 TONS, UNDER 150 FT OF BOOM (INCLUDING $41.59 1T 50 8l JIB WITH ATACHMENTS) CRANES, 100 TONS -199 TONS, OR 150 FT OF BOOM (INCLUDING JIB $42.13 1T 50 8l WITH ATTACHMENTS) CRANES, 200 TONS TO 300 TONS, OR 250 FT OF BOOM (INCLUDING JIB $42.68 1T 50 8l WITH ATTACHMENTS) CRANES, A-FRAME, 10 TON AND UNDER $38 42 1T 50 8l CRANES, A-FRAME, OVER 10 TON $40.71 1T 50 8l Page 5 CLALLAM COUNTY Effective 08-31-05 ***************************************************************************************************************** (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code CRANES, OVER 300 TONS, OR 300' OF BOOM INCLUDING JIB WITH $43.22 1T 50 8L ATTACHMENTS CRANES, OVERHEAD, BRIDGE TYPE ( 20 - 44 TONS) $41.12 1T 50 8L CRANES, OVERHEAD, BRIDGE TYPE ( 45 - 99 TONS) $41 59 1T 50 8L CRANES, OVERHEAD, BRIDGE TYPE (100 TONS & OVER) $42.13 1T 50 8L CRANES, TOWER CRANE UP TO 175' IN HEIGHT, BASE TO BOOM $42.13 1T 50 8L CRANES, TOWER CRANE OVER 175' IN HEIGHT, BASE TO BOOM $42 68 1T 50 8L CRUSHERS $41.12 1T 50 8L DECK ENGINEER/DECK WINCHES (POWER) $41.12 1T 50 8L DERRICK, BUILDING $41.59 1T 50 8L DOZERS, 0-9 & UNDER $40.71 1T 50 8L DRILL OILERS - AUGER TYPE, TRUCK OR CRANE MOUNT $40.71 1T 50 8L , DRILLING MACHINE $41.12 1T 50 8L ELEVATOR AND MANLlFT, PERMANENT AND SHAFT-TYPE $38.42 1T 50 8L EQUIPMENT SERVICE ENGINEER (OILER) $40.71 1T 50 8L FINISHING MACHINE/BIDWELL GAMACO AND SIMILAR EQUIP $41.12 1T 50 8L FORK LIFTS, (3000 LBS AND OVER) $40.71 1T 50 8L FORK LIFTS, (UNDER 3000 LBS) $38.42 1T 50 8L GRADE ENGINEER $40.71 1T 50 8L GRADECHECKER AND STAKEMAN $38.42 1T 50 8L GUARDRAIL PUNCH $41.12 1T 50 8L HOISTS, OUTSIDE (ELEVATORS AND MANLlFTS), AIR TUGGERS $40.71 1T 50 8L HORIZONTAUDIRECTIONAL DRILL LOCATOR $40.71 1T 50 8L HORIZONTAUDIRECTIONAL DRILL OPERATOR $41.12 1T 50 8L HYDRALlFTSIBOOM TRUCKS (10 TON & UNDER) $38.42 1T 50 8L HYDRALlFTS/BOOM TRUCKS (OVER 10 TON) $40 71 1T 50 8L LOADERS, OVERHEAD (6 YO UP TO 8 YO) $41 59 1T 50 8L LOADERS, OVERHEAD (8 YO & OVER) $42 13 1T 50 8L LOADERS, OVERHEAD (UNDER 6 YD), PLANT FEED $41.12 1T 50 8L LOCOMOTIVES, ALL $41.12 1T 50 8L MECHANICS, ALL $41.59 1T 50 8L MIXERS, ASPHALT PLANT $41.12 1T 50 8L MOTOR PATROL GRADER (FINISHING) $41.12 1T 50 8L MOTOR PATROL GRADER (NON-FINISHING) $40.71 1T 50 8L MUCKING MACHINE, MOLE, TUNNEL DRILL AND/OR SHIELD $41.59 1T 50 8L OIL DISTRIBUTORS, BLOWER DISTRIBUTION AND MULCH SEEDING $38.42 1T 50 8L OPERATOR PAVEMENT BREAKER $38 42 1T 50 8L PILEDRIVER (OTHER THAN CRANE MOUNT) $41.12 1T 50 8L PLANT OILER (ASPHALT, CRUSHER) $40.71 1T 50 8L POSTHOLE DIGGER, MECHANICAL $38.42 1T 50 8L POWER PLANT $38.42 1T 50 8L PUMPS, WATER $38 42 1T 50 8L QUAD 9,0-10, AND HD-41 $41.59 1T 50 8L REMOTE CONTROL OPERATOR ON RUBBER TIRED EARTH MOVING $41.59 1T 50 8L EQUIP RIGGER AND BELLMAN $38.42 1T 50 8L ROLLAGON $41.59 1T 50 8L ROLLER, OTHER THAN PLANT ROAD MIX $38.42 1T 50 8L ROLLERS, PLANTMIX OR MUL TILlFT MATERIALS $40.71 1T 50 8L ROTO-MILL, ROTO-GRINDER $41.12 1T 50 8L SAWS, CONCRETE $40.71 1T 50 8L Page 6 CLALLAM COUNTY Effective 08-31-05 ***************************************************************************************************************** Classification SCRAPERS - SELF PROPELLED, HARD TAil END DUMP, ARTICULATING OFF-ROAD EQUIPMENT ( UNDER 45 YD) SCRAPERS - SELF PROPELLED, HARD TAil END DUMP, ARTICULATING OFF-ROAD EQUIPMENT (45 YD AND OVER) SCRAPERS, CONCRETE AND CARRY ALL SCREED MAN SHOTCRETE GUNITE SLlPFORM PAVERS SPREADER, TOPSIDE OPERATOR - BLAW KNOX SUBGRADE TRIMMER TOWER BUCKET ELEVATORS TRACTORS, (75 HP & UNDER) TRACTORS, (OVER 75 HP) TRANSFER MATERIAL SERVICE MACHINE TRANSPORTERS, ALL TRACK OR TRUCK TYPE TRENCHING MACHINES TRUCK CRANE OILERlDRIVER ( UNDER 100 TON) TRUCK CRANE OILER/DRIVER (100 TON & OVER) TRUCK MOUNT PORTABLE CONVEYER WHEEL TRACTORS,FARMALL TYPE YO YO PAY DOZER POWER EQUIPMENT OPERATOR5- UNDERGROUND SEWER & (SEE POWER EQUIPMENT OPERATORS) POWER LINE CLEARANCE TREE TRIMMERS JOURNEY LEVEL IN CHARGE SPRAY PERSON TREE EQUIPMENT OPERATOR TREE TRIMMER TREE TRIMMER GROUNDPERSON REFRIGERATION & AIR CONDITIONING MECHANICS MECHANIC RESIDENTIAL BRICK & MARBLE MASONS JOURNEY LEVEL RESIDENTIAL CARPENTERS JOURNEY LEVEL RESIDENTIAL CEMENT MASONS JOURNEY LEVEL RESIDENTIAL DRYWALL TAPERS JOURNEY LEVEL RESIDENTIAL ELECTRICIANS JOURNEY LEVEL RESIDENTIAL GLAZIERS JOURNEY LEVEL RESIDENTIAL INSULATION APPLICATORS JOURNEY LEVEL RESIDENTIAL LABORERS JOURNEY LEVEL RESIDENTIAL PAINTERS JOURNEY lEVEL RESIDENTIAL PLUMBERS & PIPEFITTERS JOURNEY LEVEL PREVAILING WAGE $41.12 $41.59 $40.71 $41.12 $38.42 $41.59 $41.12 $41.12 $40.71 $40.71 $41.12 $41.12 $41.59 $40.71 $40.71 $41.12 $41.12 $38.42 $41.12 $33.88 $32.16 $32.59 $30.31 $22.76 $27.68 $41.17 $17.85 $25.63 $18.00 $27.78 $16.84 $9.86 $18.08 $1597 $14.60 Page 7 (See Benefit Code Key) Over Time Holiday Note Code Code Code 1T 5D 8L 1T 5D 8L 1T 5D 8L 1T 5D 8L 1T 5D 8L 1T 5D 8L 1T 5D 8L 1T 5D 8L 1T 5D 8L 1T 5D 8L 1T 5D 8L 1T 5D 8L 1T 5D 8L 1T 5D 8L 1T 5D 8L 1T 5D 8L 1T 5D 8L 1T 5D 8L 1T 5D 8L 4A SA 4A SA 4A SA 4A SA 4A SA 1M SA " t CLALLAM COUNTY Effective 08-31-05 ***************************************************************************************************************** Classification RESIDENTIAL REFRIGERATION & AIR CONDITIONING JOURNEY LEVEL RESIDENTIAL SHEET METAL WORKERS JOURNEY LEVEL (FIELD OR SHOP) RESIDENTIAL SOFT FLOOR LAYERS JOURNEY LEVEL RESIDENTIAL SPRINKLER FITTERS (FIRE PROTECTION) JOURNEY LEVEL ROOFERS JOURNEY LEVEL USING IRRITABLE BITUMINOUS MATERIALS SHEET METAL WORKERS JOURNEY LEVEL (FIELD OR SHOP) SIGN MAKERS & INSTALLERS (ELECTRICAL) JOURNEY LEVEL SIGN MAKERS & INSTALLERS (NON-ELECTRICAL) JOURNEY LEVEL SOFT FLOOR LAYERS JOURNEY LEVEL SOLAR CONTROLS FOR WINDOWS JOURNEY LEVEL SPRINKLER FITTERS (FIRE PROTECTION) JOURNEY LEVEL STAGE RIGGING MECHANICS (NON STRUCTURAL) JOURNEY LEVEL SURVEYORS CHAIN PERSON INSTRUMENT PERSON PARTY CHIEF TELECOMMUNICATION TECHNICIANS TELECOMMUNICATION TECHNICIANS JOURNEY LEVEL TELEPHONE LINE CONSTRUCTION - OUTSIDE CABLE SPLICER HOLE DIGGER/GROUND PERSON INSTALLER (REPAIRER) JOURNEY LEVEL TELEPHONE L1NEPERSON SPECIAL APPARATUS INSTALLER I SPECIAL APPARATUS INSTALLER II TELEPHONE EQUIPMENT OPERATOR (HEAVY) TELEPHONE EQUIPMENT OPERATOR (LIGHT) TELEVISION GROUND PERSON TELEVISION L1NEPERSONIINST ALLER TELEVISION SYSTEM TECHNICIAN TELEVISION TECHNICIAN TREE TRIMMER TERRAZZO WORKERS & TILE SETTERS JOURNEY LEVEL TILE. MARBLE & TERRAZZO FINISHERS FINISHER TRAFFIC CONTROL STRIPERS JOURNEY LEVEL PREVAILING WAGE $49.71 $31.02 $10.88 $19.67 $34.53 $37.53 $48.22 $19.29 $12.15 $33.04 $10.31 $19.67 $13.23 $9.35 $11.40 $13.40 $28.24 $28.92 $16.22 $27.74 $26.90 $28.92 $28.34 $28 92 $26 90 $15.39 $20.45 $24.32 $21.88 $26.90 $38 43 $32.26 $33 40 Page 8 (See Benefit Code Key) Over Time Holiday Note Code Code Code 1G 5A 1E 6L 1R 5A 1R 5A 1E 6L 1B 5A 1B 50 10 5A 2B 5A 2B 5A 2B 5A 2B 5A 2B 5A 2B 5A 2B 5A 2B 5A 2B 5A 2B 5A 2B 5A 2B 5A 26 5A 1B 5A 1B 5A 1K 5A CLALLAM COUNTY Effective 08-31-05 ***********************************************************77**************************************************** Classification TRUCK DRIVERS ASPHALT MIX ( TO 16 YARDS) ASPHALT MIX (OVER 16 YARDS) DUMP TRUCK DUMP TRUCK & TRAILER OTHER TRUCKS TRANSIT MIXER WELL DRILLERS & IRRIGATION PUMP INSTALLERS IRRIGATION PUMP INSTALLER OILER WELL DRILLER PREVAILING WAGE (See Benefit Code Key) Over Time Holiday Code Code Note Code $37.94 $38.52 $20.23 $20.23 $38.52 $23.73 $11.60 $9.45 $11.60 1T 1T 1 1 1T 1 5D 8L 50 50 8L 8L Page 9 ATTACHMENT B CONSTRUCTION CHANGE ORDER PROCEDURES A-2 PUBLIC WORKS DEPARTMENT - POLICY AND PROCEDURES CHANGE ORDERS ON CONSTRUCTION CONTRACTS PW -404 1.0 PURPOSE: 1.1 1.2 1.3 To provide instructions to field inspectors and office personnel on procedures for contract change orders. To improve record keeping on construction projects. To provide a uniform method for contract change orders 2.0 ORGANIZATIONS AFFECTED: 2.1 Public Works Engineering staff 2.2 Engineers and Architects on City managed construction projects 3.0 POLICY: 3.1 3.2 All revisions, clarifications, field requests and field authorizations for construction contracts shall be documented using the "REQUEST FOR INFORMATION" form. All change orders to contracts shall be approved in accordance with City Council Resolution No.7-0. Change Order authorization by the Director of Public Works & Utilities and the City Manager shall not exceed their statutory limits of$5,000 and $15,000 respectively. When it is anticipated their authority will be exceeded, approval shall be obtained from the next higher authority. 