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HomeMy WebLinkAboutPOW Contracting, Inc. - West Yakima Irrigation System Phase 2 ImprovementsCITY OF YAKIMA WEST YAKIMA IRRIGATION SYSTEM PHASE 2 IMPROVEMENTS CITY OF YAKIMA PROJECT NO. IR2323 HLA PROJECT NO. 14055 Construction Contract Specifications & Bid Documents SEPTEMBER 2014 Water Irrigation Division +& H LA 2301 Fr uitvale Boulevard Yakima, WA 98902 ♦ Huibregtse, Louman Associates, Inc. Phone (509) 575 -6020 Fax (509) 575 -6238 Civil Engineering • Land Surveying •Planning "ORIGINAL - CITY OF YAKIMA" IADDENDUM NO. 1 ' To the Contract Provisions for CITY OF YAKIMA, WASHINGTON ' WEST YAKIMA IRRIGATION SYSTEM PHASE 2 IMPROVEMENTS HLA Project No. 14055E ' BID OPENING: OCTOBER 2, 2014 2:00 P.M. ' To the attention of all bidders for the above project: The following additions, revisions, and /or modifications are made to the Contract Documents, Plans, and ' Specifications for this project: ITEM 1 — Unit Price Bid Proposal, Page 3-4 ' Replace the Unit Price Bid Proposal on page 3 -4 and 3 -5 with the attached Unit Price Bid Proposal numbered Al and A2. ITEM 2 — Technical Specifications, Section 1 -07.6 Permits and Licenses, Page 6 -23 Supplement this section with the following: The Contractor shall be required to obtain a Right -Of -Way — Excavation Permit from the City of Yakima prior to commencing work. The enclosed application titled "City of Yakima Application for Right -Of -Way — Excavation Permit, Irrigation - Utility ", published September 10, 2014, shall be completed by the Contractor with assistance from the City of Yakima Water & Irrigation Division. A conforming traffic control plan shall be prepared by the Contractor's Traffic Control Supervisor and included with the application. Payment for the traffic control plan preparation shall be included in the lump sum price bid for "Project Temporary Traffic Control." All Right -Of -Way — Excavation Permit ' fees due to the City of Yakima shall be paid by the City of Yakima Water & Irrigation Division. The Contractor shall familiarize himself with the enclosed City of Yakima Municipal Code, Chapter 8.72 Excavations In Public Rights -Of -Way, and shall comply with all requirements. All costs incurred to comply with these requirements shall be considered incidental work to the various bid items and no separate payment will be made. ITEM 3 — Contract Plans, Sheet 2 Replace the respective numbered General Notes with the following and add the new General Notes: 3. The Contractor is advised that a portion of the project will require work with asbestos cement pipe. The Contractor shall be responsible for complying with all codes and requirements associated with handling, removal, and disposal of materials containing asbestos. 7. Prior to construction, the Contractor shall be required to pothole and verify existing utility locations and elevations, especially at the connection points and at potential utility conflicts, including at ' horizontal directional drilling locations. It shall be the responsibility of the Contractor to notify the Engineer immediately where existing utilities are found to conflict with project improvements. Such notification shall be made in advance of further construction activities such that grade adjustments may be issued by the Engineer. No additional compensation will be allowed for potholing or verification of existing utility locations. IG \PR0JECTS\2014 \14055\Addendum 1.doc ADDENDUM NO. 1 n t II 15. The Contractor shall submit a site specific traffic control plan„ in accordance with MUTCD to the City of Yakima for approval prior to any construction activities within, or affecting, the right -of -way. The Contractor shall be responsible for providing any and all traffic control devices as may be required by the construction activities. 28. The Contractor shall anticipate varying existing pavement thicknesses within Summitview Avenue. At locations where the new irrigation main crosses Summitview Avenue, the Contractor shall anticipate cement concrete pavement of varying thicknesses under the existing asphalt pavement. Removal of existing pavement including sawcutting, regardless of material or depth, shall be included in the unit price bid for "Trench = Inch __ Pipe." No additional payment will be made. 29. Irrigation service installations are primarily located in customer backyards with limited accessibility due to fencing, landscaping, structures, and other features. The Contractor shall anticipate use of small equipment or hand operations at irrigation service installation excavation locations. The Contractor shall certify he has visited the project location and understands site conditions at the time of bid. No additional compensation shall be granted for claims associated with constructability, site accessibility, and site restoration. This ADDENDUM is to be considered as much a part of the contract provisions as if it were included in the body of the Plans and Specifications. All Bidders shall acknowledge receipt of the ADDENDUM on the proposal form prior to bid opening. ..f -z,-, -/¢ Date ADDENDUM NO. 1 B jamin A. Annen, PE Huibregtse, Louman Associates, Inc. (HLA) 2803 River Road Yakima, WA 98902 Phone: (509) 966 -7000 G: \PROJECTS\2014 \14055\Addendum t.doc ..f -z,-, -/¢ Date ADDENDUM NO. 1 ' UNIT PRICE BID PROPOSAL (NOTE: Unit prices for all items, all extensions, and total amount of bid must be shown. Any changes /corrections to the bid must be initialed by the signer of the bid, in accordance with Section 1- 02.5.) CITY OF YAKIMA WEST YAKIMA IRRIGATION SYSTEM PHASE 2 IMPROVEMENTS CITY OF YAKIMA PROJECT NO. IR2323 HLA PROJECT NO. 14055 e 1 ITEM NO. ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE AMOUNT DOLLARS -CTS DOLLARS -CTS 1 Mobilization LS - -- X - -- _ 2 Project Temporary Traffic Control LS - -- X - -- _ 3 Clearing and Grubbing LS - -- X - -- _ 4 Asbestos Cement Pipe Removal and Disposal LF 5,700 X = 5 Abandon Irrigation Valve EA 8 X = 6 Shoring or Extra Excavation LS - -- X - -- _ 7 Horizontal Directional Drill 4-Inch HDPE Pipe LF 5,110 X = 8 Horizontal Directional Drill 2 -Inch HDPE Pipe LF 20 X = 9 Trench 12 -Inch PVC Pipe LF 2,290 X = 10 Trench 8 -Inch PVC Pipe LF 1,730 X = 11 Trench 6 -Inch PVC Pipe LF 2,400 X = 12 Trench 4 -Inch PVC Pipe LF 220 X = 13 Trench 3 -Inch PVC Pipe LF 750 X = 14 Trench 3 -Inch G.I. Pipe LF 20 X = 15 12 -Inch Gate Valve EA 2 X = 16 8 -Inch Gate Valve EA 3 X = 17 6 -Inch Gate Valve EA 4 X = 18 4 -inch Gate Valve EA 18 X = 19 3 -Inch Gate Valve EA 4 X = 20 2 -Inch Ball Valve EA 3 X = 21 1 -Inch Service Connection EA 111 X = 22 3/4 -Inch Service Connection EA 100 X = 23 1 -Inch Service Lateral LF 940 X = 24 314 -Inch Service Lateral LF 950 X = 25 1 -Inch Service Valve EA 111 X = 26 3/4 -Inch Service Valve EA 100 X = 27 Type 1 Valve Box EA 48 X = 28 Type 2 Valve Box EA 200 X = 29 Cold Mix Asphalt SY 3,750 X = 30 HMA Trench Repair SY 3,800 X = IGAPROJECTS\2014 \14055Wddendum 1 doc Al ADDENDUM NO. 1 71 I ITEM NO. ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE DOLLARS -CTS AMOUNT DOLLARS -CTS 31 Gravel Surfacing Repair SY 20 X = 32 Sodded Lawn Repair SY 1,150 X = 33 Cement Conc. Traffic Curb and Gutter LF 330 X = 34 Cement Conc. Sidewalk 6 -Inch Thick SY 60 X = 35 Cement Conc. Sidewalk 4 -Inch Thick SY 55 X = 36 Crushed Surfacing Base Course TON 1,750 X = 37 Select Backfill, as Directed CY 180 X = 38 Pavement Markings LS - -- X - -- _ 39 Minor Change FA Est. X $15,000.00 = $15,000.00 BID SUBTOTAL 8.2% STATE SALES TAX BID TOTAL NOTE: By submitting this bid, the Contractor certifies that he has visited the project location and understands site conditions at the time of bid. No additional compensation shall be granted for claims associated with constructability, site accessibility, and site restoration. IGAPROJECTSV01 411 4 05 51Addendum 1.doc A2 ADDENDUM NO. 1 1 1 1 1 1 1 1 1 1 1 1 CITY OF YAKIMA APPLICATION FOR RIGHT -OF -WAY - EXCAVATION PERMIT Irrigation- Utility Fee: $100.00 (other fees may apply - see fee's list in ordinance) Today's Date: 1 /201 Anticipated Work Start Date: / /201 Please complete all information. Incomplete information will delay approval of this application and permit issuance. Applicant: City of Yakima Water/Irrigation Exact Street Address of Work: O Cutting asphalt or concrete alley or street: Street PCI Index: Size of Cut: Restoration fee size: Water /Irrigation: Name: Phone: Contact Person: Permit Fee $ Inspection Fee $ Restoration Fee (calculation attached) $ Total $ Briefly state the purpose of this work and what will be done: • New irrigation service O Irrigation Service Repair • Irrigation Main Install O Irrigation Main Repair O Other Do you propose to close or restrict traffic any section of street or alley? O Yes O No If yes. you must submit a proposed traffic control plan with this application The information contain in this application is correct and true. I understand that approval of this application will be based on the information contained herein and no work is authorized that is not stated here. I understand that the work performed must conform to city standards and specifications including the RIGHT -OF -WAY- EXCAVATION PERMIT and those conditions are subject to change without notice. Name of Applicant (Please Print): Signature of Applicant: Date Update - September 10, 2014 fl 1 fl Right -of -Way — Excavation Permit Requirements: 1. The applicant shall comply with the applicable sections of Titles 8, 12, 14 and 15 of the City of Yakima Municipal Code, applicable City of Yakima Standard Details, and the applicant provisions denoted below. 2. Applicant shall be responsible for all costs and expenses incident to the performing of this work and will also be responsible for any loss or damage that may be directly caused by the performing of this work. 3. A copy of this permit shall be available on -site whenever work is being performed. 4. The Applicant shall maintain the required Insurance forms and certificates for the entire time that any work is performed subject to this Permit. 5. Open excavations shall not be left unprotected when no work is being performed. Backfill, steel plates, security fencing and other safety options may be considered on a case by case basis by the City. 6. The contractor shall furnish and maintain signs, barricades, lights, flares or any other appurtenance necessary to protect the public or when directed by the Street Inspector in accordance with the MUTCD, Sec. VI. 7. All work shall be performed to the satisfaction of the City Engineer. If said work is not completed or approved, the City Engineer will hire the work done and the applicant shall pay the costs, in full. 8. This permit is valid for 30 calendar days. If additional days are required, permit extensions will be required ($100 per each 30 days). 9. The responsible party shall insure that the street break inspector is notified three (3) working days in advance of starting work and keep the inspector informed on the progress of work so inspections can be made. Work accomplished without proper notification shall be redone with proper inspection. 10. A fully licensed contractor must do any work within the right-of-way. 11. Backfill around or under infrastructure shall consist of crushed surfacing top course (5/8 — inch minus aggregate) for the full depth of the trench compacted to 95% of maximum compaction as detailed in ASTM 1557. 12. Driveway location shall be as limited by YMC 15.06.065. 13. If applicant proposes to restrict the traffic in any section of street or alley, the applicant shall submit a legible traffic control plan that meets MUTCD standards and is designed by a certified Traffic Control Supervisor, such certification received from the American Traffic Safety Services Association (ATSSA) or an approved equal. Update — September 10, 2014 August 19, 2014 updated 1 Sections: EXHIBIT "A" Chapter 8.72 EXCAVATIONS IN PUBLIC RIGHTIS -OF -WAY 8.72.010 Purpose. 8.72.020 Definitions. 8.72.030 Excavation permit required — Administration. 8.72.040 Conditions of permit — General contractor is responsible for the permit and all subcontractors. 8.72.050 Execution of work. 8.72.060 Review of Ordinance 8.72.070 Fees. 8.72.080 Violations — Civil Penalties — Appeals — Criminal Penalty. 8.72.010 Purpose. The purpose of the chapter is to preserve and protect the quality and longevity of city roadway infrastructure by restoring the public roads to their former condition after street excavations. 8.72.020 Definitions. For the purposes of this chapter, the following terms, phrases, words and their derivations shall have the meaning given herein. When not inconsistent with the context, words used in the present tense include the future, words in the plural number include the singular number, and words in the singular number include the plural number. The word "shall" is always mandatory and not merely directory. "Administrator" means the city's utilities and engineering department. "Applicant" means any person making written application to the! administrator for an excavation permit hereunder. "City" means the City of Yakima. "City council" or "council" means the city council of the City of Yakima. "Emergency" means a condition of imminent danger to the health, safety, and welfare of property or persons located within the city including, but not limited to, damage to persons or property from natural or manmade consequences, such as storms, earthquakes, riots or wars. "City manager" means the city manager of the City of Yakima or his or her designee. "Excavation work" means the excavation and other work permitted under an excavation permit and required to be performed under this chapter. "Paving Condition Index" or "PCI" means a written rating measuring pavement condition using a numerical index between 0 and 100, where 100 equals no defects, that is calculated from a visual survey of street distress based upon principles or practices reasonably accepted within the civil engineering or traffic engineering profession. Principles or practices reasonably accepted within the civil engineering or traffic engineering profession include, but are not limited to, the Washington State Department of Transportation ( WSDOT) extended method in determining paving distress ratings, the WSDOT pavement distress manual, the WSDOT local agency pavement management guide, and /or methodologies recommended by the American Association of State Highway and Transportation Officials (AASHTO) and American Society for Testing and Materials (ASTM). "Pennittee" means any person who has been granted and has in full force and effect an excavation permit issued hereunder. "Person" means any person, firm, partnership, association, corporation, company or organization of any kind. "Street" means and includes any street, highway, sidewalk, alley, avenue, easement granted to or held by the city for public use, or other public way or public grounds in the city. 8.72,030 Excavation permit required — Administration. A. It is unlawful for any person to dig up, break, excavate, tunnel, or undermine, any street, ,alley, sidewalk, highway, thoroughfare or other public place, without first obtaining an excavation permit from the City and thereafter complying with the requirements of the permit. The review and approval of such permit applications shall be performed by the utilities and engineering department. Receipt of applications and fees, issuance of approved permits, administration and enforcement of the provisions of this chapter shall also be performed by the utilities and engineering department. B. Nothing in this chapter shall be construed to prevent any person from maintaining any utility facilities in or under any right -of -way by virtue of any law, ordinance or permit as may be necessary for the preservation of life or property in the case of an emergency, provided that the person shall obtain an excavation permit in arrears, within two (2) business days following the conclusion of the emergency situation and any required response. 8.72.040 Conditions of permit. A. The applicant is responsible for the permit and the traffic control plan. The permit covers the general contractor's subcontractors as long as such subcontractors are not excavating in the publiiic right of way. B. The excavation permit application form and submittal requirements shall be in such form as prescribed by the City. The following information shall be required for application: 1 L7 0 1) General i. The name and residence or business address of the applicant, including the applicant's state contractor's license; ii. The location and approximate area of the excavation; iii. The purpose, a plan or drawing, and a schedule for the proposed period of excavation; iv. A traffic control plan; v. Insurance and bond; vi. A plan showing the specific location and area of the excavation, including the dimensions of its length and width, and any other information that may be deemed by the City to clearly explain the work. 2) The applicant shall pay fees as determined by Section 8.72.070 of this code. No fee or requirement authorized or imposed) pursuant to this chapter shall be construed to affect or alter in any way any obligation of public and private utilities with facilities installed in any public right -of -way to relocate the facilities at no cost to the city, in the event that relocation is required by the city to accommodate public safety within the public right -of -way. Any directive must comply with RCW 35.99.060 Relocation of Facilities — Notice — Reimbursement. C. The permittee shall, at a minimum, be responsible for public safety as follows: 1) Comply with all current federal, state and local safety regulations and all federal and state disability laws including those requiring an accessible path of travel. 2) Utilize appropriate traffic control, per the Manual on Uniform Traffic Control Devices ( MUTCD), at all times for the duration of the permit. 3) A legible traffic control plan shall be included with all permit applications by the applicant unless a traffic control plan has already been submitted and approved. i. Traffic control plans shall be designed and drawn, using MUTCD standards, by an American Traffic Safety Services Association (ATSSA), or equivalent certifying entity, certified Traffic Control Supervisor. a) A "training" grace period of 90 days, from the date this ordinance is enacted, will be allowed for persons designing and drawing traffic control plans to be certified. 4) Excavations shall not be left unprotected at the end of a shift unless continuous ' shifts are planned. i. Backfill, steel plates, security fencing and other safety options may be considered on a case -by -case basis by the City. ii. Barricades, warning tape and plastic fence are not acceptable alternatives. D. The permittee shall designate an employee responsible for the installation, maintenance and removal of barricades and warning signs, as required by the approved traffic control plan. 1) Barricades shall not be placed on sidewalks, pedestrians or bike paths, or dedicated bike lanes unless said pathways are permitted to be closed. 2) Barricades, including supports, shall be moved outside the clear zone when not in use. 3) The city will inspect barricading for compliance with approved traffic control plans as it deems necessary. 4) Barricades and warning signs shall be removed from the right -of -way promptly at the completion of the work. E. All flaggers shall be trained and certified by a training agency normally engaged in the business of flagger training. Flaggers must show certification cards on request. Approved safety wear is required. F. The permittee shall be responsible for the utility location service, surface (asphalt, concrete, other) cut, excavation, backfill, compaction, surface replacement, testing, any necessary remedial work, and materials incorporated in the work. G. Indemnification, hold harmless, insurance and bond. 1) Indemnification and hold harmless. i. Applicant agrees to protect, defend, indemnify, and hold harmless the city, its elected officials, officers, employees, agents, and volunteers from any and all claims, demands, losses, liens, liabilities, penalties, fines, lawsuits, and other proceedings and all judgments, awards, costs and expenses (including reasonable attorneys' fees and disbursements) resulting from death or bodily injury to any person or damage or destruction to a third party or third parties to the extent caused by any negligent act and /or omission of the applicant, its officers, employees, agents, volunteers and /or subcontractors, arising out of or relating to the issuance of a permit to applicant pursuant to Chapter 8.72 YMC or the work done by applicant or its subcontractors after receiving the permit, and /or the performance of work done pursuant to a contract with the city. 4 I� ' ii. Nothing contained in this section or this contract shall be construed to create a liability or a right of indemnification in any third party. 2) Insurance. ' i. General Requirements. a) The applicant shall obtain the insurance described in this section from ' insurers approved by the State Insurance Commissioner pursuant to RCW Title 48. The insurance must be provided by an insurer with a rating of A -: VII or higher in the A.M. Best's Key Rating Guide, which ' is licensed to do business in the state! of Washington (or issued as a surplus line by a Washington surplus lines broker). The city reserves the right to approve or reject the insurance provided, based on the insurer (including financial condition), terms and coverage, the certificate of insurance, and /or endorsements. b) The applicant shall keep this insurance in force during the term of the affected work and for thirty days after the physical completion date, unless otherwise indicated (see subsection (c) below). ' c) If any insurance policy is written on a claims -made form, its retroactive date, and that of all subsequent renewals, shall be no later than the ' effective date of this permit. The policy shall state that coverage is claims -made, and state the retroactive date. Claims -made form coverage shall be maintained by the applicant for a minimum of thirty - six months following the final completion or earlier termination of this ' permit, and the applicant shall annually provide the city with proof of renewal. If renewal of the claims -made form of coverage becomes unavailable, or economically prohibitive, the applicant shall purchase an extended reporting period ( "tail ") or execute another form of ' guarantee acceptable to the city to assure financial responsibility for liability for services performed. ' d) The applicant's and all subcontractors' insurance coverage shall be primary and noncontributory insurance as respects the city's insurance, self- insurance, or insurance pool coverage. e) The applicant shall provide the city and all additional insured's with written notice of any policy cancellation, within two business days of their receipt of such notice. f) Upon request, the applicant shall forward to the city a full and certified copy of the insurance certificate. g) The applicant shall not begin work under the permit until the required insurance has been obtained and approved by the city. h) Failure on the part of the applicant to maintain the insurance as ' required shall constitute a material breach of permit, upon which the �L� city may, after giving five business days' notice to the applicant to correct the breach, immediately terminate the permit. i) All costs for insurance shall be the responsibility of the applicant. ' ii. Additional Insured. All insurance policies, with the exception of workers' , compensation, shall name the following listed entities as additional insured(s): a) The city and its elected and appointed officials, officers, employees, - agents and volunteers. b) The above - listed entities shall be additional insured(s) for the full available limits of liability maintained by the applicant, whether primary, excess, contingent or otherwise, irrespective of whether such limits maintained by the applicant are greater than those required by this permit, and irrespective of whether the certificate of insurance provided by the applicant pursuant to subsections iv and v of this section describes limits lower than those maintained by the applicant. ' iii. Subcontractors. Applicant shall ensure that each subcontractor of every tier obtains and maintains at a minimum the insurance coverages listed in subsection v of this section. Upon request of the city, the applicant shall provide evidence of such insurance. iv. Evidence of Insurance. The required certificates of insurance in subsection v ' of this section shall clearly state who the provider is, the coverage amount, the policy number, and when the policy and provisions provided are in effect. Said policy shall be in effect for the duration of this contract or permit. The policy shall name the city, its elected and appointed officials, officers, employees, agents and volunteers as additional insured's, and shall contain a clause that the insurer will not cancel or change the insurance without first giving the city prior written notice. A copy of the additional insured endorsement will be included with the certificate. The insurance shall be with an insurance company or companies rated A -: VII or higher in Best's Guide and admitted in the state of Washington (or issued as a surplus line by a Washington surplus lines broker). v. Coverages and Limits. ' a) Insurance. , a. At all times during performance of the services, applicant shall secure and maintain in effect insurance to protect the city from and against all claims, damages, losses, and expenses arising , out of or resulting from the performance of this contract or permit. Applicant shall provide and maintain in force insurance in limits no less than that stated below, as applicable. The city reserves the right to require higher limits should it deem it necessary in the best interest of the public. i� F1 L b. Commercial General Liability Insurance. Before this contract or permit is fully executed by the parties, applicant shall provide the city with a certificate of insurance as proof of commercial liability insurance and commercial umbrella liability insurance with a total minimum liability limit of one million dollars per occurrence combined single limit bodily injury and property damage, and two million dollars general aggregate. The aggregate limit will apply "per job" or "per project." The policy will include Washington stop giap (employer's liability) coverage. b) Commercial Automobile Liability Insurance. a. If the applicant owns any vehicles, before this contract or permit is fully executed by the parties, applicant shall provide the city with a certificate of insurance as proof of commercial automobile liability insurance and commercial umbrella liability insurance with a total minimum liability limit of one million dollars per occurrence combined single limit bodily injury and property damage. Automobile liability will apply to "any auto" and be shown on the certificate. b. If the applicant does not own any vehicles, only "non -owned and hired automobile liability" will be required and may be added to the commercial liability coverage at the same limits as required in that subsection above entitled "Commercial General Liability Insurance." c) Workers' Compensation. The applicant shall comply with workers' compensation coverage as required by the industrial insurance laws of the state of Washington. 3) Bond. i. The applicant shall provide a minimum of $10,000 bond to assure successful completion of the permitted work. The city may use this bond to complete unfinished work or to correct any damage to existing infrastructure that is caused by the permittee. ii. The bond may be written for a single event, a specific duration or it may be evergreen. iii. The city reserves the right to request additional bonding should it be determined that the amount of the work or risk exceeds the capacity of the bond. iv. If the bond is for a single event, the bond shall be returned to the permitted upon successful completion of the work, as determined by the City. v. This requirement is not in addition or instead of the bonding /insurance requirements for a city capital improvement project. H. Roads less than five years old can be cut, but will cost 150% of restoration fee with no PCI discount. I. The permittee shall notify the City upon completion of the work. J. The city will provide any necessary inspections, during normal business hours, at the applicant's expense. Should the permittee request inspections outside normal business flours, or should additional inspections be necessary to ensure public safety, the permittee shall pay for all additional inspection costs, including overtime costs. K. Except as otherwise expressly provided herein, all costs of complying with this chapter shall tie borne by the applicant/permittee. L. Upon receipt of a complete excavation permit application package, the City shall determine and set forth all requirements, approve or disapprove the application, and, if approved, sign and return it to the applicant with a permit number. 1) Each permit will state the estimated start and completion date of the permitted work. i. 1 -30 days ($100) -Permit ii. 30 additional days ($100) —Permit extension 2) The City may grant permit extensions if requested by the permittee. i. The permittee must request the permit extension at least 24 hours prior to the stated completion date of the permit. ii. Additional fees required by the requested extension must be paid prior to the issuance of the extension. 3) The City may modify the permit if circumstances or conditions appearing after the work is started make it impossible, dangerous or excessively inconvenient to the travelling public for the permittee to comply with the requirements of the permit. 4) No person in violation of any requirement of this chapter shall be issued an excavation permit, nor shall any contractor or agent apply for or be issued an excavation permit on the person's behalf', until the outstanding violation is corrected i. The foregoing requirement is in addition to any penalty or remedy for violation that may be imposed or sought by the city at law or equity. 8.72.050 Execution of work. A. Work hours. 1) The permittee is encouraged to perform the work outside of normal commute times, however, the permittee may make its case to the City for when the work needs to be done. i. Alternate hours, including nights or weekends, may be required for operations that unduly disrupt traffic flows or represent potential safety hazards. s 1 fl 1 B. A copy of the approved excavation permit shall be kept at the work site all times while such ' work is in progress. I C. Permittee shall conform to any public notification requirements included in the permit, contract documents, or approved plans. ' D. All persons performing work shall take reasonable precautions not to damage or destroy existing facilities. ' E. Excavation requirements are referenced in the city's design standards, as posted on the Department of Utilities and Engineering webpage and office. 1) Restoration. i. Any disturbance of pavement (including damage caused by dumpsters or construction drop boxes), sidewalk, driveways, landscaping, striping or other marking, traffic loops or other devices, or any other feature shall be restored, repaired or replaced to City standards or to the condition existing prior to the ' disturbance, as modified by the requirements herein, if no restoration standard exists. 1 a) Destructive cuts for utility locates shall be as small as possible and shall be restored with flo -fill or low PSI concrete as approved by the director. ' ii. Replacement of roadway in lieu of restoration fee, may be requested by the permittee and is permissible if agreed to by the City. iii. W* ork areas, including adjacent areas that were cleared /grubbed or damaged, shall be stabilized and reseeded within 14 calendar days, weather permitting ' and seasonally adjusted, after the permit completion date. iv. All excavations within the right -of -way shall be properly backfilled and shall ' require a two (2) year warranty. v. Sidewalks, curbs, gutters or combination curbs and gutters shall be removed to nearest joint. All concrete used to replace curbs and gutters shall obtain a ' minimum compression strength of 3,000 p.s.i. at 28 days. Curbs and gutters shall be replaced to conform to the same shape, size and continuous gradient as existing curbs and gutters. vi. After backfilling is completed, and prior to repaving the cut, the contractor or permittee shall remove all loose paving material and trim the edges of the excavation at the street surface. vii. Roads and sidewalks shall be restored to a safe, passable condition prior to ' the work area being opened for public use. 9 1 a) Temporary surfaces may be in place for no more than 72 hours unless weather or other mitigating circumstances are present. i. The City's approval, with conditions and allowable duration, is required to leave temporary surface in place for longer than 72 hours. ii. Failure to comply with the City's conditions will constitute a violation under this chapter. iii. _ Maintenance of temporary surface will require a separate encroachment permit if not completed as part of the original work. iv. If the temporary surface is not maintained in a safe and acceptable manner, and the permittee does not respond or is not able to respond in a timely manner to maintain the temporary surface as required by the city, the city may cause the work to be done. 1. The cost thereof, including any inspection costs and administrative overhead incurred by the city, shall be assessed against the permittee. 2) Repair of failed surface over excavation. i. Should the pavement or sidewalk surface over any excavation sink or break within two years after the excavation has been completed the permittee shall, upon written notice from the City, immediately repair the installation or backfill and have the pavement restored as specified by the City, within such time period as may be specified by the City. a) If the permittee does not respond or is not able to respond in a timely manner as required by the City, the City may cause the work to be done. b) The cost thereof, including any inspection costs and administrative overhead incurred by the city, shall be assessed against the permittee. F. Maintenance. The permittee shall maintain the work site in a clean and orderly manner. G. Failure to complete work. If any part of the work referred to in this chapter is not completed within the time set forth in the permit, the City may provide written notice to the person performing the work to complete the work within forty -eight (48) hours thereafter. i. If the work is not completed within this time period, the city may cause the work to be performed at the expense of the applicant, including such work as 10 ' restoring the work area to a safe and passable condition until the work can be completed. 8.72.060 Review of Ordinance This ordinance will be reviewed and revised as necessary, at least annually, by the City. 1 8.72.070 Fees. A. All applicants and permittees subject to this chapter shall pay permit fees and be subject to penalty fees if they violate the requirements of this chapter, except as provided below. 1) City projects or crews that are funded out of the general fund may be exempt from ' paying permit fees, depending on the original source of the project funding, but must comply with the remainder of this chapter. ' 2) City projects or crews that are funded from Fund 14:2, Arterial Streets Fund, may be exempt from paying restoration fees, depending on the original source of the project funding, but must comply with the remainder of this chapter. 3) Roads that the City plans to resurface or reconstruct within the following 18 months are exempt from the resurfacing fee. Notice shall be provided by December 1 of each calendar year. 4) Restoration fee area shall be calculated in square feet, as follows: i. $4.05 /square foot of trench area, including an additional 3' zone of influence ' on each side of the trench. ii. Roads more than five (5) years old shall be adjusted by the road Pavement Condition Index (PCI), represented in decimal form, to compensate for the existing condition of the road when cut. • Example: the restoration fee of a road with a PCI of 40 would be discounted by 60% iii. Roads less than five (5) years old will cost 150% of restoration fee except in the case of emergency excavation they will be charged only 100% of the restoration fee. Roads less than 5 years old, regardless of the reason for the cut will not be adjusted by the PCI. 5) Revenues collected for restoration fee shall be deposited in the street reconstruction account. ' 6) The following fees shall apply to right -of -way use permits: i. Base administration fee= $100.00 (renewable monthly) ii. Inspection fee - $60.00 /hour with a one hour minimum. ii. , Penalty fees — Failure to comply with this chapter: $500 /violation /day. 8.72.080 Violations — Civil Penalties — Appeals. 11 (2) Should that person fail to correct the violation within the period of time directed, the director.is authorized to assess against the person or persons causing such violation a civil penalty fee up to $500 per violation for each day the violation remains uncorrected. Written notice of the assessed penalty fee shall be hand - delivered, faxed or e- mailed to each person determined to be responsible for such violation. (3) All violations shall be corrected and all penalties assessed must be paid prior to the city's issuance of another right -of -way use permit to such person. (4) Appeal of administrative decision. Any person aggrieved by a decision of the 1 administrator denying a permit, revoking a permit, imposing any condition on a permit not authorized by this chapter, or issuance of a notice of violation and correction under this chapter, shall have the right to appeal to the legislative body in accordance with the procedure set forth in YMC 15.16.040 and 15.16.050. Decisions of the legislative body may similarly be appealed to the Yakima County superior court in accordance with the process and procedure set forth in YMC 15.16.060. 12 t 1 A. General - Authority of City. Whenever the City finds probable cause to believe violation of any of the provisions of this chapter exists, the City shall notify the person responsible for the alleged violation in writing and ' shall order the necessary corrections to be made. If such violation is not corrected within the period of time established by the City, the City may invoke the remedies set forth in this section and /or any other remedy available under state law or city code. The provisions in this section ' are not exclusive remedies. The City reserves the right to take any, all, or any combination of these actions against any person violating the provisions of this chapter, together with any other action available under state law or city code. , B. Procedure - Notification of Violation - Effect of Violation - Appeals. -.ity The i shall notify any person found to be in violation with this chapter of the scope of violation, the provisions violated, the date of violation (if known), and the required correction. (1) Said notice of violation and correction shall be in writing and may be hand - delivered, , faxed or e- mailed to the person or persons responsible for the violation. The notice shall advise such person(s): (a) that failure to correct the violation within the time specified will subject the violator(s) to imposition of a civil penalty fee up to $500 per violation for each day the violation remains uncorrected; (b) that all violations shall be corrected and all assessed penalties paid prior to issuance of another right -of -way use permit to such persons(s); (c) that the city reserves the right to invoke any other remedy available under state law and city code, including but not limited to, filing of criminal charges pursuant to subsection C of this section; and (d) appeal rights available to the person or persons receiving the notice of violation and correction as set forth in subsection (4) below. (2) Should that person fail to correct the violation within the period of time directed, the director.is authorized to assess against the person or persons causing such violation a civil penalty fee up to $500 per violation for each day the violation remains uncorrected. Written notice of the assessed penalty fee shall be hand - delivered, faxed or e- mailed to each person determined to be responsible for such violation. (3) All violations shall be corrected and all penalties assessed must be paid prior to the city's issuance of another right -of -way use permit to such person. (4) Appeal of administrative decision. Any person aggrieved by a decision of the 1 administrator denying a permit, revoking a permit, imposing any condition on a permit not authorized by this chapter, or issuance of a notice of violation and correction under this chapter, shall have the right to appeal to the legislative body in accordance with the procedure set forth in YMC 15.16.040 and 15.16.050. Decisions of the legislative body may similarly be appealed to the Yakima County superior court in accordance with the process and procedure set forth in YMC 15.16.060. 12 t CITY OF YAKIMA, WASHINGTON CONTRACT DOCUMENT'S FOR WEST YAKIMA IRRIGATION SYSTEM PHASE 2 IMPROVEMENTS 0 CITY OF YAKIMA PROJECT NO. IR2323 HLA PROJECT NO. 14055 OWNER: ENGINEER: City of Yakima Huibregtse, Louman Associates, Inc. (HLA) 129 North Second Street 2803 River Road Yakima, WA 98901 Yakima, WA 98902 Water & Irrigation Division 2301 Fruitvale Boulevard Yakima, WA 98902 September 2014 CITY OF YAKIMA YAKIMA COUNTY, WASHINGTON CONTRACT DOCUMENTS FOR WEST YAKIMA IRRIGATION SYSTEM PHASE 2 IMPROVEMENTS ' CITY OF YAKIMA PROJECT NO. IR2323 HLA PROJECT NO. 14055 ' TABLE OF CONTENTS SECTION 1 - ADVERTISEMENT FOR BIDS .............................................. ............................... ADVERTISEMENTFOR BIDS ................................................................ ............................... SECTION 2 - INFORMATION FOR BIDDERS ............................................ ............................... INFORMATION FOR BIDDERS ............................................................. ............................... ' SECTION 3 - BID PACKAGE....................................................................... ............................... BIDDER'S CHECKLIST .......................................................................... ............................... BIDPROPOSAL ..................................................................................... ............................... UNIT PRICE BID PROPOSAL ................................................................ ............................... BID PROPOSAL SIGNATURE PAGE .................................................... ............................... BIDDEPOSIT ......................................................................................... ............................... BIDBOND ............................................................................................... ............................... NON - COLLUSION AFFIDAVIT .............................................................. ............................... CITY OF YAKIMA NONDISCRIMINATION PROVISION ....................... ............................... CITY OF YAKIMA WOMEN AND MINORITY BUSINESS ENTERPRISE POLICY .............. CITY OF YAKIMA RESOLUTION NO. D -4816 ...................................... ............................... CITY OF YAKIMA AFFIRMATIVE ACTION PLAN ................................. ............................... CITY OF YAKIMA BIDDER'S CERTIFICATION ..................................... ............................... CITY OF YAKIMA COMPLIANCE WITH IMMIGRATION AND NATURALIZATION ACT .... SURETY................................................................................................. ............................... . ' SUBCONTRACTOR LIST ........................................................................ ............................... LISTOF REFERENCES ......................................................................... ............................... BIDDER'S RESPONSIBILITY STATEMENT .......................................... ............................... ' SECTION 4 - CONTRACT AND RELATED MATERIALS .......................... ............................... CONTRACT............................................................................................ ............................... CERTIFICATIONS.................................................................................. ............................... CONTRACTBOND ................................................................................. ............................... SCHEDULE OF WORKING HOURS ...................................................... ............................... CITY OF YAKIMA SUBCONTRACTOR'S CERTIFICATION ................. ............................... SECTION 5 - LABOR STANDARDS AND WAGE RATE CONDITIONS ... ............................... ' PREVAILING WAGE RATES ................................................................. ............................... DLI (YAKIMA COUNTY) EFFECTIVE 10/2/ 2014 ................................... ............................... BENEFIT CODE KEY EFFECTIVE 08/31/ 2014 ..................................... ............................... DLI SUPPLEMENTAL TO WAGE RATES 08/31/2014 .......................... ............................... ' SECTION 6 - TECHNICAL SPECIFI CATIONS ........................................... ............................... TABLEOF CONTENTS .......................................................................... ............................... SPECIALPROVISIONS ......................................................................... ............................... i 1 PAGE NO. .....1 -1 .....1 -2 .....2 -1 .....2 -2 .....3 -1 .....3 -2 .....3 -3 .....3 -4 .....3 -6 .....3 -7 .....3 -7 .....3 -8 .....3 -9 ...3 -10 ...3 -11 ...3 -12 ...3 -14 ...3 -17 ...3 -18 ...3 -19 ...3 -20 ...3 -21 .....4 -1 .....4 -2 .....4 -4 .....4 -5 .....4 -7 .....4 -8 .....5 -1 .....5 -2 .....5 -3 .....5 -3 .....5 -3 .....6 -1 .....6 -2 .....6 -3 APPENDIX A - AMENDMENTS TO THE 2014 WASHINGTON STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS 1 1 I SECTION 1 - ADVERTISEMENT FOR BIDS 1 G: \PROJECTS\2014 \14055 \14055 Spec.docx 1 -1 i C� ADVERTISEMENT FOR BIDS City of Yakima 129 North Second Street Yakima, WA 98901 The City of Yakima invites separate sealed BIDS for the construction of the WEST YAKIMA IRRIGATION SYSTEM PHASE 2 IMPROVEMENTS, City of Yakima Project No. IR2323, HLA Project No. 14055 in- cluding the following approximate major quantities of work: Irrigation system improvements including horizontal directional drilling approximately 5,130 linear feet of new 4" and 2" HDPE pipe; trenching approximately 7,390 linear feet of new 12 ", 8 ", 6 ", 4" and 3" PVC pipe; and installing approximately 211 service connections. Work includes installation of new mainline valves, service valves, and service pipes; connection to existing mainline and service pipes of various materials; abandonment and /or removal of existing pipe including asbestos cement pipe; surface restoration including hot mix asphalt, cement concrete pavement, gravel surfacing, cement concrete curb and gutter, and lawns; and other related improvements. All work to provide unrestricted irrigation water use to system users shall be completed no later than March 6, 2015. Bids will be received by the City Clerk at City Hall, 129 North Second Street, Yakima, WA 98901, until 2:00 p.m., October 2, 2014, and then shortly thereafter will be publicly, opened and read aloud at the City Council Chambers located at 129 North Second Street. ' The CONTRACT DOCUMENTS may be examined at the following locations: Yakima City Hall, Engineering Department, Yakima, WA 98901 Huibregtse, Louman Associates, Inc., (HLA), Yakima, WA 98902 Tri -City Construction Council Yakima Plan Center Copies of the CONTRACT DOCUMENTS may be obtained at the office of Huibregtse, Louman Associates, Inc., (HLA), 2803 River Road, Yakima, Washington 98902, (509- 966 -7000) upon payment of $75.00 for each set, non - refundable. Planholder list and addenda will be available at www.hlacivil.com. Each bid or proposal must be accompanied by cash, bond, or a certified check, payable to the order of the Treasurer of the City of Yakima for the sum of not less than 5% of said bid or proposal and none will be considered unless accompanied by such deposit, to be forfeited to the City of Yakima in the event the successful bidder shall fail or refuse to enter into a Contract with the City for the making and construction of the aforesaid improvement. All bids or proposals must be in writing on the form bound in the Specifica- tions, sealed and filed with the Clerk on or before the day and hour above mentioned. The City of Yakima, in accordance with Title VI of the Civil Rights Act of 1964, 78 Stat. 252, 42 U.S.C. 2000d to 2000d -4 and Title 49, Code of Federal Regulations, Department of Transportation, Subtitle A, ' Office of the Secretary, Part 21, nondiscrimination in federally assisted programs of the Department of Transportation issued pursuant to such Act, hereby notifies all bidders that it shall affirmatively insure that in any contract entered into pursuant to this advertisement, disadvantaged business enterprises shall be afforded full opportunity to submit bids in response to this invitation and shall not be discriminated against on the grounds of race, color or national origin in consideration for an award. Attention is called to the fact that not less than the minimum salaries and wages as set forth in the Contract Documents must be paid on this project, and that the Contractor must ensure that employees and applicants for employment are not discriminated against because of their race, color, religion, sex, or national origin. ri G:\ PROJECTS \2014114055 \14055Spec.docx 1 -2 t t The City of Yakima reserves the right to reject any and all bids and to waive technicalities or irregularities, and after careful consideration of all bids and factors involved, make the award to best serve the interests of the City of Yakima. Contract time for this project will begin by 10/27/14. Publish: September 11, 2014 September 18, 2014 G1PROJECTS\2014 \14055114055 Spec.docx 1 -3 Sonya Claar Tee City Clerk r SECTION 2 - INFORMATION FOR BIDDERS IG: \PROJECTS\2014 \14055 \14055 Spec.docx 2 -1 �J INFORMATION FOR BIDDERS_ BIDS will be received by the City of Yakima (herein called the "OWNER"), at City Hall, 129 North Second ' Street, Yakima, WA 98901, until 2:00 p.m., October 2, 2014, and then at the City Council Chambers publicly opened and read aloud. Each BID must be submitted in a sealed envelope, addressed to the City Clerk at 129 North Second Street, Yakima, WA 98901. Each sealed envelope containing a BID must be plainly marked on the outside as BID for WEST YAKIMA IRRIGATION SYSTEM PHASE 2 IMPROVEMENTS, and the envelope should bear on the outside the BIDDER'S NAME, address, and license number if applicable, and the name of the project for which the BID is submitted. If forwarded by mail, the sealed envelope containing the BID must be enclosed in another envelope addressed to the OWNER at City Hall, 129 North Second Street, Yakima, WA 98901. All BIDS must be made on the required BID form. 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. ' The OWNER may waive any informalities or minor defects or reject any and all BIDS. Any BID may be withdrawn prior to the above 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 may withdraw a BID within 60 days after the actual date of the opening thereof. Should there be reasons why the Contract cannot be awarded within the specified period, the time may be extended by mutual agreement between the OWNER and the BIDDER. BIDDERS must satisfy themselves of the accuracy of the estimated quantities in the BID SCHEDULE by examination of the site and a review of the Drawings and Specifications including ADDENDA. After BIDS have been submitted, the BIDDER shall not assert that there was a misunderstanding concerning the quantities of WORK or of the nature of the WORK to be done. The CONTRACT DOCUMENTS contain the provisions required for the construction of the PROJECT. Information obtained from an officer, agent, or employee of the OWNER or any other person shall not affect the risks or obligations assumed by the CONTRACTOR nor relieve the CONTRACTOR from fulfilling any of the conditions of the Contract. Each BID must be accompanied by a BID BOND payable to the OWNER for five percent of the total amount of the BID. When the Agreement is executed, the bonds of the unsuccessful BIDDERS will be returned. The BID BOND of the successful BIDDER will be retained until the CONTRACT BOND has been executed and approved, after which it will be returned. A certified check may be used in lieu of a BID BOND. A CONTRACT BOND in the amount of 100 percent of the CONTRACT PRICE, with a corporate Surety approved by the OWNER, will be required for the faithful performance of the Contract. Attorneys -in -fact who sign BID BONDS or CONTRACT BONDS must file with each BOND a certified and effective dated copy of their Power of Attorney. The party to whom the Contract is awarded will be required to execute the Agreement and obtain the CONTRACT BOND within ten (10) working days from the date when NOTICE OF AWARD is delivered to the BIDDER. The NOTICE OF AWARD shall be accompanied by the necessary Agreement and BOND forms. In case of failure of the BIDDER to execute the Agreement, the OWNER may consider the BIDDER in default, in which case the BID BOND accompanying the proposal shall become the property of the OWNER. The OWNER may make such investigations as deemed 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 Agreement and to complete the WORK contemplated therein. G:\PROJECTSQ014114055 \14055 Spec.docx 2 -2 1 ri 1 A conditional or qualified BID will not be accepted. Award will be made to the lowest responsive, responsible BIDDER or all bids will be rejected. 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. Each BIDDER is responsible for inspecting the site and for reading and being thoroughly familiar with the CONTRACT DOCUMENTS. The failure or omission of any BIDDER to do any of the foregoing shall in no way relieve any BIDDER from any obligation in respect to its BID. Further, the BIDDER agrees to abide by the requirement under Executive Order No. 11246, as amended, including specifically the provisions of the equal opportunity clause set forth in these Contract Documents. The low BIDDER shall supply the names and addresses of major material SUPPLIERS and SUBCONTRACTORS when required to do so by the OWNER. Contract time for this project will begin by 10/27/14. The ENGINEER is Huibregtse, Louman Associates, Inc., (HLA), represented by Michael T. Battle, PE and Benjamin A. Annen, PE. The ENGINEER'S address is 2803 River Road, Yakima, Washington 98902, phone (509) 966 -7000, FAX: (509) 965 -3800. G:\PROJECTS\2014 \14055 \14055 Spec.dou 2 -3 1 t t SECTION 3 - BID PACKAGE IGAPROJECTS\2014 114055 \14055 Spec.docx 3 -1 BIDDER'S CHECKLIST All forms listed below must be fully executed and submitted with the Bid: a) BID PROPOSAL b) UNIT PRICE BID PROPOSAL c) BID PROPOSAL SIGNATURE PAGE d) BID DEPOSIT or BID BOND 1♦ BID DEPOSIT - Sign the Bid Deposit in the space provided if the bid is accompanied by a certified check or cashier's check in the amount of not less than 5% of the total amount bid. OR BID BOND - This form is to be executed by the bidder and Surety Company. The amount of this bond shall be not less than 5% of the total amount bid and may be shown in dollars or on a percentage basis. Provide Power of Attorney for Surety's agent. IGAPROJECT8\2014114055114055 Spec.docx 3 -2 e) NON - COLLUSION AFFIDAVIT - Must be subscribed and sworn to before a Notary Public. ' f) CITY OF YAKIMA BIDDER'S CERTIFICATION g) CITY OF YAKIMA COMPLIANCE WITH IMMIGRATION AND NATURALIZATION ACT h) SURETY i) SUBCONTRACTOR LIST j) LIST OF REFERENCES k) BIDDER'S RESPONSIBILITY STATEMENT - Provide supporting documentation as required. The following forms are to be executed and /or submitted for approval after the Contract is awarded: 1) - To be executed by the successful bidder and the City of Yakima. 