3.3 4.0 DEFINITIONS: 4.1 RFI: 4.2 CCO: Request for Information. Construction Change Order 5.0 PROCEDURES: 5.1 A construction contract change order may be initiated by the Contractor, City inspector, or Architect/Engineer by using the RFl form, PW-404_02. 5.2 The person completing the form shall fill in all areas of the form and sign the request. 5.3 The paperwork flow on the change order shall proceed as shown on the attached diagram, PW- 404 03. 5.4 The change order form is PW-404_04. 6.0 APPENDIX: 6.1 The "RFI" Form ...............................................................................................PW-404 02 [12/01] 6.2 Procedure flow for Change Orders...................................................................PW-404_03 [12/01] 6.3 Change Order Form............................ ................. ...........................................PW-404_04 [12/01] 6.4 RFI Request Log ..............................................................................................PW-404_05 [12/01] 6.5 Resolution 7-01 authorizing approval of Change Orders B-1 City of Port Angeles 321 East Fifth St. P.O. Box 1150 Port Angeles, W A 98362 REQUEST FOR INFORMATION No._ PH. 360417-4700 FAX. 360417-4709 TITLE: DATE: PROJECT: JOB: TO: requested By: Signed: Date: B-2 CONTRACT CHANGE ORDER (CCO) NO. Project Name Electric Underground Rebuild - Elwha Line Phase 3 Date: Project No. 02-IIC Contractor DESCRIPTION OF WORK You are ordered to perform the following described work upon receipt of an approved copy of this Change Order: Such work will be compensated by: check one or more of the following as applicable [ ] Increase or [ ] Decrease in bid items; [ ] Force Account; [ ] Negotiated Price: The described work affects the existing contract items and/or adds and/or deletes bid items as follows: Item No DescnptlOn RFI# Qty Umt *$ Cost Per Umt *$ Cost *Net $ Cost AdJ Days Ong Rev Ong 2 Rev * ORIGINAL * CURRENT * EST NET CHANGE TOTAL CHANGE ORDERS, *EST CONTRACT AFTER CONTRACT CONTRACT THIS CHANGE ORDER INCLUDING THIS ONE THIS CHANGE ORDER DAYS: DAYS: DAYS: DAYS: DAYS: * Sales Tax not included All work, matenals and measurements to be m accordance with the provIsIOns of the ongmal contract and/or the standard specificatIOns and specml provIsIOns for the type of construction mvolved The payments and/or addItIOnal time specified and agreed to m thiS order mclude every claIm by the Contractor for any extra payment or extensIOn of time wIth respect to the work descnbed herem, mcludmg delays to the overall project PROJECT ENGINEER CITY ENGINEER CONTRACTOR PUBLIC WORKS & UTILITIES DIRECTOR CITY MANAGER CITY COUNCIL APPROV AL DATE N/A B-3 DCVR REQUEST LOG PROJECT: Electric Unden?:round Rebuild - Elwha Line Phase 3 PROJECT NUMBER: 02-11C NO. ORIG. DATE DESCRIPTION COST DATE DATE R REMARKS ORIG. Y/N REC'D REPLY E REC'D P L Y PW-404_05 [10/95] B-4 ATTACHMENT C CONTRACTOR APPLICATION FOR PAYMENT CONTRACTOR'S APPLICATION FOR PAYMENT TO: City of Port Angeles FROM: Public Works & Utilities Department P.O. Box 1150 Port Angeles, WA 98362 DATE: PROJECT NAME: Electnc Underground Rebuild - Elwha Line Phase 3 PAYMENT REQUEST NO. PROJECT NUMBER: 02-11C PERIOD From. to STATEMENT OF CONTRACT ACCOUNT Contract Amount Thru Approved Change Order No._ $ [Excluding Sales Tax] 1 Work Completed to Date [per attached continuation sheets] $ 2 Sales Tax (Port Angeles IS 8.3% of [2]) $ 3 Amount Retained (5% of [2])** $ 4 Subtotal ([2]+[3]-[4]) $ 5 Total Previously Paid [Deduction] $ 6 AMOUNT DUE THIS REQUEST ([5]-[6]) $ 7 *correspond to column letters shown on the continuation sheet. C-I CONTRACTOR'S APPLICATION FOR PAYMENT WAIVER OF CLAIMS FOR EXTRA COST OR TIME: The undersigned Applicant waives and releases, up through the date hereof, any and all claims for costs or item extensions arising out of or relating to extra or changed work or delays or acceleration not specifically identified and reserved in the amounts identified below or previously acknowledged in writing by the City of Port Angeles. CERTIFICATE OF THE CONTRACTOR: I hereby certify that the work performed and the materials supplied through the ending period date noted above represents the actual value of accomplishment under the terms of the contract (and all authorized changes) between the Applicant and the City of Port Angeles, relating to the above referenced project, and that the remaining contract balance is sufficient to cover all costs of completing the work in accordance with the contract documents. I also certify that all lower-tier payments, less applicable retention, have been made by the Applicant for the periods covered by previous payment received by the Applicant to (1) all lower-tire subcontractors/suppliers, and (2) for all materials, equipment and labor used or in connection with the performance ofthis contract. I further certify that I have complied with all Federal, State and local tax laws, including Social Security laws and Unemployment Compensation laws and Workmen's Compensation laws, insofar as applicable to the performance of this work, and have paid all such taxes, premiums and/or assessments arising out of the performance ofthe work. I further certify that, to the best of my knowledge, information and belief, all work for which previous payment(s) have been received shall be free and clear ofliens, claims, security interests and encumbrances in favor of the Contractor, subcontractors, material suppliers, or other persons or entities making a claim by reason of having provided labor, materials and equipment relating to the work. Within seven (7) days of receipt of the payment requested herein, all payments, less applicable retention, will be made through the period covered by this pay request to all my lower-tier subcontractors/suppliers and for all materials, equipment, labor, taxes and assessments arising out of the performance of all said lower-tire work. DATED: CONTRACTOR: SIGNATURE: PRINTED NAME AND TITLE: SUBSCRIBED AND SWORN to before me this day of ,2005. Notary Public in and for the State of residing at My appointment expires APPROVAL: Project Manager Date City Engineer Date Director Date PW-402.13 [rev. 1/01] C-2 ATTACHMENT D CONSTRUCTION SPECIFICATIONS CONSTRUCTION SPECIFICATIONS GENERAL REQUIREMENTS PROJECT DESCRIPTION A. GENERAL The following information is provided to assist the Contractor in evaluation of and preparation for the work required to construct the Electric Underground Rebuild - Elwha Line Phase 2 B DESCRIPTION The following project is to be constructed. The project is for the excavating and installing approximately 2900 feet of underground primary (12 47kV) power cables in condUit and related appurtenances west of Dry Creek along City right of way in the County of Clallam, Washington. The project also Includes removal of existing facIlities. II WORKFORCE REQUIREMENTS Construction work on poles or equipment containing lines energized in excess of 600 volts will be done by crews containing a minimum of two journeyman linemen and one groundman/equipment operator. Construction work on poles or equipment containing deenergized lines or lines energized at 600 volts or less will be done by crews containing a minimum of one journeyman lineman and one groundman/equipment operator. III SWITCHING AND CLEARANCES The Contractor's Qualified Worker (Foreman) will be required to take all line clearances from designated City Representative who has jUrisdiction over the line All switching of the electrical system will be done by City personnel. A notice of 72 hours is required to schedule any switching other than In an emergency. IV AS-BUILT DRAWINGS As-built drawings are required. The City will supply a set of drawings to be used by the Contractor to prepare the as-built drawings for the project. The as-built drawings shall be a record of the construction as installed and completed by the Contractor. They shall Include all the Information shown on the contract set of draWings and a record of all construction deviations or changes from those draWings which were Incorporated In the work, all additional work not appearing on the contract drawings; all design submittals, Including electrical schematics, and all changes which are made after final Inspection of the contract work. The Contractor shall mark up a set of full size plans uSing red ink to show the as-bUilt conditions. These as-bUilt marked prints shall be kept current and available on the job site at all times and be made available to the City