2) CERTIFICATIONS 3) CONTRACT BOND - To be executed by the successful bidder and his Surety Company. Provide Power of Attorney. 4) SCHEDULE OF WORKING HOURS 5) CITY OF YAKIMA SUBCONTRACTOR'S CERTIFICATION The following shall be provided to the Engineer after the Contract is awarded: 1) CERTIFICATE OF PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE must be provided by the successful bidder in accordance with the provisions of the Standard Specifica- tions and Technical Specifications. 2) STATEMENT OF INTENT TO PAY PREVAILING WAGES to be completed by successful bidder and by any and all subcontractors. IGAPROJECT8\2014114055114055 Spec.docx 3 -2 BID PROPOSAL A Proposal of p �V� y►JT�a -n��'r l N� , L N Ci _ (hereinafter called "BIDDER "), organized and existing under the laws of the State of Washington doing business as C 9v fID (2-11 l etil 1. To the City of Yakima, Washington, (hereinafter called "OWNER "). In compliance with your Advertisement for Bids, BIDDER hereby proposes to perform all work for the construction of the WEST YAKIMA IRRIGATION SYSTEM PHASE 2 IMPROVEMENTS, City of Yakima Project No. IR2323, HLA Project No. 14055, in strict accordance with the CONTRACT DOCUMENTS, within the time set forth therein, and at the prices stated below. By submission of this BID, each BIDDER certifies, in the case of a joint BID each party thereto certifies as to its own organization, that this BID has been arrived at independently, without consultation, communication, or agreement as to any matter relating to this BID with any other BIDDER or with any competitor. BIDDER hereby agrees to commence work under this Contract within ten (10) calendar days after NOTICE TO PROCEED and to fully complete the PROJECT in accordance with Section 1 -08.5 of Section 6 — Technical Specifications. BIDDER further agrees to pay as liquidated damages the sum specified for each working day thereafter as provided in Section 1 -08.9 of the Standard Specifications. BIDDER acknowledges receipt of the following ADDENDA: 1 ' Addenda will be posted on the internet at the Engineer's website, www.hlacivil.com. BIDDER agrees to perform all the work described in the CONTRACT DOCUMENTS for the following unit prices or lump sum amounts: f� 1 Insert "a corporation," "a partnership," or "an individual" as applicable. IG \PROJECTS12014 \14055 \14055 Spec.docx 3-3 I I I I I I I I UNIT PRICE BID PROPOSAL (NOTE: Unit prices for all items, .all extensions, and total amount of bid must be shown. Any ch6rige's/corrections'to the bid must be initialed by the signer of the bid, in.accorda''nce with Section 1-ois.) CITY OF.YAKIMA: WEST YAKI MA IRRIGATION SYSTEM PHASE 2 IMPROVEMENTS, CITY OF YAKIMA PROJECT NO..IR2323 HLA PROJECT NO. 14055 ITEM NO. ITEM DESCRIPTION UNIT QUANTITY X UNIT PRICE_ I DOLLARS-CTS!! AMOUNT DOLLARS-CTS, 17 Mobilization LF 220 X ....... .... Wo 2 Project Temporary Traffic Control LS 715-01 il;K 12- *767D 14 Clearin and Grubbing LS 7 ; X 0, Do A Asbestos Cement Pipe.Rernoval and Disposal: LF 5,700 :X 51000— A Abandon Irrigation Valve EA 8 �j ' ,,';X Lo '01gy ,6, Shoring or Extra Excavation LS .4 K . ... . ........ 00 0. 7 Horizontal W6ctionat Drill 4-Inch HDPE Pipe LF 5,110 X -7 8: Horiiontai,birectidnal Drill 2 -Inch HDPE Pipe, LF 20 ':X 0*0.7 O 9 Trench 12-:Inch PVC Pipe LF 2,290: !.X 2,077 9DO7 10 Trench 8-Inch PVC Pipe LF 1,730 X 610D. V ID 11 Trench 6-Inch PVC Pipe LF 2,400, X ..... .. . ... 12 Trench 4-Inch PVC Pipe: LF 220 X ....... .... Wo ..13 Trench 3-1n6h PVC Pipe LF 715-01 X 12- *767D 14 Trench 3-Inch G.I. Pipe LF 20 X 15 12.4rich Gate, Valve EA 2 :X 51000— 116 8 -Inch Gate.Valve EA 3* X. Lo ............. 17 6-Inch Gate,Valve -EA, .4 X . ... . ........ 00 0. 18:..] 4-inch Gate Valve EA 18 X 19 3-Inch Gate Valve EA ':X 0*0.7 20 Vnch Ball Valve EA i 3 !.X 21 I-Inch Service Connection EA ill X 610D. 22 . .. ..... .. 3WIrich Service Connection EA -100 X 570 poa 23 1-Indh Service-Lat&al LF 946 1: X 00, 24 3/471n*ch Service Lateral LF 950 'x Ir 25 1 -Inch Service Valve EA X 6 26 3/4-Inch:Service, Valve . .. . ..... .. ... EA 100 X . 27 Type 1+ Y.alve:Box.: . .. . ........ EA.. ...... . 48 /15.7 28 Type: 2.V6Ive:box', :EA 200. X 00- 29.... Cold Mix Asphalt .:SY :3,750 X 30 HMA:Trench Repair Sy 3,800 6,1 PROI ECTS110 1411 40551AIdendum4 ; dor A1= AbblENbum No. i I I ITEM NO. IT I EM DESCRIPTION UNIT QUANTITY UNIT PRICE ELARS OUL -CTSIL AMOUNT DOLLARS-CTS .31 Gravel Surfacing. Repair SY 20 x 32 SoddedLawn Repair Sy 1,150 2A0007 33 Cement Cone. Traffic Curb and Gutter LF MO )11 ........... 34 Cement Side walk.6-InchThick SY 60 x 35 Cement Cone. Sidewalk 4-Inch Thick SY 55 X "too 36 Crushed Surfacing Base Course TON 1,750 Select Backfill, as Dir6ded CY 180 38 Pavement Markings. . .. ..... LS X 57 000 39 Minor Change, FA Est. $15,000*00 $15,000.00 BID SUBTOTAL .. . SUBTOTAL ... ..... 0AW- . . .... ... . . ...... ............. 8;204 STATE SALES, TAX Bib TOTAL 92 NOTE: By submitting this bid,. the Contractor certifies that he has visited the prdjedt location and understands site conditions at the.time-of bid.. Nu additional compensation shall be granted f.pr:c . I a p ims associated sociated with 6W constructability, site accessibility, and site restoration. 01- �ki G \PROJECTSV.014114055kAddanduml doe .A2: :ADDENDUM .NO. I 1 BID PROPOSAL SIGNATURE PAGE CITY OF YAKIMA WEST YAKIMA IRRIGATION SYSTEM PHASE 2 IMPROVEMENTS CITY OF YAKIMA PROJECT NO. IR2323 HLA PROJECT NO. 14055 P \,� cofj 1 ►�C.7lN(� t �1L ©C+_ 2 2014 BIDDER (CONTRACTOR) DATE BY CO1(LW SL�I� �-r AUTHORIZED OFFICIAL'S SIGNATURE TITLE S u et^ /� I "i s W 0 ,a.-r a ease print or type name) ' Address: �bok Ll 27 7, Phone: U Pa s(O ✓+ -�l q 3-o Z Fax: 30 r - 5�-I Z - E's 0k E -mail address: S�n1✓ 1,!LA4 Q E fQV Cpt,0r -a L4-1 vc,, . L e 1 CONTRACTOR LICENSE NUMBER PIDW (j) 03-( f2L� CONTRACTOR DUNS NUMBER 0I (p5g3(22A CONTRACTOR UBI NUMBER (v0 j 93-7 r CONTRACTOR FEDERAL TAX I.D. NUMBER CONTRACTOR INDUSTRIAL INSURANCE ACCOUNT NUMBER '74F,_42,2__00 The names of the principal officers of the corporation submitting this Proposal, or of the partnership, or of all persons interested in this Proposal as principals are as follows: 'R�,►� q- inswov}Z,— �Y�s. S1�,c.11�14��suro ✓�L, —��a St_�lrr�s.s PROJECT MANAGER &AA + 5&�,u3. CELL PHONE: 5(0q -3(0 6 -2_3afil NOTES: 1) If the bidder is a co- partnership, so state, giving firm name under which business transacted. If the bidder is a corporation, this proposal must be executed by its duly authorized officials. (2) Bidders shall acknowledge receipt of all addenda, if' any, in the space provided on the first page of this proposal. (3) If no bid is submitted, kindly mark "NO BID" on the cover and return to: Huibregtse, Louman Associates, Inc., (HLA) 2803 River Road Yakima, WA 98902 0 1 G \PROJECTS\2014 \14055 \14055 Spec.docx 3 -6 1 1 1 1 1 1 1 PIPE OF WASHINGTON INC 1 Department of Labor & Industries Page 1 of 1 Certificate of Workers' Compensation Coverage October 2, 2014 WA UBI No. 601 837 639 L &I Account ID 945,922 -00 Legal Business Name PIPE OF WASHINGTON INC Doing Business As ' POW CONTRACTING Workers' Comp Premium Status: Account is current. j Estimated Workers Reported (See Description Below) Quarter 2 of Year 2014 "21 to 30 Workers" Account Representative TO / KARLA BOWMAN (360)902 -5535 - Email: BOWK:?35 @lni.wa.gov Licensed Contractor? Yes License No. License Expiration ! 01/04/2016 What does "Estimated Workers Reported" mean? Estimated workers reported represents the number of full time position requiring at least 480 hours of work per calendar quarter. A single 480 hour position may be filled by one person, or several part time workers. Industrial Insurance Information Employers report and pay premiums each quarter based on hours of employee work already performed, and are liable for premiums found later to be due. Industrial insurance accounts have no policy periods, cancellation dates, limitations of coverage or waiver of subrogation (See RCW 51.12.050 and 51 .16.190). https:Hsecure.Ini.wa.gov /verify /Details /liabilityCertificate.aspx ?UBI= 601837639 &LIC =P... 10/2/2014 ' POW CONTRACTING ' Washington State Department of Labor & Industries 1 [ J 1 POW CONTRACTING Owner or tradesperson 1100 E COLUMBIA STE B5 AINSWORTH, LARRY DALE PASCO, WA 99301 -4772 509 - 542 -8507 Principals FRANKLIN County AINSWORTH, LARRY DALE, PRESIDENT JOHNSON, JANET LOUISE, VICE PRESIDENT AINSWORTH, SHELLEY ALISON, SECRETARY Doing business as POW CONTRACTING WA UBI No. Business type 601 837 639 Corporation Parent company PIPE OF WASHINGTON INC License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. ......................................... ............................... Meets current requirements. License specialties GENERAL License no. POWCO **037R4 Effective — expiration 12/24/1997— 01104/2016 Bond ................ GUARANTEE CO OF N AMERICA Bond account no. 21076483 Received by L &I 12/23/2011 $12,000.00 Effective date 12/24/2011 Expiration date Until Canceled Bond history ' Insurance ....... ......... No current insurance account. See the insurance history. ' Insurance history https://secure.Ini.wa.gov /verify /Detail.aspx ?UBI= 601837639 &LIC= POWCO* *037R4 &SAW =False Page 1 of') 10/2/2014 POW CONTRACTING Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the Bond or savings accounts during the previous 6 year period. L&I Tax debts ......... ............................... No Ui tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations ..................... ............................... No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up -to -date on workers' comp premiums. L &I Account ID Account is current. 945,922 -00, Doing business as POW CONTRACTING Estimated workers reported Quarter 2 of Year 2014 "21 to 30 Workers" L &I account representative TO / KARLA BOWMAN (360)902 -5535 - Email: BOWK235 @lni.wa.gov Workplace safety and health Page 2 of I Check for any past safety and health violations found on jobsites this business was responsible for. ' Citation issue date 08118/2014 No violations Inspection no. ' 317405157' Location Cornor of East Broadway ' Moses Lake, WA 98837 Citation issue date 05/12/2014 No violations , Inspection no. 317298719 Location t S. 1st Stroet and Arlington Yakima, WA 98902 Citation issue date ' 10/23/2013 Violations Inspection no. 316871862 ' Location 1840 Division St S. Moses Like, WA 98837 ' https: / /secur(,.Ini.wa.gov /verify/ Detail. aspx ?UBI = 601837639 &LIC= POWCO * *037R4 &SAW =False 10/2/2014 ' POW CONTRACTING Page 3 of 3 Citation issue date ' 06/13/2013 Violations Inspection no. ' 316788660 Location Locust Ln 1 Moses Lake, WA 98837 ' Citation issue date 08/23/2010 Violations Inspection no. ' 314386459 Location Ash Ave and E Wine Country Rd Grandview, WA 98930 t© Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. accm �ltrasliingl:00 ot. uhi S t _roernmenl Wrf, 5110 1 t 1 ' POWCO * *037R4 &SAW =False 10/2/2014 htt s: / /secure.Ini.wa. ov /verif /Detaii.as x ?UBI= 601837639 &LIC= P g Y P 1 1 1 System for Award Management Entity Dashboard Page 1 of 1 USER NAME PASSWORD I = o Forgot Username? Forgot Password? Create an Account Pipe Of Washington Inc 1100 E Columbia St Ste 64 DUNS: 016393634 CAGE Code: 1LP62 Pasco, WA, 99301-4355, Status: Active UNITED STATES Entity Overview Entity Record Core Data Assertions REDS & Certs POCs Repo Service Contract Report BioPreferred Report Exclusions Active Exclusions Inactive Exclusions I'�'IiETIJBNTOSEtRCFl "� Entity Information Name: Pipe Of Washington Inc Doing Business As: POW Contracting Business Type: Business or Organization POC Name: Shelley Ainsworth Registration Status: Active Activation Date: 12/16/2013 Expiration Date: 12/13/2014 Exclusions Active Exclusion Records? No Entity Overview SAM I Sysrem for A— dManag —t 1.0 IBM v1.P.15.20140903 -1717 W W W7 (# A Note to all Users: This is a Federal Government computer system. Use of this ® USA.ga system constitutes consent to monitoring at all times. �. https: / /www. sam.gov /portal/ SAM /? navigationalstate= JBPNS_rOOA13XdcACJgYXZheC5... 10/2/2014 Home Page Page 1 of 1 t htt : / /wsdot.wa. ov /Partners /OM"E /DBEDirecto ry / 10/./2014 ' IBID DEPOSIT CITY OF YAKIMA ' WEST YAKIMA IRRIGATION SYSTEM PHASE 2 IMPROVEMENTS CITY OF YAKIMA PROJECT NO. IR2323 HLA PROJECT NO. 14055 Herewith find deposit in the form of a certified check or cashier's check in the amount of $%, which amount is not less than five percent (5 %) of our total bid for this project. Sign Here N/A t OR BID BOND 1 KNOW ALL PERSONS BY THESE PRESENTS: ' That we _ Pipe of Washington, Inc. dba P.O.W. Contracting as Principal, and The Guarantee Company of North America as Surety, are held and firmly bound unto the CITY OF YAKIMA, as Obligee, in the penal sum of ' ** *Five Percent of Amount Bid * ** (5 %) 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 WEST YAKIMA IRRIGATION SYSTEM PHASE 2 IMPROVEMENTS, City of Yakima Project No. IR2323, HLA Project No_ 14055,. according to the terms of the proposal or bid made by the Principal therefor, and the ' Principal shall duly make and enter into a Contract with the Obligee in accordance with the terms of said proposal or bid and award and shall give bond for the faithful performance thereof, with Surety or Sureties approved by the Obligee; or if the Principal shall, in case of failure so to do, pay and forfeit to the Obligee the penal amount of the deposit specified in the call for bids, then this obligation shall be null and void; t otherwise it shall be and remain in full force and effect and the Surety shall forthwith pay and forfeit to the Obligee, as penalty and liquidated damages, the amount of this bond. ' SIGNED, SEALED, AND DATED THIS 2nd DAY OF October 2014. Pipe of Washington, Inc. dba P.O.W. Contracting P. 0. Box 4772, Pasco, WA 99302 -4772 Principal ' The Guarantee Company of North America One Towne Square, Ste 1470; Southfield, MI 48076 Surety Shelly D ovan, Attorney In Fact GAPROJECTSl2 01 411 405511 4 055 Spec.docx 3 -7 October 2nd _,2014 i I " 1 ME - THE GUARANTEE COMPANY OF NORTH AMERICA USA GUARANTEE Southfield, Michigan POWER OF ATTORNEY ' KNOW ALL BY THESE PRESENTS: That THE GUARANTEE COMPANY OF NORTH AMERICA USA, a corporation organized and existing under the laws of the State of Michigan, having its principal office in Southfield, Michigan, does hereby constitute and appoint James E. Majeskey II, Walter W. Wolf, Judith A. Rapp, Shawn M. Wilson, Judith C. Kaiser - Smith, ' Nicholas W. Paget, Shelly Donovan PayneWest Insurance, Inc. its true and lawful attorney's) -in -fact to execute, seal and deliver for and on its behalf as surety, any and all bonds and undertakings, contracts of ' indemnity and other writings obligatory in the nature thereof, which are or may be allowed, required or permitted by law, statute, rule, regulation, contract or otherwise. The execution of such' instrument(s) in pursuance of these presents, shall be as binding upon THE GUARANTEE COMPANY OF NORTH AMERICA USA as fully and amply, to all intents and purposes, as if the same had been duly executed and acknowledged by its regularly elected officers at the ' principal office. The Power of Attorney is executed and may be certified so, and may be revoked, pursuant to and by authority of Article IX, Section 9.03 of the By -Laws adopted by the Board of Directors of THE GUARANTEE COMPANY OF NORTH AMERICA USA at a meeting held on the 315 day of December, 2003. The President, or any Vice President, acting with any Secretary or Assistant Secretary, shall have power and authority: 1. To appoint Attorney(s) -in -fact, and to authorize them to execute on behalf of the Company, and attach the Seal of the Company thereto, bonds and undertakings, contracts of indemnity and other writings obligatory in the nature thereof; and 2. To revoke, at any time, any such Attorney -in -fact and revoke the authority given, except as provided below 3. In connection with obligations in favor of the Florida Department of Transportation only, it is agreed that the power and authority hereby given ' to the Attorney -in -Fact includes any and all consents for the release of retained percentages and/or final estimates on engineering and construction contracts required by the State of Florida Department of Transportation. It is fully understood that consenting to the State of Florida Department of Transportation making payment of the final estimate to the Contractor and /or its assignee, shall not relieve this surety company of any of its obligations under its bond. 4. In connection with obligations in favor of the Kentucky Department of Highways only, it is agreed that the power and authority hereby given to the Attorney -in -Fact cannot be modified or revoked unless prior written personal notice of such intent has been given to the Commissioner — ' Department of Highways of the Commonwealth of Kentucky at least thirty (30) days prior to the modification or revocation. Further, this Power of Attorney is signed and sealed by facsimile pursuant to resolution of the Board of Directors of the Company adopted at a meeting duly called and held on the 6th day of December 2011, of which the following is a true excerpt: ' RESOLVED that the signature of any authorized officer and the seal of the Company may be affixed by facsimile to any Power of Attorney or certification thereof authorizing the execution and delivery of any bond, undertaking, contracts of indemnity and other writings obligatory in the nature thereof, and such signature and seal when so used shall have the same force and effect as though manually affixed. pv�*Ea IN WITNESS WHEREOF, THE GUARANTEE COMPANY OF NORTH AMERICA USA has caused this instrument to be signed and its corporate seal to be affixed by its authorized officer, this 23rd day of February, 2012. THE GUARANTEE COMPANY OF NORTH AMERICA USA r ' STATE OF MICHIGAN Stephen C. Ruschak, Vice President Randall Musselman, Secretary County of Oakland On this 23rd day of February, 2012 before me came the individuals who executed the preceding instrument, to me personally known, and being by me duly sworn, said that each is the herein described and authorized officer of The Guarantee Company of North America USA; that the seal affixed to said instrument is the Corporate Seal of said Company; that the Corporate Seal and each signature were duly affixed by order of the Board of Directors of Cynthia A. Takai IN WITNESS WHEREOF, I have hereunto set my hand at The Guarantee "., Notary Public, State of Michigan Company of North America USA offices the day and year above written. ARM County of Oakland Fr Commis My Commission Expires February 27, 2018/ UI 4y' `•M Acting in Oakland County I, Randall Musselman, Secretary of THE GUARANTEE COMPANY OF NORTH AMERICA USA, do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney executed by THE GUARANTEE COMPANY OF NORTH AMERICA USA, which is still in full force and effect. IN WITNESS WHEREOF, I have thereunto set my hand and attached the seal of said Company this 2nd day of October. •2014. . "'"£°� Randall Musselman, Secretary 1101212014 Surety Bonds - Certified Companies BUSINESS ADDRESS: 301 E Fourth Street, Cincinnati, OH 45202. PHONE: (513) 369 -5000. UNDERWRITING LIMITATION bl: $4,613,000. SURETY LICENSES c,f /: AL, AK, AZ, AR, CA, CO, CT, DE, u DC, FL, GA, HI, ID. IL, IN, IA, KS, KY, LA, ME, MD, MA, MI, MN, MS, MO, MT, NE, NV, NH, NJ, NM, NY, NC, ' ND, OH, OK, OR, PA, RI, SC, SD, TN, TX, UT, VT, VA, WA, WV, WI, WY. INCORPORATED IN: New York. Great Northern Insurance Company (NAIC #20303) BUSINESS ADDRESS: 15 Mountain View Road, Warren, NJ 07059. PHONE: (908) 903 -2000. ' UNDERWRITING LIMITATION b/: $47,884,000. SURETY LICENSES c,f /: AL, AK, AZ, AR, CA, CO, CT, DE, DC, FL, GA, HI, ID, IL, IN, IA, KS, KY, LA, ME, MD, MA, MI, MN, MS, MO, MT, NE, NV, NH, NJ, NM, NY, NC, ND, OH, OK, OR, PA, RI, SC, SD, TN, TX, UT, VT, VA, WA, WV, WI, WY. INCORPORATED IN: Indiana, Greenwich Insurance Company (NAIC #22322) BUSINESS ADDRESS: SEAVIEW HOUSE, 70 SEAVIEW AVENUE, STAMFORD, CT 06902. PHONE: (203) ' 964 -5200. UNDERWRITING LIMITATION b/: $41,656,000. SURETY LICENSES c,f /: AL, AK, AZ, AR, CA, CO, CT, DE, DC, FL, GA, GU, HI, ID, IL, IN, IA, KS, KY, LA, ME, MD, MA, MI, MN, MS, MO, MT, NE, NV, NH, NJ, NM, NY, NC, ND, PA, PR, SD, TN, TX, UT, VT, VA, WA, WV, WL.18LY. INCORPORATED e awa ' Guarantee Company of North America USA (The) (NAIC #36650) BUSINESS ADDRESS: One Towne Square, Suite 1470, Southfield, MI 48076 - 3725. PHONE: (248) 28 -0281 x -6012. UNDERWRITING LIMITATION b/: $15,575,000. SURETY LICENSES Sc AL, AK, AZ, AR, CA CO, CT, DE, DC, FL, GA, HI, ID, IL, IN, IA, KS, KY, LA, ME, ME), MA, MI, MN, MS, MO, MT, NE, NV, NH, J, NM, NY, NC, ND, OH, OK, OR, PA, PR, RI, SC, SD, TN, TX, UT, VT, VA, VI, WA, WV, WI, WY. INCORP RATED IN: Michigan. H Hanover Insurance Company (The) (NAIC #22292) BUSINESS ADDRESS: 440 LINCOLN STREET, WORCESTER, MA 01653 - 0002. PHONE: (508) 853 -7200. UNDERWRITING LIMITATION b/: $109,003,000. SURETY LICENSES c,f /: AL, AK, AZ, AR, CA, CO, CT, DE, DC, FL, GA, HI, ID, IL, IN, IA, KS, KY, LA, ME, MD, MA, MI, MN, MS, MO, MT, NE, NV, NH, NJ, NM, NY, NC, ND, OH, OK, OR, PA, RI, SC, SD, TN, TX, UT, VT, VA, WA, WV, WI, WY. INCORPORATED IN: New ' Hampshire. HARCO NATIONAL INSURANCE COMPANY (NAIC #26433) BUSINESS ADDRESS: 702 OBERLIN ROAD, RALEIGH, NC 27605 - 0800. PHONE: (919) 833 -1600. ' UNDERWRITING LIMITATION b/: $16,916,000. SURETY LICENSES c,f /: AL, AK, AZ, AR, CA, CO, CT, DE, DC, FL, GA, ID, IL, IN, IA, KS, KY, LA, ME, MD, MA, MI, MN, MS, MO, MP, MT, NE, NV, NH, NJ, NM, NY, NC, ND, OH, OK, OR, PA, RI, SC, SD, TN, TX, UT, VT, VA, WA, WV, WI, WY. INCORPORATED IN: Illinois. ' Harleysville Worcester Insurance Company (NAIC #26182) BUSINESS ADDRESS: 355 Maple Avenue, Harleysville, PA 19438 - 2297. PHONE: (215) 256 -5000. UNDERWRITING LIMITATION b/: $23,556,000. SURETY LICENSES c,f /: AL, AR, CT, DE, DC, GA, IL, IN, IA, KS, KY, ME, MD, MA, MI, MN, MS, MO, NE, NH, NJ, NY, NC, ND, OH, PA, RI, SC, SD, TN, VT, VA, WV, WI. ' INCORPORATED IN: Pennsylvania. Hartford Accident and Indemnity Company (NAIC #22357) BUSINESS ADDRESS: One Hartford Plaza, Hartford, CT 06155 - 0001. PHONE: (860) 547 -5000. UNDERWRITING LIMITATION b/: $236,572,000. SURETY LICENSES c,f /: AL, AK, AZ, AR, CA, CO, CT, DE, ' DC, FL, GA, HI, ID, IL, IN, IA, KS, KY, LA, ME, MD, MA, MI, MN, MS, MO, MT, NE, NV, NH, NJ, NM, NY, NC, ND, OH, OK, OR, PA, PR, RI, SC, SD, TN, TX, UT, VT, VA, WA, WV, WI, WY. INCORPORATED IN: Connecticut. Hartford Casualty Insurance Company (NAIC #29424) BUSINESS ADDRESS: One Hartford Plaza, Hartford, CT 06155 - 0001. PHONE: (860) 547 -5000. UNDERWRITING LIMITATION b/: $90,579,000. SURETY LICENSES c,f /: AL, AK, AZ, AR, CA, CO, CT, DE, DC, FL, GA, HI, ID, IL, IN, IA, KS, KY, LA, ME, MD, MA, MI, MN, MS, MO, MT, NE, NV, NH, NJ, NM, NY, NC, ND, OH, OK, OR, PA, RI, SC, SD, TN, TX, UT, VT, VA, WA, WV, WI, WY. INCORPORATED IN: Indiana. Hartford Fire Insurance Company (NAIC #19682) BUSINESS ADDRESS: One Hartford Plaza, Hartford, CT 06155 - 0001. PHONE: (860) 547 -5000. UNDERWRITING LIMITATION b/: $1,408,141,000. SURETY LICENSES c,f /: AL, AK, AZ, AR, CA, CO, CT, ' DE, DC, FL, GA, GU, HI, ID, IL, IN, IA, KS, KY, LA, ME, MD, MA, MI, MN, MS, MO, MT, NE, NV, NH, NJ, NM, NY, NC, ND, OH, OK, OR, PA, PR, RI, SC, SD, TN, TX, UT, VT, VA, WA, WV, WI, WY. INCORPORATED IN: Connecticut. Hartford Insurance Company of Illinois (NAIC #38288) ' BUSINESS ADDRESS: One Hartford Plaza, Hartford, CT 06155 - 0001. PHONE: (860) 547 -5000. UNDERWRITING LIMITATION b/: $130,914,000. SURETY LICENSES c,f /: CT, HI, IL, MI, NY, PA. INCORPORATED IN: Illinois. Hartford Insurance Company of the Midwest (NAIC #37478) BUSINESS ADDRESS: One Hartford Plaza, Hartford, CT 06155 - 0001. PHONE: (860) 547 -5000. UNDERWRITING LIMITATION b/: $43,210,000. SURETY LICENSES c,f /: AL, AK, AZ, AR, CA, CO, CT, DE, DC, FL, GA, HI, ID, IL, IN, IA, KS, KY, LA, ME, MD, MA, MI, MN, MS, MO, MT, NE, NV, NH, NJ, NM, NY, NC, ND, OH, OK, OR, PA, RI, SC, SD, TN, TX, UT, VT, VA, WA, WV, WI, WY. INCORPORATED IN: Indiana. http: / /www.fiscal. treasury. gov /fsreports /ref /suretyBnd /c570_a -z. htm 10/23 10/2/2014 www.insurance.wa.gov/consumertoolkit/Company/Company-Profile.aspx?WAOIC=229139 Search > GUARANTEE COMPANY OF NORTH AMERICA USA THE Co 1%A M GUARANTEE PAPNIY OF NORTH AMERICA USA THE Agents and agencies that represent this company (Appointments) thiS? View agents; view agencies i .. . ................ ... Company complaint history View complaints i . . . . ........ .. . . ..... ... . . .... Disciplinary orders 2008-2014 http://www.insurance.wa.gov/consumertoolkit/Company/CompanyProfile.aspx?WAOIC=2291 39 1/2 General Contact Licensing .. . .. ... ............. Appointments I Com..p...l..a...i..n. ...t .. S Orders National I..n,f.o. Ratings . .............. Back to_Search General information Contact information Name: GUARANTEE COMPANY OF NORTH AMERICA Registered address Mailing address USA THE ONE TOWNE SQUARE STE ONE TOWNE SQUARE STE Corporate family group: n,/a w�arisi:-.ni-? 1470 SOUTHFIELD, MI 48076 1470 SOUTHFIELD, MI 48076 Organization type: PROPERTY WAOIC: 229139 Telephone Telephone 248-281-0281 248-281-0281 NAIC: 36650 Status: ACTIVE Admitted date: 06/22/2004 Ownership type: STOCK Agents and agencies that represent this company (Appointments) thiS? View agents; view agencies i .. . ................ ... Company complaint history View complaints i . . . . ........ .. . . ..... ... . . .... Disciplinary orders 2008-2014 http://www.insurance.wa.gov/consumertoolkit/Company/CompanyProfile.aspx?WAOIC=2291 39 1/2 10/2/2014 www. insurance. wa. gov /consumertooIkit/ Company /CompanyProfile.aspx ?WAOIC= 229139 No disciplinary orders are found The orders posted here are unverified electronic duplicates of the official orders actually entered. To be certain you have the official version of the order as entered, request a hard copy from Renee Molnes at 360 - 725 -7047 or 1 email legal @cic.wa.gov. Looking for other orders? Our online orders search allows you to search a ten year history of all orders, including enforcement orders, administrative orders, and general orders. ^ hack to t�; National information on insurance companies Want more information about this company? The NAIC's Consumer Information.(CIS) „page allows you to retrieve 1 national financial and complaint information on insurance companies, plus has information and tips to help you understand current insurance issues. back to top ' ........................ . Ratings by financial organizations these 1 The following organizations rate insurance companies on their financial strength and stability. Some of companies charge for their services. A.M. Best Weiss Group Rati_n..9.$___ I Standard and Poor 's Corp .......... ............ . . Moody's Investors Service Fitch IBCA, !Duff and Phelps Ratings_._.. ____............_...__i 1 1 1 n Profile.as x ?WAOIC= 229139 2/0 http: / /www.insurance.wa. gov /consumertoolkit/CompanylCompa y p CITY OF YAKIMA NON - COLLUSION AFFIDAVIT WEST YAKIMA IRRIGATION SYSTEM PHASE 2 IMPROVEMENTS CITY OF YAKIMA PROJECT NO. IR2323 HLA PROJECT NO. 14055 STATE OF WASHINGTON ) ) ss. NON - COLLUSION AFFIDAVIT COUNTY OF FVe or V_ Ut N ) l P-t•.sv�lv�i � oVQ Ce�1_Tr'ACA11k!� being first duly sworn, on oath says that the bid above 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 the said bidder 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 themselves an advantage over any other bidder or bidders. '(CoAtradtQh ign ture) 1 Signed and sworn to (or affirmed) before me on ,� 2014, by �h9-l.Nj�5 \.)0 Ljjn nA I fl IGIPROJECTSQ014114055 \14055 Spec.dou 3 -8 NotaW Public My Appointment Ex �-s <51, .. 1_0 �J 1 1 CITY OF YAKIMA NONDISCRIMINATION PROVISION During the performance of this Contract, the contractor agrees as follow: The Contractor shall not discriminate in violation of any applicable federal, state and /or local law or regulation on the basis of race, color, sex, religion, national origin, creed, age, marital status, disability, honorably discharged veteran or military status, pregnancy, sexual orientation, political affiliation, or the presence of any sensory, mental or physical handicap, and any other classification protected under federal, state, or local law. This provision shall include but not be limited to the following: employment, upgrading, demotion, transfer, recruitment, advertising, layoff or termination, rates of pay or other forms of compensation, selection for training, and the provision of services under this Agreement. The Contractor will, in all solicitations or advertisements for employees placed by or on behalf of the Contractor, state that all qualified applicants will receive consideration for employment without regard to race, color, religion, sex, or national origin. The Contractor will send to each labor union or representative of workers with which he has a collective bargaining agreement or other contract or understanding, a notice, to be provided by the agency contracting officer, advising the labor union or workers' representative of the Contractor's commitments under Section 202 of Executive Order No. 11246 of August 24, 1965, and shall post copies of the notice in conspicuous places available to employees and applicants for employment. The Contractor will comply with all provisions of Executive Order No. 11246 of August 24, 1965, and of the rules, regulations, and relevant orders of the Secretary of Labor. The Contractor will furnish all information and reports required by Executive Order No. 11246 of August 24, 1965, and by the rules regulations, and orders of the Secretary of Labor, or pursuant thereto, and will permit access to his books, records, and accounts by the contracting agency and the Secretary of Labor for purposes of investigation to ascertain compliance with such rules, regulations, and orders. In the event of the Contractor's noncompliance with the nondiscrimination clauses of this Contract or with any such rules, regulation, or orders, this Contract may be canceled, terminated, or suspended in whole or in part and the Contractor may be declared ineligible for further Government contracts in accordance with procedures authorized in Executive Order No. 11246 of August 24, 1965, and such other sanctions may be imposed and remedies involved as provided in Executive Order No. 11246 of August 24, 1965, or by rule, regulation, or order of the Secretary of Labor, or as otherwise provided by law. The Contractor will include the provisions of Paragraphs (1) through (I) in every subcontract or purchase order unless exempted by rules, regulations, or orders of the Secretary of Labor issued pursuant to Section 204 of Executive Order No. 11246 of August 24, 1965, so that such provisions will be binding upon each subcontractor or vendor. The Contractor will take such action with respect to any subcontract or purchase order as the contracting agency may direct as a means of enforcing such provisions including sanctions for noncompliance; provided, however, that in the event the Contractor becomes involved in, or is threatened with litigation with a subcontractor or vendor as a result of such direction by the contracting agency, the Contractor may request the United States to enter into such litigation to protect the interests of the United States. GAPROJECTS12014 \14055 \14055 Spec.docx 3 -9 CITY OF YAKIMA WOMEN AND MINORITY BUSINESS ENTERPRISE POLICY It is the policy of the City of Yakima that women and minority business enterprises shall have the maximum opportunity to participate in the performance of work relating to the City's activities. To this ' end, the City is committed to take all necessary and reasonable steps in accordance with state and federal rules and regulations to ensure women and minority business enterprises the maximum opportunity to compete for and to perform contracts. In order to enhance opportunities for women and minority businesses to participate in certain contractor opportunities with the City of Yakima, and as a recipient of federal and state financial assistance, the City is committed to a women and minority business enterprise utilization program. The City is determined to 1 maximize women and minority business opportunities through participation in the competitive bidding process through women and minority business enterprise affirmative action programs administratively established by the City Manager and monitored and implemented in accordance with state and federal rules and regulations. All women and minority business enterprise programs shall include specific goals for participation of women and minority businesses in City projects of at least ten percent (10 %) of the total dollar value of City contract over $10,000. Goals shall be reviewed and updated annually by the City Manager for applicability and to ensure that the intent of this policy is accomplished. ' This statement of policy will be widely disseminated to all managers, supervisors, minorities, and women employed by the City of Yakima as well as to contractors, vendors, suppliers, minorities, and women who 1 may seek the City's procurement and construction contracts related to the women and minority business enterprise programs. Contractors associations will be made aware of construction projects affected by this policy through all available avenues to assure that plans/specifications, bid forms, and invitations to bid are as widely distributed as possible. G: \PROJECTS\2014 \14055 \14055 Spec.docx 3 -10 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 pxsoLmox No. 1) - 4 8 16 A RESOLi 01T adapting a "Women And Nimmity Business Enterprise policy" for the City of Yakima. wBEREAS, the City of Yakima is the recipient of federal and state Assistance which assistance (` z es with it the obli- gation of contracting with. Women And tUnority Business Enter- prises fa` the performance o!f public works, and MIKE=-AS, i *_ is the intention of the City of Yakima. that Women Azad Minority Business Enterprises shall have the maxi== - practicable oppa_tuaity to participa te in the performance of such public aatks, an-& ._._ R s, the City of Yakima is determined to maximize Wow And Minority Business Enterprise opportmities for parti- cipation in its competitive bidding process through the adcptiam Of tile- t'Wown And Kinorltg Business Enterprise Policy" statement attach ed hereto, now, therefore, BE IT RESOLVED Bi THE CIT! COUNCIL OF THE CITY QV YAEIHA: ,he- Gi.ty Council hereby adopts the "Women And Iffnority Business Enterprise Policy". a copy of which is attached hereto and by reference made a part hereof. ADOPTED BY THE CITY COUNCIL this .jgy L- day of 1983. ATTEST: City Clerk Y 1 1 ILI CITY OF YAKIMA AFFIRMATIVE ACTION PLAN The bidders, contractors and subcontractors will not be eligible for award of a contract under this Advertisement for Bids unless it certifies as prescribed, that it adopts the minimum goals and timetable of minority and women workforce utilization and specific affirmative action steps as set forth by the City of Yakima. This is directed at increasing minority and women workforce utilization by means of applying good faith efforts to carrying out such steps. However, no contractor or subcontractor shall be found to be in noncompliance solely on account of its failure to meet its goals within its timetables, but such contractor shall be given the opportunity to demonstrate that it has instituted all of the specific affirmative action steps specified by the City of Yakima, and has made every good faith effort to make these steps work toward the attainment of its goals, all to the purpose of expanding minority and women workforce utilization on all of its projects in the City of Yakima, Washington. In all cases, the compliance of a bidder, contractor or subcontractor will be determined in accordance with its respective obligations under the terms of these Bid Conditions. All bidders and all contractors and subcontractors performing or to perform work on projects subject to these Bid Conditions hereby agree to inform their subcontractors of their respective obligations under the terms and requirements of these Bid Conditions, including the provisions relating to goals of minority and women employment and training. Specific Affirmative Action Steps Bidders, contractors and subcontractors subject to this contract must engage in affirmative action directed at increasing minority and women workforce utilization, which is at least as extensive and as specific as the following steps: a. The contractor shall notify community organizations that the contractor has employment opportunities available and shall maintain records of the organizations' response. b. The contractor shall maintain a file of the names and addresses of each minority and women worker referred to him and what action was taken with respect to each such referred worker, and if the worker was not employed, the reasons therefore. If such worker was not sent to the union hiring hall for referral or if such worker was not employed by the contractor, the contractor's file shall document this and the reasons therefore. c. The contractor shall promptly notify the Engineer when the union or unions with whom the contractor has collective bargaining agreement has not referred to the contractor a minority or woman worker sent by the contractor or the contractor has other information that the union referral process has impeded him in his efforts to meet his goal. d. The contractor shall participate in training programs in the area, especially those funded by the Department of Labor. e. The contractor shall disseminate his EEO policy within his own organization by including it in any policy manual; by publicizing it in company newspapers, annual reports, etc., by conducting staff, employee and union representatives' meetings to explain and discuss the policy; by posting of the policy; and by specific review of the policy with minority employees. The contractor shall disseminate his EEO policy externally by informing and discussing it with all recruitment sources; by advertising in news media, specifically including minority news media; and by notifying and discussing it with all subcontractors and suppliers. g. The contractor shall make specific efforts and constant personal (both written and oral) recruitment efforts directed at all minority or women organizations, schools with minority students, minority recruitment organizations and minority training organizations, within the contractor's recruitment areas. h. The contractor shall make specific efforts to encourage present minority employees to recruit their friends and relatives. G: \PROJECTS\2014 \14055 \14055 Spec.docx 3 -12 i. The contractor shall validate all man specifications; selection requirements, tests, etc. j. The contractor shall make every effort to promote after school, summer and vacation employment to minority youth. k. The contractor shall develop on- the -job training opportunities; and participate and assist in any ' association or employer group training programs relevant to the contractor's employee needs consistent with its obligations under this bid. 1 1 �7 1 I. The contractor shall continually inventory and evaluate all minority and women personnel for promotion opportunities and encourage minority and women employees to seek such opportunities. m. The contractor shall make sure that seniority practices, job classifications, etc., do not have a discriminatory effect. n. The contractor shall make certain that all facilities and company activities are non - segregated. o. The contractor shall continually monitor all personnel activities to ensure that his EEO policy is being carried out. p. The contractor shall solicit bids for subcontracts from available minority and women subcontractors, engaged in the trades covered by these Bid Conditions, including circulation of minority and women contractor associations. q. Non - cooperation: In the event the union is unable to provide the contractor with a reasonable flow of minority and women referrals within the time limit set forth in the collective bargaining agreements, the contractor shall, through independent recruitment efforts, fill the employment vacancies without regard to race, color, religion, sex or national origin, making full efforts to obtain qualified and /or qualifiable minorities and women. (The U.S. Department of Labor has held that it shall be no excuse that the union with which the contractor has a collective bargaining agreement providing for exclusive referral failed to refer minority or women employees.) In the event the union referral practice prevents the contractor from meeting the obligations pursuant to Executive Order 11246 and 23 CFR Part 230 as amended, and the Standard Specifications, such contractor shall immediately notify the Engineer. IG1PROJECTS\2014 \14055 \14055 Speadocx 3 -13 I CITY OF YAKIMA BIDDER'S CERTIFICATION A bidder will not be eligible for award of a contract under this invitation for bids unless such bidder has submitted as a part of its bid the following certification, which will be deemed a part of the resulting contract: P 0 W 60V,kvavhV', . ZL,c_' (BIDD certifies that: 1. It intends to use the following listed construction trades in the work under the contract: t6o1, Cr 2 ' �r w►-t �rt� and; As to those trades for which it is required by these Bid Conditions to comply with these Bid Conditions, it adopts the minimum minority and women workforce utilization goals and the specific affirmative action steps for all construction work (both federal and non - federal) in the Yakima, Washington area subject to these Bid Conditions, those trades being: and; It will obtain from each of its subcontractors and submit to the contracting or administering agency prior to the award of any sub - contract under this Contract the :Subcontractor Certification required by these Bid Conditions.. G1PROJECTS\2014 \14055 \14055 Spec.docx 3 -14 Materiality and Responsiveness This certification required to be made by the bidder pursuant to these Bid Conditions is material, and will govern the bidder's performance on the project and will be made a part of this bid. Failure to submit the certification will render the bid non - responsive. Compliance and Enforcement Contractors are responsible for informing their subcontractor (regardless of tier) as to their respective obligations under the conditions of the contract here (as applicable). Bidders, contractors and subcontractors hereby agree to refrain from entering into any contract or contract modification subject to Executive Order 11246, as amended on August 24, 1965, with a contractor debarred from, or who is determined not to be a responsible bidder for government contracts and federally assisted construction contracts pursuant to Executive Order. The bidder, contractor or subcontractor shall carry out such sanctions and penalties for violation of the equal opportunity clause including suspension, termination and cancellation of existing subcontracts as may be imposed or ordered by the administering agency, the contracting agency or the Office of Federal Contract Compliance pursuant to the Executive Order. Any bidder, contractor or subcontractor who shall fail to carry out such sanctions and penalties shall be deemed to be in non - compliance with these Bid Conditions and Executive Order 11246, as amended. Nothing herein is intended to relieve any contractor or subcontractor during the term of its contract on this project from compliance with Executive Order 11246, as amended, and the Equal Opportunity Clause of its contract. Violation of any substantial requirement in the affirmative action plan by a contractor or subcontractor ' covered by these Bid Conditions, including the failure of such contractor or subcontractor to make a good faith effort to meet its fair share of the trade's goals of minority and women workforce utilization, shall be grounds for imposition of the sanctions and penalties provided at Section 209(a) of Executive Order 11246, as amended. Each agency shall review its contractors' and subcontractors' employment practices during the performance of the contract. If the agency determines that the affirmative action plan no longer represents effective affirmative action, it shall so notify the Office of Federal Contract Compliance which shall be solely responsible for any final determination of that question and the consequences thereof. In regard to these conditions, if the contractor or subcontractor meets it goals, or if the contractor or subcontractor can demonstrate that it has made every good faith effort to meet those goals, the contractor or the subcontractor shall be presumed to be in compliance with the Executive Order 11246, as amended, the implementing regulations and its obligations under these Bid Conditions and no formal sanctions or proceedings leading toward sanctions shall be instituted unless the agency otherwise determines that the contractor or subcontractor is not providing equal employment opportunities. In judging whether a contractor or subcontractor has met its goals, the agency will consider each contractor's or subcontractor's minority and women workforce utilization and will not take into consideration the minority and women workforce utilization of its subcontractors. Where the agency finds that the contractor or subcontractor has failed to comply with the requirement of Executive Order 11246, as amended, the implementing regulations and its obligations under these Bid Conditions, the agency shall take such action and impose such sanctions as may be appropriate under Executive Order and the regulations. When the agency proceeds with such formal action, it has the burden of proving that the contractor has not met the requirements of these Bid Conditions, but the contractor's failure to meet its goals shall shift to it the requirement to come forward with evidence to show that it has met the "good faith" requirements of these Bid Conditions by instituting at least the Specific Affirmative Action steps listed above and by making every good faith effort to make those steps work toward the attainment of its goals within its timetables. The pendency of such formal proceeding shall be taken into consideration by Federal agencies in determining whether such contractor or subcontractor can comply with the requirements of Executive Order 11246, as amended, and is therefore a "responsible prospective contractor" within the meaning of the Federal Procurement Regulations. IGAPROJECTSQ014114055114055 Spec.docx 3 -15 t 1 It shall be no excuse that the union with which the contractor has a collective bargaining agreement providing for exclusive referral failed to refer minority and women employees. The procedures set forth in these conditions shall not apply to any contract when the head of the contracting or administering agency determines that such contract is essential to the national security and that its award without following such procedures is necessary to the national security. Upon making such a determination, the agency head will notify, in writing, the Director of the Office of Federal Contractor Compliance within thirty (30) days. Requests for exemptions from these Bid Conditions must be made in writing, with justification, to: Director Office of Federal Contractor Compliance U.S. Department of Labor Washington, D.C. 20210 and shall be forwarded through and with the endorsement of the agency head. Contractors and subcontractors must keep such records and file such reports relating to the provisions of these Bid Conditions as shall be required by the contracting or administering agency or the Office of Federal Contractor Compliance. GAPROJECTS\2014\1 4055\1 4055 Spec.dou 3 -16 The City of Yakima supports the Federal Immigration, Reform and Control Act of 1986, as amended. The City requires that all contractors or business entities that contract with the City for the award of any City contract for public works in excess of Five Thousand Dollars ($5,000), or any other city contract in excess of Two Thousand Five Hundred Dollars ($2,500), enroll in the E- Verify program or its successor, and thereafter to verify its employees' proof of citizenship and authorization to work in the United States. E- Verify will be used for newly hired employees during the term of the contract ONLY: it is NOT to be used for existing employees. The Contractor must remain enrolled in the program for the duration of the contract and be responsible for verification of every applicable subcontractor. The contractor shall sign and return with their bid response the E- Verify Declaration below. Failure to do so may be cause for rejection of bid. E- VERIFY COMPLIANCE DECLARATION The undersigned declares, under penalty of perjury under the laws of Washington State that: 1. By submitting this Declaration, I certify that I do not and will not, during the performance N of this contract, employ illegal alien workers, or otherwise violate the provisions of the Federal Immigration Reform and Control Act of 1986. 2. 1 agree to enroll in E- Verify prior to the start date of any contract issued by the City of Yakima to ensure that my workforce is legal to work in the United States of America. I agree to use E- Verify for all newly hired employees during the length of the contract. 3. 1 certify that I am duly authorized to sign this declaration on behalf of my company. 4. 1 acknowledge that the City of Yakima reserves the right to require evidence of enrollment of the E- Verify program at any time and that non - compliance could lead to suspension of this contract. Firm Name: PO C t_V_X �741 L Dated this day of fir 2014 Signature: v Printed Name: �%U��Uv1 �InSWOr rh. Address: 0 Soy co Phone #: 509- 542 - SSb'j Email Address: L-e� P �ow&Ok��C,6►J,�o.�.� Homeland, Security's Web Address is: http: / /www.dhs.goy /e- verify Completed declarations can be mailed to: City of Yakima Purchasing, 129 No. 2 "d Street, Yakima, WA 98901, faxed to 509 -576 -6394 or scanned and emailed to sownby @ci.yakima.wa.us 'Co ,phance::w>lth ininigratton and Natural><zatton Act ;Mryl n�. :�M1'a::'0.'y'y "A,}.�*u.: A,' ;� t�?� {r� em t�,�'t�.�.:•h'Y'3` �i4��•�i _ M1�k '+'u�7 :>: �`�' .�'w�•r'a .'' >� �.. .�. �. :h. _.�-'. -z.� = *: Rp� ;.8. � ":r:"s« The City of Yakima supports the Federal Immigration, Reform and Control Act of 1986, as amended. The City requires that all contractors or business entities that contract with the City for the award of any City contract for public works in excess of Five Thousand Dollars ($5,000), or any other city contract in excess of Two Thousand Five Hundred Dollars ($2,500), enroll in the E- Verify program or its successor, and thereafter to verify its employees' proof of citizenship and authorization to work in the United States. E- Verify will be used for newly hired employees during the term of the contract ONLY: it is NOT to be used for existing employees. The Contractor must remain enrolled in the program for the duration of the contract and be responsible for verification of every applicable subcontractor. The contractor shall sign and return with their bid response the E- Verify Declaration below. Failure to do so may be cause for rejection of bid. E- VERIFY COMPLIANCE DECLARATION The undersigned declares, under penalty of perjury under the laws of Washington State that: 1. By submitting this Declaration, I certify that I do not and will not, during the performance N of this contract, employ illegal alien workers, or otherwise violate the provisions of the Federal Immigration Reform and Control Act of 1986. 2. 1 agree to enroll in E- Verify prior to the start date of any contract issued by the City of Yakima to ensure that my workforce is legal to work in the United States of America. I agree to use E- Verify for all newly hired employees during the length of the contract. 3. 1 certify that I am duly authorized to sign this declaration on behalf of my company. 4. 1 acknowledge that the City of Yakima reserves the right to require evidence of enrollment of the E- Verify program at any time and that non - compliance could lead to suspension of this contract. Firm Name: PO C t_V_X �741 L Dated this day of fir 2014 Signature: v Printed Name: �%U��Uv1 �InSWOr rh. Address: 0 Soy co Phone #: 509- 542 - SSb'j Email Address: L-e� P �ow&Ok��C,6►J,�o.�.� Homeland, Security's Web Address is: http: / /www.dhs.goy /e- verify Completed declarations can be mailed to: City of Yakima Purchasing, 129 No. 2 "d Street, Yakima, WA 98901, faxed to 509 -576 -6394 or scanned and emailed to sownby @ci.yakima.wa.us w 1 1 1 1 1 1 SURETY CITY OF YAKIMA WEST YAKIMA IRRIGATION SYSTEM PHASE 2 IMPROVEMENTS CITY OF YAKIMA PROJECT NO. IR2323 HLA PROJECT NO. 14055 If the Bidder is awarded a construction Contract on this bid, the Surety who provides the Contract Bond will be GV, A-V 6" %q to • 9 �- N- r- �' A-wi r, cm--� whose address is: new Stt I4-7v M I qjv- Street " City State ZIP 1 G:\PROJECTS\2014114055\14055 Spec.docx 3 -18 1 1 1 1 SUBCONTRACTOR LIST CITY OF YAKIMA WEST YAKIMA IRRIGATION SYSTEM PHASE 2 IMPROVEMENTS CITY OF YAKIMA PROJECT NO. IR2323 HLA PROJECT NO. 14055 To be submitted with the Bid Proposal If no subcontractor is listed below, the bidder acknowledges that it does not intend to use any subcontractor to perform those items of work. Subcontractor Name Gr Owv.pl T1(,I�G Categories of Work Subcontractor Name C'F-W)Q I T& 6/6&j SUZU CT/DA 14M J Gy,14 Categories of Work Subcontractor Name Categories of Work Subcontractor Name Categories of Work Subcontractor Name Categories of Work Subcontractor Name Categories of Work _ G: \PROJECTS\2014 \14055 \14055 Spec.dom 3 -19 i L_ LIST OF REFERENCES CITY OF YAKIMA WEST YAKIMA IRRIGATION SYSTEM PHASE 2 IMPROVEMENTS ' CITY OF YAKIMA PROJECT NO. IR2323 HLA PROJECT NO. 14055 List all projects of a similar nature completed by the BIDDER during the previous five (5) years. Similar projects are considered to be those projects with a contract amount of not less than 50 percent of the amount bid on this project with the type of construction, materials, and methods necessary for completion of this project. Provide name of contact person and phone number. Failure to complete this List of References may be cause for rejection of the BID. Previous Similar Projects Contact Person Phone Number -e , t'tzt L G 1 1 IG: \PROJECTS\2014 \14055 \14055 Spec.docx 3 -20 CITY OF YAKIMA BIDDER'S RESPONSIBILITY STATEMENT WEST YAKIMA IRRIGATION SYSTEM PHASE 2 IMPROVEMENTS CITY OF YAKIMA PROJECT NO. IR2323 HLA PROJECT NO. 14055 A Bidder will be deemed not responsible if the Bidder does not meet the mandatory bidder responsibility criteria in RCW 39.04.350(1), as amended; or does not meet the following Supplemental Criteria: 1. Delinquent State Taxes A. Criterion: The Bidder shall not owe delinquent taxes to the Washington State Department of Revenue without a payment plan approved by the Department of Revenue. B. Documentation: The Bidder shall not be listed on the Washington State Department of Revenue's "Delinquent Taxpayer List" website: http: / /dor.wa.gov/ content / fileandpaytaxes /latefiling /dtlwest.zispx , or if they are so listed, they must submit a written payment plan approved by the Department of Revenue, to the Contracting Agency by the deadline listed below. 2. Federal Debarment A. Criterion: The Bidder shall not currently be debarred or suspended by the Federal government. B. Documentation: The Bidder shall not be listed as having an "active exclusion" on the U.S. government's "System for Award Management" database (www.sam.gov). 3. Subcontractor Responsibility 1 G: \PROJECTS\2014 \14055 \14055 Spec.docx 3 -21 A. Criterion: The Bidder's standard subcontract form shall include the subcontractor responsibility language required by RCW 39.06.020, and the Bidder shall have an established procedure which it utilizes to validate the responsibility of each of its subcontractors. The Bidder's subcontract form shall also include a requirement that each of its subcontractors shall have and document a similar procedure to determine whether the sub -tier subcontractors with whom it contracts are also "responsible" subcontractors as defined by RCW 39.06.020. B. Documentation: The Bidder, if and when required as detailed below, shall submit a copy of its standard subcontract form for review by the Contracting Agency, and a written description of its procedure for validating the responsibility of subcontractors with which it contracts. 4. Prevailing Wages A. Criterion: The Bidder shall not have a record of prevailing wage violations as determined by WA Labor & Industries in the five years prior to the bid submittal date, that demonstrates a pattern of failing to pay workers prevailing wages, unless there are extenuating circumstances and such circumstances are deemed acceptable to the Contracting Agency. B. Documentation: The Bidder, if and when required as detailed below, shall submit a list of all prevailing wage violations in the five years prior to the bid submittal date, along with an explanation of each violation and how it was resolved. The Contracting Agency will evaluate these explanations and the resolution of each complaint to determine whether the violation demonstrate a pattern of failing to pay its workers prevailing wages as required. 5. Claims Against Retainage and Bonds A. Criterion: The Bidder shall not have a record of excessive claims filed against the retainage or payment bonds for public works projects in the three years prior to the bid submittal date, that demonstrate a lack of effective management by the Bidder of making timely and appropriate 1 G: \PROJECTS\2014 \14055 \14055 Spec.docx 3 -21 1 payments to its subcontractors, suppliers, and workers, unless there are extenuating circumstances and such circumstances are deemed acceptable to the Contracting Agency. B. Documentation: The Bidder, if and when required as detailed below, shall submit a list of the public works projects completed in the three years prior to the bid submittal date that have had claims against retainage and bonds and include for each project the following information: • Name of project • The owner and contact information for the owner; • A list of claims filed against the retainage and /or payment bond for any of the projects listed; • A written explanation of the circumstances surrounding each claim and the ultimate resolution of the claim. 6. Public Bidding Crime A. Criterion: The Bidder and /or its owners shall not have been convicted of a crime involving bidding on a public works contract in the five years prior to the bid submittal date. B. Documentation: The Bidder, if and when required as detailed below, shall sign a statement (on a form to be provided by the Contracting Agency) that the Bidder and /or its owners have not been convicted of a crime involving bidding on a public works contract. ■ 7. Termination for Cause / Termination for Default A. Criterion: The Bidder shall not have had any public works contract terminated for cause or terminated for default by a government agency in the five years prior to the bid submittal date, unless there are extenuating circumstances and such circumstances are deemed acceptable to the Contracting Agency. B. Documentation: The Bidder, if and when required as detailed below, shall sign a statement (on a form to be provided by the Contracting Agency) that the Bidder has not had any public works contract terminated for cause or terminated for default by a government agency in the five years prior to the bid submittal date; or if Bidder was terminated, describe the circumstances. 8. Lawsuits A. Criterion: The Bidder shall not have lawsuits with judgments entered against the Bidder in the five years prior to the bid submittal date that demonstrate a pattern of failing to meet the terms of contracts, unless there are extenuating circumstances and such circumstances are deemed acceptable to the Contracting Agency B. Documentation: The Bidder, if and when required as detailed below, shall sign a statement (on a form to be provided by the Contracting Agency) that the Bidder has not had any lawsuits with judgments entered against the Bidder in the five years prior to the bid submittal date that demonstrate a pattern of failing to meet the terms of contracts, or shall submit a list of all lawsuits with judgments entered against the Bidder in the five years prior to the bid submittal date, along with a written explanation of the circumstances surrounding each such lawsuit. The Contracting Agency shall evaluate these explanations to determine whether the lawsuits demonstrate a pattern of failing to meet of terms of construction related contracts As evidence that the Bidder meets the mandatory and supplemental responsibility criteria stated above, the apparent two lowest Bidders must submit to the Contracting Agency by 12:00 P.M. (noon) of the second business day following the bid submittal deadline, a written statement verifying that the Bidder meets all of the mandatory and supplemental criteria together with supporting documentation including but not limited to that detailed above (sufficient in the sole judgment of the Contracting Agency) demonstrating compliance with all mandatory and supplemental responsibility criteria. The Contracting Agency reserves the right to request such documentation from other Bidders as well, and to request further documentation as needed to assess Bidder responsibility. The Contracting Agency also reserves the right to obtain information from third - parties and independent sources of information concerning a ' G: \PROJECTS\2014 \14055 \14055 Spec.docx 3-22 r I Bidder's compliance with the mandatory and supplemental criteria, and to use that information in their ' evaluation. The Contracting Agency may (but is not required to) consider mitigating factors in determining whether the Bidder complies with the requirements of the supplemental criteria. The basis for evaluation of Bidder compliance with these mandatory and supplemental criteria shall include any documents or facts obtained by Contracting Agency (whether from the Bidder or third parties) including but not limited to: (i) financial, historical, or operational data from the Bidder; (ii) information obtained directly by the Contracting Agency from others for whom the Bidder has worked, or other public agencies or private enterprises; and (iii) any additional information obtained by the Contracting Agency which is believed to be relevant to the matter. If the Contracting Agency determines the Bidder does not meet the bidder responsibility criteria above and is therefore not a responsible Bidder, the Contracting Agency shall notify the Bidder in writing, with the reasons for its determination. If the Bidder disagrees with this determination, it may appeal the determination within two (2) business days of the Contracting Agency's determination by presenting its appeal and any additional information to the Contracting Agency. The Contracting Agency will consider the appeal and any additional information before issuing its final determination. If the final determination affirms that the Bidder is not responsible, the Contracting Agency will not execute a contract with any other Bidder until at least two business days after the Bidder determined to be not responsible has received the Contracting Agency's final determination. Request to Change Supplemental Bidder Responsibility Criteria Prior To Bid: Bidders with concerns ' about the relevancy or restrictiveness of the Supplemental Bidder Responsibility Criteria may make or submit requests to the Contracting Agency to modify the criteria. Such requests shall be in writing, describe the nature of the concerns, and propose specific modifications to the criteria. Bidders shall submit such requests to the Contracting Agency no later than five (5) business days prior to the bid submittal deadline and address the request to the Project Engineer or such other person designated by the Contracting Agency in the Bid Documents. By signing below, bidder acknowledges this Bidder's Responsibility Statement. (Authorized Official's Signature) 1 1 1 ' G: \PROJECTS\2014 \14055 \14055 Spec.docx 3 -23 u SECTION 4 - CONTRACT AND RELATED MATERIALS i r IGAPROJECTS\2014 \14055 \14055 Spec.docx 4 -1 n 1 For City of Yakima Use Only: Contract No. Project No. Resolution No. SOQ No. CONTRACT THIS AGREEMENT, made and entered into in quadruplicate, this day of 6 �?f' , 2014, by and between the CITY OF YAKIMA, hereinafter called the OWNER, and 0 W C,0N-rsZW_,1-1N6,J G• hereinafter called the CONTRACTOR, WITNESSETH: That in consideration of the terms and conditions contained herein and attached and made a part of this Agreement, the parties hereto covenant and agree as follows: I. The CONTRACTOR shall do all work and furnish all tools materials and equipment for WEST YAKIMA IRRIGATION SYSTEM PHASE 2 IMPROVEMENTS, City of Yakima Project No. IR2323, HLA Project No. 14055, in accordance with and as described in the attached Plans and Speci- fications and the Standard Specifications for Road, Bridge, and Municipal Construction, which are by this reference incorporated herein and made a part hereof, and shall perform any alterations in or additions to the work provided under this Contract and every part thereof. Work shall start within ten (10) calendar days after Notice to (Proceed and shall be completed by the dates set forth in Section 1 -08.5 of the Technical Specifications. Notice to Proceed will be issued by 10/27/14. If said work is not completed within the time specified, the CONTRACTOR agrees to pay to the OWNER for each and every working day said work remains uncompleted after expiration of the specified time, liquidated damages as determined in Section 1 -08.9. The CONTRACTOR shall provide and bear the expense of all equipment, work, and labor of any sort whatsoever that may be required for the transfer of materials and for constructing and completing the work provided for in this Contract and even( part thereof, except such as are mentioned in the Specifications to be furnished by the OWNER. ll. The OWNER hereby promises and agrees with the CONTRACTOR to employ, and does employ the CONTRACTOR to provide the materials and to do and cause to be done the above described work and to complete and finish the same according to the attached Plans and Specifications and the terms and conditions herein contained; and hereby contracts to pay for the same according to the attached Specifications and the schedule of unit or itemized prices hereto attached, at the time and in the manner and upon the conditions provided for in this Contract. !, III. INDEMNIFICATION. The Contractor shall defend, indemnify, and hold harmless the City, its officers, elected officials, employees and agents from and against any and all claims, causes of action, damages, losses, and expenses of any kind or nature whatsoever, including but not limited to, attorney's fees and court costs, arising out of, relating to, or resulting from the Contractor's performance or non - performance of the services, duties and obligations required of it under this Agreement. IV. The CONTRACTOR for himself, and for his /her heirs, executors, administrators, successors, and assigns does hereby agree to the full performance of all the covenants herein upon the part of the CONTRACTOR. V. It is further provided that no liability shall attach to the OWNER by reason of entering into this Contract, except as expressly provided herein. G:\PROJECTS\2014 \14055 \14055 Spec.docx 4 -2 IN WITNESS WHEREOF the parties hereto have caused this Agreement to be executed the day and year first herein above written. C�11FAMIM Title: City Manager (SEAL) ATTEST: NI e: Sonya Claar Tee i � ►_ �tS CONTRACTOR: ' By: (SEAL) 'l i 1 Name: � HL-L- L- I / ` / MLw0PqT!"r" ATTEST: (Please PMt or Type), Addres 1FO 3os0112— ?" L.O. W Ifs q q13 z_L Phone: 50 cf Z� b01 Fax: 670 at ` 542 Email Address: g� `�1��0�►GO�tTr�LC�� Federal Tax I. D. Number: 1 G: \PROJECTS\2014 \14055\14055 Spec.docx 4 -3 CITY CONTRACT No: RESOLUTION NM Name: _�,� b ENS d AI (Please Print or Type) C CITY OF YAKIMA CERTIFICATIONS WEST YAKIMA IRRIGATION SYSTEM PHASE 2 IMPROVEMENTS ' CITY OF YAKIMA PROJECT NO. IR2323 HLA PROJECT NO. 14055 Provide the following: FA- s Vn A-pe-T Name of Traffic Control Manager (TCM) (Must be an employee of the Contractor) I Name of Certified Traffic Control Supervisor (TCS) (Provide copy of certificate) Name of Mandatory Alternate Certified Traffic Control Supervisor (TCI')') (Provide copy of certificate) I Fps 1- Name of Certified Testing Laboratory for material testing r 1 G \PROJECTS\2014 \14055 \14055 Spec.docx 4 -4 t Bond No. 21114558 ' CONTRACT BOND CITY OF YAKIMA ' WEST YAKIMA IRRIGATION SYSTEM PHASE 2 IMPROVEMENTS CITY OF YAKIMA PROJECT NO. IR2323 HLA PROJECT NO. 14055 ' BOND TO CITY OF YAKIMA ' KNOW ALL PERSONS BY THESE PRESENTS: That we, the undersigned, Pipe of Washington, Inc. dba P.O.W. Contracting as principal, and Guarantee Company of North America a corporation organized and existing under the laws of the State of Michi an as a Surety corporation, and qualified under the laws of the State of Washington to become Surety upon bonds of ' contractors with municipal corporations, as Surety, are jointly and severally held and firmly bound to the City of Yakima penal sum of $ 978,409.32 for the payment of which :sum on demand we.bind ourselves and our successors, heirs, administrators, or personal representatives, as the case may be. ' This obligation is entered into in, pursuance of the statutes of the State of Washington and the Ordinances of the City of Yakima. Dated at Spokane Valley Washington, this 21st day of October _'2014. ' Nevertheless, the conditions of the above obligation are such that: WHEREAS, under and pursuant to action of the City of Yakima, on 2014, the ' City Manager of said City of Yakima, has let or is about to let -to the said Pipe of Washington. Inc. dba P.O.W. Contracting , the above bounden Principal, a certain Contract, the said Con- tract being numbered City of Yakima Project No. IR2323, HLA Project No. 14055, and providing for the ' construction of WEST YAKIMA IRRIGATION SYSTEM PHASE 2 IMPROVEMENTS which Contract is referred to herein and is made a part hereof as though attached hereto, and WHEREAS, the said Principal has accepted, or is about to accept, the said Contract, and undertake to perform ' the work therein provided for in the manner and within the time set forth; NOW, THEREFORE, if the said Pipe of Washington, Inc. dba P.O.W. Contracting shall faithfully perform all the provisions of said Contract in the manner and within the time therein set forth, or within ' such extensions of time as may be granted under said Contract, and shall pay all laborers, mechanics, sub- contractors and material men and all industrial insurance premiums, and all persons who shall supply said principal or subcontractors with provisions and supplies for the carrying on of said work, and shall indemnify and hold the City of Yakima harmless from any damage or expense by reason of failure of performance as specified in. said Contract or from defects appearing or developing in the material or workmanship provided or performed under said Contract within a period of two (2) years after its acceptance thereof by the City of Yakima, then and in that event this obligation shall be void; but otherwise it shall be and remain in full force and Ieffect. ' GAPROJEGM201414055 \14055 Spec.docx 4 -5 CITY OF YAKIMA WEST YAKIMA IRRIGATION SYSTEM PHASE 2 IMPROVEMENTS CITY OF YAKIMA PROJECT NO. IR2323 HLA PROJECT NO. 14055 Guarantee Company of North America SURETY: One Towne Square, Ste 1470; Southfield, MI 48076 By: 5L,,, W jsso ) Name: Shawn M. Wilson, Attorney In Fact (Please Print or Type) Agent: Shelly Donovan Address: 7903 E. Broadway Ave. Spokane Valley, WA 99212 (SEAL) ATTES • f I Tekz s d, Administrative Assistant N A11"Im u �• • (Please Print or Type) Pipe of Washington, Inc. dba P.O.W. Contracting ' CONTRACTO 0. Bo 77�, o, WA 99302-4772 By: ( �e Name: S��I (�"� lln-S tfl� l l n ' (Pldas6 Print or Type) r ' Approv as t J Form: ' City 7f, y 1 GAPR0JECTS12014 \14055 \14055 Spec.docx 4 -6 ' ME THE GUARANTEE COMPANY OF NORTH AMERICA USA GUARANTEE Southfield, Michigan POWER OF ATTORNEY ' KNOW ALL BY THESE PRESENTS: That THE GUARANTEE COMPANY OF NORTH AMERICA USA, a corporation organized and existing under the laws of the State of Michigan, having its principal office in Southfield, Michigan, does hereby constitute and appoint James E. Majeskey II, Walter W. Wolf, Judith A. Rapp, Shawn M. Wilson, Judith C. Kaiser = Smith, Nicholas W., Paget, Shelly Donovan t PayneWest Insurance, Inc. its true and lawful attorney's) -in -fact to execute, seal and deliver for and on its behalf as surety, any and all bonds and undertakings, contracts of ' indemnity and other writings obligatory in the nature thereof, which are or may be allowed, required or permitted by law, statute, rule, regulation, contract or otherwise. The execution of such instrument(s) in pursuance of these presents, shall be as binding upon THE GUARANTEE COMPANY OF NORTH AMERICA USA as fully and amply, to all intents and purposes, as if the same had been duly executed and acknowledged by its regularly elected officers at the ' principal office. The Power of Attorney is executed and may be certified so, and may be revoked, pursuant to and by authority of Article IX, Section 9.03 of the By -Laws adopted by the Board of Directors of THE GUARANTEE COMPANY OF NORTH AMERICA USA at a meeting held on the 31s' day of December, 2003. The President, or any Vice President, acting with any Secretary or Assistant Secretary, shall have power and authority: ' 1. To appoint Attorney(s) -in -fact, and to authorize them to execute on behalf of the Company, and attach the Seal of the Company thereto, bonds and undertakings, contracts of indemnity and other writings obligatory in the nature thereof; and 2. To revoke, at any time, any such Attomey -in -fact and revoke the authority given, except as provided below 3. In connection with obligations in favor of the Florida Department of Transportation only, it is agreed that the power and authority hereby given to the Attorney -in -Fact includes any and all consents for the release of retained percentages and /or final estimates on engineering and ' construction contracts required by the State of Florida Department of Transportation. It is fully understood that consenting to the State of Florida Department of Transportation making payment of the final estimate to the Contractor and /or its assignee, shall not relieve this surety company of any of its obligations under its bond. 4. In connection with obligations in favor of the Kentucky Department of Highways only, it is agreed that the power and authority hereby given to the Attorney -in -Fact cannot be modified or revoked unless prior written personal notice of such intent has been given to the Commissioner — ' Department of Highways of the Commonwealth of Kentucky at least thirty (30) days prior to the modification or revocation. Further, this Power of Attorney is signed and sealed by facsimile pursuant to resolution of the Board of Directors of the Company adopted at a meeting duly called and held on the 6th day of December 2011, of which the following is a true excerpt. ' RESOLVED that the signature of any authorized officer and the seal of the Company may be affixed by facsimile to any Power of Attorney or certification thereof authorizing the execution and delivery of any bond, undertaking, contracts of indemnity and other writings obligatory in the nature thereof, and such signature and seal when so used shall have the same force and effect as though manually affixed. sv�TEr IN WITNESS WHEREOF, THE GUARANTEE COMPANY OF NORTH AMERICA LISA has caused this instrument to be signed and its corporate seal to be affixed by its authorized officer, this 23rd day of February, 2012. THE GUARANTEE COMPANY OF NORTH AMERICA USA ' STATE OF MICHIGAN Stephen C. Ruschak, Vice President Randall Musselman, Secretary County of Oakland ' On this 23rd day of February, 2012 before me came the individuals who executed the preceding instrument, to me personally known, and being by me duly sworn, said that each is the herein described and authorized officer of The Guarantee Company of North America USA; that the seal affixed to said instrument is the Corporate Seal of said Company; that the Corporate Seal and each signature were duly affixed by order of the Board of Directors of Cynthia A. Takai IN WITNESS WHEREOF, I have hereunto set my hand at The Guarantee ti„et ; Notary Public, State of Michigan Company of North America USA offices the day and year above written. ga �" ° _ County of Oakland My Commission Expires February 27, 2018 L �L Acting in Oakland County I, Randall Musselman, Secretary of THE GUARANTEE COMPANY OF NORTH AMERICA USA, do hereby certify that the above and foregoing is a true ' and correct copy of a Power of Attorney executed by THE GUARANTEE COMPANY OF NORTH AMERICA USA, which is still in full force and effect. awt IN WITNESS WHEREOF, I have thereunto set my hand and attached the seal of said Company this 21 s tiay 00e tober, 2014 . Randall Musselman, Secretary I Agents and agencies that represent this company (Appointments) .View agents . View agencies back to tw Company complaint history View complaints' Disciplinary orders 2008-2014 http://www.insurance.wa.gov/consumertoolkitICompany/CompanyProfile.aspx?WAOIC=229139 1/2 General I Contact Licensing Appointments ts I Complaints I Orders I National Info I Ratings Back to Search General information Contact information Name: GUARANTEE COMPANY OF NORTH AMERICA Registered address Mailing address USA THE ONE TOWNE SQUARE STE ONE TOWNE SQUARE STE Corporate family group: n/a W.hlalt is r h, is 1470 1470 Organization type: PROPERTY . . SOUTHFIELD, MI 48076 SOUTHFIELD, MI 48076 WAOIC: 229139 Telephone Telephone NAIC: 36650 248-281-0281 248-281-0281 Status: ACTIVE Admitted date: 06/22/2004 Ownership type: STOCK bacl� to to, - .1-1. -... -2 p Types of coverage authorized to sell Insurance types :Casualty .Marine Ocean Marine Property :Surety :Vehicle bad to top I Agents and agencies that represent this company (Appointments) .View agents . View agencies back to tw Company complaint history View complaints' Disciplinary orders 2008-2014 http://www.insurance.wa.gov/consumertoolkitICompany/CompanyProfile.aspx?WAOIC=229139 1/2 10117/2014 www. insurance. wa. gov / consumertoolkit / Company /CompanyProfile.aspx ?WAOIC= 229139 Wo disciplinary orders are found The orders posted here are unverified electronic duplicates of the official orders actually entered. To be certain you have the official version of the order as entered, request a hard copy from Renee Moines at 360 - 725 -7047 or ' email legal @oic.wa.gov. Looking for other orders? Our online orders _search allows you to search a ten year history of all orders, including enforcement orders, administrative orders, and general orders. ^ back. to rap ' National information on insurance companies Want more information about this company? The NAIC's Consumer Information CIS a e allows you to retrieve national financial and'complaint information on insurance companies, plus has information and tips to help you understand current insurance issues. ^. uack_to_ top , Rating; by financial organizations , The followin a organizations rate insurance companies on their financial strength and stability. Some of these companies charge for their services. A.M. Best ' Weiss Grout) Ratings ......................... ....... Standard and Poor's Co.rp.. �Moody`s Investors Service Fitch ,I,BCA,....Duff and Phelps Ratings ............................' back to top Ll 1 http: / /www.insurar ce.wa. gov /consumertoolkit / Company /CompanyProfile.aspx ?WAOIC= 229139 2/2 1011712014 Surety Bonds - Certified Companies BUSINESS ADDRESS: 301 E Fourth Street, Cincinnati. OH 45202. PHONE: (513) 369 -5000. UNDERWRITING LIMITATION b/: $4,613,000. SURETY LICENSES c;fl: AL, AK, AZ, AR, CA, CO, CT, DE, DC. FL, GA, HI, ID, IL. IN, IA, KS, KY, LA, ME, MD, MA, MI, MN, MS, MO, MT, NE, NV, NH, NJ, NM, NY, NC, ND, OH, OK, OR, PA, RI, SC, SD, TN, TX, UT, VT, VA; WA, WV, WI, WY. INCORPORATED IN: New York. Great Northern Insurance Company (NAIC #20303) BUSINESS ADDRESS: 15 Mountain View Road, Warren, NJ 07059. PHONE: (908) 903 -2000. UNDERWRITING LIMITATION b/: $47,884,000. SURETY LICENSES c,f /: AL, AK, AZ, AR, CA, CO, CT, DE, DC, FL, GA, HI, ID, IL, IN, IA, KS, KY, LA, ME, MD, MA, MI, MN, MS, MO, MT, NE, NV, NH, NJ, NM, NY, NC, ' ND, OH, OK, OR, PA, RI. SC, SD, TN, TX, UT, VT, VA, WA, WV, WI, WY. INCORPORATED IN: Indiana. Greenwich Insurance Company (NAIC #22322) BUSINESS ADDRESS: SEAVIEW HOUSE, 70 SEAVIEW AVENUE, STAMFORD, CT 06902. PHONE: (203) ' 964 -5200. UNDERWRITING LIMITATION b/: $41,656,000. SURETY LICENSES c;f /: AL, AK, AZ, AR, CA, CO, CT, DE, DC, FL, GA, GU, HI, ID, IL, IN, IA, KS; KY, LA, ME, MD, MA, MI, MN, MS, MO, MT, NE, NV, NH, NJ, NM, NY, NC, ND, OH, OK, OR, PA, PR, RI. SC, SD, TN, TX, UT. VT, VA. WA, WV, WI, WYJNCORPORATED IN: Delawar ' Guarantee Company of North America USA (The) (NAIC #36650) BUSINESS ADDRESS: One Towne Square, Suite 1470, Southfield, MI 48076 - 3725. PHONE: (248) 281 -0281 x -6012. UNDERWRITING LIMITATION b/: $15,575,000. SURETY LICENSES c,f /: AL, AK, AZ, AR, CA, CO, CT, DE; DC, FL, GA, HI, ID, IL, IN, IA, KS, KY, LA, ME, MD, MA, MI, MN, MS, MO, MT, NE; NV, NH; NJ, NM, ' NY, NC, ND, OH, OK, OR, PA; PR, RI, SC, SD, TN, TX; UT, VT, VA, VI, WA; WV, WI, WY. INCORPORATED IN: Michigan. Back To Top H Hanover Insurance Company (The) (NAIC #22292) ' BUSINESS ADDRESS: 440 LINCOLN STREET, WORCESTER, MA 01653 - 0002. PHONE: (508) 853 -7200. UNDERWRITING LIMITATION b/: $109.003,000. SURETY LICENSES c,f /: AL, AK, AZ, AR; CA, CO, CT, DE, DC, FL, GA, HI, ID, IL. IN, IA, KS, KY, LA, ME, MD, MA, MI, MN, MS, MO, MT, NE, NV, NH, NJ, NM, NY, NC, ND, OH, OK, OR, PA, RI, SC, SD, TN, TX, UT, VT, VA, WA, WV, WI, WY. INCORPORATED IN: New ' Hampshire. HARCO NATIONAL INSURANCE COMPANY (NAIC #26433) BUSINESS ADDRESS: 702 OBERLIN ROAD, RALEIGH, NC 27605 - 0800. PHONE: (919) 833 -1600. CT, DE, ' UNDERWRITING LIMITATION bl: $16,916,000. SURETY LICENSES c,f /: AL, AK. AZ, AR, CA, CO, DC, FL, GA, ID, IL, IN, IA, KS, KY, LA, ME, MD, MA, MI, MN, MS, MO. MP, MT, NE, NV, NH, NJ, NM, NY, NC, ND, OH, OK, OR, PA, RI, SC, SD; TN, TX, UT, VT, VA, WA, WV, WI, WY. INCORPORATED IN: Illinois. Harleysville Worcester Insurance Company (NAIC #26182) ' BUSINESS ADDRESS: 355 Maple Avenue, Harleysville, PA 19438 - 2297. PHONE: (215) 256 -5000. UNDERWRITING LIMITATION b/: $23,556,000. SURETY LICENSES c,f /: AL, AR. CT, DE, DC, GA, IL, IN, IA, KS, KY. ME, MD, MA, MI, MN, MS, MO, NE, NH, NJ, NY, NC, ND, OH, PA, RI, SC, SD, TN, VT, VA, WV, WI. INCORPORATED IN: Pennsylvania. Hartford Accident and Indemnity Company (NAIC #22357) BUSINESS ADDRESS: One Hartford Plaza, Hartford, CT 06155 - 0001. PHONE: (860) 547 -5000. UNDERWRITING LIMITATION b/: $236;572,000. SURETY LICENSES c,fl: AL. AK, AZ, AR, CA, CO, CT, DE, DC, FL, GA, HI, ID, IL, IN, IA, KS, KY, LA, ME, MD, MA, MI, MN, MS, MO, MT, NE; NV, NH; NJ, NM, NY, NC, ND, OH, OK, OR, PA, PR, RI, SC. SD, TN, TX. UT, VT. VA, WA, WV, WI, WY. INCORPORATED IN: Connecticut. Hartford Casualty Insurance Company (NAIC #29424) BUSINESS ADDRESS: One Hartford Plaza; Hartford, CT 06155 - 0001. PHONE: (860) 547 -5000. UNDERWRITING LIMITATION b/: $90,579,000. SURETY LICENSES c,f /: AL, AK, AZ, AR, CA, CO, CT, DE, DC, FL, GA, HI; ID, IL. 1N, IA, KS, KY, LA, ME. MD, MA, MI, MN, MS, MO, MT, NE, NV, NH, NJ, NM, NY, NC, ' ND, OH, OK, OR, PA. RI, SC, SD, TN; TX, UT, VT, VA; WA, WV, WI, WY. INCORPORATED IN: Indiana. Hartford Fire Insurance Company (NAIC #19682) BUSINESS ADDRESS: One Hartford Plaza, Hartford, CT 06155 - 0001. PHONE: (860) 547 -5000. UNDERWRITING LIMITATION b/: $1,408,141.000. SURETY LICENSES c,f /: AL, AK, AZ, AR, CA, CO, CT, DE, DC, FL, GA, GU, HI, ID, IL; IN, IA, KS, KY, LA, ME, MD, MA; MI, MN, MS, MO, MT, NE, NV, NH, NJ, NM, ' NY, NC, ND, OH, OK, OR, PA, PR, RI, SC, SD, TN, TX, UT, VT, VA, WA, WV, WI, WY. INCORPORATED IN: Connecticut. Hartford insurance Company of Illinois (NAIC #38288) BUSINESS ADDRESS: One Hartford Plaza, Hartford, CT 06155 - 0001. PHONE: (860) 547 -5000. UNDERWRITING LIMITATION b/: $130,914,000. SURETY LICENSES c,f /: CT, HI, IL, MI, NY, PA. INCORPORATED IN: Illinois. Hartford Insurance Company of the Midwest (NAIC #37478) BUSINESS ADDRESS: One Hartford Plaza, Hartford, CT 06155 - 0001. PHONE: (860) 547 -5000. UNDERWRITING LIMITATION b/: $43,210,000. SURETY LICENSES c,f /: AL, AK, AZ, AR, CA, CO, CT, DE, DC, FL, GA, HI, ID, IL, IN, IA, KS, KY; LA, ME, MD, MA, MI, MN, MS, MO, MT; NE, NV, NH, NJ, NM, NY, NC, ND, OH, OK, OR, PA, RI. SC, SD, TN, TX, UT, VT, VA, WA, WV, WI, WY. INCORPORATED IN: Indiana. http: / /www.fiseaI.treasury. gov /fsreports /ref /suretyB nd /c570_a -z.htm 10/23 PIPEOFW -02 CPESSUTTI CERTIFICATE OF LIABILITY INSURANCE V V V GRM V GJ V GI � 1 11 I vr� . � •. v.... -�... THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD DATE 10/22/2014 Y) 10122/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. 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). PRODUCER Spokane Valley Office PayneWest Insurance, Inc. 7903 E. Broadway Spokane, WA 99212 NAME: Jim Majeskey AI� No Exi : (509) 455 -6767 A/C No): EMAIL ADDRESS: jmajeskey @paynewest.com _ INSURER(S) AFFORDING COVERAGE NAIC n INSURER A:Transportation Insurance Co. 20494 INSURED Pipe of Washington, Inc. dba POW Contracting P. O. Box 4772 Pasco, WA 99302 -4772 INSURER B: COMMERCIAL GENERAL LIABILITY INSURER C: INSURER D: INSURER E: _ INSURER F: V V V GRM V GJ V GI � 1 11 I vr� . � •. v.... -�... THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD THIS IS TO CERTIFY 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. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR TYPE OF INSURANCE AD L SUBR POLICY NUMBER POLICY EFF MMIDD/YYYY POLICY EXP MM/DD/YYYY LIMITS Yakima, WA 98902 COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE _DAMAGE70TRENTED $ CLAIMS -MADE F OCCUR PREMISES Ea Occurrence $ MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GEN'LAGGREGATE LIMIT APPLIES PER, GENERAL AGGREGATE $ PRODUCTS - COMP /OP AGG $ POLICY F PRO LOC JECT OTHER COMBINED SINGLE LIMIT $ AUTOMOBILE LIABILITY Ea accident BODILY INJURY (Per person) $ ANY AUTO BODILY INJURY (Per accident) $ ALL OWNED SCHEDULED AUTOS AUTOS NON -OWNED PROPERTY DAMAGE Per accident $ HIRED AUTOS AUTOS $ UMBRELLA LIAB EACH OCCURRENCE $ AGGREGATE $ EXCESS LIAB HOCCUR CLAIMS -MADE DIED I I RETENTION $ H _ $ WORKERS COMPENSATION ST AT UTE ER E.L. EACH ACCIDENT $ AND EMPLOYERS' LIABILITY YIN ANY PROPRIETOR/PARTNER/EXECUTIVE E.L. DISEASE - EA EMPLOYEE $ OFFICERIMEMBER EXCLUDED? ❑ (Mandatory in NH) NIA E L. DISEASE - POLICY LIMIT $ If yes, describe under DESCRIPTION OF OPERATIONS below A Owners & Contractors 5091288267 10/22/2014 10/22/2015 General Aggregate 3,000,00 A Protective 5091288267 10122/2014 10/2212015 Occurrence 3,000,00 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) Transportation Insurance Company: #20494, AXV RE: West Yakima Irrigation System Phase 2 Improvements, City of Yakima Project No.: IR2323 Named Insured: City of Yakima I I I 1 ACORD 25 (2014/01) V -1000 -LV 119 MVVRV y . The ACORD name and logo are registered marks of ACORD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN City of Yakima ty ACCORDANCE WITH THE POLICY PROVISIONS. Water & Irrigation Division 2301 Fruitvale Boulevard AUTHORIZED REPRESENTATIVE Yakima, WA 98902 �4��2.G�G1:11 I I I 1 ACORD 25 (2014/01) V -1000 -LV 119 MVVRV y . The ACORD name and logo are registered marks of ACORD I CNA IMPORTANT INFORMATION ' NOTICE - OFFER OF TERRORISM COVERAGE NOTICE - DISCLOSURE OF PREMIUM ' THIS NOTICE DOES NOT FORM A PART OF YOUR POLICY, GRANT ANY COVERAGE OR CHANGE THE TERMS AND CONDITIONS OF ANY COVERAGE UNDER THE POLICY You are hereby notified that under the Terrorism Risk Insurance Act, as extended and ' reauthorized ( "Act "), you have a right to purchase insurance coverage of losses arising out of acts of terrorism, as defined in Section 102(1) of the Act, subject to all applicable policy provisions. The Terrorism Risk Insurance Act established a Federal program within the ' Department of the Treasury, under which the federal government shares, with the insurance industry, the risk of loss from future terrorist attacks. This Notice is designed to alert you to coverage restrictions and to certain terrorism provisions in the policy. If there is any conflict between this Notice and the policy (including its I endorsements), the provisions of the policy (including its endorsements) apply. CHANGE IN THE DEFINITION OF A CERTIFIED ACT OF TERRORISM The Act applies when the Secretary of the Treasury certifies that an event meets the definition ' of an act of terrorism. Originally the Act provides that to be certified an act of terrorism must cause losses of at least five million dollars and must have been committed by an individual or individuals acting on behalf of any foreign person or foreign interest to coerce the government or population of the United States. However, the 2007 reauthorization of the Act no longer ' requires the act of terrorism to be committed by or on behalf of a foreign interest and certified acts of terrorism now encompass, for example, a terrorist act committed against the United States government by a United States citizen when the act is determined by the federal government to be "a certified act of terrorism." ' In accordance with the Act, we are required to offer you coverage for losses resulting from an act of terrorism that is certified under the federal program. The policy's other provisions, ' o including nuclear, war or military action exclusions, will still apply to such an act. The premium charge for terrorism coverage is shown separately on your Policy Declarations, and is also N included in the total premium. DISCLOSURE OF FEDERAL PARTICIPATION IN PAYMENT OF TERRORISM LOSSES 1 N The United States Government, Department of the Treasury, will pay a share of terrorism N losses insured under the federal program. The federal share equals 85% of that portion of the amount of such insured losses that exceeds the applicable insurer retention. ' LIMITATION ON PAYMENT OF TERRORISM LOSSES (applies to policies which cover terrorism losses insured under the federal program, including those which only cover fire = losses) = If aggregate insured losses attributable to terrorist acts certified under the Act exceed $100 billion in a Program Year (January 1 through December 31), the Treasury shall not make any payment for any portion of the amount of such losses that exceeds $100 billion. Further, this coverage is subject to a limit on our liability, pursuant to the federal law where, if aggregate insured losses attributable to terrorist acts certified under the Act exceed $100 = billion in a Program Year (January 1 through December 31) and we have met our insurer deductible under the Act, we shall not be liable for the payment of any portion of the amount of such losses that exceeds $100 billion, and in such case insured losses up to that amount ' = are subject to pro rata allocation in accordance with procedures established by the Secretary of the Treasury. ' G- 144233 -F Page 1 of 1 (Ed. 01/08) CNA I National Utility Contractors Association Owners And Contractors Protective New Business Declaration �S�. .s, ..,G52a:,..:.. 2�. ._`. .... .. �.,�,.°u.^x�.u...li.._a ` w=.. �. [. »twd=...",.,...— w...f.,✓,�d:u "�si3atzs::.51.eN4".�.' v.. Lwi.°: �u;' .ti.:'"°:.�:....`.�"'iw...awus. °,dww�'..,,. .Pow, ' b, a hai..iG.:iC"�....,..J....y...a. .�+..'1L. "w.�^:'$lat POLICY NUMBER COVERAGE PROVIDED BY FROM - POLICY PERIOD - TO C 5091288267 TRANSPORTATION INSURANCE COMPANY 10/22/2014 10/22/2015 333 S. WABASH CHICAGO, IL. 60604 INSURED NAME AND ADDRESS CITY OF YAKIMA 129 N 2ND ST YAKIMA, WA 98901 AGENCY NUMBER AGENCY NAME AND ADDRESS 012491 PAYNEWEST INSURANCE, INC. 7903 E BROADWAY SPOKANE VALLEY, WA 99212 Phone Number: (509)535 -9178 BRANCH NUMBER BRANCH NAME AND ADDRESS 050 SEATTLE BRANCH 999 THIRD AVENUE, STE 2500 SEATTLE, WA 98104 Phone Number: (206)587 -2600 t fi =t *"'. �_''gs^•"".'"",�,.,,T �q.� �, ".., r.,.: _,5.,,..�..;Ae'�,;,�`^^:��s.a�S �+ Y` a°'` i,:: s' �°'°,.- �. Y;» y, xn ,BR,.",..?�e�".Y�,sg•u.- .w�, -,. ;+,t,...erc.....,�, ��.;'l.�j,... ;:�?."v :,.. ....,: -�i'n :a. w:..:.,M�.:.....,.:Ew.. ..:..._a..x�,.:.��..,- .x.�.R .,. d.�ckxm.�., xr'•'• . a. ,3:;:'.a.r�. �.: As:.,�':�. _.. �:.: ��. H..,::.' �, a`. �� 'is.:.:s�a�w:.�.,�.��:,:.:��.. �'.......s.� ._ .. _ . ....� . ..,�.. �.V:..��:ic:�...... _._. _ s..,:i� This policy becomes effective and expires at 12:01 A.M. standard time at your mailing address on the dates shown above. The Named'.,Insured is a Municipality. Your policy is composed of this Declarations, with the attached Common Policy Conditions, Coverage Forms, and Endorsements, if any. The Policy Forms and Endorsement Schedule shows all forms applicable to this policy at the time of policy issuance. The Estimated Policy Premium Is $5,000.00 Your Premium includes the following amount for Certified. Acts of Terrorism Coverage $50.00 Audit Period is Not Auditable Designate -d Contractor: PIPE OF WASHINGTON, INC. Mailing P..ddress: PO BOX 4772 PASCO, WA 99302 -4772 INSURED 7 1 1 Page 1 of 3 POLICY NUMBER INSURED NAME AND ADDRESS C 5091288267 CITY OF YAKIMA 129 N 2ND ST YAKIMA, WA 98901 m. Location of Covered Operations: SUMMITVIEW AVE FROM 18TH TO 38TH AVE YAKIMA, WA Description of Covered Operations:. The project is the irrigation system improvements including horizontal directional drilling , trenching, and installing new connections. The work includes installation of new mainline valves, service pipes and the connection to the existing .mainline. In return for the payment of the premium, and subject to all the terms and conditions contained here-in, we agree to provide the insurance as stated, LIMITS OF INSURANCE DESCRIPTION LIMIT Each Occurrence $3,000,000 Aggregate Limit $3,000,000 SCHEDULE OF LOCATIONS AND COVERAGES PREMIUM ESTIMATED COVERAGE/HAZARD DESCRIPTION EXPOSURE BASIS RATE PREMIUM Location 1 SUMMITVIEW AVE FROM 18TH TO 38TH AVE YAKIMA, WA Class Code 16291 Construction Operations - contractor (not railroads) - excluding operations on board ships Owners and Contractors Protective FLAT CHARGE $4,950 LOCATION SUB-TOTAL $4,950 I I I I INSURED I Page 2 of 3 't; ` x� �'.. ,'..r'..p.,««w�';.^:: x.F. ;Y�� 4 m.;••sm,:: ^'^°^,"x*'^°. �,7°?'+a*. s. , x� -ri".v F.:z3"�"2�t ".: m^r;g��w., ?"`; :'"'ir ya±°t!°. nJ, x,.h� _w- ,�+- ..._,�, ,� „f�'dt:.ag's, }:l: ^%.,;�,. <:s �_� �jw; .�o-� ^K. ,..�'. :; A'r z:".°'' -3" ;e?"''. °r a �a •. f ". .a,' g:?*'`,x..;� •;a`;^ .�a a .h 'tit:4`'' 'rrm, '� ...f! °W ,k,.�'.5.. •,• Y.".�, -�•'. ,'� .�..+'.,M�� a�5';. .;?�, .a:.,se.a....`L,,v�.....r.,'.,� .a,..t..:...�...ar._. � - s.:` +:'��:�...»..x...':h�;�:�3^r... der. �. zr.. �: S.: tk;' .aa:.,e:.�:;,:.'�.�.;.,.d:..... .�,......, -�i- •;�, POLICY NUMBER INSURED NAME AND ADDRESS C 5091288267 CITY OF YAKIMA 129 N 2ND ST YAKIMA, WA 98901 g�,:\EE,,�. °"�: x;9 ,� ., m..`�,W- T '€'Y.'3• °, n-9 C`"'n'� '.v„'�."?f F^'pr k`s8 V°�...y......t'�'x'��+��°"`R Y:`''�,' .�".".� ";?�� 3. ....« _.q�.. �.�..e.... �-r« -p`h �"r�..'�,r sip ..rs•Y F e�5 r*}� -u a .,•..:G ., • k.'ai�' 4",- ', ';:€ ` °'.'.: st a . g'„�Y, ;ar4 3 ty .;�< Vim, ° , _ yt�. „4,y;;.• ✓_ a' s- ,f ^ .a.? ^, 'y; "» �'.i:`�t'' .«ss'a&� _: s.: �'.,.; ai.i,.:.:;.r. ?.,w.e_.:".:,..�t� '.aw. "3...... ...�,1'.•�.'`.: :..iaa..g�i,�.:. .. ° �z. �..:. ai. �' s`. �'`.'�;,fi;_'�:C:�.;,u"k'.�...:. a.'::'a� ., a« s. ...,�.as.�:...:.�:_..,sd%.�.'., :...: .�.e- •s.w��.:;a�SEnt.�.;� * ** PLEASE READ THE ENCLOSED IMPORTANT NOTICES CONCERNING YOUR POLICY * ** Form Number Form Title G144233F 01/2008 Notice - Offer of Terrorism Disclosure of Premium V44�04 r. k;r�- Chairman of the Board Countersignature P 4_4+_ Secretary r__ LI P- 55176 -A (Ed. 01/86) INSURED Page 3 of 3 1 FORMS AND ENDORSEMENTS SCHEDULE Form Number Form Title CG0009 04/2013 OCP -Cov for Operations of Designated Contractors CG2170 01/2008 Cap on Losses for Certified Acts of Terrorism CG2853 08/2010 Washington Changes CG2898 11/1989 Washington Changes CG2951 01/1996 Employment- Related Practices Exclusion CG2954 12/2007 WA Changes - Employment- Related Practices Exclusion CG3131 12/2004 Fungi Or Bacteria Exclusion CG3370 03/2005 Silica or Silica - Related Dust Exclusion (OCP) G142654A 07/2002 Exclusion- Engineers, Architects Or Surveyors Prof G43316C 06/1998 Exclusion - Asbestos IL0003 09/2007 Calculation of Premium IL0198 09/2000 Nuclear Energy Liability Excl Endt. (Broad Form) * ** PLEASE READ THE ENCLOSED IMPORTANT NOTICES CONCERNING YOUR POLICY * ** Form Number Form Title G144233F 01/2008 Notice - Offer of Terrorism Disclosure of Premium V44�04 r. k;r�- Chairman of the Board Countersignature P 4_4+_ Secretary r__ LI P- 55176 -A (Ed. 01/86) INSURED Page 3 of 3 1 n COMMERCIAL GENERAL LIABILITY CG 00 09 0413 OWNERS AND CONTRACTORS PROTECTIVE LIABILITY COVERAGE FORM - COVERAGE FOR OPERATIONS OF DESIGNATED CONTRACTOR Various provisions of this policy restrict coverage. Read the entire policy carefully to determine rights, duties and what is and is not covered. Throughout this policy the words "you" and "your" refer to the Named Insured shown in the Declarations. The words "we," "us" and "our' refer to the company providing this insurance. The word "insured" means any person or organization qualifying as such under Section II — Who Is An Insured. Other words and phrases that appear in quotation marks have special meaning. Refer to Section V — Definitions. SECTION I — COVERAGES BODILY INJURY AND PROPERTY DAMAGE LIABILITY 1. Insuring Agreement a. We will pay those sums that the insured becomes legally obligated to pay as damages because of "bodily injury" or "property damage" to which this insurance applies. We will have the right and duty to defend the insured against any "suit" seeking those damages. However, we will have no duty to defend the insured against any "suit" seeking damages for "bodily injury" or "property damage" to which this insurance does not apply. We may, at our discretion, investigate any "occurrence" and settle any claim or "suit" that may result. But: (1) The amount we will pay for damages is limited as described in Section III — Limits Of Insurance; and (2) Our right and duty to defend ends when we have used up the applicable limit of insurance in the payment of judgments or settlements. No other obligation or liability to pay sums or perform acts or services is covered unless explicitly provided for under Supplementary Payments. CG 00 09 0413 b. This insurance applies to "bodily injury" and "property damage" only if: (1) The "bodily injury" or "property damage" is caused by an "occurrence" and arises out of: (a) Operations performed for you by the "contractor" at the location specified in the Declarations; or (b) Your acts or omissions in connection with the general supervision of such operations; (2) The "bodily injury" or "property damage" occurs during the policy period; and (3) Prior to the policy period, no insured listed under Paragraph 1. of Section II — Who Is An Insured and no "employee" authorized by you to give or receive notice of an "occurrence" or claim, knew that the "bodily injury" or "property damage" had occurred, in whole or in pant. If such a listed insured or authorized "employee" knew, prior to the policy period, that the "bodily injury" or "property damage" occurred, then any continuation, change or resumption of such "bodily injury" or "property damage" during or after the policy period will be deemed to have been known prior to the policy period. c. "Bodily injury" or "property damage" which occurs during the policy period and was not, prior to the policy Period, known to have occurred by any insured listed under Paragraph 1. of Section II — Who Is An Insured or any "employee" authorized by you to give or receive notice of an "occurrence" or claim, includes any continuation, change or resumption of that "bodily injury" or "property damage" after the end of the policy period. Copyright, Insurance Services Office, Inc., 2012 Page 1 of 9 d. "Bodily injury" or "property damage" will be deemed to have been known to have occurred at the earliest time when any insured listed under Paragraph 1. of Section II — Who Is An Insured or any "employee" authorized by you to give or n;ceive notice of an "occurrence" or claim: (1) Reports all, or any part, of the "bodily injury" or "property damage" to us or any other insurer; (2) Receives a written or verbal demand or claim for damages because of the "bodily injury" or "property damage "; or (Z) Becomes aware by any other means that "bodily injury" or "property damage" has occurred or has begun to occur. e. Damages because of "bodily injury" include damages claimed by any person or organization for care, loss of services or death resulting at any time from the "bodily injury." 2. Exclusions This insurance does not apply to: a. Expected Or Intended Injury "Bodily injury" or "property damage" expected or intended from the standpoint of the insured. This exclusion does not apply to "bodily injury" resulting from the use of reasonable force to protect persons or property. b. Contractual Liability "Bodily injury" or "property damage" for which the insured is obligated to pay damages by reason of the assumption of liability in a contract or agreement. This exclusion does not apply to liability for damages: (1) That the insured would have in the absence of the contract or agreement; or (L) Assumed in a contract or agreement that is an "insured contract," provided the "bodily injury" or "property damage" occurs subsequent to the execution of the contract or agreement. Solely for the purposes of liability assumed in an "insured contract," reasonable attorneys' fees and necessary litigation expenses incurred by or for a party other than an insured are deemed to be damages because of "bodily injury" or "property damage," provided: (a) Liability to such party for, or for the cost of, that party's defense has also been assumed in the same "insured contract "; and (b) Such attorneys' fees and litigation expenses are for defense of that party against a civil or alternative dispute resolution proceeding in which damages to which this insurance applies are alleged. c. Work Completed Or Put To Intended Use "Bodily injury" or "property damage" which occurs after the earlier of the following times: (1) When all "work" on the project (other than service, maintenance or repairs) to be performed for you by the "contractor" at the site of the covered operations has been completed; or (2) When that portion of the "contractor's" "work," out of which the injury or damage arises, has been put to its intended use by any person or organization, other than another contractor or subcontractor working directly or indirectly for the "contractor' or as part of the same project. d. Acts Or Omissions By You And Your Employees "Bodily injury" or "property damage" arising out of your, or your "employees," acts or omissions other than general supervision of "work" performed for you by the "contractor." e. Workers' Compensation And Similar Laws Any obligation of the insured under a workers' compensation, disability benefits or unemployment compensation law or any similar law. f. Employer's Liability "Bodily injury" to: (1) An "employee" of the insured arising out of and in the course of: (a) Employment by the insured; or (b) Performing duties related to the conduct of the insured's business; or (2) The spouse, child, parent, brother or sister of that "employee" as a consequence of Paragraph (1) above. This exclusion applies whether the insured may be liable as an employer or in any other capacity and to any obligation to share damages with or repay someone else who must pay damages because of the injury. This exclusion does not apply to liability assumed by the insured under an "insured contract." Page 2 of 9 Copyright, Insurance Services Office, Inc., 2012 n CG 00 09 0413 1 0 "Bodily "property g. Damage To Property (ii) injury' or. damage" "Property damage to: arising out of heat, smoke or fumes (1) Property you own, rent, or occupy, including from a "hostile fire'; (b) At or from any site or location any costs or expenses incurred by you, or any premises, other person, organization or entity, for repair, which is or was at any time used by or for replacement, enhancement, restoration or any insured or others for the handling, maintenance of such property for any reason, storage, disposal, processing or treatment including prevention of injury to a person or of waste; damage to another's property; (c) Which are or were at any time transported, (2) Property loaned to you; handled, stored, treated, disposed of, or (3) Personal property in the care, custody or processed as waste by or for: control of the insured; or (i) Any insured; or (4) "Work" performed for you by'the "contractor." (ii) Any person or organization for whom ' you may be legally responsible; or h. War (d) At or from any premises, site or location "Bodily injury' or property damage, however on which any insured or any contractors or ' caused, arising, directly or indirectly, out of: subcontractors working directly or (1) War, including undeclared or civil war; indirectly on any insured's behalf are (2) Warlike action by a military force, including performing operations if the "pollutants" action in hindering or defending against an are brought on or to the premises, site or actual or expected attack, by any government, location in connection with such sovereign or other authority using military operations by such insured, contractor or personnel or other agents; or subcontractor. However, this (3) Insurrection, rebellion, revolution, usurped subparagraph does not apply to: "Bodily "property power, or action taken by governmental injury" or (i) damage" authority in hindering or defending against arising out of the escape of fuels, any of these. lubricants or other operating fluids which are needed to perform the ' L Mobile Equipment normal electrical, hydraulic or "Bodily injury" or "property damage" arising out of mechanical functions necessary for the ' the use of "mobile equipment" in, or while in practice for, or while being prepared for, any operation of "mobile equipment" or its parts, if such fuels, lubricants or other prearranged racing, speed, demolition, or stunting operating fluids escape from a vehicle activity. part designed to hold, store or receive j. Pollution them. This exception does not apply if "property mthe bodily injury" or (1) Bodily injury or property damage arising damage arises out of the intentional o out of the actual, alleged or threatened discharge, dispersal or release of the N discharge, dispersal, seepage, migration, release or escape of "pollutants ": fuels, lubricants or other operating fluids, or if such fuels, lubricants or " (a) At or from any premises, site or location other operating fluids are brought on or which is or was at any time owned or to the premises, site or location with occupied by, or rented or loaned to, any the intent that they be discharged, insured. However, this subparagraph does dispersed or released as part of the not apply to: operations being performed by such (i) "Bodily injury" if sustained within a insured, contractor or subcontractor; building and caused by smoke, fumes, vapor or soot produced by or originating from equipment that is used to heat, cool or dehumidify the t building, or equipment that is used to = heat water for personal use, by the building's occupants or their guests; ' CG 00 09 0413 Copyright, Insurance Services Office, Inc., 2012 Page 3 of 9 i i Page 4 Df 9 Copyright, Insurance Services Office, Inc., 2012 CG 00 09 0413 (ii) "Bodily injury" or "property damage" This exclusion does not apply to the loss of use sustained within a building and caused of other property arising out of sudden and by the release of gases, fumes or accidental physical injury to "work" performed for vapors from materials brought into that you by the "contractor" building in connection with operations I. Electronic Data being performed by or on behalf of any insured; or Damages arising out of the loss of, loss of use of , damage to, corruption of, inability to access, or t (iii) "Bodily injury" ry.or "property damage" inability to manipulate electronic data. arising out of heat, smoke or fumes from a "hostile fire." However, this exclusion does not apply to liability "bodily for damages because of injury." (e) At or from any premises, site or location on which any insured or any contractors or As used in this exclusion, electronic data means subcontractors working directly or information, facts or programs stored as or on, indirectly on any insured's behalf are created or used on, or transmitted to or from performing operations if the operations are computer software, including systems and , to test for, monitor, clean up, remove, applications software, hard or floppy disks, CD- contain, treat, detoxify or neutralize, or in ROMs, tapes, drives, cells, data processing any way respond to, or assess the effects devices or any other media which are used with of "pollutants." electronically controlled equipment. (2) Any loss, cost or expense arising out of any: SUPPLEMENTARY PAYMENTS (a) Request, demand, order or statutory or 1. We will pay, with respect to any claim we investigate regulatory requirement that any insured or or settle, or any "suit" against an insured we defend: others test for, monitor, clean up, remove, a. All expenses we incur. contain, treat, detoxify or neutralize, or in b. Up to $250 for cost of bail bonds required any way respond to, or assess the effects because of accidents or traffic law violations of "pollutants "; or arising out of the use of any vehicle to which this (b) Claim or suit by or on behalf of a insurance applies. We do not have to furnish governmental authority for damages these bonds. because of testing for, monitoring, c. The cost of bonds to release attachments, but t cleaning up, removing, containing, only for bond amounts within the applicable limit treating, detoxifying or neutralizing, or in of insurance. We do not have to furnish these any way responding to, or assessing the bonds. effects of "pollutants." However, this paragraph does not apply to d. All reasonable expenses incurred by the insured liability for damages because of "property at our request to assist us in the investigation or " damage" that the insured would have in the defense of the claim or suit, including actual loss of earnings up to $250 a day because of time ' absence of such request, demand, order or off from work. statutory or regulatory requirement, or such claim or "suit" by or on behalf of a e. All court costs taxed against the insured in the governmental authority. ,suit. However, these payments do not include k. Damage To Impaired Property Or Property Not attorneys' fees or attorneys' expenses taxed against the insured. Physically Injured "Property damage" to "impaired property" or f. Prejudgment interest awarded against the insured property that has not been physically injured, on that part of the judgment we pay. If we make arising out of: an offer to pay the applicable limit of insurance, we will not pay any prejudgment interest based (11) A defect, deficiency, inadequacy or on that period of time after the offer. dangerous condition in "work" performed for "contractor "; g, All interest on the full amount of any judgment you by the or that accrues after entry of the judgment and (,2) A delay or failure by you or anyone acting on before we have paid, offered to pay, or deposited your behalf to perform a contract or in court the part of the judgment that is within the agreement in accordance with its terms. applicable limit of insurance. i i Page 4 Df 9 Copyright, Insurance Services Office, Inc., 2012 CG 00 09 0413 m 1� N m N A r� 0 0 N r r= r= h. Expenses incurred by the insured for first aid administered to others at the time of an accident for "bodily injury" to which this insurance applies. These payments will not reduce the limits of insurance. 