Representative upon request. The changes from the contract plans which are made In the work or additional information which might be uncovered in the course of D-l construction shall be accurately and neatly recorded as they occur by means of details and notes. No construction work shall be concealed until It has been inspected, approved, and recorded by the City Representative The drawings shall show at least the following: A. The project number, contract number, community name, and other relevant general information. B. The location and description of any utilities or other installation known to eXist and or to be encountered within the construction area. The location of these utilities shall Include accurate description, dimensions, and at least 2 ties to permanent features for all utilities encountered. C. The location and description of all facilities and appurtenances installed by the Contractor. The location of facilities and appurtenances shall include accurate dimensions and at least 2 ties to permanent features for all major components. The City of Port Angeles has the right to deny progress payments for completed work if as-built records, as required by thiS section, are not available on the job site for the work that has been completed by the date of the payment request. Final as-built drawings shall be delivered to the City Representative at the time of final Inspection for the Project Engineer's review and approval. As-bUIlt drawings must be approved by the Project Engineer before final payment will be made. V SEQUENCE OF OPERATIONS A The Contractor shall cooperate in the coordination of their actiVities With any other contractors working in the area. B The Contractor will be required to work on or around energized cirCUIts, and hot-line work is anticipated. C. If any difficulty or dispute should arise in the accomplishment of the above, the problem shall be VI SITE CONDITIONS A. CONTRACTOR'S RESPONSIBILITY FOR UTILITY PROPERTIES AND SERVICE 1. Utility Location Request Center a. The Contractor shall call the Utility Location Request Center (One Call Center)[1-800-424-5555], 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 agreed upon by the partIes involved. A business day is defined as any day other than Saturday, Sunday, or a local, state or federal legal holiday. The telephone number for the One Call Center for thiS project may be obtained from the City Representative. 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 D-2 b. The Contractor IS alerted to Chapter 19.22 RCW, relating to underground utilities Any cost to the Contractor Incurred as a result of this law shall be at the Contractor's expense. c. No excavation shall begin until all known facilities in the vicinity of the excavation area have been located and marked. d 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. City of Port Angeles - Department of Public Works & Utilities (water, sewer, power) 321 East Fifth Street Port Angeles, WA 98362 Telephone: 417-4702 Ii Qwest 635 Oakridge Drive Port Angeles, WA 98362 Telephone: 452-2184 IIi Northland Cable Television 725 East First Street Port Angeles, WA 98362 Telephone: 452-8466 2. The Contractor shall in all cases be held responsible to notify the City Representative at least 48 hours not including Saturday, Sunday, or holidays in advance of any construction. The Contractor shall under no circumstances expose any underground utility Without first obtaining permission from the appropriate agency. The Contractor shall, once permission has been granted, locate, expose, and provide temporary support for all existing underground utilities. 3 Where the Contractor's operations could cause damage or inconvenience to telegraph, telephone, television, power, oil, gas, water, sewer, storm drains, or other systems, the operations shall be suspended until all arrangements necessary for the protection of these utilities and services have been made by the Contractor. 4. The Contractor shall be solely and directly responsible to the City and operators of properties referenced in #2 above for any damage, inJury, expense, loss, inconvenience, delay, suits, actions, or claims of any character brought because of any injuries or damage which may result from the construction operations under this contract. 5 Neither the City nor ItS officers or agents shall be responsible to the Contractor for damages as a result of the location of underground utilities being other than that shown on the drawings, for the existence of underground utilities not shown on the D-3 drawings, or the Contractor's failure to protect utilities encountered In the work. 6. The Contractor shall in the event of Interruption to domestic water, sewer, storm drain, or other utility services as a result of accIdental breakage due to construction operations, promptly notify the proper authority. The Contractor shall cooperate with said authority In restoration of service as promptly as possible and bear all costs of repair In no case shall interruption of any utility service be allowed to exist outside the Contractor's normal working hours unless prior approval is granted. 7. The Contractor shall replace, at Its own expense, any and all eXisting utilities or structures removed or damaged during construction, unless otherwise provided for in these contract documents or ordered by the City Representative. 8 The Contractor shall excavate and expose all buried plant marked In the field by hand digging a minimum of eighteen (18") Inches on either side of the staked location, plus one-half (1/2) the width of the facility. All other known buried plant must also be exposed by hand digging. 9 Damage to Buried Plant: The Contractor shall notify the City Representative of all damage to buned plant and shall not cover the damage until Inspected and approved for cover by the City Representative. 10 The Contractor shall hold the City harmless against all claims for damage to buried plant arising out of the Contractor's performance here under, which may be filed against the City. 11. The Contractor shall be responsible to obtain all necessary permits and licensing to perform the work unless such work IS to be performed by the City and stated so herein. B. CONTRACTORS RESPONSIBILITY FOR PROTECTION OF THE ENVIRONMENT ThiS project is in an environmentally sensitive area and the contractor shall at all times keep construction activities controlled to limit the impact on the envIronment.. C. INTERFERING FACILITIES 1 The Contractor shall take necessary precautions to prevent damage to eXisting facilities or structures whether on the surface, aboveground, or underground. An attempt has been made to show major facilities and structures on the drawings. While the information has been compiled from the best available sources, ItS completeness and accuracy cannot be guaranteed, and it is presented simply 8S a gUide to pOSSible difficulties 2. Where eXisting buildings, poles, or any other structure must be removed in order to properly carry out the construction, or are damaged during construction, the Contractor shall restore them to their original condition to the satisfaction of the City Representative at D-4 the Contractor's own expense. The Contractor shall notify the City Representative of any damaged facility or underground structure and make repairs or replacements before backfilling. 3. CONSTRUCTION IN RIGHT OF WAY a. All work within the public right of way shall be carned out In such a manner that where possible one lane of traffic in each direction will be available at all times on all streets affected by the work. A traffic control plan must be submitted and approved by the City prior to starting construction. The approved traffic control plan including signs, sign placement, lane routing, and flaggers will be enforced at all times. b. Disruption of traffic shall be kept to a minimum at all times. c. All signs required by the approved traffic control plan(s) as well as any other appropriate signs prescribed by the City Representative shall be furnished by the Contractor. The Contractor 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 a City Representative approved product specifically manufactured for sign covering dUring periods when they are not needed. When the need for the signs has ceased, the Contractor, upon approval of the City Representative, shall remove all signs, posts, and supports from the project and they shall remain the property ofthe Contractor. 