2. If we defend an insured against a "suit" and an indemnitee of the insured is also named as a party to the "suit," we will defend that indemnitee if all of the following conditions are met: a. The "suit" against the indemnitee seeks damages for which the insured has assumed the liability of the indemnitee in a contract or agreement that is an "insured contract "; b. This insurance applies to such liability assumed by the insured; c. The obligation to defend, or the cost of the defense of, that indemnitee, has also been assumed by the insured in the same "insured contract "; d. The allegations in the "suit" and the information we know about the "occurrence" are such that no conflict appears to exist between the interests of the insured and the interests of the indemnitee; e. The indemnitee and the insured ask us to conduct and control the defense of that indemnitee against such "suit" and agree that we can assign the same counsel to defend the insured and the indemnitee; and f. The indemnitee: (1) Agrees in writing to: (a) Cooperate with us in the investigation, settlement or defense of the "suit "; (b) Immediately send us copies of any demands, notices, summonses or legal papers received in connection with the "suit ", (c) Notify any other insurer whose coverage is available to the indemnitee; and (d) Cooperate with us with respect to coordinating other applicable insurance available to the indemnitee; and (2) Provides us with written authorization to: (a) Obtain records and other information related to the "suit'; and (b) Conduct and control the defense of the indemnitee in such "suit." rCG 00 09 0413 So long as the above conditions are met, attorneys' fees incurred by us in the defense of that indemnitee, necessary litigation expenses incurred by us and necessary litigation expenses incurred by the indemnitee at our request will be paid as Supplementary Payments. Notwithstanding the provisions of Paragraph 2.b.(2) of Section I - Coverages - Bodily Injury And Property Damage Liability, such payments will not be deemed to be damages for "bodily injury" and "property damage" and will not reduce the limits of insurance. Our obligation to defend an insured's indemnitee and to pay for attorneys' fees and necessary litigation expenses as Supplementary Payments ends when we have used up the applicable limit of insurance in the payment of judgments or settlements or the conditions set forth above, or the terms of the agreement described in Paragraph f. above, are no longer met. SECTION II - WHO IS AN INSURED 1. If you are designated in the Declarations as: a. An individual, you and your spouse are insureds. b. A partnership or joint venture, you are an insured. Your members, your partners, and their spouses are also insureds, but only with respect to their duties as partners or members of a joint venture. c. A limited) liability company, you are an insured. Your members are also insureds, but only with respect to their duties as members of a limited liability company. Your managers are insureds, but only with respect to their duties as your managers. d. An organization other than a partnership, joint venture or limited liability company, you are an insured. Your "executive officers" and directors are insureds, but only with respect to their duties as your officers or directors. Your stockholders are also insureds, but only with respect to their liability as stockholders. 2. Each of the following is also an insured: a. Any person (other than your "employee ") or any organization while acting as your real estate manager. Copyright, Insurance Services Office, Inc., 2012 Page 5 of 9 b. Any person or organization having proper temporary custody of your property if you die, but only: (1) With respect to liability arising out of the maintenance or use of that property; and (2) Until your legal representative has been appointed. c. Your legal representative if you die, but only with n;spect to duties as such. That representative will have all your rights and duties under this Coverage Part. No person or organization is an insured with respect to the conduct of any current or past partnership, joint venture or limited liability company that is not shown as a Named Insured in the Declarations. SECTION III — LIMITS OF INSURANCE 1. The Limits of Insurance shown in the Declarations and the rules below fix the most we will pay regardless of the number of: a. Insureds; b. Claims made or "suits" brought; or c. Persons or organizations making claims or bringing "suits." 2. The Aggregate Limit is the most we will pay for the sum of damages because of all "bodily injury" and "property damage." 3. Subject to Paragraph 2. above, the Each Occurrence Limit is the most we will pay for the sum of damages bec2 use of all "bodily injury" and "property damage" arising out of any one "occurrence." If you designate more than one project in the Declarations, the Aggregate Limit shall apply separately to each project. The Limits of Insurance of this Coverage Part apply separately to each consecutive annual period and to any remaining period of less than 12 months, starting with the beginning of the policy period shown in the Declaral:ions, unless the policy period is extended after issuance for an additional period of less than 12 months. In that case, the additional period will be deemed part of the last preceding period for purposes of determining the Limits of Insurance. SECTION IV — CONDITIONS 1. Bankruptcy Bankruptcy or insolvency of the insured or of the insured's estate will not relieve us of our obligations under this Coverage Part. 2. Cancellation a. The first Named Insured shown in the Declarations may cancel this policy by mailing or delivering to us advance written notice of cancellation. b. We may cancel this policy by mailing or delivering to the first Named Insured and the "contractor' written notice of cancellation at least: (1) 10 days before the effective date of cancellation if we cancel for nonpayment of premium; or (2) 30 days before the effective date of cancellation if we cancel for any other reason. c. We will mail or deliver our notices to the first Named Insured's and the "contractor's" last mailing address known to us. d. Notice of cancellation will state the effective date of cancellation. The policy period will end on that date. e. If this policy is cancelled, we will send the "contractor" any premium refund due. If we cancel, the refund will be pro rata. If the first Named Insured cancels, the refund may be less than pro rata. The cancellation will be effective even if we have not made or offered a refund. f. If notice is mailed, proof of mailing will be sufficient proof of notice. 3. Changes This policy contains all the agreements between you, the "contractor" and us concerning the insurance afforded. The first Named Insured shown in the Declarations and the "contractor" are authorized to make changes in the terms of this policy with our consent. This policy's terms can be amended or waived only by endorsement issued by us and made a part of this policy. 4. Duties In The Event Of Occurrence, Claim Or Suit a. You must see to it that we are notified as soon as practicable of an "occurrence" which may result in a claim. To the extent possible, notice should include: (1) How, when and where the "occurrence" took place; (2) The names and addresses of any injured persons and witnesses; and Page 6 of 9 Copyright, Insurance Services Office, Inc., 2012 F 0 n CG 00 09 0413 1 r r 1 CG 00 09 0413 1 (2) Comply with laws, regulations, codes or standards. c. Paragraphs a. and b. of this condition apply not only to us, but also to any rating, advisory, rate service or similar organization which makes insurance inspections, surreys, reports or recommendations. d. Paragraph b. of this condition does not apply to any inspections, surveys, reports or recommendations we may make relative to certification, under state or municipal statutes, ordinances or regulations, of boilers, pressure vessels or elevators. 7. Legal Action Against Us No person or organization has a right under this Coverage Part: a. To join us as a party or otherwise bring us into a "suit" asking for damages from an insured; or b. To sue us on this Coverage Part unless all of its terms have been fully complied with. A person or organization may sue us to recover on an agreed settlement or on a final judgment against an insured; but we will not be liable for damages that are not payable under the terms of this Coverage Part or that are in excess of the applicable limit of insurance. An agreed settlement means a settlement and release of liability signed by us, the insured and the claimant or the claimant's legal representative. 8. Other Insurance The insurance afforded by this Coverage Part is primary insurance and we will not seek contribution from any other insurance available to you unless the other insurance is provided by a contractor other than the designated "contractor" for the same operation and job location designated in the Declarations. Then we will share with that other insurance by the method described below. If all of the other insurance permits contribution by equal shares, we will follow this method also. Under this approach, each insurer contributes equal amounts until it has paid its applicable limit of insurance or none of the loss remains, whichever comes first. If any of the other insurance does not permit contribution by equal shares, we will contribute by limits. Under this method, each insurer's share is based on the ratio of its applicable limit of insurance to the total applicable limits of insurance of all insurers. 9. Premiums The "contractor ": a. Is responsible for the payment of all premiums; and Copyright, Insurance Services Office, Inc., 2012 Page 7 of 9 We may examine and audit your books and records (3) The nature and location of any injury or damage arising out of the "occurrence." b. If a claim is made or "suit" is brought against any insured, you must: m N (1) Immediately record the specifics of the claim N or "suit" and the date received; and o (2) Notify us as soon as practicable. 0 N You must see to it that we receive written notice of the claim or "suit" as soon as ,practicable. ' c. You and any other involved insured must: (1) Immediately send us copies of any demands, notices, summonses or legal papers received in connection with the claim or "suit "; (2) Authorize us to obtain records and other information; (3) Cooperate with us in the investigation or —_ settlement of the claim or defense against the "suit"; and (4) Assist us, upon our request, in the _ enforcement of any right against any person or organization which may be liable to the insured because of injury or damage to which this insurance may also apply. d. No insured will, except at that insured's own cost, voluntarily make a payment, assume any obligation, or incur any expense, other than for ' first aid, without our consent. 5. Examination Of Your Books And Records 1 CG 00 09 0413 1 (2) Comply with laws, regulations, codes or standards. c. Paragraphs a. and b. of this condition apply not only to us, but also to any rating, advisory, rate service or similar organization which makes insurance inspections, surreys, reports or recommendations. d. Paragraph b. of this condition does not apply to any inspections, surveys, reports or recommendations we may make relative to certification, under state or municipal statutes, ordinances or regulations, of boilers, pressure vessels or elevators. 7. Legal Action Against Us No person or organization has a right under this Coverage Part: a. To join us as a party or otherwise bring us into a "suit" asking for damages from an insured; or b. To sue us on this Coverage Part unless all of its terms have been fully complied with. A person or organization may sue us to recover on an agreed settlement or on a final judgment against an insured; but we will not be liable for damages that are not payable under the terms of this Coverage Part or that are in excess of the applicable limit of insurance. An agreed settlement means a settlement and release of liability signed by us, the insured and the claimant or the claimant's legal representative. 8. Other Insurance The insurance afforded by this Coverage Part is primary insurance and we will not seek contribution from any other insurance available to you unless the other insurance is provided by a contractor other than the designated "contractor" for the same operation and job location designated in the Declarations. Then we will share with that other insurance by the method described below. If all of the other insurance permits contribution by equal shares, we will follow this method also. Under this approach, each insurer contributes equal amounts until it has paid its applicable limit of insurance or none of the loss remains, whichever comes first. If any of the other insurance does not permit contribution by equal shares, we will contribute by limits. Under this method, each insurer's share is based on the ratio of its applicable limit of insurance to the total applicable limits of insurance of all insurers. 9. Premiums The "contractor ": a. Is responsible for the payment of all premiums; and Copyright, Insurance Services Office, Inc., 2012 Page 7 of 9 We may examine and audit your books and records as well as the "contractor's" books and records as they relate to this policy at any time during the policy period and up to three years afterward. 6. Inspections And Surveys m N a. We have the right to: N (1) Make inspections and surveys at any time; o (2) Give you reports on the conditions we find; 0 N and (3) Recommend changes. ' b. We are not obligated to make any inspections, surveys, reports or recommendations and any such actions we do undertake relate only to insurability and the premiums to be charged. We do not make safety inspections. We do not undertake to perform the duty of any person or —_ organization to provide for the health or safety of workers or the public. And we do not warrant that conditions: _ (1) Are safe or healthful; or 1 CG 00 09 0413 1 (2) Comply with laws, regulations, codes or standards. c. Paragraphs a. and b. of this condition apply not only to us, but also to any rating, advisory, rate service or similar organization which makes insurance inspections, surreys, reports or recommendations. d. Paragraph b. of this condition does not apply to any inspections, surveys, reports or recommendations we may make relative to certification, under state or municipal statutes, ordinances or regulations, of boilers, pressure vessels or elevators. 7. Legal Action Against Us No person or organization has a right under this Coverage Part: a. To join us as a party or otherwise bring us into a "suit" asking for damages from an insured; or b. To sue us on this Coverage Part unless all of its terms have been fully complied with. A person or organization may sue us to recover on an agreed settlement or on a final judgment against an insured; but we will not be liable for damages that are not payable under the terms of this Coverage Part or that are in excess of the applicable limit of insurance. An agreed settlement means a settlement and release of liability signed by us, the insured and the claimant or the claimant's legal representative. 8. Other Insurance The insurance afforded by this Coverage Part is primary insurance and we will not seek contribution from any other insurance available to you unless the other insurance is provided by a contractor other than the designated "contractor" for the same operation and job location designated in the Declarations. Then we will share with that other insurance by the method described below. If all of the other insurance permits contribution by equal shares, we will follow this method also. Under this approach, each insurer contributes equal amounts until it has paid its applicable limit of insurance or none of the loss remains, whichever comes first. If any of the other insurance does not permit contribution by equal shares, we will contribute by limits. Under this method, each insurer's share is based on the ratio of its applicable limit of insurance to the total applicable limits of insurance of all insurers. 9. Premiums The "contractor ": a. Is responsible for the payment of all premiums; and Copyright, Insurance Services Office, Inc., 2012 Page 7 of 9 b. Will be the payee for any return premiums we pay. 10. Premium Audit a. Vie will compute all premiums for this Coverage Fart in accordance with our rules and rates. b. Premium shown in this Coverage Part as advance premium is a deposit premium only. At the close of each audit period we will compute the earned premium for that period and send notice to the "contractor." The due date for audit and retrospective premiums is the date shown as the due date on the bill. If the sum of the advance and audit premiums paid for the policy period is greater than the earned premium, we will return the excess to the "contractor." c. The "contractor" must keep records of the information we need for premium computation, and send us copies at such times as we may request. 11. Separation Of Insureds Except with respect to the Limits of Insurance, and any rights or duties specifically assigned in this Coverage Part to the first Named Insured, this insurance applies: a. As if each Named Insured were the only Named Insured; and b. 1;eparately to each insured against whom claim is made or "suit" is brought. 12. Transfer Of Rights Of Recovery Against Others To Us If the insured has rights to recover all or part of any payment we have made under this Coverage Part those rights are transferred to us. The insured must do nothing after loss to impair them. At our request, the insured will bring "suit" or transfer those rights to us and help us enforce them. 13. When We Do Not Renew If wet decide not to renew this Coverage Part, we will mail or deliver to the first Named Insured shown in the Declarations written notice of the nonrenewal not less than 30 days before the expiration date. If notice is mailed, proof of mailing will be sufficient proof of notice. SECTION V — DEFINITIONS 1. "Auto" means: a. A land motor vehicle, trailer or semitrailer designed for travel on public roads, including any attached machinery or equipment; or b. Any other land vehicle that is subject to a compulsory or financial responsibility law or other motor vehicle insurance law where it is licensed or principally garaged. However, "auto" does not include "mobile equipment." 2. "Bodily injury" means bodily injury, sickness or disease sustained by a person, including death resulting from any of these at any time. 3. "Contractor" means the contractor designated in the Declarations. 4. "Employee" includes a "leased worker." "Employee" does not include a "temporary worker." 5. "Executive officer" means a person holding any of the officer positions created by your charter, constitution, bylaws or any other similar governing document. 6. "Hostile fire" means one which becomes uncontrollable or breaks out from where it was intended to be. 7. "Impaired property" means tangible property, other than work performed for you, that cannot be used or is less useful because: a. It incorporates work performed for you that is known or thought to be defective, deficient, inadequate or dangerous; or b. You have failed to fulfill the terms of a contract or agreement; if such property can be restored to use by the repair, replacement, adjustment or removal of the work performed for you or your fulfilling the terms of the contract or agreement. 8. "Insured contract" means: a. A lease of premises; b. A sidetrack agreement; c. Any easement or license agreement, except in connection with construction or demolition operations on or within 50 feet of a railroad; d. An obligation, as required by ordinance, to indemnify a municipality, except in connection with work for a municipality; or e. An elevator maintenance agreement. 9. "Leased worker" means a person leased to you by a labor leasing firm under an agreement between you and the labor leasing firm, to perform duties related to the conduct of your business. "Leased worker" does not include a "temporary worker." Page 8 Df 9 Copyright, Insurance Services Office, Inc., 2012 0 1 u u 0 fl CG 00 09 0413 1 r "Mobile "mobile 10. equipment" means any of the following types However, equipment" does not include land of land vehicles, including any attached machinery or vehicles that are subject to a compulsory or financial equipment: responsibility law or other motor vehicle insurance ' a. Bulldozers, farm machinery, forklifts and other law where it is licensed or principally garaged. Land vehicles designed for use principally off public vehicles subject to a compulsory or financial roads; responsibility law or other motor vehicle insurance law are considered "autos." ' b. Vehicles maintained for use solely on or next to 11. "Occurrence" means an accident, including premises you own or rent; continuous or repeated exposure to substantially the c. Vehicles that travel on crawler treads; same general harmful conditions. ' d. Vehicles, whether self - propelled or not, 12. "Pollutants" mean any solid, liquid, gaseous or maintained primarily to provide mobility to thermal irritant or contaminant, including smoke, permanently mounted: vapor, soot., fumes, acids, alkalis, chemicals and (1) Power cranes, shovels, loaders, diggers or waste. Waste includes materials to be recycled, drills; or reconditioned or reclaimed. (2) Road construction or resurfacing equipment 13. "Property damage" means: such as graders, scrapers or rollers; a. Physical injury to tangible property, including all ' e. Vehicles not described in Paragraph a., b., c. or resulting loss of use of that property. All such loss d. above that are not self - propelled and are of use shall be deemed to occur at the time of the maintained primarily to provide mobility to physical injury that caused it; or permanently attached equipment of the following b. Loss of use of tangible property that is not types: physically injured. All such loss of use shall be (1) Air compressors, pumps and generators, deemed to occur at the time of the "occurrence" including spraying, welding, building cleaning, that caused it. geophysical exploration, lighting and well For the purposes of this insurance, electronic data is servicing equipment; or not tangible property. (2) Cherry pickers and similar devices used to As used in this definition, electronic data means raise or lower workers; information, facts or programs stored as or on, f. Vehicles not described in Paragraph a., b., c. or created or used on, or transmitted to or from, d. above maintained primarily for purposes other computer software, including systems and than the transportation of persons or cargo. applications software, hard or floppy disks, CD- However, self - propelled vehicles with the ROMs, tapes, drives, cells, data processing devices following types of permanently attached or any other media which are used with electronically equipment are not "mobile equipment" but will be controlled equipment. ' considered "autos ": 14. "Suit" means a civil proceeding, brought in the United (1) Equipment designed primarily for: States of America (including its territories and o possessions), Puerto Rico or Canada, in which (a) Snow removal; (b) Road maintenance, but not construction or damages because of "bodily injury" or "property damage" to which this insurance applies are alleged. N N resurfacing, or "Suit" includes. (c) Street cleaning; a. An arbitration proceeding in which such damages (2) Cherry pickers and similar devices mounted are claimed and to which the insured must submit or does submit with our consent; or on automobile or truck chassis and used to = raise or lower workers; and b. Any other alternative dispute resolution (3) Air compressors, pumps and generators, proceeding in which such damages are claimed and to which the insured submits with our including spraying, welding, building cleaning, consent. geophysical exploration, lighting and well servicing equipment. 15. "Temporary worker" means a person who is furnished to you to substitute for a permanent "employee" on leave or to meet seasonal or short- =_ term workload conditions. 16. "Work" includes materials, parts or equipment furnished in connection with the operations. CG 00 09 0413 Copyright, Insurance Services Office, Inc., 2012 Page 9 of 9 COMMERCIAL GENERAL LIABILITY CG 2170 0108 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. CAP ON LOSSES FROM CERTIFIED ACTS OF TERRORISM This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART LIQUOR LIABILITY COVERAGE PART OWNERS AND CONTRACTORS PROTECTIVE LIABILITY COVERAGE PART POLLUTION LIABILITY COVERAGE PART PRODUCTS /COMPLETED OPERATIONS LIABILITY COVERAGE PART RAILROAD PROTECTIVE LIABILITY COVERAGE PART UNDERGROUND STORAGE TANK POLICY m N O n m , °o N N CG 2170 0108 Copyright, ISO Properties, Inc., 2007 Page 1 of 1 If aggregate insured losses attributable to terrorist acts 1. The act resulted in insured losses in excess of $5 certified under the federal Terrorism Risk Insurance Act million in the aggregate, attributable to all types of exceed $100 billion in a Program Year (January 1 insurance subject to the Terrorism Risk Insurance through December 31) and we have met our insurer Act; and deductible under the Terrorism Risk Insurance Act, we 2. The act is a violent act or an act that is dangerous to shall not be liable for the payment of any portion of the human life, property or infrastructure and is amount of such losses that exceeds $100 billion, and in committed by an individual or individuals as part of such care insured losses up to that amount are subject an effort to coerce the civilian population of the to pro rata allocation in accordance with procedures United States or to influence the policy or affect the established by the Secretary of the Treasury. conduct of the United States Government by "Certified act of terrorism" means an act that is certified coercion. by the Secretary of the Treasury, in concurrence with the Secretary of State and the Attorney General of the United :sates, to be an act of terrorism pursuant to the federal Terrorism Risk Insurance Act. The criteria contained in the Terrorism Risk Insurance Act for a "certified act of terrorism" include the following: m N O n m , °o N N CG 2170 0108 Copyright, ISO Properties, Inc., 2007 Page 1 of 1 I COMMERCIAL GENERAL LIABILITY CG 28 53 0810 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT I CAREFULLY. WASHINGTON CHANGES This endorsement modifies insurance provided under the following: OWNERS AND CONTRACTORS PROTECTIVE LIABILITY COVERAGE PART ' A. Paragraph 2. Cancellation of Section IV - Conditions is d. If this policy is cancelled, we will send the replaced by the following: "contractor" any premium refund due. If we cancel, 2. Cancellation the refund will be pro rata. If the first Named Insured or the "contractor" cancels, the refund will ' a. The first Named Insured may cancel this policy by be at least 90% of the pro rata refund. The notifying us or the insurance producer in one of the cancellation will be effective even if we have not following ways: made or offered a refund. (1) Written notice by mail, fax or email; e. If notice is mailed, proof of mailing will be sufficient ' (2) Surrender of the policy or binder; or proof of notice. (3) Verbal notice. B. Paragraph 13. When We Do Not Renew of Section IV - Upon receipt of such notice, we will cancel this Conditions is replaced by the following: ' policy or any binder issued as evidence of 13. When We Do Not Renew coverage, effective on the later of the following: We may elect not to renew this Coverage Part by (1) The date on which notice is received or the mailing or delivering written notice of nonrenewal to ' policy or binder is surrendered; or the first Named Insured, the "contractor," the first (2) The date of cancellation requested by the first Named Insured's agent or broker and any pledgee or Named Insured. other person shown in this policy to have an interest in any loss which may occur under this policy, at the last b. We may cancel this Coverage Part by mailing or mailing addresses known to us, provided that we give delivering to the first Named Insured, the at least 45 days written notice of nonrenewal, including "contractor," the first Named Insured's agent or the actual reason for nonrenewal. o broker and any pledgee or other person shown in Otherwise, we will renew this Coverage Part unless: ' this policy to have an interest in any loss which may occur under this policy, written notice of a. The "contractor" fails to pay the renewal premium cancellation, including the actual reason for the after we have expressed our willingness to renew, o cancellation, to the last mailing addresses known including a statement of the renewal premium, to ' o to us, at least: the first Named Insured, the "contractor" and the (1) 10 days before the effective date of first Named Insured's agent or broker, at least 20 cancellation if we cancel for nonpayment of days before the expiration date; or ' premium; or b. Other coverage acceptable to the insured has (2) 45 days before the effective date of been procured prior to the expiration date of the —_ cancellation if we cancel for any other reason. policy. t c. Notice of cancellation will state the effective date of cancellation. The policy period will end on that ° date. 1 ' CG 28 53 0810 Copyright Insurance Services Office, Inc., 2010 Page 1 of 1 m 0 n m w N O A O O O N O O N CG 28 98 1189 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. WASHINGTON CHANGES This endorsement modifies insurance provided under the following: OWNERS AND CONTRACTORS PROTECTIVE LIABILITY COVERAGE PART Exclusion f. applies only to "bodily injury" to any employee This insurance does not apply to: of the insured whose employment is not subject to the (1) "Bodily injury" to an employee of the insured arising out Industrial Insurance Act of Washington (Washington of and in the course of employment by the insured; or Revised Code Title 51). With respect to "bodily injury" to employees of the insured (2) Any obligation to share damages with or repay whose employment is subject to the Industrial Insurance someone else who must pay damages because of the Act of Washington, exclusion f. is replaced with the injury. following: This exclusion does not apply to liability assumed by the insured under an "insured contract." CG 28 9811 89 Copyright, Insurance Services Office, Inc., 1989 N ' O A N m N O h A O O O N �r r COMMERCIAL GENERAL LIABILITY CG 29 51 01 96 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. EMPLOYMENT- RELATED PRACTICES EXCLUSION This endorsement modifies insurance provided under the following: OWNERS AND CONTRACTORS PROTECTIVE LIABILITY COVERAGE PART POLLUTION LIABILITY COVERAGE PART The following exclusion is added to paragraph 2., Exclusions of COVERAGES — BODILY INJURY AND PROPERTY DAMAGE LIABILITY (Section I — Coverages): This insurance does not apply to: "Bodily injury" to: (1) A person arising out of any: (a) Refusal to employ that person; (b) Termination of that person's employment; or (c) Employment - related practices, policies, acts or omissions, such as coercion, demotion, evaluation, reassignment, discipline, defamation, harassment, humiliation or discrimination directed at that person; or (2) The spouse, child, parent, brother or sister of that person as a consequence of "bodily injury" to that person at whom any of the employment - related practices, described in paragraphs (a), (b) or (c) above is directed. This exclusion applies: (1) Whether the insured may be liable as an employer or in any other capacity; and (2) To any obligation to share damages with or repay someone else who must pay damages because of the injury. CG 29 51 01 96 Copyright, Insurance Services Office, Inc., 1994 Page 1 of 1 COMMERCIAL GENERAL LIABILITY CG 29 54 12 07 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. WASHINGTON CHANGES - EMPLOYMENT - RELATED PRACTICES EXCLUSION This endorsement modifies insurance provided under the following: OWNERS AND CONTRACTORS PROTECTIVE LIABILITY COVERAGE PART POLLUTION LIABILITY COVERAGE PART The following exclusion is added to Paragraph 2., Exclusions of Coverages — Bodily Injury And Property Damages Liability (Section I — Coverages): This insurance does not apply to: "Bodily injury" to: (1) A person arising out of any: (a) Refusal to employ that person; (b) Termination of that person's employment; or (c) Employment - related practices, policies, acts or omissions, such as coercion, demotion, evaluation, reassignment, discipline, defamation, harassment, humiliation, discrimination or malicious prosecution directed at that person; or (2) The spouse, child, parent, brother or sister of that pemon as a consequence of "bodily injury" to that person at whom any of the employment - related practices described in Paragraphs (a), (b) or (c) above is directed. This exclusion applies: (1) Whether the injury- causing event described in Paragraphs (a), (b) or (c) above occurs before employment, during employment or after employment of that person; (2) Whether the insured may be liable as an employer or in any other capacity; and (3) To any obligation to share damages with or repay someone else who must pay damages because of the injury. However, Paragraphs (1)(a) and (2) of this exclusion do not apply if such "bodily injury" is sustained by any "employee" of the insured whose employment is subject to the Industrial Insurance Act of Washington (Wash. Rev. Code Sec. 51). CG 29 54 12 07 Copyright, ISO Properties, Inc., 2006 Page 1 of 1 ' COMMERCIAL GENERAL LIABILITY CG 3131 12 04 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. FUNGI OR BACTERIA EXCLUSION ' This endorsement modifies insurance provided under the following: OWNERS AND CONTRACTORS PROTECTIVE LIABILITY COVERAGE PART PRODUCTS /COMPLETED OPERATIONS LIABILITY COVERAGE PART A. The following exclusion is added to Paragraph 2. b. Any loss, cost or expenses arising out of Exclusions of Section I — Coverages — Bodily the abating, testing for, monitoring, cleaning Injury And Property Damage Liability: up, removing, containing, treating, ' 2. Exclusions detoxifying, neutralizing, remediating or disposing of, or in any way responding to, This insurance does not apply to: or assessing the effects of, "fungi" or Fungi Or Bacteria bacteria, by any insured or by any other ' a. "Bodily injury" or "property damage" which person or entity. would not have occurred, in whole or in This exclusion does not apply to any "fungi" or part, but for the actual, alleged or bacteria that are, are on, or are contained in, a good ' threatened inhalation of, ingestion of, or product intended for bodily consumption. contact with, exposure to, existence of, or B. The following definition is added to the Definitions presence of, any "fungi" or bacteria on or Section: ' within a building or structure, including its contents, regardless of whether any other "Fungi" means any type or form of fungus, including cause, event, material or product mold or mildew and any mycotoxins, spores, scents contributed concurrently or in any sequence or byproducts produced or released by fungi. 1 to such injury or damage. o N N m 0 N ' o 0 0 N �v CG 31 31 12 04 Copyright, ISO Properties, Inc., 2003 Page 1 of 1 N N N O N r 0 0 0 N COMMERCIAL GENERAL LIABILITY CG 33 70 03 05 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. SILICA OR SILICA - RELATED DUST EXCLUSION This endorsement modifies insurance provided under the following: OWNERS AND CONTRACTORS PROTECTIVE LIABILITY COVERAGE PART PRODUCTS /COMPLETED OPERATIONS LIABILITY COVERAGE PART A. The following exclusion is added to Paragraph 2., Exclusions of Section I — Coverages Bodily Injury And Property Damage Liability: 2. Exclusions This insurance does not apply to: SILICA OR SILICA - RELATED DUST a. 'Bodily injury" arising, in whole or in part, out of the actual, alleged, threatened or suspected inhalation of, or ingestion of, "silica" or "silica- related dust." b. "Property damage" arising, in whole or in part, out of the actual, alleged, threatened or suspected contact with, exposure to, existence of, or presence of, "silica" or "silica- related dust." CG 33 70 03 05 c. Any loss, cost or expense arising, in whole or in part, out of the abating, testing for, monitoring, cleaning up, removing, containing, treating, detoxifying, neutralizing, remediating or disposing of, or in any way responding to or assessing the effects of, "silica" or "silica- related dust," by any insured or by any other person or entity. B. The following definitions are added to the Definitions Section: 1. "Silica" means silicon dioxide (occurring in crystalline, amorphous and impure forms), silica particles, silica dust or silica compounds. 2. "Silica- related dust' means a mixture or combination of silica and other dust or particles. Copyright, ISO Properties, Inc., 2004 r 7 l t HI 7 fl [� fl Ili fl III li Page 1 of 1 1 Ali I CNA n G- 142654 -A (Ed. 07/02) THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. EXCLUSION - ENGINEERS, ARCHITECTS OR SURVEYORS PROFESSIONAL LIABILITY This endorsement modifies insurance provided under the following: OWNERS AND CONTRACTORS PROTECTIVE LIABILITY COVERAGE FORM The following exclusion is added to Paragraph 2., Exclusions of Section I — Coverage A — Bodily Injury And Property Damage Liability: This insurance does not apply to "bodily injury" or "property damage" arising out of the rendering of or failure to render any professional services by you, the "contractor" or any engineer, architect or surveyor who is either employed by you or performing work on your behalf in such capacity. ' G- 142654 -A (Ed. 07/02) Professional services include: 1. The preparing, approving, or failing to prepare or approve, maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; and 2. Supervisory, inspection, architectural or engineering activities. Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 1 of 1 n m m m 0 r 0 0 0 0 N O O N CNN G- 43316 -C (Ed. 06/98) THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. EXCLUSION - ASBESTOS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS /COMPLETED OPERATIONS LIABILITY COVERAGE PART LIQUOR LIABILITY COVERAGE FORM FARM COVERAGE FORM OWNERS AND CONTRACTORS PROTECTIVE LIABILITY COVERAGE FORM RAILROAD PROTECTIVE LIABILITY COVERAGE FORM SPECIAL PROTECTIVE AND HIGHWAY LIABILITY POLICY — NEW YORK POLLUTION LIABILITY COVERAGE FORM This insurance does not apply to: (1) "Bodily injury," "property damage" or "personal and advertising injury" arising out of the actual, alleged or threatened exposure at any time to asbestos; or (2) Any loss, cost or expense that may be awarded or incurred: (a) by reason of a claim or "suit' for any such injury or damage; or (b) it complying with a governmental direction or request to test for, monitor, clean up, remove, contain or dispose of asbestos. G- 43316 -C (Ed. 06/98) Asbestos means the mineral in any form whether or not the asbestos was at any time: (1) airborne as a fiber, particle or dust; (2) contained in or formed a part of a product, structure or other real or personal property; (3) carried on clothing; (4) inhaled or ingested; or (5) transmitted by any other means. Page 1 of 1 e IIL 00 03 09 07 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. CALCULATION OF PREMIUM ' This endorsement modifies insurance provided under the following: CAPITAL ASSETS PROGRAM (OUTPUT POLICY) COVERAGE PART COMMERCIAL AUTOMOBILE COVERAGE PART ' COMMERCIAL GENERAL LIABILITY COVERAGE PART COMMERCIAL INLAND MARINE COVERAGE PART COMMERCIAL PROPERTY COVERAGE PART CRIME AND FIDELITY COVERAGE PART 1 EMPLOYMENT - RELATED PRACTICES LIABILITY COVERAGE PART EQUIPMENT BREAKDOWN COVERAGE PART FARM COVERAGE PART LIQUOR LIABILITY COVERAGE PART OWNERS AND CONTRACTORS PROTECTIVE LIABILITY COVERAGE PART POLLUTION LIABILITY COVERAGE PART PRODUCTS /COMPLETED OPERATIONS LIABILITY COVERAGE PART ' PROFESSIONAL LIABILITY COVERAGE PART RAILROAD PROTECTIVE LIABILITY COVERAGE PART The following is added: ' The premium shown in the Declarations was computed based on rates in effect at the time the policy was issued. On each renewal, continuation, or anniversary of the effective date of this policy, we will compute the premium in accordance with our rates and rules then in effect. o N N 1 IL 00 03 09 07 Copyright, ISO Properties, Inc., 2006 Page 1 of 1 I IL 01 98 09 00 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. NUCLEAR ENERGY LIABILITY EXCLUSION ENDORSEMENT (Broad Form) This endorsement modifies insurance provided under the following: COMMERCIAL AUTOMOBILE COVERAGE PART COMMERCIAL GENERAL LIABILITY COVERAGE PART COMMERCIAL LIABILITY UMBRELLA COVERAGE PART EMPLOYMENT- RELATED PRACTICES LIABILITY COVERAGE PART FARM COVERAGE PART LIQUOR LIABILITY COVERAGE PART OWNERS AND CONTRACTORS PROTECTIVE LIABILITY COVERAGE PART POLLUTION LIABILITY COVERAGE PART PRODUCTS /COMPLETED OPERATIONS LIABILITY COVERAGE PART PROFESSIONAL LIABILITY COVERAGE PART RAILROAD PROTECTIVE LIABILITY COVERAGE PART UNDI_RGROUND STORAGE TANK POLICY 1. The insurance does not apply: of, an "insured" or (b) has been discharged or dispersed therefrom; A. Under any Liability Coverage, to "bodily injury" or "property damage ": (2) The "nuclear material" is contained in "spent fuel" or "waste" at any time possessed, (1) With respect to which an "insured" under the handled, used, processed, stored, transported policy is also an insured under a nuclear or disposed of, by or on behalf of an "insured "; energy liability policy issued by Nuclear or Energy Liability Insurance Association, Mutual Atomic Energy Liability Underwriters, Nuclear (3) The "bodily injury" or "property damage" Insurance Association of Canada or any of arises out of the furnishing by an "insured" of their successors, or would be an insured under services, materials, parts or equipment in any such policy but for its termination upon connection with the planning, construction, exhaustion of its limit of liability; or maintenance, operation or use of any "nuclear facility", but if such facility is located within the (;t) Resulting from the "hazardous properties" of United States of America, its territories or s "nuclear material" and with respect to which possessions or Canada, this Exclusion (3) (a) any person or organization is required to applies only to "property damage" to such m maintain financial protection pursuant to the "nuclear facility" and any property thereat. m Atomic Energy Act of 1954, or any law amendatory thereof, or (b) the "insured" is, or 2. As used in this endorsement: o had this policy not been issued would be, "Hazardous properties" includes radioactive, toxic or entitled to indemnity from the United States of explosive properties; America, or any agency thereof, under any agreement entered into by the United States of "Nuclear material" means "source material ", "Special America, or any agency thereof, with any nuclear material" or "by- product material "; person or organization. "Source material ", "special nuclear material ", and "by- B. Linder any Medical Payments coverage, to product material" have the meanings given them in the expenses incurred with respect to "bodily injury" Atomic Energy Act of 1954 or in any law amendatory resulting from the "hazardous properties" of thereof; "nuclear material" and arising out of the operation "nuclear "Spent fuel" means any fuel element or fuel of a facility" by any person or component, solid or liquid, which has been used or organization. exposed to radiation in a "nuclear reactor"; C. Linder any Liability Coverage, to "bodily injury' or "Waste" means any waste material (a) containing "by- " "nuclear ", product material" other than the tailings or wastes produced properties" of material if: by the extraction or concentration of uranium or thorium (1) The "nuclear material" (a) is at any "nuclear from any ore processed primarily for its "source material" facility" owned by, or operated by or on behalf content, and (b) resulting from the operation by any person IL 0198 (19 00 Copyright, Insurance Services Office, Inc., 2000 Pagel of 2 H t 1 fl t r 0 1 �I or organization of any "nuclear facility" included under the first two paragraphs of the definition of "nuclear facility." "Nuclear facility" means: (a) Any "nuclear reactor"; (b) Any equipment or device designed or used for (1) separating the isotopes of uranium or plutonium, (2) processing or utilizing "spent fuel', or (3) handling, processing or packaging "waste "; (c) Any equipment or device used for the processing, fabricating or alloying of "special nuclear material' if at any time the total amount of such material in the custody of the "insured" at the premises where such equipment or device is located consists of or contains more than 25 grams of plutonium or uranium 233 or any combination thereof, or more than 250 grams of uranium 235; (d) Any structure, basin, excavation, premises or place prepared or used for the storage or disposal of "waste" ; and includes the site on which any of the foregoing is located, all operations conducted on such site and all premises used for such operations; "Nuclear reactor" means any apparatus designed or used to sustain nuclear fission in a self- supporting chain reaction or to contain a critical mass of fissionable material; "Property damage" includes all forms of radioactive contamination of property. Page 2 of 2 Copyright, Insurance Services Office, Inc., 2000 IL 0198 09 00 CNA 333 S Wabash Chicago, Illinois 60604 Policy, I " "A fedod -111 T11 1'111V�11' -_-- Coverage 11 A Y", C5091288267 10/22/14 10/22/15 Transportation Insurance Company 012491050 ,:Named Insured CITY OF YAKIMA PAYNEWEST INSURANCE, INC. w. 129 N 2ND ST 7903 E BROADWAY YAKIMA, WA 98901 SPOKANE VALLEY, WA 99212 ** PAYMENT PLAN SCHEDULE ** IT IS AGREED THAT THE TOTAL ESTIMATED PREMIUM SHOWN IN THE DECLARATIONS OF THIS POLICY IS PAYABLE AS FOLLOWS: EFFECTIVE DATE PREMIUM 10/22/2014 $5,000.00 TOTAL PREMIUM $5,000.00 O O O ISSUE DATE 10/22/14 LlL 1 1 �g N m 0 0 0 N 1 1 END OF COPY 10/22/2014 www. i nsurance.wa.gov /consum ertool kiVCom pany /Com panyF'rofii l e.aspx?W AOIC =1303 Search > TRANSPORTATION INSURANCE COMPANY I TRANSPORTATION INSURANCE COMPANY Status: ACTIVE Admitted date: 05/24/1938 Ownership type: STOCK ^hack ko Too ' Agents and agencies that represent this company (Appointments) 4JhatisG,iis? View. agents,;; View agencies ^ hack to toF ....................... Company complaint historyh�t 5th5 View, complaints.: ^: hack to top ....................... P. Disciplinary orders 2008-2014 h.atisthis? No disciplinary orders are found http: //www. insurance .wa.gov /consumertoolkit /Company /Com panyProFiile.aspx ?WAOIC =1303 1/2 General I Contact I Licensing Appointments I Complaints Orders National Info I Ratings Back to.5earch General information Contact information Name: TRANSPORTATION INSURANCE COMPANY Registered address Mailing address Corporate family/ group: CNA INS GRP wnd*t 5 Lhis7 CNA PLAZA 333 SWABASH Organization type: PROPERTY CHICAGO, IL 60685 CHICAGO, IL 60604 WAOIC:1303 Telephone Telephone 312- 822 -5000 NAIC: 20494 312- 822 -5000 Status: ACTIVE Admitted date: 05/24/1938 Ownership type: STOCK ^hack ko Too ' Agents and agencies that represent this company (Appointments) 4JhatisG,iis? View. agents,;; View agencies ^ hack to toF ....................... Company complaint historyh�t 5th5 View, complaints.: ^: hack to top ....................... P. Disciplinary orders 2008-2014 h.atisthis? No disciplinary orders are found http: //www. insurance .wa.gov /consumertoolkit /Company /Com panyProFiile.aspx ?WAOIC =1303 1/2 10/2212014 www. insurance. wa. gov /consumertoolkitt Company /CompanyPrcrfile.aspx ?WAOIC =1303 The orders posted here are unverified electronic duplicates of the official orders actually entered. To be certain you have the official version of the order as entered, request a hard copy from Renee Moines at 360 - 725 -7047 or email legal @,:)ic.wa.gov. Looking for other orders? Our online orders search allows you to search a ten year history of all orders, including enforcement orders, administrative orders, and general orders. " back to eco National information on insurance companies Want more information about this company? The NAIC's Consumer Information (CIS) page allows you to retrieve national financial and complaint information on insurance companies, plus has information and tips to help you understand current insurance issues. back to Fop ....... _ ............... Ratings by financial organizations The following organizations rate insurance companies on their financial strength and stability. Some of these companies crarge for their services. A. M. Best Weiss Group Ratings ......... ............................... .. :Standard and Poor's Corp ...___.. . ...... ... ...____..._.._i Moody's InvE!stors Service ....:. .....:.:.:.::...:::.....:...... Fitch IBCA, Duff and Phelps „Ratings Hack to top ........................... 'II 1 �I 1 hftp:/AAtww.insurance.�va.gov/consum ertool kit/Com pany /C om panyProfi l e.aspx ?W AOIC =1303 2/21 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 PIPEOFW -02 CPESSUTTI ACORN►' CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DDmYY) 10/17/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. 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). PRODUCER Spokane Valley OfficePHONE Pa neWest Insurance, Inc. 79 3 E. Broadway Spokane, WA 99212 NAME: Jim Majeskey No (509) 455 -6767 AX No A/c Ext E -MAIL ma'eskel a ADDRESS: J J Y @P Y newest.com INSURERS) AFFORDING COVERAGE NAIC # INSURER A: National Fire Ins of Hartford 20478 INSURED INSURERB:American Casualty Co of Reading PA 20427 INSURER C: Continental Casualty Company 20443 Pipe of Washington, Inc. dba INSURER D X POW Contracting P. O. BOX 4772 10/01/2014 10/0112015 Pasco, WA 99302 -4772 INSURER E: $ 1,000,000 INSURER F : MED EXP (Any one person) $ 5,00 f"n11C0At_cc `CDTICICATI= KIIIMRF:P- RFVISIDN NUMBER: THIS IS TO CERTIFY THAT 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. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL SUBRI POLICY NUMBER POLICY EFF MM/DD POLICY EXP MM /DD LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS -MADE Fk1 OCCUR X X 5086405638 10/01/2014 10/0112015 PREMISES Ea occurrence $ 1,000,000 MED EXP (Any one person) $ 5,00 X PD Ded: $1,000 PERSONAL & ADV INJURY $ 1,000,00 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 PRODUCTS - COMP /OP AGG $ 2,000,000 POLICY a JECOT- LOC WA Stop Gap $ 1,000,00 OTHER: AUTOMOBILE LIABILITY (CEO OMBINED ccident SINGLE LIMIT a $ 1,000,000 BODILY INJURY (Per person) $ B X ANY AUTO X X 5086405655 10101/2014 10/01/2015 BODILY INJURY (Per accident) $ ALL OWNED SCHEDULED AUTOS AUTOS NON -OWNED X HIRED AUTOS X AUTOS Per P RTY DAMAGE $ $ X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 5,000,00 AGGREGATE $ 5,000,000 C EXCESS LIAB CLAIMS -MADE X X 5086405641 10/01/2014 10/01/2015 DED X RETENTION $ 10,000 $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? ❑ (Mandatory in NH) N/A STATUTE ER E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYE $ E.L. DISEASE - POLICY LIMIT $ If yes, de scribe under DESCRIPTION OF OPERATIONS below A Installation Floater 5086405638 10/01/2014 10/01/2015 Location Limit 500,00 A Deductible: $5,000 5086405638 10/01/2014 10/01/2015 In Transit/Temp Loc 50,00 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached If moire space is required) The Continental Insurance Company: #35289, AXV American Casualty Company of Reading: #20427, AXV Continental Casualty Company: #20443, AXV RE: West Yakima Irrigation System Phase 2 Improvements, City of Yakima Project No.: IR2323 The City of Yakima and its elected and appointed officials, officers, employees, agents and volunteers, and Huibregtse, Louman Associates Inc are additional insureds per policy forms with primary and non - contributory wording. Waiver of subrogation and per project aggregate per policy fors. 45 day notice of cancellation. CERTIFICATE City of Yakima Water & Irrigation Division 2301 Fruitvale Boulevard Yakima, WA 98902 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE e 2. e, ©1988 -2014 ACORD CORPORATION. All rights reserved. ACORD 25 (2014/01) The ACORD name and logo are registered marks of ACORD [J qhF WAA G- 140331 -D (Ed. 01/13) BLANKET ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS — WITH PRODUCTS - COMPLETED OPERATIONS COVERAGE It is understood and agreed that this endorsement amends the COMMERCIAL GENERAL LIABILITY COVERAGE PART as follows: SCHEDULE (OPTIONAL) Name of Additional Insured Persons Or Organizations (As required by "written contract" per Paragraph A. below.) Locations of Covered Operations (As per the "written contract," provided the location is within the "coverage 'territory" of this Coverage Part.) A. Section II - Who Is An Insured is amended to include as an additional insured: 1. Any person or organization whom you are required by "written contract" to add as an additional insured on this Coverage Part; and 2. The particular person or organization, if any, scheduled above. B. The insurance provided to the additional insured is limited as follows: 1. The person or organization is an additional insured only with respect to liability for "bodily injury," "property damage," or "personal and advertising injury" caused in whole or in part by: a. Your acts or omissions, or the acts or omissions of those acting on your behalf, in the performance of your ongoing operations specified in the "written contract'; or b. "Your work" that is specified in the "written contract" but only for "bodily injury" or "property damage" included in the "products- completed operations hazard," and only if: ' (1) The "written contract" requires you to provide the additional insured such coverage; and (2) This Coverage Part provides such coverage. 2. If the "written contract" specifically requires you to provide additional insurance coverage via the 10101 edition of CG2010 (aka CG 20 10 10 01), or via the 10/01 edition of CG2037 (aka CG 20 37 10 01), or via the 11/85 edition of CG2010 (aka CG 20 10 11 85), then in paragraph B.I. above, the words 'caused in whole or in part by' are replaced by the words 'arising out of. 3. We will not provide the additional insured any broader coverage or any higher limit of insurance than: a. The maximum permitted by law; b. That required by the "written contract'; ' c. That described in B.I. above; or d. That afforded to you under this policy, ' whichever is less. 4. Notwithstanding anything to the contrary in Condition 4. Other Insurance (Section IV), this insurance is excess of all other insurance available to the additional insured whether on a primary, excess, contingent or G- 140331 -D (Ed. 01/13) Page 1 of 2 Copyright, CNA All Rights Reserved. CNA G- 140331 -D (Ed. 01/13) any other basis. But if required by the "written contract" to be primary and non - contributory, this insurance will be primary and non - contributory relative to insurance on which the additional insured is a Named Insured. 5. The insurance provided to the additional insured does not apply to "bodily injury," "property damage," or "personal and advertising injury" arising out of: a. The rendering of, or the failure to render, any professional architectural, engineering, or surveying services, including: (1) The preparing, approving, or failing to prepare or approve maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; and (2) Supervisory, inspection, architectural or engineering activities; or b. Any premises or work for which the additional insured is specifically listed as an additional insured on another endorsement attached to this Coverage Part. C. SECTION IV — COMMERCIAL GENERAL LIABILITY CONDITIONS is amended as follows: 1. The Duties In The Event of Occurrence, Offense, Claim or Suit condition is amended to add the following additional conditions applicable to the additional insured: An additional insured under this endorsement will as soon as practicable: (1) Give us written notice of an "occurrence" or an offense which may result in a claim or "suit" under this insurance, and of any claim or "suit" that does result; (2) Except as provided in Paragraph B.4. of this endorsement, agree to make available any other insurance the additional insured has for a loss we cover under this Coverage Part; (3) Send us copies of all legal papers received, and otherwise cooperate with us in the investigation, defense, or settlement of the claim or "suit'; and (4) Tender the defense and indemnity of any claim or "suit" to any other insurer or self insurer whose policy or program applies to a loss we cover under this Coverage Part. But if the "written contract" requires this insurance to be primary and non - contributory, this provision (4) does not apply to insurance on which the additional insured is a Named Insured. We have no duty to defend or indemnify an additional insured under this endorsement until we receive from the additional insured written notice of a claim or "suit." D. Only for the purpose of the insurance provided by this endorsement, SECTION V — DEFINITIONS is amended to add the following definition: "Written contract" means a written contract or written agreement that requires you to make a person or organization an additional insured on this Coverage Part, provided the contract or agreement: 1. Is currently in effect or becomes effective during the term of this policy; and 2. Was executed prior to: a. The "bodily injury" or "property damage "; or b. The offense that caused the "personal and advertising injury," for which the additional insured seeks coverage under this Coverage Part. All other terms and conditions of the Policy remain unchanged. G- 140331 -D (Ed. 01/13) Page 2 of 2 Material used with permission of ISO Properties, Inc. Copyright, CNA All Rights Reserved. 1 1 1 �1111 1 rG- 18652 -J (Ed. 07 -12) r CONTRACTORS' GENERAL LIABILITY EXTENSION ENDORSEMENT ' It is understood and agreed that this endorsement amends the COMMERCIAL GENERAL LIABILITY COVERAGE PART as follows. The changes this endorsement makes do not apply with respect to any coverage that has been excluded or amended by another endorsement attached to this policy. SCHEDULE Coverage is summarized below. For particulars and limitations affecting each coverage, please refer to the corresponding policy provisions in the body of this endorsement. I' L� 1. Additional Insureds Seven additional insured extensions. 2. Bodily Injury — Expanded Definition 3. Broad Knowledge of Occurrence/ Notice of Occurrence 4. Broad Named Insured 5. Broadened Liability Coverage For Damage To "Your Product" And "Your Work" Limit: $100,000. 6. Contractual Liability — Railroads Expanded definition of "insured contract." 7. Contractual Liability For Personal And Advertising Injury 8. Electronic Data Liability Loss of Electronic Data Limit: $100,000. 9. Expanded Personal And Advertising Injury - Discrimination Or Humiliation 10. Expected Or Intended Injury Reasonable force — "bodily injury" or "property damage." 11. General Aggregate Limits Of Insurance - Per Project 12. In Rem Actions 13. Incidental Health Care Malpractice Coverage 14. Joint Ventures /Partnership /Limited Liability Companies Coverage for your interest in such terminated or ended organizations. 15. Legal Liability /Alienated Premises /Borrowed Equipment Coverage Extended perils. Default limit increased to $500,000 for Damage to Premises Rented To You. $25,000 limit for "property damage" to borrowed tools or equipment at a jobsite. 16. Liberalization Clause 17. Liquor Liability Coverage Extension 18. Medical Payments Limits increased to $15,000. Reporting increased to three years from the date of accident. 19. Non -owned Aircraft Coverage 20. Non -owned Watercraft Increased to 75 feet. 21. Primary And Non - Contributory To Other Insurance 22. Property Damage - Elevators 23. Supplementary Payments Cost of bail bonds increased to $5,000. Daily loss of earnings increased to $1,000. 24. Unintentional Failure To Disclose Hazards 25. Waiver of Subrogation - Blanket Waiver of subrogation where required by written contract or written agreement. 26. Wrap -Up Extension G-1 8652-J (Ed. 07 -12) Page 1 of 12 Copyright, CNA All Rights Reserved. 4 I 4 1. ADDITIONAL INSURED SECTION II — WHO IS AN INSURED is amended to inclUde as an insured any person or organization (called additional insured) described in paragraphs A. through G. below whom you are required to add as an additional insured on this policy under a written contract or written agreement, provided the written contract or written agreement: i. Is currently in effect or becomes effective during the term of this policy; and ii. Was executed prior to the "bodily injury," "property damage" or "personal injury and advertising injury" for which the additional insured seeks coverage. However, we will not provide the additional insured any broader coverage or any higher limit of insurance than the least that is: a. The maximum permitted by law; b. Required in the written contract or written agreement; c. Afforded to you under this policy; or d. Described in the applicable paragraphs A. through G. below. A. Controlling Interest .Any persons or organizations with a controlling interest in you but only with respect to their liability arising out of: 1. Their financial control of you; or 2. Premises they own, maintain or control while you lease or occupy these premises. This insurance does not apply to structural alterations, new construction and demolition operations performed by or for such additional insured. B. Co -owner of Insured Premises A co -owner of a premises co -owned by you and covered under this insurance but only with respect to the co- owner's liability as co -owner of such premises. C. Lessor - Equipment 1. Any person or organization from whom you lease equipment, but only with respect to liability for "bodily injury," "property damage" or "personal and advertising injury" caused, in whole or in part, by your maintenance, operation or use of equipment leased to you by such person or organization. G- 18652-J (Ed. 07 -12) Page 2 of 12 G- 18652 -J (Ed. 07 -12) 2. With respect to the insurance afforded to these additional insureds, this insurance does not apply to any "occurrence" which takes place after the equipment lease expires. D. Lessor - Land An owner or other interest from whom land has been leased by you but only with respect to liability arising out of the ownership, maintenance or use of that specific part of the land leased to you and subject to the following additional exclusions: This insurance does not apply to: 1. Any "occurrence" which takes place after you cease to lease that land; or 2. Structural alterations, new construction or demolition operations performed by or on behalf of such additional insured. E. Lessor - Premises A manager or lessor of premises but only with respect to liability arising out of the ownership, maintenance or use of that specific part of the premises leased to you and subject to the following additional exclusions: This insurance does not apply to: 1. Any "occurrence" which takes place after you cease to be a tenant in that premises; or 2. Structural alterations, new construction or demolition operations performed by or on behalf of such additional insured. F. Mortgagee, Assignee or Receiver A mortgagee, assignee or receiver but only with respect to their liability as mortgagee, assignee, or receiver and arising out of the ownership, maintenance, or use of a premises by you. This insurance does not apply to structural alterations, new construction or demolition operations performed by or for such additional insured. G. State or Governmental Agency or Subdivision or Political Subdivisions A state or governmental agency or subdivision or political subdivision subject to the following provisions: 1. This insurance applies only with respect to the following hazards for which the state or governmental agency or subdivision or Copyright, CNA All Rights Reserved. 1 1 F�� 0 L FF r 1 1 G-1 8652-J CNA (Ed. 07 -12) political subdivision has issued a permit or A. BROAD KNOWLEDGE OF OCCURRENCE authorization in connection with premises You must give us or our authorized ' you own, rent, or control and to which this representative notice of an "occurrence," insurance applies: offense, claim, or "suit" only when the a. The existence, maintenance, repair, "occurrence," offense, claim or "suit" is known construction, erection, or removal of to: ' advertising signs, awnings, canopies, (1) You, if you are an individual; cellar entrances, coal holes, driveways, manholes, marquees, hoistaway (2) A partner, if you are a partnership; ' openings, sidewalk vaults, street banners, or decorations and similar (3) An executive officer or the employee exposures; or designated by you to give such notice, if you are a corporation; or ' b. The construction, erection, or removal (4) A manager, if you area limited liability of elevators; or company. c. The ownership, maintenance or use of any elevators covered by this B. NOTICE OF OCCURRENCE insurance. Your rights under this Coverage Part will not be 2. This insurance applies only with respect to prejudiced if you fail to give us notice of an operations performed by you or on your occurrence,' offense, claim or "suit" and that ' behalf for which the state or governmental failure is solely due to your reasonable belief "property agency or subdivision or political that the "bodily injury" or damage" is subdivision has issued a permit or not covered under this Coverage Part. authorization. However, you shall give written notice of this 1. occurrence, offense, claim or suit to us as 3. This insurance does not apply to: soon as you are aware that this insurance may a. "Bodily injury," "property damage' or apply to such "occurrence," offense claim or „ , "personal and advertising injury" arising suit.' out of operations performed for the 4. BROAD NAMED INSURED federal government, state or ali or municipality; ry' A. Any subsidiary or affiliate organization, other ' b. "Bodily injury" or "property damage" than a partnership, joint venture or limited liability company, in which a Named Insured included within the "products- completed specifically shown in the Declarations has operations hazard." management control, directly or through one or A governmental permit which requires you to more subsidiary organizations, at the time of add the governmental entity as an additional loss will qualify as a Named Insured but only if insured will trigger this Provision 1. as if the there is no other similar insurance available to permit were a written contract. such organization, nor similar insurance which ' 2. BODILY INJURY — EXPANDED DEFINITION would be available but for exhaustion of its limits. For the purpose of this provision, similar SECTION V — DEFINITIONS, the definition of insurance means general liability or equivalent insurance, no matter whether its coverage is "bodily injury" is changed to read: broader or narrower than that provided by this ' "Bodily injury" means bodily injury, sickness or insurance. But if the only other similar insurance disease sustained by a person, including death, is for a "consolidated (wrap -up) program," then humiliation, shock, mental anguish or mental injury a subsidiary that qualifies as a Named Insured by that person at any time which results as a on such project - specific insurance can still consequence of the bodily injury, sickness or qualify as a Named Insured on this insurance, disease. but not for projects covered by the "consolidated (wrap -up) program." 3. BROAD KNOWLEDGE OF OCCURRENCE/ NOTICE OF OCCURRENCE [Please see Item 26.C. of this endorsement for the definition of "consolidated (wrap -up) Condition 2. Duties in The Event of Occurrence, program."] Offense, Claim or Suit of SECTION IV — ' COMMERCIAL GENERAL LIABILITY B. This endorsement does not apply to any CONDITIONS is amended to add the following organization for which coverage is excluded by provisions: another endorsement attached to this policy. G- 18652 -J (Ed. 07 -12) Page 3 of 12 1 Copyright, CNA All Rights Reserved. OVA C. Only for the purpose of this endorsement: 1. Management control means: a. Ownership interest representing more than 50% of the voting, appointment, or designation power for the subsidiary organization's governing body; or b. Having the right, pursuant to a written contract, or pursuant to the by -laws, charter, operating agreement, or similar document of a specifically shown Named Insured or controlled subsidiary organization to select, appoint, or designate a majority of the subsidiary organization's governing body. Such contract or document must have been created prior to the time of loss; or c. Having the right, pursuant to a written trust agreement, to protect, control the use of, encumber or transfer and sell property held by a trust. 2. Governing body means the Board of Directors of a corporation. 3. Loss means: a. The occurring of the "bodily injury" or "property damage"; or b. The committing of the offense that caused the "personal and advertising injury." D. The insurance provided by this policy applies to Named Insureds when trading under their own names, or under such trading names or doing - business-as (DBA) names as any should choose to employ. 5. BROADENED LIABILITY COVERAGE FOR DAMAGE TO "YOUR PRODUCT" AND "YOUR WORK" A. Under SECTION I — COVERAGE A — BODILY INJURY AND PROPERTY DAMAGE LIABILITY, Paragraph 2. Exclusions is amended to delete exclusions k. and I. and replace them with the following: [This insurance does not apply to:] k. Damage to Your Product "Property damage" to "your product" arising out of it, or any part of it except when caused by or resulting from: (1) Fire; (2) Smoke; (3) Collapse; or G- 18652 -J (Ed. 07 -12) Page 4 of 12 G-1 8652-J (Ed. 07 -12) (4) Explosion. I. Damage to Your Work "Property damage" to "your work" arising out of it, or any part of it and included in the "products - completed operations hazard." This exclusion does not apply: (1) If the damaged work or the work out of which the damage arises was performed on your behalf by a subcontractor; or (2) If the cause of loss to the damaged work arises as a result of: (a) Fire; (b) Smoke; (c) Collapse; or (d) Explosion. B. The following paragraph is added to SECTION III — LIMITS OF INSURANCE: Subject to 5. above, $100,000 is the most we will pay under Coverage A for the sum of damages arising out of any one "occurrence" because of "property damage" to "your product" and "your work" that is caused by fire, smoke, collapse or explosion and is included within the "product- completed operations hazard." This sublimit does not apply to "property damage" to "your work" if the damaged work or the work out of which the damage arises was performed on your behalf by a subcontractor. C. This Provision 5. Broadened Liability Coverage For Damage To "Your Product" And "Your Work" does not apply if an endorsement of the same name is attached to this policy. 6. CONTRACTUAL LIABILITY — RAILROADS With respect to operations performed within 50 feet of railroad property, the definition of "insured contract" in SECTION V — DEFINITIONS is replaced by the following: "Insured Contract" means: a. A contract for a lease of premises. However, that portion of the contract for a lease of premises that indemnifies any person or organization for damage by fire to premises while rented to you or temporarily occupied by you with permission of the owner is not an "insured contract "; b. A sidetrack agreement; c. Any easement or license agreement; Copyright, CNA All Rights Reserved. I� 1 i r fl� 1 'I r1 1 IG-1 8652-J (Ed. 07 -12) d. An obligation, as required by ordinance, to Damages arising out of the loss of, loss of use indemnify a municipality, except in connection of, damage to, corruption of, inability to access, with work for a municipality; or inability to manipulate "electronic data" that does not result from physical injury to tangible e. An elevator maintenance agreement; property. f. That part of any other contract or agreement However, this exclusion does not apply to pertaining to your business (including an liability for damages because of "bodily injury." indemnification of a municipality in connection with work performed for a municipality) under B. The following paragraph is added to SECTION which you assume the tort liability of another III — LIMITS OF INSURANCE: ' parry to pay for "bodily injury" or "property Subject to 5. above, $100,000 is the most we damage" to a third person or organization. Tort will pay under Coverage A for all damages liability means a liability that would be imposed arising out of any one "occurrence" because of by law in the absence of any contract or property damage „ that results from physical agreement. injury to tangible property and arises out of Paragraph f. does not include that part of any "electronic data.” contract or agreement: C. The following definition is added to the (1) That indemnifies an architect, engineer or SECTION V — DEFINITIONS: surveyor for injury or damage arising out of: "Electronic data" means information, facts or (a) Preparing, approving or failing to programs stored as or on, created or used on, prepare or approve maps, shop or transmitted to or from computer software drawings, opinions, reports, surveys, (including systems and applications software), field orders, change orders or drawings hard or floppy disks, CD -ROMS, tapes, drives, and specifications; or cells, data processing devices or any other media which are used with electronically (b) Giving directions or instructions, or controlled equipment. failing to give them, if that is the primary cause of the injury or damage; D. For the purposes of the coverage provided by this endorsement, the definition of "property (2) Under which the insured, if an architect, damage" in SECTION V — DEFINITIONS is engineer or surveyor, assumes liability for replaced by the following: an injury or damage arising out of the insured's rendering or failure to render 17. "Property damage" means: professional services, including those listed a. Physical injury to tangible property, in (1) above and supervisory, inspection, including all resulting loss of use of that architectural or engineering activities. property. All such loss of use shall be 7. CONTRACTUAL LIABILITY FOR PERSONAL deemed to occur at the time of the AND ADVERTISING INJURY physical injury that caused it; Under SECTION I — COVERAGE B — PERSONAL b. Loss of use of tangible property that is ' AND ADVERTISING INJURY LIABILITY, not physically injured. All such loss of Paragraph 2. Exclusions is amended to delete use shall be deemed to occur at the exclusion e. Contractual Liability. time of the "occurrence" that caused it; 1 This provision 7. does not apply to any person or or organization who otherwise qualifies as an c. Loss of, loss of use of, damage to, additional insured on this Coverage Part. corruption of, inability to access, or inability to properly manipulate 8. ELECTRONIC DATA LIABILITY "electronic data," resulting from A. Under SECTION I — COVERAGE A — BODILY physical injury to tangible property. All INJURY AND PROPERTY DAMAGE, such loss of "electronic data" shall be Paragraph 2. Exclusions is amended to delete deemed to occur at the time of the exclusion p. Electronic Data and replace it with "occurrence" that caused it. the following: For the purposes of this insurance, [This insurance does not apply to:] "electronic data" is not tangible property. p. Electronic Data E. If Electronic Data Liability is provided at a higher limit by another endorsement attached to G- 18652 -J (Ed. 07 -12) ' Page 5 of 12 Copyright, CNA All Rights Reserved. CNA this policy, then the $100,000 limit provided by this Provision 8. Electronic Data Liability is part of, and not in addition to, that higher limit. 9. EXPANDED PERSONAL AND ADVERTISING INJURY - DISCRIMINATION OR HUMILIATION A. SECTION V — DEFINITIONS is amended to add the following to the definition of "Personal and advertising injury": h. Discrimination or humiliation that results in injury to the feelings or reputation of a natural person, but only if such discrimination or humiliation is: (1) Not done intentionally by or at the direction of: (a) The insured; or (b) Any "executive officer," director, stockholder, partner, member or manager (if you are a limited liability company) of the insured; and (2) Not directly or indirectly related to the employment, prospective employment, past employment or termination of employment of any person or persons by any insured. B. Under SECTION I — COVERAGE B — PERSONAL AND ADVERTISING INJURY LIABILITY, Paragraph 2. Exclusions is amended to add the following additional _ exclusions: [This insurance does not apply to:] Discrimination Relating To Room, Dwelling or Premises "Personal or advertising injury" caused by discrimination directly or indirectly related to the sale, rental, lease or sub -lease or prospective sale, rental, lease or sub -lease of any room, dwelling or premises by or at the direction of any insured. Fines Or Penalties Fines or penalties levied or imposed by a governmental entity because of discrimination. This provision 9. does not apply to any person or organization who otherwise qualifies as an additional insured on this Coverage Part. 10. EXPECTED OR INTENDED INJURY Under SECTION I — COVERAGE A — BODILY INJURY AND PROPERTY DAMAGE LIABILITY, Paragraph 2. Exclusions is G- 18652-J (Ed. 07 -12) Page 6 of 12 G- 18652 -J I (Ed. 07 -12) 1. Damages under Coverage B, regardless of amended to delete exclusion a. Expected or Intended Injury and replace it with the following: [This insurance does not apply to:] a. Expected or Intended Injury "Bodily injury" or "property damage" expected or intended from the standpoint of the insured. This exclusion does not apply to "bodily injury" or "property damage" resulting from the use of reasonable force to protect persons or property. 11. GENERAL AGGREGATE LIMITS OF INSURANCE - PER PROJECT A. For each construction project away from premises you own or rent, a separate Construction Project General Aggregate Limit, equal to the amount of the General Aggregate Limit, is the most we will pay for the sum of: 1. All damages under Coverage A, except damages because of "bodily injury" or "property damage" included in the "products- completed operations hazard "; and 2. All medical expenses under Coverage C, that arise from "occurrences" or accidents which can be attributed solely to ongoing operations at that construction project. Such payments shall not reduce the General Aggregate Limit shown in the Declarations, nor the Construction Project Aggregate Limit of any other construction project. B. All: 1. Damages under Coverage B, regardless of the number of locations or construction projects involved; 2. Damages under Coverage A, caused by "occurrences" which cannot be attributed solely to ongoing operations at a single construction project, except damages because of "bodily injury" or "property damage" included in the "products - completed operations hazard "; and 3. Medical expenses under Coverage C caused by accidents which cannot be attributed solely to ongoing operations at a single construction project, will reduce the General Aggregate Limit shown in the Declarations. Copyright, CNA All Rights Reserved. 1 ' Any action in rem against any vessel owned or operated by or for you, or chartered by or for you will be treated in the same manner as though the action were in personam against you. In rem is a term used to designate actions instituted against the thing, as distinct from actions against the person, which are said to be in personam. 13. INCIDENTAL HEALTH CARE MALPRACTICE COVERAGE A. With respect only to "bodily injury" that arises ' out of a "health care incident," COVERAGE A — BODILY INJURY AND PROPERTY DAMAGE LIABILITY OF SECTION I — COVERAGES is amended to replace Insuring Agreement Paragraphs 1.b.(1) and 1.b.(2) with the following: b. This insurance applies to "bodily injury" only ' if you are not in the business of providing professional health care services, and only if: (1) The "bodily injury" is caused by an "occurrence" that takes place in the "coverage territory." For the purpose of this insurance: ' G- 18652 -J (Ed. 07 -12) Page 7 of 12 G-1 8652-J (Ed. 07 -12) (a) "Bodily injury" caused by a "health care incident" will be considered caused by an "occurrence "; and (b) All acts, errors or omissions that are logically connected by any common fact, circumstance, situation, transaction, event, advice or decision will be considered to constitute a single "occurrence'; (2) The "bodily injury" occurs during the policy period. All "bodily injury" arising from an "occurrence" will be deemed to have occurred at the time of the first act, error, or omission that is part of the "occurrence "; and B. With respect only to the insurance provided by this Provision 13., Exclusion 2.e. Employer's Liability of SECTION I — COVERAGE A — BODILY INJURY AND PROPERTY DAMAGE, is amended to append the following: Only for "bodily injury" not covered by other liability insurance (including state - sanctioned self insurance) available to the insured (or which would be available but for exhaustion of its limits), this exclusion does not apply to "bodily injury" that arises out of a "health care incident." C. SECTION V — DEFINITIONS is amended to add the following new definition: "Health care incident" means a negligent act, error or omission by your "employees" or "volunteer workers" working on your behalf in the rendering of or failure to render professional health care services in any of the following capacities, or the related furnishing of food, beverages, medical supplies or appliances: a. Physician; b. Nurse; c. Emergency medical technician; d. Paramedic; e. Chiropractor; f. Dentist; g. Athletic trainer; h. Audiologist; L Physical therapist; j. Psychologist; k. Speech therapist; I. Other allied health professional; or ICopyright, CNA All Rights Reserved. 1 C. The limits shown in the Declarations for Each Occurrence, for Damage To Premises Rented To You and for Medical Expense continue to apply, but will be subject to either the Construction Project Aggregate Limit or the General Aggregate Limit, depending on whether ' the "occurrence" can be attributed solely to ongoing operations at a particular construction project. ' D. When coverage for liability arising out of the "products- completed operations hazard" is provided, any payments for damages because of "bodily injury" or "property damage" included "products- ' in the completed operations hazard," regardless of the number of locations involved will reduce the Products - Completed Operations Aggregate Limit shown in the Declarations. ' E. If a single construction project away from premises owned by or rented to the insured has been abandoned and then restarted, or if the authorized contracting parties deviate from plans, blueprints, designs, specifications or timetables, the project will still be deemed to be ' the same construction project. F. The provisions of SECTION III — LIMITS OF INSURANCE not otherwise modified by this endorsement shall continue to apply as ' stipulated. 12. IN REM ACTIONS ' Any action in rem against any vessel owned or operated by or for you, or chartered by or for you will be treated in the same manner as though the action were in personam against you. In rem is a term used to designate actions instituted against the thing, as distinct from actions against the person, which are said to be in personam. 13. INCIDENTAL HEALTH CARE MALPRACTICE COVERAGE A. With respect only to "bodily injury" that arises ' out of a "health care incident," COVERAGE A — BODILY INJURY AND PROPERTY DAMAGE LIABILITY OF SECTION I — COVERAGES is amended to replace Insuring Agreement Paragraphs 1.b.(1) and 1.b.(2) with the following: b. This insurance applies to "bodily injury" only ' if you are not in the business of providing professional health care services, and only if: (1) The "bodily injury" is caused by an "occurrence" that takes place in the "coverage territory." For the purpose of this insurance: ' G- 18652 -J (Ed. 07 -12) Page 7 of 12 G-1 8652-J (Ed. 07 -12) (a) "Bodily injury" caused by a "health care incident" will be considered caused by an "occurrence "; and (b) All acts, errors or omissions that are logically connected by any common fact, circumstance, situation, transaction, event, advice or decision will be considered to constitute a single "occurrence'; (2) The "bodily injury" occurs during the policy period. All "bodily injury" arising from an "occurrence" will be deemed to have occurred at the time of the first act, error, or omission that is part of the "occurrence "; and B. With respect only to the insurance provided by this Provision 13., Exclusion 2.e. Employer's Liability of SECTION I — COVERAGE A — BODILY INJURY AND PROPERTY DAMAGE, is amended to append the following: Only for "bodily injury" not covered by other liability insurance (including state - sanctioned self insurance) available to the insured (or which would be available but for exhaustion of its limits), this exclusion does not apply to "bodily injury" that arises out of a "health care incident." C. SECTION V — DEFINITIONS is amended to add the following new definition: "Health care incident" means a negligent act, error or omission by your "employees" or "volunteer workers" working on your behalf in the rendering of or failure to render professional health care services in any of the following capacities, or the related furnishing of food, beverages, medical supplies or appliances: a. Physician; b. Nurse; c. Emergency medical technician; d. Paramedic; e. Chiropractor; f. Dentist; g. Athletic trainer; h. Audiologist; L Physical therapist; j. Psychologist; k. Speech therapist; I. Other allied health professional; or ICopyright, CNA All Rights Reserved. AI , 1 Im. Provider of first aid or Good Samaritan services rendered in an emergency and for which no payment is demanded or received. D. SECTION I — COVERAGE A — BODILY INJURY AND PROPERTY DAMAGE, Paragraph 2. Exclusions is amended to add the hollowing additional exclusions. These new exclusions apply only to this Incidental Health :,are Malpractice Coverage: This insurance does not apply to:] (Dishonesty or Crime Any dishonest, criminal or malicious act, error or omission. Clinical Trials / Product Testing Acts, errors or omissions that occur in the ,course of human clinical trials or product testing. Medicare /Medicaid Fraud Medicare or Medicaid fraud or abuse. Services Excluded by Endorsement Any "health care incident" for which coverage is excluded by endorsement. E. SECTION V — DEFINITIONS is amended to add the following subparagraph to Paragraph f. :)f the definition of "insured contract ": Paragraph f. does not include that part of any contract or agreement: (4) Under which you assume another's tort liability for "bodily injury" arising out of the rendering of or failure to render professional health care services. F. SECTION II — WHO IS AN INSURED is amended to add the following provisions: 1. Your "employees" are insureds with respect to: a. "bodily injury" to a co- "employee" while in the course of the co- "employee's" employment by you or while performing duties related to the conduct of your business; and b. "bodily injury" to a "volunteer worker' while performing duties related to the conduct of your business; when such "bodily injury" arises out of a "health care incident." 2. Your "volunteer workers" are insureds with respect to: G- 18652-J (Ed. 07 -12) Page 8 of 12 G- 18652 -J a (Ed. 07 -12) a. "bodily injury" to a co- "volunteer worker" while performing duties related to the conduct of your business; and b. "bodily injury" to an "employee" while in the course of the "employee's" employment by you or while performing duties related to the conduct of your business; when such "bodily injury" arises out of a "health care incident." 3. Paragraphs 2.a. (1)(a), (b) and (c) of SECTION II — WHO IS AN INSURED do not apply to "bodily injury" for which insurance is provided this Provision 13. 4. Paragraph 2.a.(1)(d) of SECTION II — WHO IS AN INSURED is deleted. G. With respect to the insurance provided by this Provision 13., the following is added to Paragraph 4.b.(1) of SECTION IV— COMMERCIAL GENERAL LIABILITY CONDITIONS: To the extent this insurance applies, it is excess over any of the other insurance (including qualified self insurance), whether primary, excess, contingent or on any other basis, except for insurance purchased specifically by you to be excess of this policy. 14. JOINT VENTURES / PARTNERSHIP / LIMITED LIABILITY COMPANIES A. The following is added to SECTION II — WHO IS AN INSURED: 4. You are an insured when you had an interest in a joint venture, partnership or limited liability company which terminated or ended prior to or during this policy period, but only to the extent of your interest in such joint venture, partnership or limited liability company. This coverage does not apply: Copyright, CNA All Rights Reserved. a. Prior to the termination date of any joint venture, partnership or limited liability company; b. If there is other valid and collectible insurance purchased specifically to insure the partnership, joint venture or limited liability company; or c. To a joint venture, partnership or limited liability company which is or was insured under a "consolidated (wrap - up) insurance program." [Please see Item 26.C. of this endorsement 1 fl 0 t t ' G- 18652 -J (Ed. 07 -12) for the definition of "consolidated (wrap -up) Paragraphs (1), (3) and (4) of this exclusion program. "] do not apply to "property damage" (other B. The last paragraph of SECTION II — WHO IS than damage by fire) to premises rented to you or temporarily occupied by you with the AN INSURED is deleted and replaced by the permission of the owner, or to the contents ' following: Except as under the Contractors' of premises rented to you for a period of 7 or fewer consecutive days. A separate limit provided General Liability Extension Endorsement or by of insurance applies to Damage To the attachment of another endorsement (if any), Premises Rented To You as described in no person or organization is an insured with SECTION III — LIMITS OF INSURANCE. ' respect to the conduct of any current or past Paragraphs (3), (4), (5) and (6) of this partnership, joint venture or limited liability exclusion do not apply to liability assumed company that is not shown as a Named Insured under a sidetrack agreement. in the Declarations. ' 15. LEGAL LIABILITY /ALIENATED PREMISES/ Paragraph (6) of this exclusion does not apply to "property damage" included in the BORROWED EQUIPMENT "piroducts- completed operations hazard." ' A. Under SECTION 1 — COVERAGE A — BODILY B. Under SECTION I — COVERAGE A — BODILY INJURY AND PROPERTY DAMAGE, INJURY AND PROPERTY DAMAGE the last Paragraph 2. Exclusions is amended to delete paragraph of Paragraph 2. Exclusions is exclusion j. Damage to Property in its entirety deleted and replaced by the following. 1 and replace it with the following: [This insurance does not apply to:] Exclusions c. through n. do not apply to damage by fire to premises while rented to you j. Damage to Property or temporarily occupied by you with permission of the owner nor to the contents of premises "Property damage" to: rented to you for a period of 7 or fewer (1) Property you own, rent, or occupy; consecutive days. ' (2) Premises you sell, give away or A separate limit of insurance applies to this described in SECTION III LIMITS abandon, if the "property damage" coverage as — arises out of any part of those OF INSURANCE. premises; C. The following paragraph is added to SECTION ' (3) Property loaned to you; 111 — LIMITS OF INSURANCE: (4) Personal property in the care, custody Subject to 5. above, $25,000 is the most we will or control of the insured; pay under Coverage A for damages arising out of any one "occurrence" because of "property (5) That particular part of real property on damage" to tools or equipment loaned to you by which you or any contractors or others, that occurs while the equipment is being subcontractors working directly or used to perform operations. ' indirectly on your behalf are performing operations, if the "property damage" D. Paragraph 6. Damage To Premises Rented To arises out of those operations; or You Limit of SECTION III — LIMITS OF INSURANCE is replaced by the following: ' (6) That particular part of any property that must be restored, repaired or replaced 6. Subject to Paragraph 5. above, (the Each because "your work" was incorrectly Occurrence Limit), the Damage To performed on it. Premises Rented To You Limit is the most ' we will pay under SECTION — I — Paragraph (2) of this exclusion does not COVERAGE A for damages because of apply if the premises are "your work." "property damage" to any one premises Paragraphs (3) and (4) of this exclusion do while rented to you or temporarily occupied ' not apply to "property damage" to tools or by you with the permission of the owner, equipment loaned to you. A separate limit including contents of such premises rented of insurance applies to such tools or to you for a period of 7 or fewer consecutive equipment that are damaged while being days. The Damage To Premises Rented To ' used in your operations. You Limit is the greater of: a. $500,000; or ' G- 18652 -J (Ed. 07 -12) Page 9 of 12 ICopyright, CNA All Rights Reserved. b. The Damage To Premises Rented To You Limit shown in the Declarations. E. Paragraph 4.b.(1)(a)(ii) of SECTION IV— COMMERCIAL GENERAL LIABILITY CONDITIONS is deleted and replaced by the following: (ii) That is property insurance for premises rented to you, for premises temporarily occupied by you with the permission of the owner; or for personal property of others in your care, custody or control; F. This Provision 15. does not apply if Damage To Premises Rented To You Liability under SECTION — I — COVERAGE A is excluded by endorsement. 16. LIBERALIZATION CLAUSE If we adopt a change in our forms or rules which would broaden coverage for contractors under this endorsement without an additional premium charge, your policy will automatically provide the additional coverage as of the date the revision is effective in your state. 17. LIQUOR LIABILITY Under SECTION 1— COVERAGE A — BODILY INJURY AND PROPERTY DAMAGE, Paragraph 2. Exclusions is amended to delete exclusion c. Liquor Liability. THE; provision 17. does not apply to any person or organization who otherwise qualifies as an additional insured on this Coverage Part. 18. MEDICAL PAYMENTS A. Paragraph 7. Medical Expense Limit, of SECTION III — LIMITS OF INSURANCE is deleted and replaced by the following: 7. Subject to Paragraph 5. above (the Each Occurrence Limit), the Medical Expense Limit is the most we will pay under SECTION — I — COVERAGE C for all medical expenses because of "bodily injury" sustained by any one person. The Medical Expense Limit is the greater of: (1) $15,000; or (2) The amount shown in the Declarations for Medical Expense Limit. B. Paragraph 1.a.(3)(b) of SECTION I — COVERAGE C MEDICAL PAYMENTS, is replaced by the following: (b) The expenses are incurred and reported to us within three years of the date of the accident; and G- 18652 -J (Ed. 07 -12) Page 10 of 12 G- 18652 -J (Ed. 07 -12) This paragraph B. does not apply to medical expenses incurred in the state of Missouri. 19. NON -OWNED AIRCRAFT Under SECTION I — COVERAGE A — BODILY INJURY AND PROPERTY DAMAGE LIABILITY. Paragraph 2. Exclusions is amended such that exclusion g. Aircraft, Auto or Watercraft does not apply to an aircraft you do not own, provided that: 1. The pilot in command holds a currently effective certificate issued by the duly constituted authority of the United States of America or Canada, designating that person as a commercial or airline transport pilot; 2. The aircraft is rented to you with a trained, paid crew; and 3. The aircraft does not transport persons or cargo for a charge. 20. NON -OWNED WATERCRAFT Under SECTION I — COVERAGE A — BODILY INJURY AND PROPERTY DAMAGE LIABILITY, Paragraph 2. Exclusions is amended to delete subparagraph (2) of exclusion g. Aircraft, Auto or Watercraft and replace it with the following. [This exclusion does not apply to:] (2) A watercraft you do not own that is: (a) Less than 75 feet long; and (b) Not being used to carry persons or property for a charge. 21. PRIMARY AND NON - CONTRIBUTORY TO OTHERINSURANCE With respect to any person or organization that is an additional insured under this Coverage Part, the following is added to Paragraph 4. of SECTION IV — COMMERCIAL GENERAL LIABILITY CONDITIONS: If you have agreed in writing in a contract or agreement that this insurance is primary and non- contributory relative to an additional insured's own insurance, then this insurance is primary and we will not seek contribution from that other insurance. For the purpose of this Provision 21., the additional insured's own insurance means insurance on which the additional insured is a Named Insured. This Provision 21. does not apply in situations where the endorsement on this policy affording coverage to the additional insured specifies that this insurance is excess over any other insurance available to that additional insured. 22. PROPERTY DAMAGE — ELEVATORS Copyright, CNA All Rights Reserved. I J i q 1 I A. Under SECTION I — COVERAGE A — BODILY INJURY AND PROPERTY DAMAGE, Paragraph 2. Exclusions is amended such that exclusion k. Damage to Your Product, and subparagraph (3), (4) and (6) of exclusion j. Damage to Property do not apply "property damage" that results from the use of elevators. B. With respect only to the coverage provided by this endorsement, Condition 4. Other 26. Insurance in SECTION IV — COMMERCIAL GENERAL LIABILITY CONDITIONS is amended to add the following subparagraph b.(1)(a)(v): 4. Other Insurance b. Excess Insurance (1) This insurance is excess over: (a) Any of the other insurance, whether primary, excess, contingent or on any other basis: (v) That is Property insurance covering property of others damaged from the use of elevators. 23. SUPPLEMENTARY PAYMENTS A. Under Section I — Supplementary Payments — Coverages A and B, Paragraph 1.b., the limit of $250 shown for the cost of bail bonds is replaced by $5,000: B. In Paragraph 1.d., the limit of $250 shown for daily loss of earnings is replaced by $1,000. 24. UNINTENTIONAL FAILURE TO DISCLOSE HAZARDS �I G-1 8652-J (Ed. 07 -12) However, this waiver applies only when you have agreed in writing to waive such rights of recovery in a contract or agreement, and only if the contract or agreement: 1. Is in effect or becomes effective during the term of this policy; and 2. Was executed prior to loss. WRAP -UP EXTENSION: OWNER CONTROLLED INSURANCE PROGRAM, CONTRACTOR CONTROLLED INSURANCE PROGRAM OR CONSOLIDATED (WRAP -UP) INSURANCE PROGRAMS Note: The following provision does not apply to any public construction project in the state of Oklahoma, nor to any construction project in the state of Alaska, that is not permitted to be insured under a "consolidated (wrap -up) insurance program" by applicable state statute or regulation: If the endorsement EXCLUSION — CONSTRIUCTION WRAP -UP or another exclusionary endorsement pertaining to Owner Controlled Insurance Programs (O.C.I.P.) or Contractor Controlled Insurance Programs (C.C.I.P.) is attached to this policy, then the following changes apply: A. The following wording is added to the endorsement: With respect to a "consolidated (wrap -up) insurance program" project in which you are or were involved, this exclusion does not apply to those sums you become legally obligated to pay as damages because of: 1. "Bodily injury," "property damage," or " personal or advertising injury" that occurs during your ongoing operations at the project, or during such operations of anyone acting on your behalf; nor 2. "Bodily injury" or "property damage" included within the "products- completed operations hazard" that arises out of those portions of the project that are not "residential structures." B. SECTION IV — COMMERCIAL GENERAL LIABILITY CONDITIONS is amended to add the following subparagraph 4.b.(1)(c) to Condition 4. Other Insurance: [This insurance is excess over:] (c) Any of the other insurance whether primary, 1. Your ongoing operations; or excess, contingent or any other basis that is 2. "Your work" included in the "products completed insurance available to you as a result of operations hazard." your being a participant in a "consolidated (wrap -up) insurance program," but only as G- 18652 -J (Ed. 07 -12) Page 11 of 12 Copyright, CNA All Rights Reserved If unintentionally you should fail to disclose all existing hazards at the inception date of your policy, we will not deny coverage under this Coverage Part because of such failure. ' 25. WAIVER OF SUBGROGATION - BLANKET Under SECTION IV — COMMERCIAL GENERAL LIABILITY CONDITIONS, The Transfer Of Rights Of Recovery Against Others To Us Condition is ' amended by the addition of the following: We waive any right of recovery we may have ' against any person or organization because of payments we make for injury or damage arising out of: �I G-1 8652-J (Ed. 07 -12) However, this waiver applies only when you have agreed in writing to waive such rights of recovery in a contract or agreement, and only if the contract or agreement: 1. Is in effect or becomes effective during the term of this policy; and 2. Was executed prior to loss. WRAP -UP EXTENSION: OWNER CONTROLLED INSURANCE PROGRAM, CONTRACTOR CONTROLLED INSURANCE PROGRAM OR CONSOLIDATED (WRAP -UP) INSURANCE PROGRAMS Note: The following provision does not apply to any public construction project in the state of Oklahoma, nor to any construction project in the state of Alaska, that is not permitted to be insured under a "consolidated (wrap -up) insurance program" by applicable state statute or regulation: If the endorsement EXCLUSION — CONSTRIUCTION WRAP -UP or another exclusionary endorsement pertaining to Owner Controlled Insurance Programs (O.C.I.P.) or Contractor Controlled Insurance Programs (C.C.I.P.) is attached to this policy, then the following changes apply: A. The following wording is added to the endorsement: With respect to a "consolidated (wrap -up) insurance program" project in which you are or were involved, this exclusion does not apply to those sums you become legally obligated to pay as damages because of: 1. "Bodily injury," "property damage," or " personal or advertising injury" that occurs during your ongoing operations at the project, or during such operations of anyone acting on your behalf; nor 2. "Bodily injury" or "property damage" included within the "products- completed operations hazard" that arises out of those portions of the project that are not "residential structures." B. SECTION IV — COMMERCIAL GENERAL LIABILITY CONDITIONS is amended to add the following subparagraph 4.b.(1)(c) to Condition 4. Other Insurance: [This insurance is excess over:] (c) Any of the other insurance whether primary, 1. Your ongoing operations; or excess, contingent or any other basis that is 2. "Your work" included in the "products completed insurance available to you as a result of operations hazard." your being a participant in a "consolidated (wrap -up) insurance program," but only as G- 18652 -J (Ed. 07 -12) Page 11 of 12 Copyright, CNA All Rights Reserved Ldf Al respects your involvement in that "consolidated (wrap -up) insurance program." C. SECTION V — DEFINITIONS is amended to add the following definition: "Consolidated (wrap -up) insurance program" irneans a construction, erection or demolition project for which the prime contractor /project manager or owner of the construction project has secured general liability insurance covering :some or all of the contractors or subcontractors involved in the project, such as an Owner Controlled Insurance Program (O.C.I.P.) or Contractor Controlled Insurance Program (C.C.I. P.). "Residential structure" means any structure 'where 30% or more of the square foot area is All other terms and conditions of the Policy remain unchanged. G-1 8652-J (Ed. 07 -12) used or is intended to be used for human residency including but not limited to single or multifamily housing, apartments, condominiums, townhouses, co- operatives or planned unit developments and also includes their common areas and /or appurtenant structures (including pools, hot tubs, detached garages, guest houses or any similar structures). When there is no individual ownership of units, residential structure does not include military housing, college /university housing or dormitories, long term care facilities, hotels, or motels. Residential structure also does not include hospitals or prisons. This provision 26. does not apply to any person or organization who otherwise qualifies as an additional insured on this Coverage Part. This endorsement, which forms a part of and is for attachment to the Policy issued by the designated Insurers, takes effect on the effective date of said Policy at the hour stated in said Policy, unless another effective date is shown below, and expires concurrently with said Policy. G- 18652 -J (Ed. 07 -12) Page 1 of 12 Material used with permission of ISO Properties, Inc Copyright, CNA All Rights Reserved. J fl I!I t J n 9 mmw 1 .i COMMERCIAL AUTO CA 20 48 02 99 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. DESIGNATED INSURED 'I'his endorsement modrties insurance provided under the following: BUSINESS AUTO COVERAGE FORM GARAGE COVERAGE FORM MOTOR CARRIER COVERAGE FORM TRUCKERS COVERAGE FORM With rasped to coverage provided by this andorsemant, the provisions of the Coverage Form apply unless modified by this endorsement. This endorsement identifies person(s) or arganization(s) who are i-isureds" under the Who Is An Insured Provision of the Coverage Form. This endorsement does not alter coverage provided in the Coverage Form. This endorsement changes the policy effective or the Inception date of the policy unless another date Is indicafad below. 1 Endorsement Effective: I Countersigned BY: Named Insured: _......_m_....._........._. _. ........ _....__... _ ... ............._...__............ _. ..._ . ..... —__...] . ..... horized Representative� SCHEDULE Mama of Person(s) or Organization(s), ANY PERSON nR t'3RGzAVT.t?i' 707 Aq R.FQ- JTP.FD BY WR1TTEN CONTRACT OR AGREMaIT (It no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to the endorsement) Each parson or organization shown in the Schedule is an "insured" for Liability Coverage, but only to the extent that parson or organization qualifies as an 'Insured` under the Who Is An Insured Provision contained in Section tf of the Coverage Form. GA 20 48 02 29 Copyright, Insurance Services Office, Inc., 1998 pap 1 of i N O O 8 s e i� r e CrT.i POLICY DUMBER: COMMERCIAL AUTO CA 04 44 0310 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. 'WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US (WAIVER OF SUBROGATION) This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM BUSINESS AUTO PHYSICAL DAMAGE COVERAGE FORM GARAGE COVERAGE FORM MOTOR CARRIER COVERAGE FORM TRUCKERS COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by the ends Bement. This endorsement changes the policy effective on the inception date of the policy unless another date is indicated below. Named Ihsur®d: Endoraomsrrt Effective Date: FIT ?► Nan*s) Of Person(s) Or Organics): ANY PERSON OR ORGANIZATION FOR WHOM OR WHICH YOU ARE REQUIRED BY WRITTEN CONTRACT OR AGREEMENT TO OBTAIN THIS WAIVER FROM US. YOU MUST AGREE TO THAT RE UIF:ENiENT PRIOR TO LOSS. Information required to complete this Schedule, if not shown above, will be shown in the Declarations. The Trm=ter Of RIgMs Of Recovery Against Others To Um I�oncfit9on does not apply to the person(s) or organization(s) shown in the Schedule, but only to the extent that subrogation is waived prior to the 'accident' or the "loss' under a contract with that person or organization. CA 04 44 0310 Copyright, Insurance Services Office, Inc., 2009 Page 1011 t s ICNA63359XX ACKIFIA (Ed. 04/12) THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ' CONTRACTORS EXTENDED COVERAGE ENDORSEMENT - BUSINESS AUTO PLUS - ' This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM 1 1 1 I. LIABILITY COVERAGE A. Who Is An Insured The following is added to Section II, Paragraph A.1., Who Is An Insured: 1. a. Any incorporated entity of which the Named Insured owns a majority of the voting stock on the date of inception of this Coverage Form; provided that, b. The insurance afforded by this provision A.I. does not apply to any such entity that is an "insured" under any other liability "policy" providing "auto" coverage. 2. Any organization you newly acquire or form, other than a limited liability company, partnership or joint venture, and over which you maintain majority ownership interest. The insurance afforded by this provision A.2.: a. Is effective on the acquisition or formation date, and is afforded only until the end of the policy period of this Coverage Form, or the next anniversary of its inception date, whichever is earlier. b. Does not apply to: (1) "Bodily injury" or "property damage" caused by an "accident" that occurred before you acquired or formed the organization; or (2) Any such organization that is an "insured" under any other liability "policy" providing "auto" coverage. 