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. The following Class A signs shall be Installed by the Contractor at locations designated at the Pre-construction conference: "Construction Ahead" (2) "Project Sign" - Wording to be determined Class B construction signs are those signs that are placed and removed daily, or are used for short durations which may extend for one or more days. They are mounted on portable or temporary mountings In the event of disputes, the City Representative will determine if a construction sign is conSidered as a Class A or B construction sign. d. 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. e. All unattended material storage, trenches, excavations and spoil shall be guarded by barricades and warning tape. f. Materials, equipment, trench spOil or debris shall not be stored on the street surface and shall be cleared by the end of each work day g During the actual hours of work, only materials absolutely necessary to D-5 construction shall be within the construction area, and only construction vehicles absolutely necessary to construction shall be allowed within the construction area or allowed to stop or park on the local streets. h. The Contractor's nonessential vehicles and employees' private vehicles shall not be permitted to park within the construction area or on city streets i. Prior to trenching across dnveways, the Contractor MUST NOTIFY ALL OWNERS 24 HOURS IN ADVANCE. VII TEMPORARY CONSTRUCTION UTILITIES AND FACILITIES A. LAYOUT OF TEMPORARY FACILITIES The Contractor shall make its own arrangements for storage of materials and equipment B. STORAGE BUILDINGS 1. The Contractor shall provide temporary storage faCIlities required for the protection of mechanical and electrical equipment and materials as recommended by manufacturers of such equipment and materials. The facilities shall be provided with such environmental control systems that meet recommendations of manufacturers of all equipment and materials stored in the buildings. The facilities shall be of sufficient size and so arranged or partitioned to provide security for their contents and provide ready access for inspection and inventory. The temporary storage facilities shall remain the property of the Contractor. 2. Combustible materials (paints, solvents, fuels, etc.) shall be stored in a well-ventilated facility removed from other facilities. All storage shall comply with NFPA and applicable state and local requirements. C. STORAGE YARDS The Contractor shall arrange for and construct temporary storage yards for the storage of materials that are not subject to damage by weather conditions. Materials shall be stored on pallets or racks, off the ground, and in a manner to allow ready access for Inspection. D. STORAGE OF MATERIALS Matenals shall be stored to ensure the preservation of their quality and fitness for the work. All items, as a minimum, shall be placed on wooden platforms or other hard, clean surfaces, and not on the ground Materials subject to vandalism shall be placed under locked cover. Stored matenals shall be located so as to faCilitate prompt inspection. Private property shall not be used for storage purposes without the written permiSSion of the property owner or lessee. VIII MOVE IN AND SITE PREPARATION The Contractor shall set up construction facilities in a neat and orderly manner and shall confine operations to work areas descnbed or as approved. D-6 IX PUBLIC SAFETY AND CONVENIENCE A. ACCESS BY FEDERAL, STATE, AND LOCAL GOVERNMENT OFFICIALS Authorized representatives of the United States Environmental Protection Agency, the State Department of Transportation, State Board of Health, and other government officials shall at all times have safe access to the work wherever it IS in preparation or progress, and the Contractor shall provide proper facilities for such access and inspection. B. TRAFFIC MAINTENANCE AND SAFETY The Contractor shall comply with all applicable sections of the State Department of Transportation, Utility Accommodation GUide, latest edition, and the Department's Manual on Traffic Control and Safe Practices. The Contractor shall comply with all other applicable rules and regulations of the state, federal, and county authorities regarding closing or restricting the use of public streets or highways. No public or private road shall be closed, except by express permission of the owner The Contractor shall conduct the work so as to assure the least possible obstruction to traffic and normal commercial pursuits. The Contractor shall protect all obstructions within traveled roadways by mstalling approved signs, barricades, and lights where necessary for the safety of the public. The convenience of the general public and residents adjacent to the project, and the protection of persons and property are of prime importance and shall be provided for in an adequate and satisfactory manner. During construction operations, the Contractor shall construct and maintain such faCIlities as may be required to provide access by all property owners to their property. No person shall be cut off from access to his/her residence or place of business unless the Contractor has made special arrangements with the City to mform affected persons. C. PROTECTION OF PROPERTY The Contractor shall protect stored materials, trees, and other items located adjacent to the proposed work D. FIRE PREVENTION AND PROTECTION The Contractor shall perform all work m a fire-safe manner and shall supply and mamtam, on the site, adequate flre-flghtmg equipment capable of extinguishing incipient fires. The Contractor shall comply with applicable federal, local, and state fire prevention regulations. Where these regulations do not apply, applicable parts of the National Fire Prevention Standard for Safeguardmg Buildmg Construction Operations, (NFPA No. 241) shall be followed. E. PROTECTION OF THE ENVIRONMENT 1. The Contractor shall maintain all work areas Within and outside the project boundaries free from environmental pollution which would violate any federal, state, or local regulations. 2. The Contractor shall prevent contamination of the project area and not dump any waste oil, rubbish, or other Similar materials on the ground. Upon completion of the project, the Contractor shall remove the construction facilities and shall complete and clean up the construction area to the satisfaction of the City Representative. 3. The Contractor shall observe applicable State and Federal rules and regulations prohibiting the pollution of stream or river waters by the dumping of any refuse, rubbish, or debris therem. D-7 4. Protection of Air Quality. a. Air pollution due to construction operations shall be minimized by wetting down bare sOils dunng windy periods, the use of properly operating combustion emission control devices on construction vehicles and equipment used by the Contractor, and by shutting down motorized equipment not actually In use. b. Trash burning will not be permitted on the construction site. c If temporary heating devices are necessary for protection of the work, such devices shall be of an approved type that Will not cause air pollution. 5 The Contractor shall conduct all work by using appropriate construction methods and equipment and by furnishing and installing acoustical barriers, all as necessary to keep noise emanating from the process or any related equipment at legal noise levels. 6. If the Contractor desires to perform any work between the hours of 8 p.m. and 7 a.m., It shall obtain all necessary permits from the appropriate agencies and make all necessary arrangements through the City Representative prior to commencing. X PRESERVATION, RESTORATION, AND CLEANUP A SITE RESTORATION AND CLEANUP 1. The Contractor shall at all times during the work keep the premises clean and orderly and upon completion of the work repair all damage caused by equipment and leave the project free of rubbish or excess matenals of any kind. 2. Excavated matenals shall be stockpiled in a manner that Will cause the least damage to adjacent lawns, grass areas, gardens, shrubbery, or fences, regardless of whether these are on private property or on city, state, or county rights-of-way. The Contractor shall remove all excavated materials from grass and planted areas and leave these surfaces In a condition equivalent to their original condition. 3. All existing drainage ditches and culverts shall be reopened and graded and natural drainage restored. Broken or damaged culverts shall be restored to their original condition and location 4. Upon completion of construction, the Contractor shall leave all disturbed areas free from rocks, gravel, clay, or any other foreign material. The finished surface shall conform to the original surface and shall be free-draining and free from holes, ruts, rough spots, or other surface features detrimental to a seeded area, unless noted otherwise on the drawings All excess excavation materials and debris shall be delivered to the Port Angeles Landfill or other approved disposal site. 5. The Contractor shall seed and provide erosion control in all devegetated areas In a manner suitable to the City Representative. All surface restoration shall be the responSibility of the Contractor B. TREE REMOVAL Trees, stumps and shrubs shall be removed to a Width of 20 feet north of the south right-of-way line. All debriS to be hauled the the City Landfill No other trees to be removed Without the express approval of the City Representative. D-8 C DUST PREVENTION If required by the City Representative, the Contractor shall give all unpaved streets, roads, detours, or haul roads used in the construction area an approved dust preventive treatment or periodically water them to prevent dust. Applicable enVIronmental regulations for dust prevention shall be strictly enforced XI SUBMITTALS DURING CONSTRUCTION A The following requirements are In addition to any specific requirements for submittals specified In other sections of the project manual. B Submitted data shall be fully sufficient in detail for determination of compliance with the project manual. C. Approval of substitutions, schedules, lists of materials, and procedures submitted or requested by the Contractor shall not add to the contract amount, and any additional costs which may result therefrom shall be solely the obligation of the Contractor. It shall not be the responsibility of the City to provide engineenng or other services to protect the Contractor from additional costs accruing from such approvals. D. The City is not precluded, by virtue of review, acceptance, or approval, from obtaining a credit for construction savings resulting from allowed concessions in the work or materials therefor. XII MATERIAL AND EQUIPMENT A. MATERIALS All matenals with the exception of backfill and paving repair matenals will be provided by the City. These materials may be picked up, after 48 hrs advance notice, at the City's warehouse at 206 South Valley Street, Port Angeles, WA. All unused and/or removed materials shall be returned to this warehouse. B. EQUIPMENT AND TOOLS The Contractor shall provide all construction equipment and tools required to complete the work as specified herein. C. INCIDENTAL MATERIALS Materials required for temporary work shall be provided by the Contractor. The Contractor shall also provide pentachlorophenol solution for treating bolt holes, cedar plugs, gains, etc , as required, and all tools, fire suppression implements and other equipment as required. The Contractor shall also supply ancillary items that may be needed for construction or maintenance. This shall Include but not be limited to dral~age culverts, water, gravel, fill dirt, concrete, seed and other erosion control devices. D. ENERGIZATION Upon the completion of construction and cleanup, the Contractor shall energize each project task, or a portion thereof, after written notice to the City Representative, in accordance with applicable sections of the project manual, and as Instructed by the City Representative D-9 UNDERGROUND DISTRIBUTION SYSTEMS General These specifications provide for the construction of underground distribution power facIlities. All construction work shall be done in a thorough and workmanlike manner in accordance with the Contract, specifications, basIc framing Units and construction drawings, adhenng to good construction practices at all times The 1997 or latest edition of the National Electric Safety Code and the Washington Administrative Code (WAC) shall be followed, except where local regulations are more stringent, in which case local regulations shall govern. II Handling of Cable Cable shall be handled carefully at all times to avoid damage, and shall not be dragged across the ground, fences or sharp projections. Care shall be exercised to avoid excessive bending of the cable. The ends of the cable shall be sealed at all times against mOisture with suitable end caps. Where It IS necessary to cut the cable, the ends shall be terminated or sealed immediately after the cutting operation. III Minimum Bending Radius of Cable The minimum bending radius of pnmary cable is 12 times the overall diameter of the cable. The minimum bending radius of secondary and service cable is six times the overall diameter of the cable. In all cases, the minimum radius specified is measured to the surface of the cable on the inside of the bend. No cable bends shall be made within 6.0 Inches of a cable terminal base IV Conduit All exposed ends of conduit shall be plugged dunng construction to prevent the entrance of foreign matter and mOisture into the conduit. Burrs or sharp projections which might injure the cable shall be removed. All PVC condUit must be glued securely with PVC cement. All ngid steel condUit must be securely screwed at all couplings. Pnmary and secondary risers shall be sealed at the top with a suitable mOisture resistant sealant to prevent water from accumulating in the nser V Installation of Cable in Conduit Where cable must be pulled through conduit or duct, the operation shall be performed in such a way that the cable will not be damaged from strain or dragging. The cable shall be lubricated with a sUitable lubncant prior to and during pulling into conduit or duct. In placing pnmary cables, the stress applied while pulling into ducts or during other pulling operations shall not exceed the least of the following: A Where a pulling eye is attached to the conductor, the maximum pulling strain in pounds shall not exceed .006 times the circular mil area for aluminum or 008 times the circular mil area for copper. B. Where a basket grip is placed over the cable, the pulling strain shall not exceed the lesser of (1) that calculated in "a." above or (2) 1 000 pounds. The cable under the cable grip and 1.0 foot preceding it shall be cut and discarded after the pulling operation. C. In no case shall the maximum pulling tension exceed that recommended by the specific cable manufacturer D-lO D. At bends the maximum sidewall pressure recommended by the cable manufacturer shall not be exceeded. VI Tagging of Cables at Termination Points As the cables are pulled they shall be identified and tagged as Indicated on the construction drawings. The identification shall be permanent type, corrosion resistant tags provided by the City. The tag shall be securely attached to the cable as required. Cable terminations at riser poles shall also be tagged properly Tags inside enclosures shall be oriented so they can be read without having to touch them. VII Primary Cable Termination Prefabricated terminations shall be installed in accordance with the manufacturer's Instructions at all primary cable terminals. They shall be sUitable for the size and type of cable that they are used with and for the environment In which they will operate Any indication of misfit, such as a loose or exceptionally tight fit, shall be called to the Light Department Representative's attention The outer conductive surface of the termination shall be bonded to the system neutral. VIII Special Precautions for Cable Splices and Terminations A portable covering or shelter shall be available for use when splices or terminations are being prepared. The shelter shall be used as necessary to keep rain, snow and windblown dust off the insulating surfaces of these devices. Since cleanliness is essential In the preparation and installation of primary cable fittings, care shall be exercised to prevent the transfer of conducting particles from the hands to insulating surfaces. Mating surfaces shall be wiped with a solvent such as denatured alcohol to remove any possible accumulation of dirt, moisture or other conducting materials. A SIlicone grease should be applied afterwards, in accordance with the manufacturer's recommendations. Whenever prefabricated cable devices are opened, the unenergized mating surfaces shall be lubricated with silicone grease before the fittings are reconnected. IX Secondary and Service Connections A suitable inhibiting compound shall be used with all secondary