3. Any person or organization that you are required by a written contract to name as an additional insured is an "insured" but only with respect to their legal liability for acts or omissions of a person, who qualifies as an "insured" under Section II — Who Is An Insured and for whom Liability Coverage is afforded under this policy. If required by written contract, this insurance will be primary and non - contributory to insurance on which the additional insured is a Named Insured. 4. An "employee" of yours is an "insured" while operating an "auto" hired or rented under a contract or agreement in that "ernployee's" name, with your permission, while performing duties related to the conduct of your business. "Policy," as used in this provision A. Who Is An Insured, includes those policies that were in force on the inception date of this Coverage Form but: 1. Which are no longer in force; or 2. Whose limits have been exhausted. B. Bail Bonds and Loss of Earnings Section II, Paragraphs A.2. (2) and A.2. (4) are revised as follows: 1. In a.(2), the limit for the cost of bail bonds is changed from $2,000 to $5,000; and 2. In a.(4), the limit for the loss of earnings is changed from $250 to $500 a day. C. Fellow Employee Section II, Paragraph B.5 does not apply. Such coverage as is afforded by this provision C. is excess over any other collectible insurance. II. PHYSICAL DAMAGE COVERAGE A. Glass Breakage — Hitting A Bird Or Animal — Falling Objects Or Missiles The following is added to Section III, Paragraph A.3.: With respect to any covered "auto," any deductible shown in the Declarations will not apply to glass breakage if such glass is repaired, in a manner acceptable to us, rather than replaced. B. Transportation Expenses Section III, Paragraph A.4.a. is revised, with respect to transportation expense incurred by you, to provide: a. $60 per day, in lieu of $20; subject to b. $1,800 maximum, in lieu of $600. CNA63359XX Copyright, CNA Corporation, 2000. Page 1 of 3 (Ed. 04/12) Includes copyrighted material of the Insurance Services Office used with its permission. CKra C. Loss of Use Expenses Section III, Paragraph AA.b. is revised, with respect to loss of use expenses incurred by you, to provide: a. $1,000 maximum, in lieu of $600. D. Hired "Autos" The following is added to Section III. Paragraph A.: 5. Hired "Autos" If Physical Damage coverage is provided under this policy, and such coverage does not extend to Hired Autos, then Physical Damage coverage is extended to: a. Any covered "auto" you lease, hire, rent or borrow without a driver; and b. Any covered "auto" hired or rented by your "employee" without a driver, under a contract in that individual "employee's" name, with your permission, while performing duties related to the conduct of your business. c. The most we will pay for any one "accident' or "loss" is the actual cash value, cost of repair, cost of replacement or $75,000, whichever is less, minus a $500 deductible for each covered auto. No deductible applies to "loss" caused by fire or lightning. d. The physical damage coverage as is provided by this provision is equal to the physical damage coverage(s) provided on your owned "autos." e. Such physical damage coverage for hired "autos" will: (1) Include loss of use, provided it is the consequence of an "accident" for which the Named Insured is legally liable, and as a result of which a monetary loss is sustained by the leasing or rental concern. (2) Such coverage as is provided by this provision will be subject to a limit of $750 per "accident." E. Airbag Coverage The following is added to Section III, Paragraph B.3.: The accidental discharge of an airbag shall not be considered mechanical breakdown. F. Electronic Equipment CNA63359XX (Ed. 04/12) Section Ill, Paragraphs B.4.c and B.4.d. are deleted and replaced by the following: c. Physical Damage Coverage on a covered "auto" also applies to "loss" to any permanently installed electronic equipment including its antennas and other accessories. d. A $100 per occurrence deductible applies to the coverage provided by this provision. G. Diminution In Value The following is added to Section III, Paragraph B.6.: Subject to the following, the "diminution in value" exclusion does not apply to: a. Any covered "auto" of the private passenger type you lease, hire, rent or borrow, without a driver for a period of 30 days or less, while performing duties related to the conduct of your business; and b. Any covered "auto" of the private passenger type hired or rented by your "employee" without a driver for a period of 30 days or less, under a contract in that individual "employee's" name, with your permission, while performing duties related to the conduct of your business. c. Such coverage as is provided by this provision is limited to a "diminution in value" loss arising directly out of accidental damage and not as a result of the failure to make repairs; faulty or incomplete maintenance or repairs; or the installation of substandard parts. d. The most we will pay for "loss" to a covered "auto" in any one accident is the lesser of: (1) $5,000; or (2) 20% of the "auto's" actual cash value (ACV). III. Drive Other Car Coverage — Executive Officers The following is added to Sections II and III: 1. Any "auto" you don't own, hire or borrow is a covered "auto" for Liability Coverage while being used by, and for Physical Damage Coverage while in the care, custody or control of, any of your "executive officers," except: a. An "auto" owned by that "executive officer" or a member of that person's household; or CNA63359XX Copyright, CNA Corporation, 2000, Page 2 of 3 (Ed. 04/12) Includes copyrighted material of the Insurance Services Office used with its permission. ] 1 1 u l a b. An "auto" used by that "executive officer" while working in a business of selling, servicing, repairing or parking "autos." Such Liability and /or Physical Damage Coverage as is afforded by this provision. (1) Equal to the greatest of those coverages afforded any covered "auto'; and (2) Excess over any other collectible insurance. 2. For purposes of this provision, "executive officer" means a person holding any of the officer positions created by your charter, constitution, by -laws or any other similar governing document, and, while a resident of the same household, includes that person's spouse. Such "executive officers" are "insureds" while using a covered "auto" described in this provision. IV. BUSINESS AUTO CONDITIONS A. Duties In The Event Of Accident, Claim, Suit Or Loss The following is added to Section IV, Paragraph A.2.a.: (4) Your "employees" may know of an "accident" or "loss." This will not mean that you have such knowledge, unless such "accident" or "loss" is known to you or if you are not an individual, to any of your executive officers or partners or your insurance manager. The following is added to Section IV, Paragraph A.2.b.: (6) Your "employees" may know of documents received concerning a "claim or "suit." This will not mean that you have such knowledge, unless receipt of such documents is known to you or if you are not an individual, to any of your executive officers or partners or your insurance manager. B. Transfer Of Rights Of Recovery Against Others To Us CNA63359XX (Ed. 04/12) 1 CNA63359XX (Ed. 04/12) The following is added to Section IV, Paragraph A.5. Transfer Of Rights Of Recovery Against Others To Us: We waive any right of recovery we may have, because of payments we make for injury or damage, against any person or organization for whom or which you are required by written contract or agreement to obtain this waiver from us. This injury or damage must arise out of your activities under a contract with that person or organization. You must agree to that requirement prior to an "accident" or "loss." C. Concealment, Misrepresentation or Fraud The following is added to Section IV, Paragraph B.2.: Your failure to disclose all hazards existing on the date of inception of this Coverage Form shall not prejudice you with respect to the coverage afforded provided such failure or omission is not intentional. D. Other-insurance The following is added to Section IV, Paragraph B.5.: Regardless of the provisions of Paragraphs 5.a. and 5.d. above, the coverage provided by this policy shall be on a primary non - contributory basis. This provision is applicable only when required by a written contract. That written contract must have been entered into prior to "Accident" or "Loss." E. Policy Period, Coverage Territory Section IV, Paragraph B. 7.(5).(a). is revised to provide: a. 45 days of coverage in lieu of 30 days. V. DEFINITIONS Section `✓. Paragraph C. is deleted and replaced by the following: "Bodily injury" means bodily injury, sickness or disease sustained by a person, including mental anguish, mental injury or death resulting from any of these. Copyright, CNA Corporation, 2000. Page 3 of 3 Includes copyrighted material of the Insurance Services Office used with its permission. 111/1112014 www.insurance.wa.gov/consumertoolkit/Company/CompeinyProfile.aspx?WAOIC=892 A Search > NATIONAL FIRE INSURANCE COMPANY OF HARTFORD NATIONAL FIRE INSURANCE COMPANY OF HARTFORD General I Contact Licensing Appointrne;AS I CORID!aintS Or, EN-S Natftnal Info I Ratings .. ...... .. . . ... . ....... Back to Search -- — - --- --- General information Name: NATIONAL FIRE INSURANCE COMPANY OF HARTFORD Corporate family group: CNN INS GRP Organization type: PROPERTY WAOIC: 892 NAIC: 20478 Status: ACTIVE Admitted date: 06/26/1890 Ownership type: STOCK Contact information Registered Mailing address address 333 S WABASH 333 S WABASH CHICAGO, IL 60604 CHICAGO, IL 60604 Telephone Telephone 312-822-5000 312-822-5000 Agents and agencies that represent this company (Appointments) View agents View agencies Company complaint history Vlew,cornp!aints Disciplinary orders 2008-2014 http://www.insurance.wa.gov/consumertoolkit/Company/CompanyProfile.aspx?WAOIC=892 1/2 10117/2014 www. insurance. wa. gov /consumertoolkit / Company /CompanyProfile.aspx ?WAOIC =892 No disciplinary orders are found I The orders posted here are unverified electronic duplicates of the official orders actually entered. To be certain you have the official version of the order as entered, request a hard copy from Renee Molnes at 360 - 725 -7047 or 0 email legal @oic.wa.gov. Looking for other orders? Our orline orders search allows you to search a ten year history of all orders, including enforcement orders, administrative orders, and general orders. National information on insurance companies Want more information about this company? The NAIC's Consumer Information (CIS) page, allows you to retrieve national financial and complaint information on Insurance companies, plus has information and tips to help you understand current insurance issues. •Jck, t? f -F. Ratings by financial organizations The following organizations rate insurance companies on their financial strength and stability. Some of these companies charge for their services. A.M. Best Weiss Groin Ratings. Standard and Poor's Corp i Moody's investors Service I Fitch IBCA, DUff and Phelps Ratings a E� http: / /www.insurarn;e.wa. gov/ consumertoolkitICompany /CompanyProfile.aspx ?WAOIC =892 2/1 1011712014 www.insurance.wa.gov/consumertoolkit/Company/CompanyProfile.aspx?WAOIC=55 Search > AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA AMER" I CA INJI CASUALTY COMPANY OF READINGf PENNSYLVANIA Genera! Contact I Licensing Appointments I Conpfain- Order N t onal Info I Ratings LS a Back to Search General informatior Contact information Name: AMERICAN CASUALTY COMPANY OF READING, Registered address Mailing address PENNSYLVANIA 100 MATSONFORD RD 333 S WABASH Corporate family group: CNA INS GRP STE 200 CHICAGO, IL 60604 Organization type: PROPERTY RADNOR, PA 19087 WAOIC: 55 NATO: 20427 Status: ACTIVE Admitted date: 09/22/1939 Ownership type: STOCK r•, back to c30 Telephone Telephone 312-822-5000 312-822-5000 Types of coverage authorized to sell Insurance types r °- Casualty 'Disability :Marine ' Ocean Marine .Property :Surety 'Vehicle Agents and agencies that represent this company (Appointments) hG View agents view agencies r .. Company complaint history View complaints rt�: =k 5'( citi Disciplinary orders 2008-2014 http://www.insurance.wa.gov/consumertoolkit/Company/CompanyProfile.aspx?WAOIC=55 [W4 10/17/2014 www. insurance. wa. gov /consumertoolkit / Company /CompanyProfile.aspx ?WAOIC =55 No disciplinary orders are found The orders posted here are unverified electronic duplicates of the official orders actually entered. To be certain you have the official version of the order as entered, request a hard copy from Renee Molnes at 360 - 725 -7047 or email legal @oic.wa.gov. Looking for other orders? Our on orders search allows you to search a ten year history of all orders, including enforcement orders, administrative orders, and general orders. t, toQ National information on insurance companies Want more information about this company? The NAIC's Consumer Information (CiS) page allows you to retrieve national financial and complaint information on insurance companies, plus has information and tips to help you understand current insurance issues. at_,.te Ratings by financial organizations The following organizations rate insurance companies on their financial strength and stability. Some of these companies charge for their services. A.M. Best Weiss Cro4,) Ratings Standard and Poor's Cora Ivloody`s investors Service Itch iSCA, muff_ and Phelps Ratings lad t, tD s 1 fl 1 H http: / /www.insurance.wa. gov /consumertoolkitI Company /CompanyProfile.aspx ?WAOIC =55 2) 1 1 1 1 1 1 1 1 1 1011712014 A www.insurance.wa.gov/consumertoolkit/Company/CompanyProfile.aspx?WAOIC=336 RIET-01 �!Rffffi LIU ILI, Milk MIS qilq%gkiqn 11511 0 WL I-I, 13-11011 General Contact I Licensing I Appointrne llts Complaints I Orders National Info I Radngs .... ........ .... ...... ... Back to Search "Ifforl, Name: CONTINENTAL CASUALTY COMPANY Registered address Mailing address Corporate family group: CNA INS GRP 333 S WABASH 333 S WABASH Organization type: PROPERTY CHICAGO, IL 60604 CHICAGO, IL 60604 WAOIC: 336 NAIC: 20443. status: ACTIVE Admitted date: 03/23/1948 Ownership type: STOCK back tG,tcj? Telephone Telephone 312-822-5000 312-822-5000 Agents and agencies that represent this company (Appointments) View agents view agencies bark r'... Company complaint history View complaints; .......... ... Disciplinary orders 2008-2014 No disciplinary orders are found Ihttp://www.insurance.wa.gov/consumertoolkit/Company/CompanyProfile.aspx?WAOIC=336 1/2 10/17/2014 www. insurance. wa. gov /consumertoolkit / Company /CompanyProfile.aspx ?WAOIC =336 The orders posted here are unverified electronic duplicates of the official orders actually entered. To be certain you have the official version of the order as entered, request a hard copy from Renee Molnes at 360 - 725 -7047 or email legal @oic.wa.gov. Looking for other orders? Our online orders search allows you to search a ten year history of all orders, including enforcement orders, administrative orders, and general orders. .ack Co fob] National information on insurance companies Want more information about this company? The NAIC's Consumer Information (CIS) page allows you to retrieve national financial and complaint information on insurance companies, plus has information and tips to help you understand current insurance issues. The following organizations rate insurance companies on their financial strength and stability. Some of these companies charge for their services. A.M. Best :Weiss Grour Ratings Standard and Poor's Corp Moody`s Investors Service ,Fitch ch.IBCA, Duff.a,nd.,.Phelps ...Ratings blrK tG tC� http: / /www.insurance.wa. gov / consumertoolkit/ Company /CompanyProfile.aspx ?WAOIC =336 10/17/2014 www. insurance. wa. gov /consumertoolkit/ Company /CompanyProfile.aspx ?WAOIC =338 Search > CONTINENTAL INSURANCE COMPANY THE colrNITINENTAL I SUR"ANCE (..'O PANY THE General I Contact Licensing I Appointments � Camplaints � Orders I Nat,enal Info I Ratings Back to Search. General information Contact information Name: CONTINENTAL INSURANCE COMPANY THE Registered address Mailing address Corporate family group: CNA INS GRP 0000 MATSONFORD RD STE 333 S Wabash Ave Organization type: PROPERTY RADNOR, PA 19087 Chicago, IL 60604 WAOIC: 338 Telephone Telephone NAIC: 35289 312 - 822 -5000 312 - 822 -5000 Status: ACTIVE Admitted date: 06/26/1890 ' Ownership type: STOCK b??c'S._t?_tr Ip Types of coverage authorized to sell ' Insurance types Casualty Disability Marine Ocean Marine Property { Surety Vehicle _..... ......_... _... _..... _ ha to t:;p Agents and agencies that represent this company y (Appointments)t t,, View agents ; View agencies .................... Company complaint history View complaints; hock to. �n 1 Disciplinary orders 2008 -2014 No disciplinary orders are found http: / /www.insurance.wa. gov /consumertoolkit/ Company /CompanyProfile.aspx ?WAOIC =338 1/2 10/17/2014 www. insurance. wa. gov /consumertoolkit/ Company /CompanyProfile.aspx ?WAOIC =338 The orders posted here are unverified electronic duplicates of the official orders actually entered. To be certain you have the official version of the order as entered, request a hard copy from Renee Molnes at 360 - 725 -7047 or email legal @oic.wa.gov. Looking for other orders? Our online orders search allows you to search a ten year history ........................................... ............................... of all orders, including enforcement orders, administrative orders, and general orders. '3CrC CO F.`.O National information on insurance companies IF, i Want more information about this company? The AIC's Consumer Information (CIS) page allows you to retrieve national financial and complaint information on insurance companies, plus has information and tips to help you understand current insurance issues. Ratings by financial organizations The following organizations rate insurance companies on their financial strength and stability. Some of these companies charge for their services. A.M. Best Weiss Grouf. Ratings Standard and Poor's Corp - Moody's Investors Service o=uch g.BCA, ;Duff and Phelps Rat ings 1 n I� 1 http: / /www.insuranc:e.wa. gov /consumertoolkitI Company /CompanyProfile.aspx ?WAOIC =338 2/1 tSCHEDULE OF WORKING HOURS CITY OF YAKIMA ' WEST YAKIMA IRRIGATION SYSTEM PHASE 2 IMPROVEMENTS CITY OF YAKIMA PROJECT NO. IR2323 HtA PROJECT NO. 14055 Work, the time working hours for this In accordance with Section 1- 08.0(2) Hours of normal straight project will be from -7, a.m. to p.m., 5 .. days per week. It is understood that normal straight time working All hours ' hours shall not exceed 40 hours per week, regardless of the number of days worked per week. worked in excess of 40 hours per week shall be considered as overtime hours subject to the reimburse- ment provisions of Section 1 -08.0(2) Hours of Work. ' Overtime hours are defined as any hours in excess of or outside of the above normal straight time working hours when the Contractor and/or his subcontractors are on the project site performing work. ' I hereby certify that my subcontractors have been notified of the normal straight time working hours provisions of this project and understand that Engineer /Contracting Agency costs for overtime hours will be deducted from amounts due to me for work performed on the project f�,t/ �•�J�YuC,�;ivC, Contractor Signature 1 01i t Date 1 ' GAPROJECTS1,2 01 411 4 0 55N4055 Spec.dccx 4 -7 1 1 1 1 1 1 1 1 1 1 1 CITY OF YAKIMA SUBCONTRACTOR'S CERTIFICATION Subcontractor's Certification is not required at the time of bid. This Certification must be completed by each subcontractor prior to award of any subcontract: certifies that: (SUBCONTRACTOR) 1. It intends to use the following listed construction trades in the work under the subcontract: and; As to those trades for which it is required by these Bid Conditions to comply with these Bid Conditions, it adopts the minimum minority and women workforce utilization goals and the specific affirmative action steps for all construction work (both federal and non - federal) in the Yakima, Washington area subject to these Bid Conditions, those trades being: and:; 2. It will provide to the Contractor prior to the award of any subcontract, the Subcontractor Certification required by these Bid Conditions. (Signature of Authorized Representative of Subcontractor) GAPROJECTST014114055 \14055 Spec.docx 4 -8 u 1 n fl 1 SECTION 5 - LABOR STANDARDS AND WAGE RATE CONDITIONS IGAPROJECTS\2014 \14055 \14055 Spec.docx 5 -1 Iii ILA PREVAILING WAGE RATES The prevailing rate of wages to be paid to all workmen, laborers, or mechanics employed in the performance of any part of this Contract shall be in accordance with the provisions of Chapter 39.12 RCW, as amended. The rules and regulations of the Department of Labor and Industries and the schedule of prevailing wage rates for the locality or localities where this Contract will be performed as determined by the Industrial Statistician of the Washington State Department of Labor and Industries, are by reference made a part of this Contract. A schedule of prevailing wage rates is included in these Specifications. Inasmuch as the CONTRACTOR will be held responsible for paying this schedule of wages, it is imperative that all contractors and subcontractors familiarize themselves with the current wage rates before submitting bids based on these Specifications. Before any payment is made by the local government body of any sunns due under this Contract, the local government body must receive from the CONTRACTOR and each subcontractor a copy of the "Statement of Intent to Pay Prevailing Wages" approved by the Washington State Department of Labor ' and Industries. Following the acceptance of the project, the Contracting Agency must receive from the CONTRACTOR and each subcontractor a copy of "Affidavit of Wages Paid" and, in addition, from the prime contractor a copy of "Release for the Protection of Property Owners and General Contractor," all approved by the Washington State Department of Labor and Industries. Forms may be obtained from the ' Department of Labor and Industries. The CONTRACTOR and each subcontractor shall pay all fees associated with and make all applications directly to the Department of Labor and Industries. These affidavits will be required before any funds retained, according to the provisions of RCW 60.28.010, are released to the CONTRACTOR. Payment by the CONTRACTOR and subcontractor of any fees shall be considered incidental to the construction and all costs shall be included in other pay items of the project. The Contractor and all Subcontractors shall also be required to submit certified weekly payroll forms with ' an accompanying "Statement of Compliance" so that payment of prevailing wage rates and fringe benefits may be verified. Certified payrolls must be completed using the U.S. Department of Labor Payroll Form WH347 found at www.dol.gov. Certified payrolls are required to be submitted by the Contractor to the Engineer, for the Contractor, all Subcontractors, and lower tier subcontractors. If these certified payrolls are not supplied within ten calendar days of the end of the preceding weekly payroll period, any or all payments may be withheld ' until compliance is achieved. Failure to provide these payrolls could also result in other sanctions as provided by State laws (RCW 39.12.050) and /or Federal regulations (29 CFR 5.12). All certified payrolls shall be complete and explicit. Employee labor descriptions used on certified payrolls shall coincide exactly with the labor descriptions listed on the minimum wage schedule in the Contract unless the Engineer approves an alternate method to identify the labor used by the Contractor to compare with the labor listed in the Contract Provisions. When an apprentice is shown on the certified payroll at a rate less than the minimum prevailing journey wage rate, the apprenticeship registration number for that employee from the State Apprenticeship and Training Council shall be shown along with the correct Employee classification code. IG: \PROJECTS\2014 \14055 \14055 Spec.docx 5 -2 1 1 1 1 1 1 1 1 1 1 1 Page 1 of 16 State of Washington Department of Labor & Industries Prevailing Wage Section - Telephone 360- 902 -5335 PO Box 44540, Olympia, WA 98504 -4540 Washington State Prevailing Wage The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of fringe benefits. On public works projects, worker's wage and benefit rates must add to not less than this total. A brief description of overtime calculation requirements are provided on the Benefit Code Key. Journey Level Prevailing Wage Rates for the Effective Date: 10/2/14 :Count Trade Job Classification Wage Holiday Overtime Note' Yakima Asbestos Abatement Workers Journey Level $17.83 1 f ,Yakima Boilermakers Journey Level $64.44 5N 1C (Yakima Brick Mason Journey Level $43.35 5A 1M Nakima Building Service Employees Janitor $9.32 1 j Yakima Building_Service Employees Shampooer $11.14 1 Yakima Building Service Employees Waxer $9.32 1 ;Yakima Building Service Employees Window Cleaner $9.32 1 Yakima Cabinet Makers (In Shop) Journey Level $16.35 jYakima Carpenters Journey Level $29.72 1 ! Yakima Cement Masons Journey Level $38.85 7B 1 N lYakima Divers Et Tenders Diver $105.371 5D 1M 8A ,Yakima Divers Et Tenders Diver On Standby $59.50 5D 1M 1 ;Yakima Divers Et Tenders Diver Tender $54.82 5D 1M I ;Yakima Divers Et Tenders Surface Rcv Et Rov Operator $54.82 5D 1M ;Yakima { Divers Et Tenders Surface Rcv Et Rov Operator Tender $51.07 5A 1B iYakima Dredge Workers Assistant Engineer $53.00 5D 3F ;Yakima Dredge Workers Assistant Mate (Deckhand) $52.58 5D 3F ;Yakima Dredge Workers Boatmen $52.30 5D 3F ,Yakima Dredge Workers Engineer Welder $54.04 5D 3F I 'Yakima Dredge Workers Leverman, Hydraulic $55.17 5D 3F { °Yakima Dredge Workers Mates $52.30 5D 3F ;Yakima Dredge Workers Oiler $52.58 5D 3F j ;Yakima Drywall Applicator Journey Level $40.13 5D 1M f i Yakima Drywall Tapers Journey Level $35.00 7E 1P ' a 'Yakima Electrical Fixture Maintenance Workers Journey Level $43.32 1 1 ?Yakima Electricians - Inside Cable Splicer $57.94 5A 1E lYakima Electricians - Inside Journey Level $55.98 5A 1 E i F ,Yakima JELectricians - Inside Welder 1 $59.911 5A 1 E https://fortress.wa.gov/lni/wagelookup/PrvWagelookup.aspx 9/8/2014 Page 2 of 16 Yakima Electricians - Motor Shop Craftsman $15.37 1 ;Yakima Electricians - Motor Shop Journey Level $14.69 1 'Yakima Electricians - Powerline Construction Cable Splicer $68.33 5A 4A ;Yakima Electricians - Powerline Construction Certified Line Welder $62.50 5A 4A :Yakima Electricians - Powerline Construction Groundperson $42.56 5A 4A 'Yakima Electricians - Powerline Construction Heavy Line Equipment Operator $62.50 5A 4A z Yakima Electricians - Powerline Construction Journey Level Lineperson $62.50 5A 4A ;Yakima Electricians - Powerline Construction Line Equipment Operator $52.47 5A 4A ,Yakima Electricians - Powerline Construction Pole Sprayer $62.50 5A 4A } ;Yakima Electricians - Powerline Construction Powderperson $46.55 5A 4A 'Yakima Electronic Technicians Journey Level $23.40 1 y 'Yakima Elevator Constructors Mechanic $80.14 7D 4A ?Yakima Elevator Constructors Mechanic In Charge $86.77 7D 4A ;Yakima Fabricated Precast Concrete Craftsman - In- Factory Work Only $9.32 1 Products 3Yakima Fabricated Precast Concrete Journey Level - In- Factory Work Only $9.32 1 Products ,Yakima Fence Erectors Fence Erector $13.79 1 ;Yakima Fla��ers Journey Level $24.62 1 ;Yakima Glaziers Journey Level $22.43 61 1 B a (Yakima Heat Et Frost Insulators And Journey Level $25.32 1 Asbestos Workers ;Yakima Heating Equipment Mechanics Journey Level $34.85 1 ;Yakima Hod Carriers Et Mason Tenders Journey Level $35.23 7A 31 Yakima Industrial Power Vacuum Journey Level $9.32 1 a Cleaner 'Yakima Inland Boatmen Journey Level $9.32 1 3 'Yakima j Inspection /Cleaning /Sealing Cleaner Operator, Foamer Operator $9.73 1 Of Sewer Et Water Systems By Remote Control Nakima Inspection /Cleaning /Sealing Grout Truck Operator $11.48 1 Of Sewer Et Water Systems By Remote Control ;Yakima Inspection /Cleaning /Sealing Head Operator $12.78 1 j Of Sewer Et Water Systems By Remote Control `Yakima Inspection /Cleaning /Sealing Technician $9.32 1 Of Sewer 8: Water Systems By Remote Control :Yakima Inspection /Cleaning /Sealing Tv Truck Operator $10.53 1 Of Sewer Et Water Systems By Remote Control https:H fortress. wa. gov/ lni /wagelookup /prvWagelookup.aspx 9/8/2014 1 1 r^ Page 3 of 16 Yakima Insulation Applicators Journey Level 1 $40.131 5D I 1M ;Yakima Ironworkers Journeyman $54.69 7N 10 ;Yakima ;Yakima Laborers Laborers Air, Gas Or Electric Vibrating Screed Airtrac Drill Operator $34.07 $35.23 7A 7A 31 31 ;Yakima Laborers Ballast Regular Machine $34.07 7A 31 ;Yakima Laborers Batch Weighman $32.14 7A 31 ;Yakima Laborers Brick Pavers $34.07 7A 31 !Yakima Laborers Brush Cutter $34.07 7A 31 Yakima Laborers Brush Hog Feeder $34.07 7A 31 ;Yakima Laborers Burner $34.07 7A 31 ?Yakima Laborers Caisson Worker $35.23 7A 31 ;Yakima Laborers Carpenter Tender $34.071 7A 31 j ,Yakima Laborers Cement Dumper - paving $34.81 7A 31 !Yakima Laborers Cement Finisher Tender $34.07 7A 31 Yakima Laborers Change House Or Dry Shack $34.07 7A 31 ;Yakima Laborers Chipping Gun (under 30 Lbs.) $34.07 7A 31 Yakima Laborers Chipping Gun(30 Lbs. And Over) $34.81 7A 31 I ;Yakima Laborers Choker Setter $34.07 7A 31 Yakima Laborers Chuck Tender $34.07 7A 31 !Yakima Laborers Clary Power Spreader $34.81 7A 31 i ;Yakima Laborers Clean -up Laborer $34.07 7A 31 ?Yakima Laborers Concrete Dumper /chute Operator $34.81 7A 31 'Yakima Laborers Concrete Form Stripper $34.07 7A 31 ;Yakima Laborers Concrete Placement Crew $34.81 7A 31 !Yakima Laborers Concrete Saw Operator /core Driller $34.81 7A 31 i ;Yakima Laborers Crusher Feeder $32.14 7A 31 !Yakima Laborers Curing Laborer $34.07 7A 31 s !Yakima Laborers Demolition: Wrecking Et Moving (incl. Charred Material) $34.07 7A 31 !Yakima Laborers Ditch Digger $34.07 7A 31 ?Yakima Laborers Diver $35.23 7A 31 'Yakima ? Laborers Drill Operator (hydraulic, diamond) $34.81 7A 31 :Yakima Laborers Dry Stack Walls $34.07 7A 31 ;Yakima Laborers Dump Person $34.07 7A 31 ;Yakima Laborers Epoxy Technician $34.07 7A 31 Yakima Laborers Erosion Control Worker $34.07 7A 31 !Yakima Laborers Faller 8t Bucker Chain Saw $34.81 7A 31 s ;Yakima Laborers Fine Graders $34.07 7A 31 1 `Yakima Laborers Firewatch $32.14 7A 31 ! ;Yakima Laborers Form Setter $34.07 7A 31 Yakima I Laborers Gabian Basket Builders $34.071 7A 31 Ihttps: // fortress. wa. gov/ lni /wagelookup /prvWagelookup.aspx 9/8/2014 Page 4 of 16 Yakima Laborers General Laborer $34.07 7A 31 'Yakima Laborers Grade Checker Et Transit Person $35.23 7A 31 'Yakima Laborers Grinders $34.07 7A 31 ;Yakima Laborers Grout Machine Tender $34.07 7A 31 'Yakima Laborers Groutmen (pressure)including Post Tension Beams $34.81 7A 31 ;Yakima Laborers Guage and Lock Tender $35.33 7A 31 8 'Yakima Laborers Guardrail Erector $34.07 7A 31 Yakima Laborers Hazardous Waste Worker (level A) $35.23 7A 31 ;Yakima Laborers Hazardous Waste Worker (level B) $34.81 7A 31 ;Yakima Laborers Hazardous Waste Worker (level C) $34.07 7A 31 ,Yakima Laborers High Scaler $35.231 7A 31 Yakima Laborers Jackhammer $34.81 7A 31 'Yakima Laborers Laserbeam Operator $34.81 7A 31 'Yakima Laborers Maintenance Person $34.07 7A _ 31 4 Yakima Laborers Manhole Builder - mudman $34.81 7A 31 IYakima Laborers Material Yard Person $34.07 7A 31 ;Yakima Laborers Motorman -dinky Locomotive $34.81 7A 31 f %Yakima 5 Laborers Nozzleman (concrete Pump, Green Cutter When Using Combination Of High Pressure Air Et Water On Concrete Et Rock, Sandblast, Gunite, Shotcrete, Water Bla $34.81 7A 31 ;Yakima Laborers Pavement Breaker $34.81 7A 31 ;Yakima (Laborers Pilot Car $32.14 7A 31 'Yakima ALaborers Pipe Layer(lead) $35.23 7A 31 'Yakima Laborers Pipe Layer /tailor $34.81 7A 31 'Yakima (Laborers ;Yakima Laborers Pipe Pot Tender Pipe Reliner $34.81 $34.81 7A 7A 31 31 :Yakima Laborers Pipe Wrapper $34.81 7A 31 Yakima Laborers Pot Tender $34.07 7A 31 'Yakima Laborers Powderman $35.23 7A 31 :Yakima Laborers Powderman's Helper $34.07 7A 31 ,Yakima Laborers Power Jacks $34.81 7A 31 :Yakima Laborers Railroad Spike Puller - Power $34.81 7A 31 ;Yakima Laborers Raker - Asphalt $35.23 7A 31 ,,Yakima Laborers Re- timberman $35.231 7A 31 'Yakima Laborers Remote Equipment Operator $34.81 7A 31 ;Yakima Laborers Ri er /si nal Person gg g $34.81 7A _ 31 _ 'Yakima Laborers Rip Rap Person $34.07 7A 31 Yakima Laborers Rivet Buster $34.81 7A 31 Yakima I Laborers IRodder $34.81 7A 31 https:// fortress. wa. gov/ lni /wagelookup /prvWagelookup.aspx 9/8/2014 1 1 s 1 t Page 5 of 16 Yakima Laborers Scaffold Erector $34.07 7A 31 !Yakima Laborers Scale Person $34.07 7A 31 ;Yakima Laborers Roper (over 20 ") $34.81 7A 31 Yakima Laborers Sloper Sprayer $34.07 7A 31 jYakima Laborers Spreader (concrete) $34.81 7A 31 ;Yakima Laborers Stake Hopper $34.07 7A 31 jYakima Laborers Stock Piler $34.07 7A 31 ;Yakima Laborers Tamper Et Similar Electric, Air It Gas Operated Tools $34.81 7A 31 Yakima Laborers Tamper (multiple Et Self- propelled) $34.81 7A 31 'Yakima Laborers Timber Person - Sewer (lagger, Shorer Et Cribber) $34.81 7A 31 ;Yakima Laborers Toolroom Person (at Jobsite) $34.07 7A 31 ;Yakima Laborers Topper $34.07 7A 31 iYakima Laborers Track Laborer $34.07 7A 31 ' ;Yakima Laborers Track Liner (power) $34.81 7A 31 jYakima Laborers Traffic Control Laborer $34.07 7A 31 811 g ;Yakima Laborers Traffic Control Supervisor $34.07 7A 31 811 !Yakima Laborers Truck Spotter $34.07 7A 31 i ;Yakima Laborers Tugger Operator $34.81 7A 31 !Yakima Laborers Tunnel Work -Miner $35.33 7A 31 8D ;Yakima Laborers Vibrator $34.81 7A 31 i ,Yakima Laborers Vinyl Seamer $34.07 7A 31 3 ,Yakima Laborers Watchman $29.33 7A 31 ! jYakima Laborers Welder $34.81 7A 31 ;Yakima Laborers Well Point Laborer $34.81 7A 31 !Yakima Laborers Window Washer /cleaner $29.33 7A 31 'Yakima j Laborers - Underground Sewer General Laborer Et Topman $34.07 7A 31 i j Et Water 'Yakima Laborers - Underground Sewer Pipe Layer $34.81 7A 31 Et Water 1Yakima Landscape Construction Irrigation Or Lawn Sprinkler Installers $9.32 1 jYakima Landscape Construction Landscape Equipment Operators Or Truck Drivers $15.45 1 i ?Yakima Landscape Construction Landscaping Or Planting Laborers $9.32 1 1 jYakima Lathers Journey Level $40.13 5D 1M jYakima Marble Setters Journey Level $43.35 5A 1M i jYakima Metal Fabrication (In Shop) Fitter $12.00 1 !Yakima Metal Fabrication (In Shop) Laborer $10.31 1 jYakima Metal Fabrication (In Shop) Machine Operator $11.32 1 i ;Yakima Metal Fabrication (In Shop) Painter $12.00 1 ;Yakima Metal Fabrication (In Shop) Welder $11.32 1 j ;Yakima Millwright Journey Level $26.05 1 ;Yakima Modular Buildings lJourney Level $14.11 1 Ihttps:// fortress. wa. gov/ lni /wagelookup /prvWagelookup.aspx 9/8/2014 Page 6 of 16 Yakima Painters Journey Level $29.361 6Z 1W ;Yakima Pile Driver Journey Level $52.03 5D 1M ,,Yakima Plasterers Journey Level $50.42 1R 'Yakima PlayQround Et Park Equipment Journey Level $9.32 1 Installers 'Yakima Plumbers Et Pipefitters Journey Level $76.31 6Z 1g !Yakima Power Equipment Operators Asphalt Plant Operators $55.24 7A 3C 8P 'Yakima Power Equipment Operators Assistant Engineer $51.77 7A 3C 8P )Yakima Power Equipment Operators Barrier Machine (zipper) $54.75 7A 3C 8P ;Yakima Power Equipment Operators Batch Plant Operator, Concrete $54.75 7A 3C 8P ;Yakima Power Equipment Operators Bobcat $51.77 7A 3C 8P Yakima ' Power Equipment Operators Brokk - Remote Demolition Equipment $51.77 7A 3C 8P :Yakima Power Equipment Operators Brooms $51.77 7A 3C 8P 'Yakima Power Equipment Operators Bump Cutter $54.75 7A 3C 8P Yakima Power Equipment Operators Cableways $55.24 7A 3C 8P 'Yakima Power Equipment Operators Chipper $54.75 7A 3C 8P q 'Yakima Power Equipment Operators Compressor $51.77 7A 3C 8P '. 'Yakima Power Equipment Operators Concrete Pump: Truck Mount With Boom Attachment Over 42 M $55.24 7A 3C 8P 3 ;Yakima Power Equipment Operators Concrete Finish Machine -laser Screed $51.77 7A 3C 8P Yakima i Power Equipment Operators Concrete Pump - Mounted Or Trailer High Pressure Line Pump, Pump High Pressure. $54.33 7A 3C 8P 'Yakima Power Equipment Operators Concrete Pump: Truck Mount With Boom Attachment Up To 42m $54.75 7A 3C 8P Yakima Power Equipment Operators Conveyors $54.33 7A 3C 8P )Yakima Power Equipment Operators Cranes: 20 Tons Through 44 Tons With Attachments $54.75 7A 3C 8P 'Yakima Power Equipment Operators Cranes: 100 Tons Through 199 Tons, Or 150' Of Boom (Including Jib With Attachments) $55.79 7A 3C 8P :Yakima Power Equipment Operators Cranes: 200 Tons To 300 Tons, Or 250' Of Boom (including Jib With Attachments) $56.36 7A 3C 8P 'Yakima Power Equipment Operators i Cranes: 45 Tons Through 99 Tons, Under 150' Of Boom (including Jib With Attachments) $55.24 7A 3C 8P 'Yakima 'Power Equipment Operators Cranes: A -frame - 10 Tons And Under $51.77 7A 3C 8P s Yakima ,Power Equipment Operators Cranes: Friction 100 Tons Through 199 Tons $56.36 7A 3C 8P Yakima Power Equipment Operators Cranes: Friction Over 200 Tons $56.92 7A 3C 813 Yakima Power Equipment Operators $56.92 7A 3C 8P https:// fortress. wa. gov/ lni /wagelookup /prvWagelookup.aspx 9/8/2014 1 n Li 1 Page 7 of 16 Shttps: // fortress. wa. gov/ lni /wagelookup /prvWagelookup.aspx 9/8/2014 Cranes: Over 300 Tons Or 300' Of Boom (including Jib With Attachments) Yakima Power Equipment Operators Cranes: Through 19 Tons With Attachments A -frame Over 10 Tons $54.33 7A 3C 8P ;Yakima Power Equipment Operators Crusher $54.75 7A 3C 8P ;Yakima i Power Equipment Operators Deck Engineer /deck Winches (power) $54.75 7A 3C 8P 'Yakima Power Equipment Operators Derricks, On Building Work $55.24 7A 3C 8P ;Yakima Power Equipment Operators Dozers D -9 Et Under $54.33 7A 3C 8P ;Yakima I Power Equipment Operators Drill Oilers: Auger Type, Truck; Or Crane Mount $54.33 7A 3C 8P `Yakima Power Equipment Operators Drilling Machine $54.75 7A 3C 8P Yakima Power Equipment Operators Elevator And Man -lift: Permanent And Shaft Type $51.77 7A 3C 8P ;Yakima Power Equipment Operators Finishing Machine, Bidwell And Gamaco Et Similar Equipment $54.75 7A 3C 8P ` lYakima Power Equipment Operators Forklift: 3000 Lbs And Over With Attachments $54.33 7A 3C 8P 'Yakima Power Equipment Operators Forklifts: Under 3000 Lbs. With Attachments $51.77 7A 3C 8P i 'Yakima Power Equipment Operators Grade Engineer: Using Blue Prints, Cut Sheets, Etc $54.75 7A 3C 8P ` 6 :Yakima Power Equipment Operators Gradechecker /stakeman $51.77 7A 3C 8P ! 'Yakima Power Equipment Operators Guardrail Punch $54.75 7A 3C 8P ;Yakima ' Power Equipment Operators Hard Tail End Dump Articulating Off- Road Equipment 45 Yards. 8 Over $55.24 7A 3C 8P !Yakima s Power Equipment Operators Hard Tail End Dump Articulating Off -road Equipment Under 45 Yards $54.75 7A 3C 8P "Yakima j Power Equipment Operators Horizontal /directional Drill Locator $54.33 7A 3C 8P :Yakima Power Equipment Operators Horizontal /directional Drill Operator $54.75 7A 3C 8P , Yakima Power Equipment Operators Hydralifts /boom Trucks Over 10 Tons $54.33 7A 3C 8P o s ?Yakima Power Equipment Operators Hydralifts /boom Trucks, 10 Tons And Under $51.77 7A 3C 8P ; ,Yakima Power Equipment Operators Loader, Overhead 8 Yards. & Over $55.79 7A 3C 8P { ;Yakima Power Equipment Operators Loader, Overhead, 6 Yards. But Not Including 8 Yards $55.24 7A 3C 8P "Yakima Power Equipment Operators Loaders, Overhead Under 6 Yards $54.75 7A 3C 8P lYakima Power EquipmeqL Operators Loaders, Plant Feed $54.75 7A 3C 8P 'Yakima Power Equipment Operators Loaders: Elevating Type Belt $54.33 7A 3C 8P Yakima IPower Equipment Operators Locomotives, All $54.75 7A I 3C 8P Shttps: // fortress. wa. gov/ lni /wagelookup /prvWagelookup.aspx 9/8/2014 Page 8 of 16 Yakima Power Equipment Operators Material Transfer Device $54.75 7A 3C 8P ;Yakima Power Equipment Operators Mechanics, All (leadmen - $0.50 Per Hour Over Mechanic) $55.79 7A 3C 8P Yakima Power Equipment Operators Motor Patrol Grader - Non- finishing $54.33 7A 3C 8P ;Yakima Power Equipment Operators Motor Patrol Graders, Finishing $55.24 7A 3C 8P ? ,Yakima Power Equipment Operators Mucking Machine, Mole, Tunnel Drill, Boring, Road Header And /or Shield $55.24 7A 3C 8P i ;Yakima Power Equipment Operators Oil Distributors, Blower Distribution Et Mulch Seeding Operator $51.77 7A 3C 813 ;Yakima Power Equipment Operators Outside Hoists (elevators And Manlifts), Air Tuggers,strato $54.33 7A 3C 8P ;Yakima Power Equipment Operators Overhead, Bridge Type Crane: 20 Tons Through 44 Tons $54.75 7A 3C 8P "Yakima ' Power Equipment Operators Overhead, Bridge Type: 100 Tons And Over $55.79 7A 3C 8P a ;Yakima Power Equipment Operators Overhead, Bridge Type: 45 Tons Through 99 Tons $55.24 7A 3C 8P i IYakima Power Equipment Operators Pavement Breaker $51.77 7A 3C 8P ;Yakima Power Equipment Operators Pile Driver (other Than Crane Mount) $54.75 7A 3C 8P ,Yakima Power Equipment Operators Plant Oiler - Asphalt, Crusher $54.33 7A 3C 813 !Yakima Power Equipment Operators Posthole Digger, Mechanical $51.77 7A 3C 813 'Yakima Power Equipment Operators Power Plant $51.77 7A 3C 813 j Yakima Power Equipment Operators Pumps - Water $51.77 7A 3C 8P Yakima Power Equipment Operators Quad 9, Hd 41, D10 And Over $55.24 7A 3C 8P ;Yakima Power Equipment Operators Quick Tower - No Cab, Under 100 Feet In Height Based To Boom $51.77 7A 3C 8P i Yakima Power Equipment Operators Remote Control Operator On Rubber Tired Earth Moving Equipment $55.24 7A 3C 813 ;Yakima Power Equipment Operators Rigger And Bellman $51.77 7A 3C 8P 'Yakima Power Equipment Operators Rollagon $55.24 7A 3C 8P :Yakima Power Equipment Operators Roller, Other Than Plant Mix $51.77 7A 3C 8P 'Yakima Power Equipment Operators Roller, Plant Mix Or Multi -lift Materials $54.33 7A 3C 8P 1 ,Yakima Power Equipment Operators Roto -mill, Roto - grinder $54.75 7A 3C 8P ;Yakima Power Equipment Operators Saws - Concrete $54.33 7A 3C 8P ;Yakima Power Equipment Operators Scraper, Self Propelled Under 45 Yards $54.75 7A 3C 8P i iYakima Power Equipment Operators Scrapers - Concrete Et Carry All $54.33 7A 3C 8P s s 'Yakima Power Equipment Operators Scrapers, Self - propelled: 45 Yards And Over $55.24 7A 3C 8P Yakima Power Equipment Operators Service Engineers - Equipment 1 $54.331 7A I 3C I 8P https:H fortress. wa. gov/ lni /wagelookup /prvWagelookup.aspx 9/8/2014 1 n L JI 0 [I i Page 9 of 16 Yakima IPower Equipment Operators Shotcrete /gunite Equipment 1 $51.771 7A I 3C 8P 'Yakima Power Equipment Operators Shovel , Excavator, Backhoe, Tractors Under 15 Metric Tons. $54.33 7A 3C 813 AYakima Power Equipment Operators Shovel, Excavator, Backhoe: Over 30 Metric Tons To 50 Metric Tons $55.24 7A 3C 8P i s ;Yakima Power Equipment Operators Shovel, Excavator, Backhoes, Tractors: 15 To 30 Metric Tons $54.75 7A 3C 8P !Yakima E a Power Equipment Operators Shovel, Excavator, Backhoes: Over 50 Metric Tons To 90 Metric Tons $55.79 7A 3C 8P i $Yakima Power Equipment Operators Shovel, Excavator, Backhoes: Over 90 Metric Tons $56.36 7A 3C 8P ;Yakima Power Equipment Operators Slipform Pavers $55.24 7A 3C 8P j ;Yakima Power Equipment Operators Spreader, Topsider Et Screedman $55.24 7A 3C 8P j 'Yakima Power Equipment Operators Subgrader Trimmer $54.75 7A 3C 8P j ;Yakima Power Equipment Operators Tower Bucket Elevators $54.33 7A 3C 8P j ;Yakima 4 ?Yakima Power Equipment Operators Tower Crane Over 175'in Height, Base To Boom Tower Crane Up To 175' In Height Base To Boom $56.36 $55.79 7A 7A 3C 3C 8P 8P j Power Equipment Operators !Yakima Power Equipment Operators Transporters, All Track Or Truck Type $55.24 7A 3C 8P I Yakima Power Equipment Operators Trenching Machines $54.33 7A 3C 8P !Yakima Power Equipment Operators Truck Crane Oiler /driver - 100 Tons And Over $54.75 7A 3C 8P '!Yakima f Power Equipment Operators Truck Crane Oiler /driver Under 100 Tons $54.33 7A 3C 8P I ;Yakima Power Equipment Operators Truck Mount Portable Conveyor $54.75 7A 3C 8P ; 'Yakima Power Equipment Operators Welder $55.24 7A 3C 8P jYakima Power Equipment Operators Wheel Tractors, Farman Type $51.77 7A 3C 8P ,'Yakima Power Equipment Operators Yo Yo Pay Dozer $54.75 7A 3C 8P )Yakima Power Equipment Operators- Asphalt Plant Operators $55.24 7A 3C 8P j I Underground Sewer Et Water Yakima t` Power Equipment Operators- Assistant Engineer $51.77 7A 3C 8P I Underground Sewer Et Water ;Yakima j Power Equipment Operators- Barrier Machine (zipper) $54.75 7A 3C 8P j Underground Sewer Et Water ;Yakima Power Equipment Operators- Batch Plant Operator, Concrete $54.75 7A 3C 8P i Underground Sewer Et Water ;Yakima y Power Equipment Operators- Bobcat $51.77 7A 3C 8P Underground Sewer Et Water Yakima Power Equipment Operators- Brokk - Remote Demolition Equipment $51.77 7A 3C 8P '1 Underground Sewer Et Water ?Yakima Power Equipment Operators- Brooms $51.77 7A 3C 8P Underground Sewer Et Water ,Yakima Bump Cutter $54.75 7A 3C 8P ' Ihttps:H fortress. wa. gov/ lni /wagelookup /prvWagelookup.aspx 9/8/2014 Page 10 of 16 https:H fortress. wa. gov/ lni /wagelookup /prvWagelookup.aspx 9/8/2014 1 Power Equipment Operators- Underground Sewer Et Water 'Yakima Power Equipment Operators- Cableways $55.24 7A 3C 8P Underground Sewer Et Water Yakima Power Equipment Operators- Chipper $54.75 7A 3C 8P Underground Sewer Et Water ;Yakima Power Equipment Operators- Compressor $51.77 7A 3C 8P UnderQround Sewer Et Water 'Yakima Power Equipment Operators- Concrete Pump: Truck Mount With Boom Attachment Over 42 M $55.24 7A 3C 8P Underground Sewer Et Water :Yakima Power Equipment Operators- Concrete Finish Machine -laser Screed $51.77 7A 3C 8P Underground Sewer Et Water ;Yakima Power Equipment Operators- Concrete Pump - Mounted Or Trailer High Pressure Line Pump, Pump High Pressure. $54.33 7A 3C 8P Underground Sewer Et Water ;_Yakima Power Equipment Operators- Concrete Pump: Truck Mount With Boom Attachment Up To 42m $54.75 7A 3C 8P '• Underground Sewer Et Water 'Yakima Power Equipment Operators- Conveyors $54.33 7A 3C 8P Underground Sewer Et Water 'Yakima Power Equipment Operators- Cranes: 20 Tons Through 44 Tons With Attachments $54.75 7A 3C 8P Underground Sewer Et Water ;Yakima Power Equipment Operators- Cranes: 100 Tons Through 199 Tons, Or 150' Of Boom (Including Jib With Attachments) $55.79 7A 3C 8P Underground Sewer Et Water ?Yakima Power Equipment Operators- Cranes: 200 Tons To 300 Tons, Or 250' Of Boom (including Jib With Attachments) $56.36 7A 3C 8P UnderQround Sewer Et Water ;Yakima Power Equipment Operators- Cranes: 45 Tons Through 99 Tons, Under 150' Of Boom (including Jib With Attachments) $55.24 7A 3C 8P s f UnderQround Sewer Et Water Yakima Power Equipment Operators- Cranes: A -frame - 10 Tons And Under $51.77 7A 3C 8P Underground Sewer Et Water Yakima Power Equipment Operators- Cranes: Friction 100 Tons Through 199 Tons $56.36 7A 3C 8P UnderQround Sewer Et Water ;Yakima Power Equipment Operators- Cranes: Friction Over 200 Tons $56.92 7A 3C 8P UnderQround Sewer Et Water ;Yakima Power Equipment Operators- Cranes: Over 300 Tons Or 300' Of Boom (including Jib With Attachments) $56.92 7A 3C 8P { UnderQround Sewer Et Water ;Yakima Power Equipment Operators- lUnderground Sewer Et Water Cranes: Through 19 Tons With Attachments A -frame Over 10 Tons $54.33 7A 3C 8P S Yakima Power Equipment Operators- Underground Sewer Et Water Crusher $54.75 7A 3C 8P ;Yakima (Power Equipment Operators- Deck Engineer /deck Winches (power) $54.75 7A 3C 8P Underground Sewer Et Water ;Yakima Power Equipment Operators- Derricks, On Building Work $55.24 7A 3C 8P Underground Sewer Et Water https:H fortress. wa. gov/ lni /wagelookup /prvWagelookup.aspx 9/8/2014 1 t 1 t r i 1 Page 11 of 16 Yakima Power Equipment Operators- Dozers D -9 Et Under $54.33 7A 3C 8P Underground Sewer Et Water Yakima Power Equipment Operators- Drill Oilers: Auger Type, Truck Or Crane Mount $54.33 7A 3C 8P Underground Sewer Et Water ,Yakima Power Equipment Operators- Drilling Machine $54.75 7A 3C 8P Underground Sewer Et Water ;Yakima Power Equipment Operators- Elevator And Man -lift: Permanent And Shaft Type $51.77 7A 3C 8P Underground Sewer Et Water ,Yakima 3 Power Equipment Operators- Finishing Machine, Bidwell And Gamaco Et Similar Equipment $54.75 7A 3C 8P Underground Sewer Et Water 8P j ;Yakima Power Equipment Operators- Forklift: 3000 Lbs And Over With Attachments $54.33 7A 3C 8P Underground Sewer Et Water ;Yakima Power Equipment Operators- Forklifts: Under 3000 Lbs. With Attachments $51.77 7A 3C 8P ' j Underground Sewer Et Water ;Yakima Power Equipment Operators -. Grade Engineer: Using Blue Prints, Cut Sheets, Etc $54.75 7A 3C 8P Underground Sewer Et Water ,Yakima Power Equipment Operators- Gradechecker /stakeman $51.77 7A 3C 8P Underground Sewer Et Water 3Yakima Power Equipment Operators- Guardrail Punch $54.75 7A 3C 8P j Underground Sewer Et Water 'Yakima Power Equipment Operators- Hard Tail End Dump Articulating Off -road Equipment Under 45 Yards $54.75 j :Yakima Power Equipment Operators- Hard Tail End Dump Articulating Off- Road Equipment 45 Yards. Et Over $55.24 7A 3C 8P F { Underground Sewer Et Water 'Yakima Power Equipment Operators- Hard Tail End Dump Articulating Off -road Equipment Under 45 Yards $54.75 7A 3C 8P Underground Sewer Et Water ;Yakima Power Equipment Operators- Horizontal /directional Drill Locator $54.33 7A 3C 8P Underground Sewer Et Water 'Yakima Power Equipment Operators- Horizontal /directional Drill Operator $54.75 7A 3C 813 Underground Sewer Et Water !Yakima Power Equipment Operators- Hydralifts /boom Trucks Over 10 Tons $54.33 7A 3C 8P j Underground Sewer Et Water Yakima Power Equipment Operators- Hydralifts /boom Trucks, 10 Tons And Under $51.77 7A 3C 8P i Underground Sewer Et Water Yakima Power Equipment Operators- Loader, Overhead 8 Yards. Et Over $55.79 7A 3C 8P Underground Sewer Et Water ;Yakima Power Equipment Operators- Loader, Overhead, 6 Yards. But Not Including 8 Yards $55.24 7A 3C 8P ' Underground Sewer Et Water !Yakima Power Equipment Operators- Loaders, Overhead Under 6 Yards $54.75 7A 3C 8P 3 Underground Sewer Et Water ,Yakima ` Power Equipment Operators- Loaders, Plant Feed $54.75 7A 3C 8P Underground Sewer Et Water ,Yakima Power Equipment Operators- Loaders: Elevating Type Belt $54.33 7A 3C 8P Underground Sewer Et Water #Yakima Power Equipment Operators- Locomotives, All $54.75 7A 3C 8P j Underground Sewer Et Water ;Yakima Power Equipment Operators- Material Transfer Device $54.75 7A 3C 8P Underground Sewer Et Water Yakima Power Equipment Operators- Mechanics, All (leadmen - $0.50 Per Hour Over Mechanic) $55.79 7A 3C 8P Underground Sewer Et Water https:Hfortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 9/8/2014 Page 12 of 16 Yakima Power Equipment Operators- Motor Patrol Grader - Non- finishing $54.33 7A 3C 8P Underground Sewer Et Water ;Yakima Power Equipment Operators- Motor Patrol Graders, Finishing $55.24 7A 3C 8P Underground Sewer Et Water !Yakima Power Equipment Operators- Mucking Machine, Mole, Tunnel Drill, Boring, Road Header And /or Shield $55.24 7A 3C 8P ' Underground Sewer Et Water ;Yakima { Power Equipment Operators- Oil Distributors, Blower Distribution Et Mulch Seeding Operator $51.77 7A 3C 8P Underground Sewer Et Water ;Yakima Power Equipment Operators- Outside Hoists (elevators And Manlifts), Air Tuggers,strato $54.33 7A 3C 8P Underground Sewer Et Water 'Yakima Power Equipment Operators- Overhead, Bridge Type Crane: 20 Tons Through 44 Tons $54.75 7A 3C 8P Underground Sewer Et Water ,Yakima Power Equipment Operators- Overhead, Bridge Type: 100 Tons And Over $55.79 7A 3C 8P Underground Sewer Et Water Yakima Power Equipment Operators- Overhead, Bridge Type: 45 Tons Through 99 Tons $55.24 7A 3C 8P Underground Sewer Et Water ;Yakima Power Equipment Operators- Pavement Breaker $51.77 7A 3C 8P Underground Sewer Et Water !Yakima Power Equipment Operators- Pile Driver (other Than Crane Mount) $54.75 7A 3C 8P Underground Sewer 8 Water 'Yakima Power Equipment Operators- Plant Oiler - Asphalt, Crusher $54.33 7A 3C 8P Underground Sewer Et Water !Yakima Power Equipment Operators- Posthole Digger, Mechanical $51.77 7A 3C 8P Underground Sewer Et Water jYakima Power Equipment Operators- Power Plant $51.77 7A 3C 8P i Underground Sewer Et Water 'Yakima Power Equipment Operators- Pumps - Water $51.77 7A 3C 8P i Underground Sewer Et Water !Yakima ` Power Equipment Operators- Quad 9, Hd 41, D10 And Over $55.24 7A 3C 8P Underground Sewer Et Water ;Yakima ' i Power Equipment Operators- Quick Tower - No Cab, Under 100 Feet In Height Based To Boom $51.77 7A 3C 8P Underground Sewer Et Water Yakima ! Power Equipment Operators- Remote Control Operator On Rubber Tired Earth Moving Equipment $55.24 7A 3C 8P ! I Underground Sewer Et Water ;Yakima Power Equipment Operators- Rigger And Bellman $51.77 7A 3C 8P i Underground Sewer Et Water ,Yakima Power Equipment Operators- Rollagon $55.24 7A 3C 8P ' Underground Sewer Et Water sYakima Power Equipment Operators- Roller, Other Than Plant Mix $51.77 7A 3C 8P Underground Sewer Et Water Yakima Power Equipment Operators- Roller, Plant Mix Or Multi -lift Materials $54.33 7A 3C 8P Underground Sewer Et Water .Yakima i Power Equipment Operators- Roto -mill, Roto- grinder $54.75 7A 3C 8P n Underground Sewer Et Water !Yakima Power Equipment Operators- Saws - Concrete $54.33 7A 3C 8P !, Underground Sewer Et Water 'Yakima $54.75 7A 3C 8P https: // fortress. wa. gov/ lni /wagelookup /prvWagelookup.aspx 9/8/2014 1 1 1 r 1 n I Page 13 of 16 Ihttps:H fortress. wa. gov/ lni /wagelookup /prvWagelookup.aspx 9/8/2014 Power Equipment Operators- Scraper, Self Propelled Under 45 Yards Underground Sewer Et Water 'Yakima Power Equipment Operators—Scrapers Concrete Et Carry All $54.33 7A 3C 8P 1 Underground Sewer Et Water ;Yakima 4 Power Equipment Operators- Scrapers, Self - propelled: 45 Yards And Over $55.24 7A 3C 813 Underground Sewer Et Water ;Yakima J Power Equipment Operators- Service Engineers - Equipment. $54.33 7A 3C 8P Underground Sewer Et Water 'Yakima Power Equipment Operators- Shotcrete /gunite Equipment $51.77 7A 3C 8P { Underground Sewer Et Water 'Yakima 1 Power Equipment Operators- Shovel , Excavator, Backhoe, Tractors Under 15 Metric Tons. $54.33 7A 3C 8P Underground Sewer Et Water 'Yakima 1 Power Equipment Operators Shovel, Excavator, Backhoe: Over 30 Metric Tons To 50 Metric Tons $55.24 7A 3C 8P Underground Sewer Et Water ;Yakima i Power Equipment Operators- Shovel, Excavator, Backhoes, Tractors: 15 To 30 Metric Tons $54.75 7A 3C 8P Underground Sewer Et Water Yakima Power Equipment Operators- Shovel, Excavator, Backhoes: Over 50 Metric Tons To 90 Metric Tons $55.79 7A 3C 8P Underground Sewer Et Water ,Yakima Power Equipment Operators- Shovel, Excavator, Backhoes: Over 90 Metric Tons $56.36 7A 3C 8P Underground Sewer Et Water Yakima Power Equipment Operators- Slipform Pavers Spreader, Topsider Et Screedman $55.24 $55.24 7A 7A 3C 3C 813 8P Underground Sewer Ft Water jYakima { Power Equipment Operators- Underground Sewer Et Water ,,Yakima Power Equipment Operators- Subgrader Trimmer $54.75 7A 3C 8P Underground Sewer Et Water :Yakima i Power Equipment Operators- Tower Bucket Elevators $54.33 7A 3C 8P Underground Sewer Et Water hYakima Power Equipment Operators- Tower Crane Over 175'in Height, Base To Boom $56.36 7A 3C 8P F Underground Sewer Et Water iYakima ' Power Equipment Operators- Tower Crane Up To 175' In Height Base To Boom $55.79 7A 3C 8P i Underground Sewer Et Water (Yakima Power Equipment Operators- Transporters, All Track Or Truck Type $55.24 7A 3C 8P Underground Sewer Et Water jYakima Power Equipment Operators- Trenching Machines $54.33 7A 3C 8P Underground Sewer Ft Water Nakima f Power Equipment Operators- Truck Crane Oiler /driver - 100 Tons And Over $54.75 7A 3C 8P ' Underground Sewer Et Water ;Yakima t Power Equipment Operators- Truck Crane Oiler /driver Under 100 Tons $54.33 7A 3C 813 Underground Sewer Et Water Yakima I Power Equipment Operators- Truck Mount Portable Conveyor $54.75 7A 3C 8P Underground Sewer Et Water iYakima I Power Equipment Operators- Welder $55.24 7A 3C 8P Underground Sewer Et Water ;Yakima Power Equipment Operators- Wheel Tractors, Farman Type $51.77 7A 3C 8P Underground Sewer Et Water 'Yakima ` Power Equipment Operators- Yo Yo Pay Dozer $54.75 7A 3C 8P Underground Sewer Et Water Ihttps:H fortress. wa. gov/ lni /wagelookup /prvWagelookup.aspx 9/8/2014 Page 14 of 16 Yakima Power Line Clearance Tree Journey Level In Charge $44.86 5A 4A Trimmers 'Yakima Power Line Clearance Tree Spray Person $42.58 5A 4A Trimmers iYakima Power Line Clearance Tree Tree Equipment Operator $44.86 5A 4A Trimmers 'Yakima 1 Power Line Clearance Tree Tree Trimmer $40.08 5A 4A - Trimmers iYakima i Power Line Clearance Tree Tree Trimmer Groundperson $30.20 5A 4A Trimmers 'Yakima Refrigeration Et Air Conditioning Mechanics Journey Level $28.11 1 ;Yakima Residential Brick Mason Journey Level $29.00 1 ,Yakima Residential Carpenters Journey Level $17.14 1 ;Yakima Residential Cement Masons Journey Level $11.86 1 iYakima ' Residential Drywall Applicators Journey Level $18.00 1 'Yakima Residential Drywall Tapers Journey Level $17.00 1 ?Yakima Residential Electricians Journey Level $21.98 1 iYakima Residential Glaziers Journey Level $22.43 61 1 B ' Yakima Residential Insulation Applicators Journey Level $14.38 1 ,'Yakima Residential Laborers Journey Level $11.02 1 ;Yakima Residential Marble Setters Journey Level $29.00 1 Yakima Residential Painters Journey Level $16.32 1 ;Yakima Residential Plumbers Et Pipefitters Journey Level $20.55 1 ' ;Yakima Residential Refrigeration Et Air Conditioning Mechanics Journey Level $28.11 1 ;Yakima Residential Sheet Metal Workers Journey Level (Field or Shop) $38.97 5A 1X } =Yakima Residential Soft Floor Layers Journey Level $17.55 1 iYakima Residential Sprinkler Fitters Journey Level $9.32 1 (Fire Protection) ?Yakima Residential Stone Masons Journey Level $16.00 1 .Yakima Residential Terrazzo Workers Journey Level $9.32 1 ' 'Yakima Residential Terrazzo /Tile Journey Level $17.00 1 Finishers ;Yakima Residential Tile Setters Journey Level $16.78 1 iYakima Roofers Journey Level $12.00 1 iYakima Sheet Metal Workers Journey Level (Field or Shop) $53.31 5A 1X iYakima Sign Makers Et Installers (Electrical) Journey Level $14.65 1 i ' !Yakima I Sign Makers Et Installers (Non- Journey Level $14.65 1 Electrical ;Yakima Soft Floor Lavers Journey Level $23.11 5A 1N 's ;Yakima Solar Controls For Windows Journey Level $9.32 1 ;Yakima Sprinkler Fitters (Fire Protection) Journey Level $26.36 1 https:H fortress. wa. gov/ lni /wagelookup /prvWagelookup.aspx 9/8/2014 1 s I� 11 1 Page 15 of 16 .Yakima Stage Rigging Mechanics (Non Journey Level $13.23 1 Structural) ;Yakima Stone Masons Journey Level $43.35 5A 1M 'Yakima 1 Street And Parking Lot Sweeper Workers Journey Level $9.32 1 iYakima Surveyors Assistant Construction Site Surveyor $54.33 7A 3C 8P A iYakima Surveyors Chainman $53.81 7A 3C 8P ;Yakima Surveyors Construction Site Surveyor $55.24 7A 3C 8P 'Yakima Telecommunication Technicians Journey Level $20.00 1 'Yakima Telephone Line Construction Cable Splicer $36.96 5A 2B Outside iYakima Telephone Line Construction - Hole Digger /Ground Person $20.49 5A 2B i Outside Yakima i Telephone Line Construction - Installer (Repairer) $35.40 5A 2B x s Outside jYakima Telephone Line Construction - Special Aparatus Installer 1 $36.96 5A 2B ' } Outside IYakima Telephone Line Construction - Special Apparatus Installer II $36.19 5A 2B Outside jYakima Telephone Line Construction - Telephone Equipment Operator (Heavy) $36.96 5A 2B ! Outside Yakima Telephone Line Construction - Telephone Equipment Operator (Light) $34.34 5A 2B i Outside ;Yakima Telephone Line Construction - Telephone Lineperson $34.34 5A 2B Outside iYakima Telephone Line Construction - Television Groundperson $19.45 5A 2B ¢ Outside ;Yakima Telephone Line Construction - Television Lineperson /Installer $25.89 5A 2B Outside ?Yakima > Telephone Line Construction - Television System Technician $30.97 5A 2B l Outside 'Yakima ' Telephone Line Construction - Television Technician $27.77 5A 2B s Outside 'Yakima Telephone Line Construction - Tree Trimmer $34.34 5A 2B ' Outside ;Yakima Terrazzo Workers Journey Level $33.85 5A 1M Yakima Tile Setters Journey Level $33.85 5A 1M a !Yakima Tile, Marble Et Terrazzo Finishers Journey Level $29.85 5A 1M i 'Yakima Traffic Control Stripers Journey Level $43.11 7A 1K ?Yakima Truck Drivers Asphalt Mix $14.19 1 °Yakima j Truck Drivers Dump Truck Et Trailer(c.wa- 760) $38.40 61 2G } Yakima Truck Drivers Dump Truck(c.wa -760) $38.40 61 2G i ;Yakima Truck Drivers Other Trucks (c. wa -760) $38.40 61 2G 'Yakima Truck Drivers Transit Mixer $38.96 1 Yakima Well Drillers Et Irrigation Pump Irrigation Pump Installer $25.44 1 Installers https:H fortress. wa. gov/ lni /wagelookup /prvWagelookup.aspx 9/8/2014 Page 16 of 16 Yakima Well Drillers Et Irrigation Pump Oiler $9.32 lInstallers Yakima Well Drillers Et Irrigation Pump Well Driller $18.00 Installers https:Hfortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 9/8/2014 Benefit Code Key — Effective 8 -31 -2014 thru 3 -3 -2015 Overtime Codes Overtime calculations are based on the hourly rate actually paid to the worker. On public works projects, the hourly rate must be not less than the prevailing rate of wage minus the hourly rate of the cost of fringe benefits actually provided for the worker. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. B. All hours worked on Saturdays shall be paid at one and one -half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. ' C. The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday shall be paid at one and one -half times the hourly rate of wage. All other overtime hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. D. The first two (2) hours before or after a five -eight (8) hour workweek day or a four -ten (10) hour workweek day and the first eight (8) hours worked the next day after either workweek shall be paid at one and one -half times the hourly rate of wage. All additional hours worked and all worked on Sundays and holidays shall be paid at double the hourly rate of wage. E. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday shall be paid at one and one -half times the hourly rate of wage. All other hours worked Monday through Saturday, ' and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. F. The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday ' shall be paid at one and one -half times the hourly rate of wage. All other overtime hours worked, except Labor Day, shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. G. The first ten (10) hours worked on Saturdays and the first ten (10) hours worked on a fifth calendar weekday in a four -ten hour schedule, shall be paid at one and one -half times the hourly rate of wage. All hours worked in excess of ten (10) hours per day Monday through Saturday and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. H. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions or equipment breakdown) shall be paid at one and one -half times the hourly rate of wage. All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. I. All hours worked on Sundays and holidays shall also be paid at double the hourly rate of wage. ' J. The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday shall be paid at one and one -half times the hourly rate of wage. All hours worked over ten (10) hours Monday through Saturday, Sundays and holidays shall be paid at double the hourly rate of wage. K. All hours worked on Saturdays and Sundays shall be paid at one and one -half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of image. M. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions) shall be paid at one and one -half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. 1 Benefit Code Key — Effective 8 -31 -2014 thru 3 -3 -2015 N. All hours worked on Saturdays (except makeup days) shall be paid at one and one -half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. O. The first ten (10) hours worked on Saturday shall be paid at one and one -half times the hourly rate of wage. All hours worked on Sundays, holidays and after twelve (12) hours, Monday through Friday and after ten (10) hours on Saturday shall be paid at double the hourly rate of wage. All hours worked on Saturdays (except makeup days if circumstances warrant) and Sundays shall be paid at one and one -half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. Q. The first two (2) hours after eight (8) regular hours Monday through Friday and up to ten (10) hours worked on Saturdays shall be paid at one and one -half times the hourly rate of wage. All hours worked in excess of ten (10) hours per day Monday through Saturday and all hours worked on Sundays and holidays (except Christmas day) shall be paid at double the hourly rate of wage. All hours worked on Christmas day shall be paid at two and one -half .uic t_t___ -t._ tinic5 uuwiy talc vi wagc. R. All hours worked on Sundays and holidays shall be paid at two times the hourly rate of wage. S. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday shall be paid at one and one -half times the hourly rate of wage. All hours worked on holidays and all other overtime hours worked, except Labor Day, shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. U. Ali hours worked on Saturdays shall be paid at one and one -half times the hourly rate of wage. All hours worked on Sundays and holidays (except Labor Day) shall be paid at two times the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. V. All hours worked on Sundays and holidays (except Thanksgiving Day and Christmas day) shall be paid at one and one -half times the hourly rate of wage. All hours worked on Thanksgiving Day and Christmas day shall be paid at double the hourly rate of wage. W. All hours worked on Saturdays and Sundays (except make -up days due to conditions beyond the control of the employer)) shall be paid at one and one -half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. X. The first four (4) hours after eight (8) regular hours Monday through Friday and the first twelve (12) hours on Saturday shall be paid at one and one -half times the hourly rate of wage. All hours worked over twelve (12) hours Monday through Saturday, Sundays and holidays shall be paid at double the hourly rate of wage. When holiday falls on Saturday or Sunday, the day before Saturday, Friday, and the day after Sunday, Monday, shall be considered the holiday and all work performed shall be paid at double the hourly rate of wage. Y. All hours worked outside the hours of 5:00 am and 5:00 pm (or such other hours as may be agreed upon by any employer and the employee) and all hours worked in excess of eight (8) hours per day (10 hours per day for a 4 x 10 workweek) and on Saturdays and holidays (except labor day) shall be paid at one and one -half times the hourly rate of wage. (except for employees who are absent from work without prior approval on a scheduled workday during the workweek shall be paid at the straight -time rate until they have worked 8 hours in a day (10 in a 4 x 10 workweek) or 40 hours during that workweek.) All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and Labor Day shall be paid at double the hourly rate of wage. Z. All hours worked on Saturdays and Sundays shall be paid at one and one -half times the hourly rate of wage. All hours worked on holidays shall be paid the straight time rate of pay in addition to holiday pay. C Benefit Code Key — Effective 8 -31 -2014 thru 3 -3 -2015 2. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. B. All hours worked on holidays shall be paid at one and one -half times, the hourly rate of wage. 1 C. All hours worked on Sundays shall be paid at one and one -half times the hourly rate of wage. All hours worked on holidays shall be paid at two times the hourly rate of wage. ' F. The first eight (8) hours worked on holidays shall be paid at the straight hourly rate of wage in addition to the holiday pay. All hours worked in excess of eight (8) hours on holidays shall be paid at double the hourly rate of wage. G. All hours worked on Sunday shall be paid at two times the hourly rate of wage. All hours worked on paid holidays shall be paid at two and one -half times the hourly rate of wage including holiday pay. H. All hours worked on Sunday shall be paid at two times the hourly rate of wage. All hours worked on holidays shall be paid at one and one -half times the hourly rate of wage. ' O. All hours worked on Sundays and holidays shall be paid at one and one -half times the hourly rate of wage. R. All hours worked on Sundays and holidays and all hours worked over sixty (60) in one week shall be paid at double the hourly rate of wage. ' U. All hours worked on Saturdays shall be paid at one and one -half times the hourly rate of wage. All hours worked over 12 hours in a day or on Sundays and holidays shall be paid at double the hourly rate of wage. W. The first two (2) hours after eight (8) regular hours Monday through Friday and.the first eight (8) hours on Saturday shall be paid at one and one -half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. On a four -day, ' ten -hour weekly schedule, either Monday thru Thursday or Tuesday thru Friday schedule, all hours worked after ten shall be paid at double the hourly rate of wage. The first eight (8) hours worked on the fifth day shall be paid at one and one -half times the hourly rate of wage. All other hours worked on the fifth, sixth, and seventh days and on holidays shall be paid at double the hourly rate of wage. 3. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. A. Work performed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when ' four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or outside the normal shift, and all work on Saturdays shall be paid at time and one -half the straight time rate. Hours worked over twelve hours (12) in a single shift and all work performed after 6:00 pm Saturday to 6:00 am Monday and holidays shall be paid at double the straight time rate of pay. Any shift starting between the hours of 6:00 pm ' and midnight shall receive an additional one dollar ($1.00) per hour for all hours worked that shift. The employer shall have the sole discretion to assign overtime work to employees. Primary consideration for overtime work shall be given to employees regularly assigned to the work to be performed on overtime situations. After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate ' until such time as the employee has had a break of eight (8) hours or more. Benefit Code Key — Effective 8 -31 -2014 thru 3 -3 -2015 3. C. Work performed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or outside the normal shift, and all work on Saturdays shall be paid at one and one -half times the hourly rate of wage. All work performed after 6:00 pm Saturday to 5:00 am Monday and Holidays shall be paid at double the hourly rate of wage. After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight (8) hours or more. D. All hours worked between the hours of 6:00 pm and 6:00 am, Monday through Saturday, shall be paid at a premium rate of 15% over the hourly rate of wage. All other hours worked after 6:00 am on Saturdays, shall be paid at one and one -half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. E. All hours worked Sundays and holidays shall be paid at double the hourly rate of wage. Each week, once 40 hours of straight time work is achieved, then any hours worked over 10 hours per day Monday through Saturday shall be paid at d—bl uir, hourly . wagc raw. F. All hours worked on Saturday shall be paid at one and one -half times the hourly rate of wage. All hours worked on Sunday shall be paid at two times the hourly rate of wage. All hours worked on paid holidays shall be paid at two and one -half times the hourly rate of wage including holiday pay. H. All work performed on Sundays between March 16th and October 14th and all Holidays shall be compensated for at two (2) times the regular rate of pay. Work performed on Sundays between October 15th and March 15th shall be compensated at one and one half (1 -1/2) times the regular rate of pay. All hours worked on Saturdays shall be paid at one and one -half times the hourly rate of wage. In the event the job is down due to weather conditions during a five day work week (Monday through Friday,) or a four day -ten hour work week (Tuesday through Friday,) then Saturday may be worked as a voluntary make -up day at the straight time rate. However, Saturday shall not be utilized as a make -up day when a holiday falls on Friday. All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. 4. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. A. All hours worked in excess of eight (8) hours per day or forty (40) hours per week shall be paid at double the hourly rate of wage. All hours worked on Saturdays, Sundays and holidays shall be paid at double the hourly rate of wage. B. All hours worked over twelve (12) hours per day and all hours worked on holidays shall be paid at double the hourly rate of wage. Holiday Codes A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, and Christmas Day (7). B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, the day before Christmas, and Christmas Day (8). C. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). 4 1 Benefit Code Key — Effective 8 -31 -2014 thru 3 -3 -2015 5. D. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8). R. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Day After Thanksgiving Day, One -Half Day Before Christmas Day, And Christmas Day. (7 1/2). ' S. Paid Holidays: New Year's Day, Presidents' Day, Memorial Day„ Independence Day, Labor Day, Thanksgiving Day, And Christmas Day (7). T. Paid Holidays: New Year's Day, Washington's Birthday, Memorial Day, Independence Day, Labor Day, ' Thanksgiving Day, The Friday After Thanksgiving Day, Christmas Day, And The Day Before Or After Christmas (9). Z. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgiving Day, the ' Friday after Thanksgiving Day, And Christmas Day (8). ' Holiday Codes Continued 6. A. Paid Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving ' Day, The Friday After Thanksgiving Day, And Christmas Day (8). E. Paid Holidays: New Year's Day, Day Before Or After New Year's Day, Presidents Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Day After Thanksgiving Day, Christmas Day, And A Half -Day ' On Christmas Eve Day. (9 1/2). G. Paid Holidays: New Year's Day, Martin Luther King Jr. Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day, The Friday After Thanksgiving Day, Christmas Day, And Christmas ' Eve Day (11). 5 H. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Day after Thanksgiving Day, And Christmas (6). I. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day J. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, Friday after Thanksgiving Day, ' Christmas Eve Day, And Christmas Day (7). K. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, The Day Before Christmas, And Christmas Day (9). ' L. Holidays: New Year's Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, And Christmas Day (8). N. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day, The Friday After Thanksgiving Day, And Christmas Day (9). ' P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday And Saturday After Thanksgiving Day, The Day Before Christmas, And Christmas Day (9). If A Holiday Falls On Sunday, The Following Monday Shall Be Considered As A Holiday. ' Q. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). R. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Day After Thanksgiving Day, One -Half Day Before Christmas Day, And Christmas Day. (7 1/2). ' S. Paid Holidays: New Year's Day, Presidents' Day, Memorial Day„ Independence Day, Labor Day, Thanksgiving Day, And Christmas Day (7). T. Paid Holidays: New Year's Day, Washington's Birthday, Memorial Day, Independence Day, Labor Day, ' Thanksgiving Day, The Friday After Thanksgiving Day, Christmas Day, And The Day Before Or After Christmas (9). Z. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgiving Day, the ' Friday after Thanksgiving Day, And Christmas Day (8). ' Holiday Codes Continued 6. A. Paid Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving ' Day, The Friday After Thanksgiving Day, And Christmas Day (8). E. Paid Holidays: New Year's Day, Day Before Or After New Year's Day, Presidents Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Day After Thanksgiving Day, Christmas Day, And A Half -Day ' On Christmas Eve Day. (9 1/2). G. Paid Holidays: New Year's Day, Martin Luther King Jr. Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day, The Friday After Thanksgiving Day, Christmas Day, And Christmas ' Eve Day (11). 5 Benefit Code Key — Effective 8 -31 -2014 thru 3 -3 -2015 6. H. Paid Holidays: New Year's Day, New Year's Eve Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, Christmas Day, The Day After Christmas, And A Floating Holiday (10). 1. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, And Christmas Day (7). T. Paid Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, The Last Working Day Before Christmas Day, And Christmas Day (9). Z. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, And Christmas Day (7). If a holiday falls on Saturday, the preceding Friday shall be considered as the holiday. If a holiday falls on Sunday, the following Monday shall be considered as the holiday. Holiday Codes Continued A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday And Saturday After Thanksgiving Day, And Christmas Day (8). Any Holiday Which Falls On A Sunday Shall Be Observed As A Holiday On The Following Monday. If any of the listed holidays falls on a Saturday, the preceding Friday shall be a regular work day. B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. C. Holidays: New Year's Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. D. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veteran's Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). Unpaid Holidays: President's Day. Any paid holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any paid holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. E. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. F. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the last working day before Christmas day and Christmas day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. G. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. H. Holidays: New Year's Day, Martin Luther King Jr. Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day (9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. 6 ' P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on Benefit Code Key — Effective 8 -31 -2014 thru 3 -3 -2015 7. I. Holidays: New Year's Day, President's Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, The Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day (8). Any holiday which falls on Friday After Thanksgiving Day, The Day Before Christmas Day And Christmas Day (9). Any holiday which falls ' the preceding Friday shall be a regular work day. on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. R. Paid Holidays: New Year's Day, the day after or before New Year's Day, President's Day, Memorial Day, J. Holidays: New Year's Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day and Christmas Day ' after or before Christmas Day (10). If any of the listed holidays fall on Saturday, the preceding Friday shall be (6). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday ' which falls on a Saturday shall be observed as a holiday on the preceding Friday. K. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Friday and Saturday after S. Paid Holidays: New Year's Day, Memorial Day, Independence Day., Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding accordingly. Friday. L. Holidays: New Year's Day, Memorial Day, Labor Day, Independence Day, Thanksgiving Day, the Last Work Day before Christmas Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding ' Friday. M. Paid Holidays: New Year's Day, The Day after or before New Year's Day, President's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after "Thanksgiving Day, Christmas Day, And the Day after or before Christmas Day 10). Any holiday which falls on a Sunday shall be observed as a holiday on the ' following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. N. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. When Christmas falls on a Saturday, the preceding Friday shall be observed as a holiday. ' P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Q. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. If any of the listed holidays falls on a Saturday, ' the preceding Friday shall be a regular work day. R. Paid Holidays: New Year's Day, the day after or before New Year's Day, President's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and the day ' after or before Christmas Day (10). If any of the listed holidays fall on Saturday, the preceding Friday shall be observed as the holiday. If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. S. Paid Holidays: New Year's Day, Memorial Day, Independence Day., Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, Christmas Day, The Day After Christmas, And A Floating Holiday (9). If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated ' accordingly. T. Paid Holidays: New Year's Day, The Day After Or Before New Year's Day, President's Day, Memorial Day, ' Independence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, Christmas Day, and The Day After Or Before Christmas Day. (10). If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. Any holiday which falls on a Saturday shall be ' observed as a holiday on the preceding Friday. 8. Benefit Code Key — Effective 8 -31 -2014 thru 3 -3 -2015 Note Codes A. In addition to the hourly wage and fringe benefits, the following depth premiums apply to depths of fifty feet or more: Over 50' To 100' -$2.00 per Foot for Each Foot Over 50 Feet Over 100' To 150' 43.00 per Foot for Each Foot Over 100 Feet Over 150' To 220' 44.00 per Foot for Each Foot Over 150 Feet Over 220' -$5.00 per Foot for Each Foot Over 220 Feet C. In addition to the hourly wage and fringe benefits, the following depth premiums apply to depths of fifty feet or more: Over 50' To 100'-$1.00 per Foot for Each Foot Over 50 Feet Over 100' To 150'-$1.50 per Foot for Each Foot Over 100 Feet Over 150' To 200' -$2.00 per Foot for Each Foot Over 150 Feet Over 200'-Divers May Name Their Own Price D. Workers working with supplied air on hazmat projects receive an additional $1.00 per hour. L. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $0.75, Level B: $0.50, And Level C: $0.25. M. Workers on hazmat projects receive additional hourly premiums as follows: Levels A & B: $1.00, Levels C & D: 0 $ .5v. N. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $1.00, Level B: $0.75, Level C: $0.50, And Level D: $0.25. P. Workers on hazmat projects receive additional hourly premiums as follows -Class A Suit: $2.00, Class B Suit: $1.50, Class C Suit: $1.00, And Class D Suit $0.50. Q. The highest pressure registered on the gauge for an accumulated time of more than fifteen (15) minutes during the shift shall be used in determining the scale paid. R. Effective August 31, 2012 — A Traffic Control Supervisor shall be present on the project whenever flagging or spotting or other traffic control labor is being utilized. A Traffic Control Laborer performs the setup, maintenance and removal of all temporary traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian traffic during construction operations. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon, Montana, or Idaho. These classifications are only effective on or after August 31, 2012. S. Effective August 31, 2012 — A Traffic Control Supervisor shall be present on the project whenever flagging or spotting or other traffic control labor is being utilized. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon, Montana, or Idaho. This classification is only effective on or after August 31, 2012. T. Effective August 31, 2012 — A Traffic Control Laborer performs the setup, maintenance and removal of all temporary traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian traffic during construction operations. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon, Montana, or Idaho. This classification is only effective on or after August 31, 2012. Washington State Department of Labor and Industries Policy Statement (Regarding the Production of "Standard" or "Non- standard" Items) u 1 ' Supplemental to Wage Rates 08/31/2014 Edition, Published August 1St, 2014 Below is the department's (State L &I's) list of criteria to be used in determining whether a prefabricated item is "standard" or "non- standard ". For items not appearing on WSDOT's predetermined list, these criteria shall be used by the Contractor (and the Contractor's subcontractors, agents to subcontractors, suppliers, manufacturers, and fabricators) to determine coverage under RCW 39.12. The production, in the State of Washington, of non - standard items is covered by RCW 39.12, and the production of standard items is not. The production of any item outside the State of Washington is not covered by RCW 39.12. 1. Is the item fabricated for a public works project? If not, it is not subject to RCW 39.12. If it is, go to question 2. 2. Is the item fabricated on the public works jobsite? If it is, the work is covered under RCW 39.12. If not, go to question 3. 3. Is the item fabricated in an assembly /fabrication plant set up for, and dedicated primarily to, the public works project? If it is, the work is covered by RCW 39.12. If not, go to question 4. 4. Does the item require any assembly, cutting, modification or other fabrication by the supplier? If not, the work is not covered by RCW 39.12. If yes, go to question 5. i5. Is the prefabricated item intended for the public works project typically an inventory item which could reasonably be sold on the general market? If not, the work is covered by RCW 39.12. If yes, go to question 6. 6. Does the specific prefabricated item, generally defined as standard, have any unusual characteristics such as shape, type of material, strength requirements, finish, etc? If yes, the work is covered under RCW 39.12. Any firm with questions regarding the policy, WSDOT's Predetermined List, or for determinations of covered and non - covered workers shall be directed to State L &I at (360) 902 -5330. u 1 ' Supplemental to Wage Rates 08/31/2014 Edition, Published August 1St, 2014 WS DOT's Predetermined List for Suppliers - Manufactures - Fabricator Below is a list of potentially prefabricated items, originally furnished by WSDOT to Washington State Department of Labor and Industries, that may be considered non- standard and therefore covered by the prevailing wage law, RCW 39.12. Items marked with an X in the "YES" column should be considered to be non - standard and therefore covered by RCW 39.12. Items marked with an X in the "NO" column should be considered to be standard and therefore not covered. Of course, exceptions to this general list may occur, and in that case shall be evaluated according to the criteria described in State and L&I's policy statement. ITEM DESCRIPTION YES NO 1. Metal rectangular frames, solid metal covers, herringbone grates, and bi- directional vaned grates for Catch Basin Types 1, 1 L, 1 P, and 2 and Concrete Inlets. See Std. Plans 2. Metal circular trames (rings) ana covers, circular graces, and prefabricated ladders for Manhole Types 1, 2, and 3, j Drywell Types 1, 2, and 3 and Catch Basin Type 2. See Std. Plans 3. Prefabricated steel grate supports and welded grates, metal frames and dual vaned grates, and Type 1, 2, and 3 structural tubing grates for Drop Inlets. See Std. Plans. X 4. Concrete Pipe - Plain Concrete pipe and reinforced j concrete pipe Class 2 to 5 sizes smaller than 60 inch diameter. X __.T_..._.... --- _. 5. Concrete Pipe - Plain Concrete pipe and reinforced concrete pipe Class 2 to 5 sizes larger than 60 inch diameter. X i I 6. Corrugated Steel -Pipe- Steel lock seam corrugated pipe for culverts and storm sewers, sizes 30 inch X to 120 inches in diameter. May also be treated, 1 thru 5. 7. Corrugated Aluminum Pipe - Aluminum lock seam corrugated pipe for culverts and storm sewers, sizes 30 inch to 120 inches in X diameter. May also be treated, #5. i Supplemental to Wage Rates 2 08/31/2014 Edition, Published August 1St, 2014 t ITEM DESCRIPTION YES NO 8. Anchor Bolts & Nuts - Anchor Bolts and Nuts, for mounting sign structures, luminaries and other items, shall be ! made from commercial bolt stock. X See Contract Plans and Std. Plans for size and material type. i 9. Aluminum Pedestrian Handrail - Pedestrian handrail conforming to the type and material specifications set forth in the contract plans. Welding of aluminum shall be X in accordance with Section 9- 28.14(3). 10. Major Structural Steel Fabrication - Fabrication of major steel items such as trusses, beams, girders, etc., for bridges. it 11. Minor Structural Steel Fabrication - Fabrication of minor steel Items such as special hangers, brackets, access doors for structures, access ladders for irrigation boxes, bridge expansion joint systems, etc., involving welding, cutting, punching and /or X boring of holes. See Contact Plans for item description and shop drawings. G 12. Aluminum Bridge Railing Type BP - Metal bridge railing conforming to the type and material specifications set forth j in the Contract Plans. Welding of aluminum shall be in X accordance with Section 9- 28.14(3). I' 13. Concrete Piling -- Precast - Prestressed concrete piling for use as 55 ! and 70 ton concrete piling. Concrete to conform to Section 9 -19.1 of Std. Spec.. X I 14. Precast Manhole Types 1, 2, and 3 with cones, adjustment X sections and flat top slabs. See Std. Plans. 15. Precast Drywell Types 1, 2, and with cones and adjustment Sections. j X See Std. Plans. ' 16. Precast Catch Basin - Catch Basin type 1, 1 L, 1 P, and 2 With adjustment sections. See Std. Plans. X Supplemental to Wage Rates 08/31/2014 Edition, Published August 1St, 2014 3 ITEM DESCRIPTION YES NO 17. Precast Concrete Inlet -with adjustment sections, See Std. Plans X 18. Precast Drop Inlet Type 1 and 2 with metal grate supports. See Std. Plans. X 19. Precast Grate Inlet Type 2 with extension and top units. See Std. Plans X 20. Metal frames, vaned grates, and hoods for Combination Inlets. See Std. Plans i X 21. Precast Concrete Utility Vaults - Precast Concrete utility vaults of various sizes. Used for in ground storage of utility facilities and controls. See Contract Plans for size and construction X requirements. Shop drawings are to be provided for approval prior to casting 22. Vault Risers - For use with Valve Vaults and Utilities Vaults. X 23. Val Vault - For use with underground utilities. X See Contract Plans for details. 24. Precast Concrete Barrier - Precast Concrete Barrier for use as new barrier or may also be used as Temporary Concrete Barrier. Only new state approved barrier may be used as X permanent barrier. 25. Reinforced Earth Wall Panels — Reinforced Earth Wall Panels in j size and shape as shown in the Plans. Fabrication plant has annual approval for methods and materials to be used. See Shop Drawing. X Fabrication at other locations may be approved, after facilities inspection, contact HQ. Lab. i 26. Precast Concrete Walls - Precast Goncrete Waus - tin-up wan panel in size and shape as shown in Plans. X Fabrication plant has annual approval for methods and materials to be used Supplemental to Wage Rates 4 08/31/2014 Edition, Published August 1St, 2014 t r 1 t ITEM DESCRIPTION YES NO 27. Precast Railroad Crossings - Concrete Crossing Structure ci�►,� 28. 12, 18 and 26 inch Standard Precast Prestressed Girder — Standard Precast Prestressed Girder for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to be provided for approval prior to casting girders. See Std. Spec. Section 6- 02.3(25)A 29. Prestressed Concrete Girder Series 4 -14 - Prestressed Concrete j Girders for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to be provided for approval prior to casting girders. See Std. Spec. Section 6- 02.3(25)A j I 30. Prestressed Tri -Beam Girder - Prestressed Tri -Beam Girders for i use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to be provided for approval prior to casting girders. ! See Std. Spec. Section 6- 02.3(25)A ! j 31. Prestressed Precast Hollow -Core Slab — Precast Prestressed Hollow -core slab for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to be provided for approval prior to casting girders. See Std. Spec. Section 6- 02.3(25)A. i ! 32. Prestressed -Bulb Tee Girder - Bulb Tee Prestressed Girder for use in structures. Fabricator plant has annual approval of ! methods and materials to be used. Shop Drawing to be provided for approval prior to casting girders. See Std. Spec. Section 6- 02.3(25)A 33. Monument Case and Cover Coo Cfrl Dhn Supplemental to Wage Rates 08/31/2014 Edition, Published August 1st, 2014 5 ITEM DESCRIPTION YES NO 34. Cantilever Sign Structure - Cantilever Sign Structure fabricated from steel tubing meeting AASHTO -M -183. See Std. Plans, and Contract Plans for details. The steel structure X shall be galvanized after fabrication in accordance with AASHTO -M -111. i 35. Mono -tube Sign Structures - Mono -tube Sign Bridge i fabricated to details shown in the Plans. Shop drawings for X approval are required prior to fabrication. 36. Steel Sign Bridges - Steel Sign Bridges fabricated from steel tubing meeting AASHTO -M -138 for Aluminum Alloys. See Std. Plans, and Contract Plans for details. The steel j structure X shall be galvanized after fabrication in accordance with AASHTO -M -111. 37. Steel Sign Post - Fabricated Steel Sign Posts as detailed in Std Plans. Shop drawings for approval are to be provided prior to X _ fabrication 38. Light Standard - Prestressed - Spun, prestressed, hollow concrete poles. X 39. Light Standards - Lighting Standards for use on highway illumination systems, poles to be fabricated to conform with methods and materials as specified on Std. Plans. See Specia X Provisions for pre- approved drawings. - - - - -- - -- - - - .. _.......... - - 40. Traffic Signal Standards - Traffic Signal Standards for use on highway and /or street signal systems. Standards to be fabricated X to conform with methods and material as specified on Std. Plans. See Special Provisions for pre =a roved drawings_______ 41. Precast Concrete Sloped Mountable Curb (Single and DualFaced) X See Std. Plans. ,3upplemental to Wage Rates 6 08/31/2014 Edition, Published August 1s`, 2014 1 it ITEM DESCRIPTION YES NO 42. Traffic Signs - Prior to approval of a Fabricator of Traffic Signs, the sources of the following materials must be submitted and approved for reflective sheeting, legend material, and aluminum sheeting. X X NOTE: * ** Fabrication inspection required. Only signs tagged "Fabrication Approved" by WSDOT Sign Fabrication Inspector to _ be installed Custom Std Message Signing ; Message 43. Cutting & bending reinforcing steel X 44. Guardrail components X X Vustom i atanaara — _ — – End Sec 1 Sec 45. Aggregates /Concrete mixes Covered by WAC 296 - 127 -018 46. Asphalt Covered by WAC 296- 127 -018 477 Fiber fabrics X 48. Electrical wiring /components X 49. treated or untreated timber pile ! X 50. Girder pads (elastomeric bearing) X 51 Standard Dimension lumber X 52. Irrigation components X Supplemental to Wage Rates 08/31/2014 Edition, Published August 1St, 2014 7 ITEM DESCRIPTION YES NO 53. 54. Fencing materials Guide Posts X ; X 55. Traffic Buttons - - i X - - -— 56. Epoxy — -- -- I � X -- 57. Cribbing -- ---- - - - - X 58. Water distribution materials X SA RtP-Pl "H" nilPC - - -- — .. A —; 60. 61. Steel pipe for concrete pile casings Steel pile tips, standard X X 62. Steel pile tips, custom X Prefabricated items specifically produced for public works projects that are prefabricated in a county other than the county wherein the public works project is to be completed, the wage for the offsite prefabrication shall be the applicable prevailing wage for the county in which the actual prefabrication takes place. It is the manufacturer of the prefabricated product to verify that the correct county wage rates are applied to work they perform. See RCW 39.12. 010 (The definition of 'locality" in RCW 39.12.010(2) contains the phrase "wherein the physical work is being performed." The department interprets this phrase to mean the actual work site. Supplemental to Wage Rates 8 08/31/2014 Edition, Published August 1st, 2014 1 t 1 11 WSDOT's List of State Occupations not applicable to Heavy and Highway Construction Projects This project is subject to the state hourly minimum rates for wages and fringe benefits in the contract provisions, as provided by the state Department of Labor and Industries. The following list of occupations, is comprised of those occupations that are not normally used in the construction of heavy and highway projects. When considering job classifications for use and / or payment when bidding on, or building heavy and highway construction projects for, or administered by WSDOT, these Occupations will be excepted from the included "Washington State Prevailing Wage Rates For Public Work Contracts" documents. • Building Service Employees • Electrical Fixture Maintenance Workers • Electricians - Motor Shop • Heating Equipment Mechanics • Industrial Engine and Machine Mechanics • Industrial Power Vacuum Cleaners • Inspection, Cleaning, Sealing of Water Systems by Remote Control • Laborers - Underground Sewer & Water • Machinists (Hydroelectric Site Work) • Modular Buildings • Playground & Park Equipment Installers • Power Equipment Operators - Underground Sewer & Water • Residential * ** ALL ASSOCIATED RATES * ** • Sign Makers and Installers (Non - Electrical) • Sign Makers and Installers (Electrical) • Stage Rigging Mechanics (Non Structural) The following occupations may be used only as outlined in the preceding text concerning "WSDOT's list for Suppliers - Manufacturers - Fabricators" • Fabricated Precast Concrete Products • Metal Fabrication (In Shop) Definitions for the Scope of Work for prevailing wages may be found at the Washington State Department of Labor and Industries web site and in WAC Chapter 296 -127. Supplemental to Wage Rates 08/31/2014 Edition, Published August 1St, 2014 N Washington State Department of Labor and Industries Policy Statements (Regarding Production and Delivery of Gravel, Concrete, Asphalt, etc.) WAC 296- 127 -018 Agency filings affecting this section Coverage and exemptions of workers involved in the production and delivery of gravel, concrete, asphalt, or similar materials. (1) The materials covered under this section include but are not limited to: Sand, gravel, crushed rock, concrete, asphalt, or other similar materials. (2) All workers, regardless of by whom employed, are subject to the provisions of chapter 39.12 RCW when they perform any or all of the following functions: (a) They deliver or discharge any of the above - listed materials to a public works project site: (i) At one or more point(s) directly upon the location where the material will be incorporated into the project; or (ii) At multiple points at the project; or (iii) Adjacent to the location and coordinated with the incorporation of those materials. (b) They wait at or near a public works project site to perform any tasks subject to this section of the rule. (c) They remove any materials from a public works construction site pursuant to contract requirements or specifications (e.g., excavated materials, materials from demolished structures, clean -up materials, etc.). (d) They work in a materials production facility (e.g., batch plant, borrow pit, rock quarry, etc.,) which is established for a public works project for the specific, but not necessarily exclusive, purpose of supplying materials for the project. (e) They deliver concrete to a public works site regardless of the method of incorporation. (f) They assist or participate in the incorporation of any materials into the public works project. Supplemental to Wage Rates 10 08/31/2014 Edition, Published August 1st, 2014 (3) All travel time that relates to the work covered under subsection (2) of this section requires the payment of prevailing wages. Travel time includes time spent waiting to load, loading, transporting, waiting to unload, and delivering materials. Travel time would include all time spent in travel in support of a public works project whether the vehicle is empty or full. For example, travel time spent returning to a supply source to obtain another load of material for use on a public works site or returning to the public works !. site to obtain another load of excavated material is time spent in travel that is subject to prevailing wage. Travel to a supply source, including travel from a public works site, to obtain materials for use on a private project would not be travel subject to the prevailing wage. (4) Workers are not subject to the provisions of chapter 39.12 RCW when they deliver materials to a stockpile. (a) A "stockpile" is defined as materials delivered .to a pille located away from the site 1 of incorporation such that the stockpiled materials must be physically moved from the stockpile and transported to another location on the project site in order to be incorporated into the project. (b) A stockpile does not include any of the functions described in subsection (2)(a) through (f) of this section; nor does a stockpile include materials delivered or distributed to multiple locations upon the project site; nor does a stockpile include materials dumped at the place of incorporation, or adjacent to the location and coordinated with the incorporation. (5) The applicable prevailing wage rate shall be determined by the locality in which the work is performed. Workers subject to subsection (2)(d) of this section, who produce such materials at an off -site facility shall be paid the applicable prevailing wage rates for the county in which the off -site facility is located. Workers subject to subsection (2) of this section, who deliver such materials to a public works project site shall be paid the applicable prevailing wage rates for the county in which the public works project is located. rl [Statutory Authority: Chapter 39.12 RCW, RCW 43.22.051 and 43.22.270. 08 -24 -101, § 296- 127 -018, filed 12/2/08, effective 1/2/09. Statutory Authority: Chapters 39.04 and 39.12 RCW and RCW 43.22.270. 92-01-104 and 92-08-101, § 296- 127 -018, filed 12/18/91 and 4/1/92, effective 8/31/92.] D- I Supplemental to Wage Rates 11 08/31/2014 Edition, Published August 1St, 2014 t fl i SECTION 6 - TECHNICAL SPECIFICATIONS G I 1 IG:\PROJECTS\2014 \14055 \14055 Spec. Docx 6 -1 CITY OF YAKIMA YAKIMA COUNTY, WASHINGTON SPECIAL PROVISIONS FOR WEST YAKIMA IRRIGATION SYSTEM PHASE 2 IMPROVEMENTS CITY OF YAKIMA PROJECT NO. IR2323 HLA PROJECT NO. 14055 TABLE OF CONTENTS INTRODUCTION TO THE SPECIAL PROVISIONS....... IG: \PROJECTS\2014 \14055 \14055 Spec.Docx 6 -2 PAGE NO. ....................6 -3 ....................6 -3 ....................6 -4 ... ... .. ............ 6 -6 ..................6 -12 ..................6 -14 ..................6 -16 ..................6 -21 ..................6 -21 ..................6 -29 ..................6 -30 ..................6 -31 ..................6 -32 ..................6 -34 ..................6 -37 ..................6 -45 ..................6 -46 ..................6 -47 ..................6 -48 ..................6 -49 ..................6 -49 ..................6 -50 ..................6 -50 ..................6 -50 ..................6 -51 ..................6 -51 ..................6 -52 ..................6 -55 ..................6 -56 ..................6 -58 ..................6 -58 ..................6 -62 ..................6 -62 ..................6 -63 ..................6 -63 ..................6 -64 DESCRIPTION OF WORK ........................................ ............................... 1 -01 DEFINITIONS AND TERMS ............................ ............................... 1 -02 BID PROCEDURES AND CONDITIONS ........ ............................... 1 -03 1 -04 AWARD AND EXECUTION OF CONTRACT .. ............................... SCOPE OF THE WORK .................................. ............................... 1 -05 CONTROL OF WORK ..................................... ............................... 1 -06 CONTROL OF MATERIAL ............................... ............................... 1 -07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC: VEHICLE ACCESS NOTIFICATION ......................... ............................... PROPERTY ACCESS NOTIFICATION .................... ............................... PROPERTY OWNER RELEASE FORM .................. ............................... 1 -08 PROSECUTION AND PROGRESS ................. ............................... REQUEST TO SUBLET FORM ................................ ............................... 1 -09 MEASUREMENT AND PAYMENT .................. ............................... 1 -10 2 -01 TEMPORARY TRAFFIC CONTROL ............... ............................... CLEARING, GRUBBING, AND ROADSIDE CLEANUP ................. 2 -02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS ................ 2 -03 2 -04 ROADWAY EXCAVATION AND EMBANKMENT-- ..................... HAUL ................................................................ ............................... 2 -07 WATERING ...................................................... ............................... 2 -09 STRUCTURE EXCAVATION ........................... ............................... 2 -11 3 -02 TRIMMING AND CLEANUP ............................ ............................... STOCKPILING AGGREGATES ....................... ............................... 4 -04 BALLAST AND CRUSHED SURFACING ........ ............................... 5 -03 5 -04 COLD MIX ASPHALT (NEW SECTION) ......... ............................... HOT MIX ASPHALT ........................................ ............................... 7 -05 MANHOLES, INLETS, CATCH BASINS, AND DRYWELLS.......... 7 -09 WATER MAINS ................................................ ............................... 7 -12 7 -16 VALVES FOR WATER MAINS ........................ ............................... IRRIGATION MAINS (NEW SECTION) ........... ............................... 8 -01 EROSION CONTROL AND WATER POLLUTION CONTROL...... 1 8 -04 8 -06 CURBS, GUTTERS, AND SPILLWAYS-.... CEMENT CONCRETE DRIVEWAY ENTRANCES ........................ 8 -14 CEMENT CONCRETE SIDEWALKS ............... ............................... 8 -22 PAVEMENT MARKING .................................... ............................... IG: \PROJECTS\2014 \14055 \14055 Spec.Docx 6 -2 PAGE NO. ....................6 -3 ....................6 -3 ....................6 -4 ... ... .. ............ 6 -6 ..................6 -12 ..................6 -14 ..................6 -16 ..................6 -21 ..................6 -21 ..................6 -29 ..................6 -30 ..................6 -31 ..................6 -32 ..................6 -34 ..................6 -37 ..................6 -45 ..................6 -46 ..................6 -47 ..................6 -48 ..................6 -49 ..................6 -49 ..................6 -50 ..................6 -50 ..................6 -50 ..................6 -51 ..................6 -51 ..................6 -52 ..................6 -55 ..................6 -56 ..................6 -58 ..................6 -58 ..................6 -62 ..................6 -62 ..................6 -63 ..................6 -63 ..................6 -64 SPECIAL PROVISIONS FOR CITY OF YAKIMA IWEST YAKIMA IRRIGATION SYSTEM PHASE 2 IMPROVEMENTS CITY OF YAKIMA PROJECT NO. IR2323 HLA PROJECT NO. 14055 INTRODUCTION TO THE SPECIAL PROVISIONS (August 14, 2013 APWA GSP) The work on this project shall be accomplished in accordance with the Standard Specifications for Road, Bridge and Municipal Construction, 2014 edition, as issued by the Washington State Department of Transportation (WSDOT) and the American Public Works Association (APWA), Washington State Chapter (hereafter "Standard Specifications "). The Standard Specifications, as modified or supplemented by the Amendments to the Standard Specifications and these Special Provisions, all of which are made a part of the Contract Documents, shall govern all of the Work. These Special Provisions are made up of both General Special Provisions (GSPs) from various sources, which may have project- specific fill -ins; and project- specific Special Provisions. Each Provision either supplements, modifies, or replaces the comparable Standard Specification, or is a new Provision. The deletion, amendment, alteration, or addition to any subsection or portion of the Standard Specifications is meant to pertain only to that particular portion of the section, and in no way should it be interpreted that the balance of the section does not apply. The project- specific Special Provisions are not labeled as such. 'The GSPs are labeled under the headers of each GSP, with the effective date of the GSP and its source. For example: (March 8, 2013 APWA GSP) �. (April 1, 2013 WSDOT GSP) Also incorporated into the Contract Documents by reference are: • Manual on Uniform Traffic Control Devices for Streets and Highways, currently adopted edition, with Washington State modifications, if any • Standard Plans for Road, Bridge and Municipal Construction, WSDOT /APWA, current edition Contractor shall obtain copies of these publications, at Contractor's own expense DESCRIPTION OF WORK The project consists of the following work: Irrigation system improvements including horizontal directional drilling approximately 5,130 linear feet of new 4" and 2" HDPE pipe; trenching approximately 7,390 linear feet of new 12 ", 8 ", 6 ", 4" and 3" PVC pipe; and installing approximately 211 service connections. Work includes installation of new mainline valves, service valves, and service pipes; connection to existing mainline and service pipes of various materials; abandonment and /or removal of existing pipe including asbestos cement pipe; surface restoration including hot mix asphalt, cement concrete pavement, gravel surfacing, cement concrete curb and gutter, and lawns; and other related improvements. IG: \PROJECTS\2014 \14055 \14055 Spec.Docx 6 -3 The quantities of work indicated in the proposal are to be considered as estimates and are for comparative bidding purposes only. All payments will be made on the basis of actual field measurement of Contract work completed. All work shall be done in accordance with the Plans, the Standard Specifications for Road, Bridge, and Municipal Construction prepared by the Washington State Department of Transportation dated 2014, referenced codes and organizations, and these Special Provisions. 