and service connections. All secondary cable connections located below grade or in secondary pedestals shall be made with prelnsulated secondary connector blocks. Diving bells with open terminals, insulating boots or moisture barriers that depend solely on tape are not acceptable. A transformer secondary terminal connection shall be completely insulated. If the secondary terminals are threaded studs, the connection shall be made with a preinsulated secondary transformer connection block. If the transformer secondary terminals are insulated cable leads, connection shall be made with a prelnsulated secondary connector block or with a secondary prefabricated splice when the transformer leads continue directly to the service. If a transformer is so large that it must have secondary spades, the spades shall be taped or otherwise Insulated. Boots used for Insulation shall be taped so that they cannot be readily slipped off Secondary connections to terminals of pole-mounted transformers shall be made so that moisture cannot get inside the cable insulation. This may be accomplished by covering the terminals and bare conductor ends with an appropriate moisture sealant. The secondary connections and insulation shall have accommodations for all future and existing services as shown on the construction drawings and specifications. D-ll X Transformers Transformers shall be handled carefully to avoid damage to the finish and shall be positioned in accordance with the construction drawings and specifications Only qualified and experienced personnel shall be allowed to make connections and cable terminations Lock rings must be installed in addition to penta nut. XI Grounding All neutral conductors, ground electrodes, sacrificial anodes and groundable parts of equipment shall be Interconnected. All interconnections shall be made as shown on the basic framing units. A complete ground loop shall be trained neatly around equipment opening and shall Include the ground rod In the loop. XII Cable Acceptance Tests A. Continuity: After installation of the cable and prior to the high potential test specified below, the contractor and the Light Department Representative shall jOintly perform a simple continuity test on the system. This can easily be accomplished by grounding the conductor at the source and checking for continUity from the end of each tap with a Meggar. B. High Potential: After successful continuity tests, the contractor and the Light Department Representative will jOintly perform high potential tests on each length of cable In the system, with terminations In place but disconnected from the system. The installation shall Withstand for a minimum of five minutes a dc test potential as follows: Primary URD Cable XLPE and HMW Poly Rated Voltage Insulation Thickness Inches Field dc Acceptance Voltage 15 kV .220 52.8kV The voltage may either be increased continuously or in steps to the maximum test value. (1) If increased continuously, the rate of increase of test voltage should be approximately uniform and Increasing to maximum voltage in not less than 10 seconds and in not more than approximately 60 seconds (2) If applied in steps, the rate of increase of test voltage from one step to the next should be approximately uniform. The duration at each step shall be long enough for the absorption current to attain reasonable stabilization (one minute minimum). Current and voltage readings should be taken at the end of each step duration The number of steps should be from five to eight. WARNING: A hazardous voltage may stili exist on the cable after the above testing has been completed. Therefore, before handling the cable, the conductor shall be grounded to permit any charge to drain to earth D-12 CONTRACT CLOSEOUT FINAL INSPECTION A After final cleanmg and upon written notice from the Contractor that the work IS completed, the City Representative will make a preliminary mspection with the Contractor present. Upon completion of this preliminary inspection, the City Representative will notify the Contractor in writing of any particulars in which this mspection reveals that the work is defective or incomplete. B. Upon recelvmg written notice from the City Representative, the Contractor shall immediately undertake the work required to remedy all defects and complete the work to the satisfaction of the City Representative. C. When the Contractor has corrected or completed the items as listed m the City Representative's written notice, It shall mform the City Representative in writing that the required work has been completed. Upon receipt of this notice, the City Representative, in the presence of the Contractor, shall make his final inspection of the project. D. Should the City Representative fmd all work satisfactory at the time of his inspection, the Contractor will be allowed to make application for final payment in accordance with the provisions of the project manual. Should the City still find deficiencies in the work, the City Representative will inform the Contractor of the deficiencies and will deny the Contractor's request for final payment until such time as the Contractor has satisfactorily completed the required work. II FINAL SUBMITTALS The City will not give its final acceptance of the project until all required record (as-built) drawings have been submitted and approved by the City. III GUARANTEES, BONDS, AND AFFIDAVITS The City will not give its final acceptance of the project until all guarantees, bonds, certificates, licenses, and affidavits required for work or equipment as specified are satisfactorily filed with the City IV ACCESSORY ITEMS If equipment is furnished and/or installed on this project, the Contractor shall provide to the City, upon acceptance of the equipment, all special accessories required to place each item of equipment in full operation These special accessory Items include, but are not limited to, adequate oil and grease as required for the first lubrication of the equipment, fuses, and other expendable Items as required for mitlal startup and operation of all equipment V RELEASE OF LIENS OR CLAIMS The City will not give ItS final acceptance of the project until satisfactory evidence of release of liens has been submitted to the City as required by the Project Manual. D-13 ATTACHMENT E CONSTRUCTION STANDARDS CITY OF PORT ANGELES UNIT CONSTRUCTION SPECIFICATIONS SUMMARY LIST ELWHA REBUILD - STAGE 3 PROJECT NUMBER 22-11 IUNIT NUMBER U 3 02 U 3 04 UM 0 01 UM 0 07 UM 0 08 UM 0 11 DESCRIPTION Termination Three Phase Underground 4" Conduit Riser-Primary Three Phase Sectionalizing Cabinet, 200AMP Loadbreak Components have been changed to 600AMP Deadbreak (See Drawing E4 for Detail of Junction) Trenching: Primary, Secondary, TV, & TELCO Depth Parking Bushing Parking Bushing Protective Cap Signage R:\Seattle\11-00803 Port Angeles\Preliminary Work\Specifications(Stage3).xls R.W. Beck Inc. ~ I I I . 5' O. 26 FT ON 40 FT POLE 8 ft. I 6" M. Min~ In. 4611 ~ =1=< TOP LIGHTNING ARRESTOR TERMINATOR LIGHTNING ARRESTOR TERMINATOR ~ PROPERTY SIDE Ground level * NOTE: First conduit installed at maximum distance from pole. @ 0."" ,ft/,,. ~ Appd.Eng "'. ~~.' Appd. ops' ~ Revised: TERMINATION THREE PHASE UNDERGROUND 4" CONDUIT RISER - PRIMARY CITY OF PORT ANGELES ELECTRIC ENGINEERING SPECIFICAnON Sheet-1-of 2 U 3 02 ITEM QUANTITY STOCK No. (~ 0 Clamp, hot line 3 3375 @ Wire, cu, bare, #2 Str. cu (#1/0 & #4/0 Str AL URD) as required @ Cut out, open type, 1 OOA or 200A 3 5120/5121 0 Bracket, mounting, cut out 1 5180 @ Screw, lag 112" x 4" as required 1290 @ Terminator, 15 KV, outdoor 3 7317 (j) Arrestor, Lightning, Distribution Class 3 5000/5001 @ Bracket, mounting, 3 phase outdoor terminator 1 7350 @ Bolt, machine, 518" x required length 3 124X @ Washer, 2 1/4" x 21/4", flat 3 1293 @ Wire, cu, #2 str. cu as required @ Connector (AL or cu) as required 3280/3330 @ Crimplt 2or3 3170 @ Conduit, 4" Ridged SCH 80 PVC, 10ft section 1 8008 @ Bracket, pole riser Standoff 15" min. 5 min. 8520 .. -'~ @ Strap, Conduit Bracket 5 min. 8335 @ Conduit, 4" PVC, Sch 40 20 ft min. 8032 @ Elbow,4" 9(f fiberglass 1 8118 @) Ground rod 518" dia. x 8', Copperweld 1 1368 @ Copper ground clamp 1 1350 TERMINATION THREE PHASE UNDERGROUND 4" CONDUIT RISER - PRIMARY Sheet~of 2 CITY OF PORT ANGELES ELECTRICAL ENGINEERING SPECIFICATION U 3 02 @ 12" TO 18" BELOW GROUND LEVEL. @ Data 1/</n Appd. Eng: .11. "1<~"r Appel. Ops: ~ Revised: THREE PHASE SECTIONALlZING CABINET Sheet-L of 2 CITY OF PORT ANGELES ELECTRICAL ENGINEERING SPECIFICATION U 304 , ''\ f ITEM QUANTllY STOCK No. 0) Vault 48'x72'x42" 42'x66"x38" inside diameter @ Pad 66' x 84'x6" with 18" x 60" hole @ Above ground primary sectionahzing cabinet 24" x 74" x 30" high @ Junction mounting panel @ Tank ground @ Conductor, #6 cu bare STR (j) Crimpit @ Conductor, #2 cu bare STR., soft drawn @ Cadweld *@ Ground rod, 518" dia x 8', copperweld ~ 4" PVC Conduit, Sch 40 @ Elbow loadbreak connector with cold shnnk 7030 1 1 7031 7040 3 ( included wI cabinet) as reqUired 6' 2512 as required 3170 38' approx. 2502 2 2 1368 as required 8032 .. as required 715x .' :;; NOTES: 1 Grout around conduit at vault. 2. Backfill to be mechanically compacted in 6" lifts to 90% maximum Proctor denSity. 3. Ground to be sloped down and away from the top of the vault. * 4. Omit ground rods when grounded vault is used. Date: JfiAJ.. Appd. Eng' Appd. Ops ReVised: THREE PHASE SECTIONALlZING CABINET Sheet-2- of~ CITY OF PORT ANGELES ELECTRICAL ENGINEERING SPECIFICATION U 3 04 ~4'-1 // ~/,/" /'" / '.... .. /...... ~ /' '.... / /... ... /" /[/', ,'T/' /'" ~ ,'/ " / / ' .' . , ',j/,,"'/./<,",,' . ", ".,...... .11, "... . ... ...... "f' I""'" ...... '\ / ...,"', ... , ' ... " .. /... ..../,. ....... ... /' ?... ...... "', .. "': / / //'1//' I.' /' / / / '-.' , " ' '-'0' '. ',,/ /, . '<":"" 1 '" . ""', " '. "", ' ''/// >... " /v 1/ /" '/ .', '/ /:/ ~( ,/1/ /," .// ,-(-{ "';":>:" " ' "1/ "', '< /:' ,/' ... ,,'1 " . "t/ ~ "/'..' / " /47"' ~ '// //.\:>1/\ ES R\Q :",...?,",J /./ :\ "- "1---. ' (!) ~ '. ' 1/',<;/ /"- "/ v"" 1_ --l~J I=" ,/' /1 / ",'/ /..: , /1 /, r---l-l r-- ,. V / ' ./ " <{< 1 2" 2" . >~ / " ", '>- "'./v '" ' ',f2" '. ", /'",'./>V' '/J,/ ,~/ ... .... ... '. ... " .:'1' ' ' .' .... .~/j/~/, ' , , ./ /"" "t" .,//// ~ " " ,../ >>: I I. ',> ' '//, I 1/ ',/ /, L..._________I, ',-: / , ..., " .... " . .' '" '/ , "/' ;-., '/ , '/ > ' ./ /'/"/"//'/"/""-,, ,/,/ / /, / /, / /', ./ /,' ./ ;' '. / TRENCH NOTES r-18' -1 . ~ ... '. t" " '.. .~ .. ...//," 'I' r.~' :~./',// ~~~.:' " :.. /(" \.. "", ... ..... '..: I'" .. " ... ,.'" //1/' '- .. .. . . /.; ,3Q~": ;:/)<. ... .. ,,,,./,'. ........ "~" '\\ " / .1", ' , ,'./ v~.... '. '4i",.. " . /1/ .... ' ,'/ ,.,/"1' ... ',/I" '/' '....*'-...... .. "," ~ "'. /1/. '/" ~// / ::<' /'/ . /.....' .. '\...:," "-,}, /)-, ;- .; /./~:I ? I-~,/; " 'L I 12" I .J"" '/'. /-"~-:::/::::l /''''/ '(~/'/~<//"J /<,-,/ .'<' >, .... ",,', '/" ,,"- "'~ '" /..... 1. ALL GRADES SHOWN ARE ANAL GRADES. 2. ALL COVERAGE DEPTHS AND SPACING DIMENSIONS ARE MINIMUM. 3. THE BOTTOM OF THE TRENCH AND BACKFILL WITHIN 6 INCHES OF ELECTRICAL CONDUIT SHALL BE FREE OF ROCKS LARGER THAN 1.5 INCHES. DEBRIS. PAVING MATERIAL. SHARP ANGULAR OBJECTS OR CORROSIVE MATERIALS THAT MAY DAMAGE THE CONDUIT,cABLE OR PREVENT ADEQUATE COMPACTION OF BACKFILL. IF TRENCH BOTTOM CONTAINS ROCKS EXCEEDING THIS LIMIT THE TRENCH SHALL BE OVER EXCAVATED BY 6 INCHES AND THEN BEDDED WITH 6 INCHES OF ACCEPTABLE MATERIAL AND COMPACTED PRIOR TO INSTALLING THE CONDUIT. 4. MINIMUM COVER AND TRENCH DEPTH REQUIREMENTS SHALL BE INCREASED BY 12 INCHES AT UNDEVELOPED LOCA TlONS WITHOUT FINAL GRADE STAKES. CUSTOMERlDEVELOPER RESPONSIBLE FOR COSTS ASSOCIAlCD WITH RELOCA110N OF UNDERGROUND FACIUTlES DUE TO SUBSEQUENT GRADE CHANGE. 5. THE DEVELOPERlCUSTOMER IS RESPONSIBLE FOR PROVIDING FINAL GRADE OF THE TRENCH AND WILL BE RESPONSIBLE FOR ANY SUBSEQUENT GRADE CHANGES AND THE ASSOCIATED COSTS TO RELOCATE UNDERGROUND FACIUTlES. 6. TRENCHES 48 INCHES DR MORE IN DEPTH INTO WHICH A WORKER MUST ENTER SHALL HAVE ADEQUATE PROTECTION PROVlDED PER WAC 296-155. 7. ALL CONDUIT TO BE 1 INCH MINIMUM FROM SIDES OF THE TRENCH. THIS SEPARATION IS REQUIRED FOR ADEQUATE COMPACTION. B. ALL ELECTRICAL TRENCHES MUST BE INSPECTED AND APPROVED PRIOR TO BACKFILLING. 9. CONTROlLED DENSITY BACKFILL REQUIRED UNDER ALL PAVED STREET SURFACES. LEGEND ES - ELECTRIC SERVICE T - COMMUNICATIONS EP - ELECTRIC PRIMARY 'TV - CABLE 'TV Sheet--Lof 1 @ Date' 12J27,o, Appel. Eng' - - ~.-=..;. Appd. OPS~ Revised: TRENCHING: PRIMARY, SECONDARY, TV, & TELCO DEPTH ENGINEERING SPECIFICATION CITY OF PORT ANGELES LIGHT DEPARTMENT UM 0 01 ~ Date: Appd. Eng: ~ Appd.Ops: ~ Revised: PARKING BUSHING - STOCK NUMBER 7125 UM 0 07 PROTECTIVE CAP - STOCK NUMBER 7190 UM 0 08 PARKING BUSHING PROTECTIVE CAP Sheet~of 1 UM 0 07 UM 0 08 ENGINEERING SPECIFICA1l0N CITY OF PORT ANGELES UGHT DEPARTMENT /- ALTERNATE LOCATION FOR 10"x7" , "DANGER, UNDERGROt:1ND BACK FEED" SIGN. T ---- ~ ) ~ ~~ .l.~ I ALTERNATE LOCATION FO lO"x7" "DAN UNDERGROUND BACKFEED" SIGN. REFERRED LOCATION FOR 10"x 7" "DANGER, UNDER- GROUND BACKFEED" SIGN. ".--- /' STREET SIDE .. '-0 \,g u '\10 I 0111 NOTE: 1. USE ALTERNATE LOCATION ONLY IF PREFERRED LOCATION NOT ACCEPTBLE & CLIMBING ABOVE NOT ALLOWED, 2. INSTALL USING GALVANIZED CORROGATED NAILS. Dole: A .ENG: AP9d.OPS: Revised: ENGINEERING SPECIFICATION \\ DAJ..,1{a f:JZ.. - L.H.:. D f;r2. 61 iW U~ :) BAC.-K pee 0 " SIU1,~ SHEET --!.... of ~ STANDARD SPEC. No. I lJM 0 II : CITY of PORT ANGELES LIGHT DEPARTMENT u. PROPERTY SIDE Dale. A .ENG: Appd.OPS: Revised: T LA . -1f.....'f.)crJ ~h~.:..6.- ~..:NSTALL lO"x7" "DANGER, UNDERGROUND BACKFEED" SIGN USING 4 GALVANIZED, CORROGATED NAILS _.-INSTALL lO"x7" "DANGER, UNDERGROUN BACK FEED" SIGN USING 4 GALVANIZED, CORROGATED NAILS. ----,;- 16" ._~. .t, I 3 ' 3' l I 6"X 6":, I II II i I U STREET SIDE ,I" ENGINEERING SPECIFICATION ~ I' \ 'DA}J0c; CZ - L-\ :J~':;2:;;:;~'L1 ~\ v B':-.C-~ Fe::=.: C; ::, I (!")f. CITY of PORT ANGELES LIGHT DEPARTMENT SHEET~ot~ STANDARD SPEC. No. UM 0 II itA 1) 6 ft. x 9 inch diameter concrete bollard set min. 2 1/2 ft. in the ground and in gravel, compacted. 2) For customer installations: 6 ft. x 6 inch diameter concrete filled steel pipe set min. 2 1/2 ft. in the ground and in gravel, compacted. Date: \0/4/ 0, ~ Appd. Eng: .$ct- Appd.Ops: ~ Revised: ENGINEERING SPECIFICATION BARR I CADE SHEET 1 of 1 STANDARD SPEC. CITY OF PORT ANGELES LIGHT DEPARTMENT UM 5 02 UM ATTACHMENT F CABLE TAGS & PULLING TENSION PULL-PLANNER~ 2000 PULL I.D.: elwha CONDUIT INNER DIAMETER: 4.75 INCHES CONDUIT FILL: 11 % TOTAL OF 3 CABLES OF 1 DIFFERENT TYPES BEING PULLED. CABLE # 1 3 CABLES O.D. OF 0.945 INCHES WEIGHT OF 1.647 LBS/FT TOTAL CABLE WEIGHT: 4.941 LBS/FT CALCULATED WEIGHT CORRECTION FACTOR: 1.08 CONFIGURATION: CRADLED JAM/CLEARANCE ANALYSIS: JAMMING NOT PROBABLE COF= o. 2 INCOMING TENSION= 0 LBS STRA SECT ANGL UP STRA OR SECT DOWN LEN(ft) BEND TYPE UP OR DOWN BEND BEND RAD(ft) ANGLE TENSION (lbs) SEG 1 o NA 1200 NONE NA o o 1281 SW PRES (lbs I ft ) o ATTACHMENT G ELWHA LINE PHASE 3 PLANS . CITY OF PORT ANGELES. LIGHT DIVISION-STAKING SHEET DEPT I 0 ELWHA UG - REBUILD STAGE 3 PROJECT NUMBER 22-11 ACTMTY SHEET 1 OF 1 DESCRIPTION PRIORITY ENGINEERED BY CHAD LARSON DATE SPECIAl INSTRUCTIONS CHECKED BY K C FAGEN DATE SYMBOLS LOCATION DATE ISSUED REVISED E-EXISTING DESCRIPTION OF WORK FOREMAN FILE R-REMOVE SUBSTATION/FEEDER START DATE OTHER A-ADD LOCATE COMPLETION DATE COMPLETED OPS MGR COPIES MAlNT INSP CREW DPW TOTAL LOC POLENAULl DISTANCE WIRE SIZE MISCELANEOUS CONSTRUCTION UNITS PORT ANGElES CONSTRUCTION SPECIFICATIONS MI~C & REMARK~ NO NUMBER FT. E 17B P4 R 17B P4 A 17B P4 50 350kcmll CU UM 0 11 U302 U 3 02 use 5" Conduit & Brackets. Distance is to the Riser E 17 17 R 17 17 A 17 17 50 350kcmil CU VLT Distance is to Pole 17B E 17A 17A R 17A 17A A 17A 17A 50 VLT Distance IS to Pole 17B E 18 18 R 18 18 A 18 18 500 350kcmil CU U 304M. 6-600AE Distance IS to Vault 17 E 18A 18A R 18A 18A A 18A 18A RC. BFV E 19 19 R 19 19 A 19 19 975 VLT Distance IS to Vault 17 A E 20 20 R 20 20 A 20 20 975 350kcmil CU U 304M. 6-600AE Distance is to Vault 18 E 21 21 R 21 21 A 21 21 1000 VLT Distance IS to Vault 19 E 21A 21A R 21A 21A A 21A 21A RC. BFV E 22 22 R 22 22 A 22 22 1000 350kcmil CU U 304M. 6-600AE Distance is to Vault 20 E 23 23 R 23 23 A 23 23 1000 VLT Distance IS to Vault 21 E 24 24 R 24 24 A 24 24 1000 350kcmil CU U 304M. 6-600AE Distance is to Vault 22 E 25 25 R 25 25 A 25 25 1000 VLT Distance IS to Vault 23 E 26 26 R 26 26 A 26 26 950 350kcmll CU U 304M. 6-600AE Distance is to Vault 24 E 26A 26A R 26A 26A A 26A 26A RC.BFV E 27 27 R 27 27 A 27 27 900 VLT Distance IS to Vault 25 E 28 28 R 28 28 A 28 28 850 350kcmil CU U 304M, 6-600AE Distance IS to Vault 26 E 28A 28A R 28A 28A A 28A 28A 400 VLT Distance IS to Vault 27 E 28B R 28B A 28B 100 350kcmll CU UM 011 U302 U 3 02 use 5" CondUit & Brackets Distance IS to Vaults 28 & 28A. & Rise . RC RS BFV VLT U 3 04M 600AE REMOVE COVER AND VAULT LID REMOVE SECTIONALlZER AND VAULT LID BACK FILL VAULT INSTALL STOCK ITEM 7030, 7031. AND SECURED COVER FOR 19" X 60" HOLE MODIFIED PORT ANGELES SPECIFICATION U 3 04, 210AMP LOADBREAK COMPONENTS HAVE BEEN CHANGED TO 600 AMP DEADBREAK (SEE DRAWING E4 DETAIL 3 FOR JUNCTION) ELBOW DETAILED ON SRAWING E4, DETAIL 1 . R \Seattle\11-00803 Port Angeles\Prehmlnary Work\Staklng(Stage3) xis Page 1 R W Beck Inc . . / . / /.v // / // '?~' , ,////' ~.~ ~O~ ,/' :&~/ b~" 0 / >y /' .'/ ,/ !P ,,/ y~ ' /I,~ VAULT 23.,././/~' ~~" /,,/ / ..--II ~/ / / _ l' 5, / . . ..' ..--II ~./,,' ,/' . - - ~"" -' ,." ./ ,.....\ <. 21 , '. \ ~ \ \ . \ \ \ ,\ . \ \\', , , \ \ \ \ \ \ . \ \ \ \ \ \\ . \ \ \ .. \ \ \ \ \ \\ \ \ \\ ' .... tJ ~ .11 ,,/' - -.,::"., .-- . - ~-- ' .../" o . ...."" ........ . .,," ....... ~....; .,.., ..------- - - '- 'J /. ~" -- - .-"- ..' .......-- \ / I "" ..~...,.. .... ~ .. .... ..~ VAULT 27 \. - Z.."- ~..-"- u ,,~,.-' ",..-,/,..- I ___' >...-' ;;:r:'.- ' /"'// ~./ - /;;<-:~;-~~i\\'g/~)a"~.1>O;:;: ~._OW//' \~ .... VAUli"28A ~/~/.p .~~_/'-'--'- VAUL T 28 . ~/ ,~oOi " . W!SECTlONALIZER \?.:::-- oJ J~~' . _ -.....d~ . '\. CATCH BASIN WITH 24-INCH INLET ..... ~/vI 2",00 ~O flc AND OUTLET CULVERTS . " ~~.....-- . ....... ~ S"" (ENDS OF CULVERTS NOT LOCATED) J -''f''': ,,,,00 .' .' '\-<" ....../ /' , LOCATIONS 17-28. TRENCH AND INSTALL 2-5", - i AND 1-4" CONDUIT. SECTlONAUZE THE ONE 5" ,_! CONDUIT AT VAULTS 17A, 19, 21, 23. 25, 27A POW[R"-POLE WITH GUY$ FOR (NO CABLE). SECTlONAUZE THE OTHER 5" CONDUIT ........6VERHEAD TO SOUTo/WEST AT VAULTS 18, 20. 22, 24, 26. 28 AND INSJAlt--I\ ...-/ I 3-350 MCM CU UNDERGROUND ~~ONAUZED \ ,./ I AT VAULTS. TERMINATE_ANIYCAP THE 4" CONDUIT AND /../.... i 5" SPA~tT12.; ABOVE GRADE AT LOCATIONS \ .......... i 17A-Atf 288. 4" COMMUNICATION CONDUIT 8Y-PASS~S /' ..... I A~1.. VAULTS. \ () I i ....~ "--- .......', LOCA TE NEW TRENCH '-;~':<>...... " ~::::---" ~ ~.. ""'" , On ........ .......... """'" ", ............... - WEST OF EXISTING "."" <. '.Vl l/) ...... UNDERSRO.!JND CABL~LEC. VAULT -.......:::::--, '-~ ~ '-.... IN THIS A 1JADJACENT TO ',.:'-, ::::!~...... '-'-, CONTROL POINT ... ...~~ ~' >...... '"" ~ REMOVE MANHOLE 'c;. ,~ ''''... ....'........ '-. ----......... ~L1D ~~CKFILL "<:>" C'oNflroL POINT\.. 10 NO. '. . V AUL T "'26........ ,"<:--,' <" CONTROL .pNE -. /.: p. . W/SECTlONAtlZER UNDERGROUND POWER 61NE 6+00....-_.:''''' -, " ','. ,WATER LINE "1', " .'.: ,-" ... .~ . ", ". " .. " '" II ........, I ''-, '- , ft -. 6"'00 .....-.--- ~ --- ~ '-- VARIOUS WATER" VAL VES AND BOXES " '. ", , " " WATER , .' "- " \ \ \ \ \ \ \ \ i \ \ \ \ , , / , .... - -- ....~-" .............;.. ---- /- _ .-;.0 ~,V' /" ~/,. /'/ // / ______ _;:::_ ____ .-_. ---..._ I ---.::::::::::- .. --- -:----- -. " J ------L /- -~~ ------ ' '''- . ///- ---:::::.-.~~ ::~- / ~// ----~ .'--...:::::::::.---~ ~---- :i ////--/ _____...., ----..::::..::::::--..... ___. ". _ . _ __ /,r -----____ -'--::-.::::::::,-. ~~'.--- "- . - - D NO ~5~/..::::_ ~ .-'.:... -:: --- ::::::--- T & I . ;:- ~. ~----'-- --.------------ --- r' ---- CONTROL P~~NTROL ~!/JE-/- --p;::::- /~ .... -----._,__ ----- ") UNO POWE!."...., NE -- fi-/ _. / VAl:tl..:J:-2,5 _. '. -------._ # / ~ ry UNOERGRO ,jfAT-t:::K LI .P 0- --..~ .:;",-,-p- - . ~'0~ 4 ............. ~~.~.--- C) -& "_ '~._~ 1.1;00 --~~ .' / -J -" ..- zROW ./ ,.....\ ----- ____ 1~+00 ~_ .... / :tROW, _'.. _ . V~UL T 24 W!SECTIONA_UZE~__ _ o' __ '.--::-::: ,-::::::-p~"------:-'. ____ '" '. 1$+00 --;,..~~,-.....;>_ 78 - - '-'. .-.-0.- ---= _ ~-;:::--..j~ . -- .. .'-p. +- - +- ---p--",~ __ -'_, .___.,. 16"'00" - - p=--",-- - 00 . _ _ w p :\7--1-----=' +- _,v, 2'~ ............. AIr- _. . 18+00 ---~ ---.:::::J . '. ~ -/':; .~._ '__ . "'___ 'of 19+00 20+00 7 ;> Sc- -~ SC-e ----! '--- ----_ __ Yi1'S,--- liON f-- ----- --.------- - - ce~_ J -'-, . __'0 - -- - --nwW-- 3-;-- xROW --- -....---- / --. / ! ...- / / " i / o I "'.... ---- '. I \ I GRAPHIC SCALE: 1:z.47KV UNOERGIlOUNll D1SlRlBUllON ~~ Twt CITY of PORT 50 0 1.1.1111111 50 I 100 I t'J WI-lA IltJllt:'~~~nlltJn ~j:'RIIII n I \ \ \ ~5 -p- -loI- , \ , \ ....'. \..,.... , \ I \ i \ i \ ,,;' FILE NO P AKOl 001 W/O 11-00803-10000 ELEC VAULT REMOVE MANHOLE LID AND BACKFILL ;"r /~AULT 18 W!SECTlONALlZER =t- ~ __ - F' -'5- o~ ~ --""" -p-, I p ~ 1'F- -jry> _.,_- _~,Jb< - p ~p --~ T' -,- " - - '" _~ ' .e.- --~-=--~- -+-- -'---v -=v= --. '1' ----...'!----51-~--s2+00 P-:"f -~ --;J - -===-\'r-=-=--...lCl~ ~-W --v= 49~OO "" r 50+00 ~- - ..- . moo __"- -.---"iL---.-.. u_ .___ _. u 'xRUW ' ..~_.------._. ,- --- ; ~~ DIRT ROAD WITH 12-INCH \ 18-INCH CULVERT CUL VERT ~ . - " -. -- . "-- ........ ..... " , / / '----....... --- --" -----------. -- ---. -" ; " -::--:.-~ -:-;~~~- - - - ~ ~.:::~-- :;>/ \ \ V~J,}L T 21 {-t.:) // /", .' /// ------= &-t \ _....... ,// ~ ~--~~~-~JJ~v~~ ~, .~/' -/'---',~ ;;;;'\~~"-" ---- ,/ ~ 32,,"00 '., ~ ' ,VAULT 22. W!stCTIONALlZER ~'MH-6 ._------ .______~: Jo$"oo ~~~~'" "', \.- r-7 ..;I~1"'00 ~EUe:'--vAULT \':::-'_ __ ", ~~ '. . " .,.' _ - r./~:;')' /' ./ ...-/' - REMOVE MANHOLE - --. J.s.~~ _', _ y~-: ';~ /. . UD AND BACKFILL , , '" .:" ~~., ~ - y....-~ . ' \. ' ~ ' , ~.... .' \ , ... ""-i _ IV ".' '. , -~-- \.... --p -r - ~e.------: __.--- Ar \ '. ", . "'~ p. p p -.-- '" ----- V ~ 5 \. __ \ \ -'- --. .?s. 101 ~ - ~~27,,"0 __-- CONTROL POINT & 10 NO. \,..... "'.' .;, --- .-- ~ - ..- '" - CONTROL LINE - 'Wf6 -------- UNDERGROUND POWER LINE _p_ \ \. '----.--.----.----.~6'l_'OO---- WATER LINE -v- \ \ ~ \ \ \.. \\ H ./.11/ 'tJ~/) .\........~u G:Y,<jDC- - ---------------- -- CP 14 CP 13 CP 12 l' ~if 'zROW - . / / ,,' /' .--- .-/'/ \. \ \ /' \ ,../"'........ ...,j....... ./ .--.... ./ -- -----\------ --------- --.----- \ ,------ \ // \ ---... ---.- \ ----- - \ ---- . --.-r-- -- , \ \ 1\ AREA OF RECENT / LANDSLIDE ~_ ..___/ ' /~-_- .. .' ------ ___J..._ .... ---'-- \ '<]...../ jVAULT 19 .--<:.5~. _ __.- L=:- P -=C J'~ ....:.-- '.p .--- - ~ v- 44+00 ,.. '--. - _. ---42+(}f}--' -- 4.J~OO ~ . ---- ~ toeA TE NEW TRENCH 1'-0" NORTH OF UG CABLE IN AREA OF LANDSLIDE ./ / .....,.. ......... / ../'" ./ CP 11 = STA. 53+24.81 CP 10 = STA. 53+33.91 CP 9 = STA. 74+31.57 CONTROL POINT & ID NO. CONTROL LINE UNDERGROUND POWER LINEr - WATER LlN ..-// ......../ .,.,/'" :tROW --~- ~VAueiT 20 ..--/ W/SECllONALlZER \ 13 ~ I -Ii' -- ._.... -.n+W '\ ~'8-INCH CULVERT - Ip --~- - "--..- 38+00 i \\ .... '. \. . , ..- ....- . GRAPHIC SCALE: 50 0 50 1lIlliloI.1 I 12.47KV UNDERGROUND DISlRtBUTION ELWHA UNDERGROUND REBUILD FIl.E NO PAK01002 WiD "-00803-10000 owe NO DES CL 0"" ON ~. CITY of .. ~. PORT 100 I , \ \ \ \ i \ \ ; STA. 36+74.38 STA. 39+55.27 STA. 45+99.62 I \ \ \.. \ /' // ..,......""'. , ',,- L215 \ \ \ \--- -p- _v- :tRO~ ---\ :tR0 I ~ TYP NZ\; I ~\~I w\1J) I.n ~\ 3' 2 I """'-'- 7-23-2003 . \ CONTROL POINT & 10 NO. . CONTROL LINE UNDERGROUND POWER LINE WATER LINE 5,0 o ~5 -p- _v- 58+00 59+00 --"\.. - \CEN:;~' 'oF-{REEK 6" -WA rER LiNE:- ELEC. VAUL T & WA TER VALVE ,- -- ,..-- ..- \ ~~ ~. ,-- _----Y--~ -,- ......................... 50 I 100 I 1- 7-23-2003 CITY of PORT 12.47KV UNOEIlGROUNo OISlRIIllIlION FI1.f NO PAK01oo9 w/O 11-00803-10000 OWG NO ELWHA UNDERGROUND REBUILD -- . . [)(lEND CABLE NEUlRAL AlLOW 6' SLAO< FOR DISCONNECllNG AND PARKING lERMlNA liONS 600A ELBOW TERMINATOR, 15KV ClASS DETAIL 1 NO SCALE INSULATED PROlECTING CAP PRO\IIDE WHEN A TAP CIRCUIT IS NOT INSTAlLED. SEE DETAIL SEPARAlE GROUND VIlRE AND ATTACH TO J-BOX GROUND LUG, TIP 2 PLACES GROUND LUG LOADBREAK REDUCING TAP PLUG ElASllMOLO 6S0ETP OR APPROVED EOUAl 600A, 15KV CLASS LOAlDBREAK JUNC110N ELASnMOLD K650J4 OR APPROVED EOUAl ElBOW PARKING, ONE POSIlION ON EACH SlDE 2/0 CU -------- 600A FEED-THROUGH 4 WAY JUNCTION WITH 200A TAP DETAIL NO SCALE CD R/W . ELASlIMOLO ISKV CLASS CATAlOG NO 168DRG OR APPROVED EQUAl NOTE: 1. EACH UNUSED JUNClION BUSHING SHAlL HAVE ONE OF THESE CAPs. 15KV ClASS INSULATING PROTECTIVE CAP DETAIL {~ NO SCALE V ElASlIMOlD 1SKV CLASS CATALOG NO K656DR OR APPROVED EQUAl 15KV CLASS INSULATING PROTECTIVE CAP DETAIL~ NO SCAlED PROPOSED lRENCH LOCA liON \ 0 0 -1-4" <V 00 - 2-S" 7't 6/t \ \ SECTION NO SCALE {TYP~ E-1 E-1 ~-2 E-2 DESCL DM< R/W CONSTRUCTION NOTES 1. SEE SURVEY DRAWINGS E:LWHA UNDERGROUND DISTRIBUTION LINE REBUILD PROJECT 22-11', DATED 8/1/02 BY NTI SURVEYING. PORT ANGELES. 2. SEE CONSTRUCTION DRAWING FOR UNDERGROUND POWER LINE C11062-5 DATED 08/77 AND FOR WATER LINE C11062-2 DATED 08/77. \~T~ t~~ CITY of ~ Df'\hYT' lU7KV O\IERHtAO OIS1RlllU11ON <:'1 \l1U A II"'nI:"Or.!onIIMn o~RIIII n C::Tb.n~ , 7-23-2003 mE NO W/O P AKOl 039 11-00803-10001