1 -01 DEFINITIONS AND TERMS 1 -01.3 Definitions (March 8, 2013 APWA GSP) Delete the heading Completion Dates and the three paragraphs that follow it, and replace them with the following: Dates Bid Opening Date The date on which the Contracting Agency publicly opens and reads the Bids. Award Date The date of the formal decision of the Contracting Agency to accept the lowest responsible and responsive bidder for the work. Contract Execution Date The date the Contracting Agency officially binds the Agency to the Contract. Notice to Proceed Date The date stated in the Notice to Proceed on which the Contract time begins. Substantial Completion Date The day the Engineer determines the Contracting Agency has full and unrestricted use and benefit of the facilities, both from the operational and safety standpoint, any remaining traffic disruptions will be rare and brief, and only minor incidental work, replacement of temporary substitute facilities, plant establishment periods, or correction or repair remains for the Physical Completion of the total Contract. Physical Completion Date T,he day all of the work is physically completed on the project. All documentation required by the contract and required by law does not necessarily need to be furnished by the Contractor by this date. Completion Date The day all the work specified in the contract is completed and all the obligations of the Contractor under the contract are fulfilled by the Contractor. All documentation required by the contract and required by law must be furnished by the Contractor before establishment of this date. Final Acceptance Date The date on which the Contracting Agency accepts the work as complete. Supplement this section with the following: All references in the Standard Specifications, Amendments, or WSDOT General Special Provisions, to the terms "State ", "Department of Transportation ", "Washington State Transportation Commission ", "Commission ", "Secretary of Transportation ", "Secretary", "Headquarters ", and "State Treasurer' shall be revised to read "Contracting Agency ". All references to "State Materials Laboratory" shall be revised to read "Contracting Agency designated location ". GAPROJ- CTS\2014 \14055 \14055 Spec.Docx 6 -4 Contract Time The period of time established by the terms and conditions of the Contract within which the Work must be physically completed. Notice of Award The written notice from the Contracting Agency to the successful Bidder signifying the Contracting Agency's acceptance of the Bid Proposal. Notice to Proceed The written notice from the Contracting Agency or Engineer to the Contractor authorizing and directing the Contractor to proceed with the work and establishiing the date on which the Contract time begins. Traffic Both vehicular and non - vehicular traffic, such as pedestrians, bicyclists, wheelchairs, and equestrian traffic. The terms defined in Section 1 -01.3 of the Standard Specifications shall be further described by the following: Contracting Agency City of Yakima 129 North Second Street Yakima, WA 98901 The terms "Contracting Agency'; `Agency" and "Owner" are interchangeable. Engineer Huibregtse, Louman Associates, Inc., (HLA) 2803 River Road Yakima, WA 98902 Inspector The Contracting Agency's designated Inspector (Resident Engineer) who observes the Contractor's performance. IGAPROJECTS\2014 114055 \14055 Spec. Docx 6 -5 All references to "final contract voucher certification" shall be interpreted to mean the final payment form established by the Contracting Agency. The venue of all causes of action arising from the advertisement, award, execution, and performance of the contract shall be in the Superior Court of the County where the Contracting Agency's headquarters are located. Additive A supplemental unit of work or group of bid items, identified separately in the Bid Proposal, which may, at the discretion of the Contracting Agency, be awarded in addition to the base bid. Alternate One of two or more units of work or.groups of bid items, identified separately in the Bid Proposal, from which the Contracting Agency may make a choice between different methods or material of construction for performing the same work. Business Day A business day is any day from Monday through Friday except holidays as listed in Section 1 -08.5. Contract Documents See definition for "Contract ". Contract Time The period of time established by the terms and conditions of the Contract within which the Work must be physically completed. Notice of Award The written notice from the Contracting Agency to the successful Bidder signifying the Contracting Agency's acceptance of the Bid Proposal. Notice to Proceed The written notice from the Contracting Agency or Engineer to the Contractor authorizing and directing the Contractor to proceed with the work and establishiing the date on which the Contract time begins. Traffic Both vehicular and non - vehicular traffic, such as pedestrians, bicyclists, wheelchairs, and equestrian traffic. The terms defined in Section 1 -01.3 of the Standard Specifications shall be further described by the following: Contracting Agency City of Yakima 129 North Second Street Yakima, WA 98901 The terms "Contracting Agency'; `Agency" and "Owner" are interchangeable. Engineer Huibregtse, Louman Associates, Inc., (HLA) 2803 River Road Yakima, WA 98902 Inspector The Contracting Agency's designated Inspector (Resident Engineer) who observes the Contractor's performance. IGAPROJECTS\2014 114055 \14055 Spec. Docx 6 -5 Working Drawings Working drawings are further defined as electrical diagrams, catalog cut sheets, manufacturer's infor- mational sheets describing salient features, performance curves, or samples of fabricated and manufactured items (including mechanical and electrical equipment) required for the construction project. 1 -02 BID PROCEDURES AND CONDITIONS 1 -02.1 Prequalification of Bidders Delete, this section and replace it with the following: 1 -02.1 Qualifications of Bidder (January 24, 2011 APWA GSP) Before award of a public works contract, a bidder must meet at least the minimum qualifications of RCW 39.04.350(1) to be considered a responsible bidder and qualified to be awarded a public works project. 1 -02.2 Plans and Specifications (June 27, 2011 APWA GSP) Delete this section and replace it with the following: Information as to where Bid Documents can be obtained or reviewed will be found in the Call for Bids (Advertisement for Bids) for the work. After award of the contract, plans and specifications will be issued to the Contractor at no cost as detailed below: To Prime Contractor No. of Sets Basis of Distribution Reduced plans (11" x 17 ") 6 Furnished automatically upon award. Contract Provisions 6 Furnished automatically upon award. Large plans (e.g., 22" x 34 ") 2 Furnished only upon request. Additional plans and Contract Provisions may be obtained by the Contractor from the source stated in the Call for Bids, at the Contractor's own expense. 1 -02.4 Examination of Plans, Specifications, and Site of Work 1- 02.4(1) General Add the following paragraph: No pre -bid approval on any proposed substitute equipment shall be granted prior to the bid opening unless specified otherwise in these Specifications. 1- 02.4(2) Subsurface Information (March 8, 2013 APWA GSP) The second sentence in the first paragraph is revised to read: The Summary of Geotechnical Conditions and the boring logs, if and when included as an appendix to the Special Provisions, shall be considered as part of the contract. G.\PROJE�TS\2014 \14055 \14055 Spec.Oocx 6 -6 1 -02.5 Proposal Forms (June 27, 2011 APWA GSP) Delete this section and replace it with the following: The Proposal Form will identify the project and its location and describe the work. It will also list estimated quantities, units of measurement, the items of work, and the materials to be furnished at the unit bid prices. The bidder shall complete spaces on the proposal form that call for, but are not limited to, unit prices; extensions; summations; the total bid amount; signatures; date; and, where applicable, retail sales taxes and acknowledgment of addenda; the bidder's name, address, telephone number, and signature; the bidder's D /M/WBE commitment, if applicable; a State of Washington Contractor's Registration Number; and a Business license Number, if applicable. Bids shall be completed by typing or shall be printed in ink by hand, preferably in black ink. The required certifications are included as part of the Proposal Form. The Contracting Agency reserves the right to arrange the proposal forms with alternates and additives, if such be to the advantage of the Contracting Agency. The bidder shall bid on all alternates and additives set forth in the Proposal Form unless otherwise specified. 1 -02.6 Preparation of Proposal (June 27, 2011 APWA GSP) Supplement the second paragraph with the following: 4. If a minimum bid amount has been established for any item, the unit or lump sum price must equal or exceed the minimum amount stated. 5. Any correction to a bid made by interlineation, alteration, or erasure, shall be initialed by the signer of the bid. Delete the last paragraph, and replace it with the following: Supplement this section with the following: Any bid item which has a unit price but no extension column amount shall have the extension amount determined by multiplying the unit price times the unit quantity. Any bid item which does not have a unit price but does have an extension column amount shall have the unit price determined by dividing the extension amount by the unit quantity. Should both the unit price and the extension column amount be left blank, then the entire bid shall be considered non - responsive. 1 -02.7 Bid Deposit (March 8, 2013 APWA GSP) Supplement this section with the following: Bid bonds shall contain the following: G: \PROJECTS\2014 \14055 \14055 Spec.Docx 6 -7 The Bidder shall make no stipulation on the Bid Form, nor qualify the bid in any manner. A bid by a corporation shall be executed in the corporate name, by the president or a vice president (or other corporate officer accompanied by evidence of authority to sign). A bid by a partnership shall be executed in the partnership name, and signed by a partner. A copy of the partnership agreement shall be submitted with the Bid Form if any D /M/WBE requirements are to be satisfied through such an agreement. A bid by a joint venture shall be executed in the joint venture name and signed by a member of the joint venture. A copy of the joint venture agreement shall be submitted with the Bid Form if any D/W /MBE requirements are to be satisfied through such an agreement. Supplement this section with the following: Any bid item which has a unit price but no extension column amount shall have the extension amount determined by multiplying the unit price times the unit quantity. Any bid item which does not have a unit price but does have an extension column amount shall have the unit price determined by dividing the extension amount by the unit quantity. Should both the unit price and the extension column amount be left blank, then the entire bid shall be considered non - responsive. 1 -02.7 Bid Deposit (March 8, 2013 APWA GSP) Supplement this section with the following: Bid bonds shall contain the following: G: \PROJECTS\2014 \14055 \14055 Spec.Docx 6 -7 1. Contracting Agency- assigned number for the project; 2. Name of the project; 3. The Contracting Agency named as obligee; 4. The amount of the bid bond stated either as a dollar figure or as a percentage which represents five percent of the maximum bid amount that could be awarded; 5. Signature of the bidder's officer empowered to sign official statements. The signature of the person authorized to submit the bid should agree with the signature on the bond, and the title of the person must accompany the said signature; 6. The signature of the surety's officer empowered to sign the bond and the power of attorney. If so stated in the Contract Provisions, bidder much use the bond form included in the Contract Provisions. If so stated in the Contract Provisions, cash will not be accepted for a bid deposit. Supplement this section with the following: Bid Bond form shall be fully completed including execution date and signature date. 1 -02.9 Delivery of Proposal (August 15, 2012 APWA GSP, Option A) Delete this section and replace it with the following: Each proposal shall be submitted in a sealed envelope, with the Project Title and Project Number as stated in the Call for Bids clearly marked on the outside of the envelope, or as otherwise required in the Bid Documents, to ensure proper handling and delivery. If the project has FHWA funding and requires DBE Written Confirmation Documents or Good Faith Effort Documentation, then to be considered responsive, the Bidder shall submit with their Bid Proposal, written Confirmation Documentation from each DBE firm listed on the Bidder's completed DBE Utilization Certification, form 272 -056A EF, as required by Section 1 -02.6. The Contracting Agency will not open or consider any Bid Proposal that is received after the time specified in the Call for Bids for receipt of Bid Proposals, or received in a location other than that specified in the Call for Bids. 1 -02.13 Irregular Proposals (March 13, 2012 APWA GSP) Revise item 1 to read: 1. A proposal will be considered irregular and will be rejected if: a. The Bidder is not prequalified when so required; b. The authorized proposal form furnished by the Contracting Agency is not used or is altered; c. The completed proposal form contains any unauthorized additions, deletions, alternate Bids, or conditions; d. The Bidder adds provisions reserving the right to reject or accept the award, or enter into the Contract; e. A price per unit cannot be determined from the Bid Proposal; GAPROJEUS\2014 \14055 \14055 Spec.Docx 6 -8 f. The Proposal form is not properly executed; g. The Bidder fails to submit or properly complete a Subcontractor list, if applicable, as required in Section 1 -02.6; h. The Bidder fails to submit or properly complete a Disadvantaged Business Enterprise Certification, if applicable, as required in Section 1 -02.6; i. The Bidder fails to submit written confirmation from each DBE firm listed on the Bidder's completed DBE Utilization Certification that they are in agreement with the bidders DBE participation commitment, if applicable, as required in Section 1 -02.6, or if the written confirmation that is submitted fails to meet the requirements of the Special Provisions; j The Bidder fails to submit DBE Good Faith Effort documentation, if applicable, as required in Section 1 -02.6, or if the documentation that is submitted fails to demonstrate that a Good Faith Effort to meet the Condition of Award was made; k. The Bid Proposal does not constitute a definite and unqualified offer to meet the material terms of the Bid invitation; or I. More than one proposal is submitted for the same project from a Bidder under the same or �I different names. 1 -02.14 Disqualification of Bidders (March S, 2013 APWA GSP, Option B) Delete this section and replace it with the following: of its subcontractors shall have and document a similar procedure to determine whether G: \PROJECTS\2014 \14055\14055 Spec.Docx 6 -9 A Bidder will be deemed not responsible if the Bidder does, not meet the mandatory bidder responsibility criteria in RCW 39.04.350(1), as amended; or does not meet the following Supplemental Criteria: 1. Delinquent State Taxes A. Criterion: The Bidder shall not owe delinquent taxes to the Washington State Department r� of Revenue without a payment plan approved by the Department of Revenue. B. Documentation: The Bidder shall not be listed on the Washington State Department of Revenue's "Delinquent Taxpayer List" website: http: / /dor.wa.gov/ content/ fileandpaytaxes /latefiling /dtlwest.aspx , or if they are so listed, they must submit a written payment plan approved by the Department of Revenue, to the Contracting Agency by the deadline listed below. 2. Federal Debarment A. Criterion: The Bidder shall not currently be debarred or suspended by the Federal government. B. Documentation: The Bidder shall not be listed as having an "active exclusion" on the U.S. government's "System for Award Management" database (www.sam.gov). 3. Subcontractor Responsibility A. Criterion: The Bidder's standard subcontract form shall include the subcontractor responsibility language required by RCW 39.06.020, and the Bidder shall have an established procedure which it utilizes to validate the responsibility of each of its subcontractors. The Bidder's subcontract form shall also include a requirement that each of its subcontractors shall have and document a similar procedure to determine whether G: \PROJECTS\2014 \14055\14055 Spec.Docx 6 -9 the sub -tier subcontractors with whom it contracts are also "responsible" subcontractors as defined by RCW 39.06.020. B. Documentation: The Bidder, if and when required as detailed below, shall submit a copy of its standard subcontract form for review by the Contracting Agency, and a written description of its procedure for validating the responsibility of subcontractors with which it contracts. 4. Prevailing Wages A Criterion: The Bidder shall not have a record of prevailing wage violations as determined by WA Labor & Industries in the five years prior to the bid submittal date, that demonstrates a pattern of failing to pay workers prevailing wages, unless there are extenuating circumstances and such circumstances are deemed acceptable to the Contracting Agency. B. Documentation: The Bidder, if and when required as detailed below, shall submit a list of all prevailing wage violations in the five years prior to the bid submittal date, along with an explanation of each violation and how it was resolved. The Contracting Agency will evaluate these explanations and the resolution of each complaint to determine whether the violation demonstrate a pattern of failing to pay its workers prevailing wages as required. 5. Claims Against Retainaqe and Bonds A Criterion: The Bidder shall not have a record of excessive claims filed against the retainage or payment bonds for public works projects in the three years prior to the bid submittal date, that demonstrate a lack of effective management by the Bidder of making timely and appropriate payments to its subcontractors, suppliers, and workers, unless there are extenuating circumstances and such circumstances are deemed acceptable to the Contracting Agency. B. Documentation: The Bidder, if and when required as detailed below, shall submit a list of the public works projects completed in the three years prior to the bid submittal date that have had claims against retainage and bonds and include for each project the following information: • Name of project • The owner and contact information for the owner; • A list of claims filed against the retainage and /or payment bond for any of the projects listed; • A written explanation of the circumstances surrounding each claim and the ultimate resolution of the claim. 6. Public Bidding Crime A Criterion: The Bidder and /or its owners shall not have been convicted of a crime involving bidding on a public works contract in the five years prior to the bid submittal date. B. Documentation: The Bidder, if and when required as detailed below, shall sign a statement (on a form to be provided by the Contracting Agency) that the Bidder and /or its owners have not been convicted of a crime involving bidding on a public works contract. 7. Termination for Cause / Termination for Default A Criterion: The Bidder shall not have had any public works contract terminated for cause or terminated for default by a government agency in the five years prior to the bid submittal date; unless there are extenuating circumstances and such circumstances are deemed acceptable to the Contracting Agency. G1PROJEGTS12014114055114055 Spec.Docx 6 -10 B. Documentation: The Bidder, if and when required as detailed below, shall sign a statement (dn a form to be provided by the Contracting Agency) that the Bidder has not had any public works contract terminated for cause or terminated for default by a government agency in the five years prior to the bid submittal date; or if Bidder was terminated, describe the circumstances. 8. Lawsuits A Criterion: The Bidder shall not have lawsuits with judgments entered against the Bidder in the five years prior to the bid submittal date that demonstrate a pattern of failing to meet the terms of contracts, unless there are extenuating circumstances and such circumstances are deemed acceptable to the Contracting Agency. B. Documentation: The Bidder, if and when required as detailed below, shall sign a statement (on a form to be provided by the Contracting Agency) that the Bidder has not had any lawsuits with judgments entered against the Bidder in the five years prior to the bid submittal date that demonstrate a pattern of failing to meet the terms of contracts, or shall submit a list of all lawsuits with judgments entered against the Bidder in the five years prior to the bid submittal date, along with a written explanation of the circumstances surrounding each such lawsuit. The Contracting Agency shall evaluate these explanations to determine whether the lawsuits demonstrate a pattern of failing to meet of terms of construction related contracts. As evidence that the Bidder meets the mandatory and supplemental responsibility criteria stated above, the apparent two lowest Bidders must submit to the Contracting Agency by 12:00 P.M. (noon) of the second business day following the bid submittal deadline, a written statement verifying that the Bidder meets all of the mandatory and supplemental criteria together with supporting documentation including but not limited to that detailed above (sufficient in the sole judgment of the Contracting Agency) demonstrating compliance with all mandatory and supplemental responsibility criteria. The Contracting Agency reserves the right to request such documentation from other Bidders as well, and to request further documentation as needed to assess Bidder responsibility. The Contracting Agency also reserves the right to obtain information from third - parties and independent sources of information concerning a Bidder's compliance with the mandatory and supplemental criteria, and to use that information in their evaluation. The Contracting Agency may (but is not required to) consider mitigating factors in determining whether the Bidder complies with the requirements of the supplemental criteria. The basis for evaluation of Bidder compliance with these mandatory and supplemental criteria shall include any documents or facts obtained by Contracting Agency (whether from the Bidder or third parties) including but not limited to: (i) financial, historical, or operational data from the Bidder; (ii) information obtained directly by the Contracting Agency from others for whom the Bidder has worked, or other public agencies or private enterprises; and (iii) any additional information obtained by the Contracting Agency which is believed to be relevant to the matter. If the Contracting Agency determines the Bidder does not meet the bidder responsibility criteria above and is therefore not a responsible Bidder, the Contracting Agency shall notify the Bidder in writing, with the reasons for its determination. If the Bidder disagrees with this determination, it may appeal the determination within two (2) business days of the Contracting Agency's determination by presenting its appeal and any additional information to the Contracting Agency. The Contracting Agency will consider the appeal and any additional information before issuing its final determination. If the final determination affirms that the Bidder is not responsible, the Contracting Agency will not execute a contract with any other Bidder until at least two business days after the Bidder determined to be not responsible has received the Contracting Agency's final determination. Request to Change Supplemental Bidder Responsibility Criteria Prior To Bid: Bidders with concerns about the relevancy or restrictiveness of the Supplemental Bidder Responsibility Criteria may make or submit requests to the Contracting Agency to modify the criteria. Such requests shall be in writing, describe the nature of the concerns, and propose specific modifications to the criteria. Bidders shall submit such requests to the Contracting Agency no later than five (5) business days prior to the bid GAPROJECTS12 01 411 405 5 \14055 Spec.Docx 6 -11 submittal deadline and address the request to the Project Engineer or such other person designated by the Contracting Agency in the Bid Documents. 1- 02.15 Pre -Award Information (August 14, 2013 APWA GSP) Revise this section to read: Before awarding any contract, the Contracting Agency may require one or more of these items or actions of the apparent lowest responsible bidder: 1. A complete statement of the origin, composition, and manufacture of any or all materials to be used, 2. Samples of these materials for quality and fitness tests, 3. A progress schedule (in a form the Contracting Agency requires) showing the order of and time required for the various phases of the work, 4. A breakdown of costs assigned to any bid item, 5. Attendance at a conference with the Engineer or representatives of the Engineer, 6. Obtain, and furnish a copy of, a business license to do business in the city or county where the work is located. 7. Any other information or action taken that is deemed necessary to ensure that the bidder is the lowest responsible bidder. 1 -03 AWARD AND EXECUTION OF CONTRACT 1 -03.1 Consideration of Bids (January 23, 2006 APWA GSP) Revises the first paragraph to read: Aiter opening and reading proposals, the Contracting Agency will check them for correctness of extensions of the prices per unit and the total price. If a discrepancy exists between the price per unit and the extended amount of any bid item, the price per unit will control. If a minimum bid amount has been established for any item and the bidder's unit or lump sum price is less than the minimum specified amount. the Contracting Agency will unilaterally revise the unit or lump sum price, to the minimum specified amount and recalculate the extension. The total of extensions, corrected where necessary, including sales taxes where applicable and such additives and /or alternates as selected by the Contracting Agency, will be used by the Contracting Agency for award purposes and to fix the Awarded Contract Price amount and the amount of the contract bond. 1 -03.2 Award of Contract Supplement this section with the following: The Contract will be awarded to the apparent low bidder on the basis of the total of all bid items and schedules accepted by the Contracting Agency. The Contractor shall submit bids for all bid schedules, including all alternate and /or additive bid schedules as applicable, to be considered a responsive bidder. 1 -03.3 Execution of Contract (October 1, 2005 APWA GSP) Revisor this section to read: Copies of the Contract Provisions, including the unsigned Form of Contract, will be available for signature by the successful bidder on the first business day following award. The number of copies to be: executed by the Contractor will be determined by the Contracting Agenc .. Within ten 10 calendar days after the award date, the successful bidder shall return the signed Contracting Agency - prepared contract, an insurance certification as required by Section 1- 07.18, and a satisfactory bond as required by law and Section 1 -03.4. Before execution of the contract by the G.\PROJECTS\2014 \14055 \14055 Spec.Docx 6 -12 Contracting Agency, the successful bidder shall provide any pre -award information the Contracting Agency may require under Section 1- 02.15. Until the Contracting Agency executes a contract, no proposal shall bind the Contracting Agency nor shall any work begin within the project limits or within Contracting Agency- furnished sites. The Contractor shall bear all risks for any work begun outside such areas and for any materials ordered before the contract is executed by the Contracting Agency. If the bidder experiences circumstances beyond their control that prevents return of the contract documents within the calendar days after the award date stated above, the Contracting Agency may grant up to a maximum of twenty (20) additional calendar days for return of the documents, provided the Contracting Agency deems the circumstances warrant it. Supplement this section with the following: Failure to return the required documents within the allotted time shall be considered as non- responsive and shall result in forfeiture of the bid bond or deposit of the bidder in accordance with Section 1 -03.5. 1 -03.4 Contract Bond (October 1, 2005 APWA GSP) Revise the first paragraph to read: The successful bidder shall provide an executed contract bond for the full contract amount. This contract bond shall: 1. Be on a Contracting 9 enc A - furnished form; Agency -furnished Be signed by an approved surety (or sureties) that: a. Is registered with the Washington State Insurance Commissioner, and b. Appears on the current Authorized Insurance List in the State of Washington published by the Office of the Insurance Commissioner, 3. Be conditioned upon the faithful performance of the contract by the Contractor within the prescribed time; 4. Guarantee that the surety shall indemnify, defend, and protect the Contracting Agency against any claim of direct or indirect loss resulting from the failure: a. Of the Contractor (or any of the employees, subcontractors, or lower tier subcontractors of the Contractor) to faithfully perform the contract, or b. Of the Contractor (or the subcontractors or lower tier subcontractors of the Contractor) to pay all laborers, mechanics, subcontractors, lower tier subcontractors, materialperson, or any other person who provides supplies or provisions for carrying out the work; 5. Be accompanied by a power of attorney for the Surety's officer empowered to sign the bond; and 6. Be _signed by an officer of the Contractor empowered to sign official statements (sole proprietor or partner). If the Contractor is a corporation, the bond must be signed by the president or vice - president, unless accompanied by written proof of the authority of the individual signing the bond to bind the corporation (i.e., corporate resolution, power of attorney or a letter to such effect by the president or vice:- president). GAPROJECTSM14 \14055 114055 Spec.Docx 6 -13 Supplement this section with the following: The Contractor shall guarantee the material provided and workmanship performed under the Contract for a period of two (2) years from and after the final acceptance thereof by the Contracting Agency. Repair and/or replacement of defective materials and workmanship shall be as specified in Section 1- 0:5.12(1). In addition to the requirements for the Contract Bond according to Section 1 -03.4 of the Standard Specifications, the Bond shall further indemnify and hold the Contracting Agency harmless from defects appearing or developing in the material or workmanship provided or performed under the Contract within a period of one year after final acceptance by the Contracting Agency. The Contract Bond document is bound in these Specifications. 1 -03.7 Judicial Review Delete the last sentence in its entirety and replace it with the following: Such review, if any, shall be timely filled in the superior court of Yakima County, Washington. 1 -04 SCOPE OF THE WORK 1 -04.1 Intent of the Contract 1- 04.1(2) Bid Items Not Included in the Proposal Delete the first paragraph in its entirety and replace it with the following: If work is required to complete the project according to the intent of the Plans and Specifications but no bid item is provided in the Bid Schedule, then the Contractor shall include the cost for providing the necessary work in the unit or lump sum price for the bid item most closely related to the work. 1 -04.2 Coordination of Contract Documents, Plans, Special Provisions, Specifications, and Addenda (March 13, 2012 APWA GSP) Revise the second paragraph to read: Any inconsistency in the parts of the contract shall be resolved by following this order of precedence (e.g., 1 presiding over 2, 2 over 3, 3 over 4, and so forth): 1. Addenda, 2. Proposal Form, 3. Special Provisions, 4. Contract Plans, 5. Amendments to the Standard Specifications, 6. Standard Specifications, 7. Contracting Agency's Standard Plans or Details (if any), and 8. WSDOT Standard Plans for Road. Bridge, and Municipal Construction. 1 -04.4 Changes Supplement this section with the following: No changes in the work covered by the approved Contract Documents shall be made without having prior written or oral (as deemed appropriate due to urgency of change) approval of the Owner. If oral approval is granted, it shall be documented in writing shortly thereafter. Charges or credits for the work covered by the approved change shall be determined by one or more, or a combination of the following methods: G: \PROJECTS\2014 \14055 \14055 Spec.Docx 6 -14 l a. Unit bid prices previously approved. ib. An agreed lump sum. c. The actual costs of: (1) Labor, including , foremen; (2) Materials entering permanently into the work; (3) The ownership or rental costs of construction plant and equipment during the time of use on the extra work; (4) Power and consumable supplies for the operation of power equipment; (5) Insurance; (6) Social Security and old age and unemployment contributions. Should authorized changes be made based upon the actual cost of material and labor, the costs thereof and costs allowed for overhead profit, bonds, insurance, etc., shall be determined via Section 1 -09.6 Force Account of the Standard Specifications. Delete the last two paragraphs in their entirety and replace with the following: After bid award, the Contractor may submit proposals for changing the Plans, Specifications, or other requirements of the Contract. These proposals must reduce the cost or time required for construction of the project. If determined appropriate by the Contracting Agency, a change order will be executed implementing the proposed change /changes. 1- 04.4(1) Minor Changes Supplement this section with the following: '1 The Contractor is advised that this item may or may not be utilized in this ect. j ro p 1 -04.6 Variation in Estimated Quantities Supplement this section with the following: �. The quantities listed in the unit price Bid Proposal are estimates for bidding purposes only. There will be no adjustments in price due to increases or decreases in quantities regardless of the magnitude. The 25 percent provisions of this Section 1 -04.6 shall not apply to: All Bid Items. Payment will be made at the unit contract price for actual quantities of work completed. 1 -04.11 Final Cleanup ISupplement this section with the following: Partial cleanup shall be done by the Contractor when he feels it is necessary or when, in the opinion of the Contracting Agency, partial cleanup should be done prior to either final cleanup or final inspection. The cleanup work shall be done immediately upon written notification of the Engineer and other work shall not proceed until this partial cleanup is accomplished. Should the Contractor not conduct the cleanup as directed and in a timely manner, the Owner shall take action to have such cleanup work completed by others and will deduct such costs from any payment due the Contractor. IG: \PROJECTS\2014 \14055 \14055 Spec.Docx 6 -15 1 -05 CONTROL OF WORK 1 -05.1 Authority of the Engineer Supplement this section with the following: Unless otherwise expressly provided in the Contract Drawings, Specifications, and Addenda, the means and methods of construction shall be such as the Contractor may choose; subject, however, to the Engineer's right to reject means and methods proposed by the Contractor which (1) will consti- tute or create a hazard to the work, or to persons or property; or (2) will not produce finished work in accordance with the terms of the Contract. The Engineer's approval of the Contractor's means and methods of construction or his failure to exercise his right to reject such means or methods shall not relieve the Contractor of the obligation to accomplish the result intended by the Contract; nor shall the exercise of such right to reject create a cause for action for damages. At the Contractor's risk, the Engineer may suspend all or part of the work according to Section 1 -08.6 1 -05.3 Plans and Working Drawings Delete the second, third, and fourth paragraphs of this section and replace with the following: The Contractor shall submit to the Engineer for review and approval, six copies of all Working Drawings required in the project documents. The data shown on the Working Drawings will be complete with respect to dimensions, design criteria, products and materials of construction, and like information to enable the Engineer to review the submittal. At the time of submittal, the Contractor shall, in writing, call attention to any deviations that the item or material submitted may have from the requirements of the Contract Specifications., When the Contractor does call such deviations to the attention of the Engineer, the Contractor shall state in his letter whether or not such deviations involve any deduction or extra cost adjustment. Unless otherwise approved by the Engineer, Working Drawings and samples shall be submitted only bit the Prime Contractor, who shall indicate by a signed stamp on the Working Drawing, or other means, that he (the Prime Contractor) has checked the Working Drawing. The Contractor's stamp of approval on the Working Drawings shall constitute a representation to the Owner and Engineer that the Contractor has either determined and verified all quantities, dimensions, field construction criteria, materials, catalog numbers, or similar data and assumes full responsibility for doing so, and that he has reviewed or coordinated each Working Drawing or sample with the requirements of the Contract Documents. Working Drawings shall be submitted in sufficient time to allow the Engineer not less than 20 working days for review. The practice of submitting incomplete or unchecked Working Drawings for the Engineer to correct or finish will not be acceptable, and Working Drawings which, in the opinion of the Engineer, clearly indicate that they have not been checked by the Contractor will be considered as not complying with the intent of the Contract Documents and will be returned to the Contractor for resubmission in proper form. The Engineer will review with reasonable promptness Working Drawings and samples, but the Engineer's review shall be only for conformance with the design concept of the Project and for compliance with the information given in the Contract Documents and shall not extend to the means, methods, sequences, techniques or procedures of construction, or to safety precautions or programs incidental thereto. The review by the Engineer of a separate item as such will not indicate review of the assembly in which the item functions. When the Working Drawings have been reviewed by the Engineer, two sets of submittals will be returned to the Contractor appropriately stamped. If major changes or corrections are necessary, the Working Drawings may be rejected and one set will be returned to the Contractor with such changes or corrections indicated. The Contractor shall make any corrections required by the Engineer and shall resubmit the required number of corrected Working Drawings or samples for review. No GAPROJECTST014 \14055 \14055 Spec.Docx 6 -16 I 1 changes shall be made by the Contractor to resubmitted Working Drawings other than those changes indicated by the Engineer, unless such changes are clearly described in a letter accompanying the resubmitted Working Drawings. Where a Working Drawing or sample is required by the Specifications, no related work shall be commenced until the submittal has been reviewed and approved by the Engineer. 1- 05.3(1) Electronic Submittals (New Section) The following new section shall be added to the Standard Specifications: Working Drawings may be submitted by the Contractor to the Engineer in electronic format. Working Drawings submitted by subcontractors, directly to the Owner or sub- consultants, will be rejected for the purpose of approval. Working Drawings shall be transmitted to HLA with the Submittal Transmittal sheet provided to the Contractor after project award. The Submittal Transmittal form includes certification language stating the submittal has been reviewed by the Contractor and complies with the Plans and Specifications. Catalog cuts shall include marks to indicate the specific item that is to be provided for the project. If alternate items are submitted for approval, the Contractor shall indicate the proposed location and use of the item. The Engineer will return one paper copy and an electronic (.pdf) copy to the Contractor. No submittal or Working Drawing will be recognized without the Engineer's review attached. In case of dispute, the Engineer's electronic copy will be recognized as the accepted copy of record. 1- 05.3(2) Project Record Drawings (New Section) The following new section shall be added to the Standard Specifications: The Contractor shall maintain a neatly marked, full -size set of record drawings showing the final location and layout of all new construction. Drawings shall be kept current weekly, with all field instruction, change orders, and construction adjustment. Drawings shall be subject to the inspection of the Engineer at all times. Prior to acceptance of the work, the Contractor shall deliver to the Engineer one set of neatly marked record drawings showing the information required above. Requests for partial payment will not be approved if the marked -up prints are not kept current, and request for final payment will not be approved until the marked -up prints are delivered to the Engineer. 1 -05.4 Conformity with and Deviations from Plans and Stakes Delete this section and replace it with the following: No construction staking is required for this project. The Contractor shall be responsible for construction staking where deemed necessary by him. 1 -05.5 Survey Monuments (New Section) The following new section shall be added to the Standard Specifications: The Contracting Agency will, at its own cost, reference all known existing monuments or markers relating to subdivisions, plats, roads, street centerline intersections, etc. The Contractor shall take special care to protect these monuments or markers and also the reference points. In the event the Contractor is negligent in preserving such monuments and markers, the points will be reset by a licensed surveyor at the Contractor's expense. IG:\ PROJECTS \2014 \14055\14055 Spec.Docx 6 -17 1 -053 Inspection of Work and Materials 1- 05.16(1) Testing (New Section) The fallowing new section shall be added to the Standard Specifications: The Contractor shall be responsible for scheduling and paying for all material and compaction testing required by these Technical Specifications. The cost of testing shall be considered incidental to the various bid items. All testing services shall be performed by an independent, certified testing firm and /or laboratory meeting the approval of the Engineer. The Contractor shall submit information r0lating to the qualifications of the proposed testing firm to the Engineer for review and approval prior to the preconstruction conference. The testing firm shall provide a test report to the Engineer within 24 hours of any test completion. Test reports shall become the property of the Owner. Testing frequencies listed below may be modified to assure compliance with the Specifications. Trench Backfill All trenches shall be backfilled and compacted to at least 95 percent of maximum density as determined by ASTM D 698 (Standard proctor). Roadway Embankment Roadway embankment compaction shall be as specified in Section 2- 03.3(14). Roadway Subgrade Subgrade compaction shall be as specified for Roadway Embankment. Ballast and Crushed Surfacing Compaction of ballast and crushed surfacing shall be as specified in Section 4- 04.3(5). Coment Concrete Curb, Gutter, and Sidewalk Concrete strength cylinders shall be taken and tested as determined by the Owner. Asphalt Paving Compaction of asphalt concrete pavement shall be as specified in Section 5- 04.3(10)B. 1 -05.7 Removal of Defective and Unauthorized Work (October 1, 2005 APWA GSP) Supplement this section with the following: If the Contractor fails to remedy defective or unauthorized work within the time specified in a written notice from the Engineer, or fails to perform any part of the work required by the Contract Documents, the Engineer may correct and remedy such work as may be identified in the written notice, with Contracting Agency forces or by such other means as the Contracting Agency may deem necessary. If the Contractor fails to comply with a written order to remedy what the Engineer determines to be an emergency situation, the Engineer may have the defective and unauthorized work corrected immediately, have the rejected work removed and replaced, or have work the Contractor refuses to perform completed by using Contracting Agency or other forces. An emergency situation is any situation when, in the opinion of the Engineer, a delay in its remedy could be potentially unsafe, or might cause serious risk of loss or damage to the public. Direct or indirect costs incurred by the Contracting Agency attributable to correcting and remedying defective or unauthorized work, or work the Contractor failed or refused to perform, shall be paid by the! Contractor. Payment will be deducted by the Engineer from monies due, or to become due, the G V ROJECTS\2014 \14055 \14055 Spec. Docx 6 -18 Contractor. Such direct and indirect costs shall include in particular, but without limitation, compensation for additional professional services required, and costs for repair and replacement of work of others destroyed or damaged by correction, removal, or replacement of the Contractor's unauthorized work. No adjustment in contract time or compensation will be allowed because of the delay in the performance of the work attributable to the exercise of the Contracting Agency's rights provided by this Section. The rights exercised under the provisions of this section shall not diminish the Contracting Agency's right to pursue any other avenue for additional remedy or damages with respect to the Contractor's failure to perform the work as required. 1 -05.11 Final Inspection Delete this section and replace it with the following: 1 -05.11 Final Inspections and Operational Testing (October 1, 2005 APWA GSP) 1- 05.11(1) Substantial Completion Date When the Contractor considers the work to be substantially complete:, the Contractor shall so notify the Engineer and request the Engineer establish the Substantial Completion Date. The Contractor's request shall list the specific items of work that remain to be completed in order to reach physical completion. The Engineer will schedule an inspection of the work with the Contractor to determine the status of completion. The Engineer may also establish the Substantial Completion Date unilaterally. If, after this inspection, the Engineer concurs with the Contractor that the work is substantially complete and ready for its intended use, the Engineer, by written notice to the Contractor, will set the Substantial Completion Date. If, after this inspection the Engineer does not consider the work substantially complete and ready for its intended use, the Engineer will, by written notice, so notify the Contractor giving the reasons therefore. Upon receipt of written notice concurring in or denying substantial completion, whichever is applicable, the Contractor shall pursue vigorously, diligently and without unauthorized interruption, the work necessary to reach Substantial and Physical Completion. The Contractor shall provide the Engineer with a revised schedule indicating when the Contractor expects to reach substantial and physical completion of the work. The above process shall be repeated until the Engineer establishes the Substantial Completion Date and the Contractor considers the work physically complete and ready for final inspection. 1- 05.11(2) Final Inspection and Physical Completion Date When the Contractor considers the work physically complete and ready for final inspection, the Contractor by written notice, shall request the Engineer to schedule a final inspection. The Engineer will set a date for final inspection. The Engineer and the Contractor will then make a final inspection and the Engineer will notify the Contractor in writing of all particulars in which the final inspection reveals the work incomplete or unacceptable. The Contractor shall immediately take such corrective measures as are necessary to remedy the listed deficiencies. Corrective work shall be! pursued vigorously, diligently, and without interruption until physical completion of the listed deficiencies. This process will continue until the Engineer is satisfied the listed deficiencies have been corrected. If action to correct the listed deficiencies is not initiated within 7 days after receipt of the written notice listing the deficiencies, the Engineer may, upon written notice to the Contractor, take whatever steps are necessary to correct those deficiencies pursuant to Section 1 -05.7. The Contractor will not be allowed an extension of contract time because of a delay in the performance of the work attributable to the exercise of the Engineer's right hereunder. 1 G \PROJECTS\2014 \14055 \14055 Spec.Docx 6 -19 Upon correction of all deficiencies, the Engineer will notify the Contractor and the Contracting Agency, in writing, of the date upon which the work was considered physically complete. That date shall constitute the Physical Completion Date of the contract, but shall not imply acceptance of the work or that all the obligations of the Contractor under the contract have been fulfilled. 1- 05.11(3) Operational Testing It is the intent of the Contracting Agency to have at the Physical Completion Date a complete and operable system. Therefore when the work involves the installation of machinery or other mechanical equipment; street lighting, electrical distribution or signal systems; irrigation systems; buildings; or other similar work it may be desirable for the Engineer to have the Contractor operate and test the work for a period of time after final inspection but prior to the physical completion date. Whenever items of work are listed in the Contract Provisions for operational testing they shall be fully tested under operating conditions for the time period specified to ensure their acceptability prior to the Physical Completion Date. During and following the test period, the Contractor shall correct any items of workmanship, materials, or equipment which prove faulty, or that are not in first class operating condition. Equipment, electrical controls, meters, or other devices and equipment to be tested during this period shall be tested under the obsenfation of the Engineer, so that the Engineer may determine their suitability for the purpose for which they were installed. The Physical Completion Date cannot be established until testing and corrections have been completed to the satisfaction of the Engineer. The costs for power, gas, labor, material, supplies, and everything else needed to successfully complete operational testing, shall be included in the unit contract prices related to the system being tested, unless specifically set forth otherwise in the proposal. Operational and test periods, when required by the Engineer, shall not affect a manufacturer's guaranties or warranties furnished under the terms of the contract. 1- 05.12(1) Two -Year Guarantee Period (New Section) The following new section shall be added to the Standard Specifications: The Contractor shall return to the project and repair or replace all defects in workmanship and material discovered within two (2) years after Final Acceptance of the Work. The Contractor shall start work to remedy any such defects within 7 calendar days of receiving Contracting Agency's written notice of a defect, and shall complete such work within the time stated in the Contracting Agency's notice. In case of an emergency, where damage may result from delay or where loss of services may result, such corrections may be made by the Contracting Agency's own forces or another contractor, in which case the cost of corrections shall be paid by the Contractor. In the event the! Contractor does not accomplish corrections within the time specified, the work will be otherwise accomplished and the cost of same shall be paid by the Contractor. When corrections of defects are made, the Contractor shall then be responsible for correcting all defects in workmanship and materials in the corrected work for two (2) years after acceptance of the corrections by Contracting Agency. This guarantee is supplemental to and does not limit or affect the requirements that the Contractor's work comply with the requirements of the Contract or any other legal rights or remedies of the Contracting Agency. Supplement this section with the following: The Contractor agrees the above two -year limitation shall not exclude nor diminish the Contracting Agency's rights under any law to obtain damages and recover costs resulting from defective and unauthorized work discovered after two years. G:\PROJECTS\2014\14055\14055 Spec. Docx 6 -20 I 1 1 1 -05.13 Superintendents, Labor and Equipment of Contractor (August 14, 2013 APWA GSP) Delete the sixth and seventh paragraphs of this section. 1 -05.15 Method of Serving Notices (March 25, 2009 APWA GSP) Revise the second paragraph to read: All correspondence from the Contractor shall be directed to the Project Engineer. All correspondence from the Contractor constituting any notification, notice of protest, notice of dispute, or other correspondence constituting notification required to be furnished under the Contract, must be in paper format, hand delivered or sent via mail delivery service to the Project Engineer's office. Electronic copies such as a -mails or electronically delivered copies of correspondence will not constitute such notice and will not comply with the requirements of the Contract. 1 -05.16 Water and Power (New Section) The following new section shall be added to the Standard Specifications: Water Supply: Water for use on this project shall be furnished by the Contracting Agency, at no cost to the Contractor, and the Contractor shall convey the water from the nearest convenient hydrant, but shall first obtain a meter from the Water Department prior to use. The hydrants shall be used in accordance with the appropriate Water Department regulations. The City reserves the right to deny the use of fire hydrants where deemed inappropriate by the City. Power Supply: The Contractor shall make necessary arrangements, and shall bear the costs for power necessary for the performance of the work. Measurement and Payment: No separate measurement and payment for water and power will be made. This pertains to water required for dust control, water settling trenches (when approved by the Engineer), and any other water as required by the Contract Documents. All costs for hauling, conveying, and applying water shall be included in the various bid items of the proposal. 1 -05.17 Oral Agreements (October 1, 2005 APWA GSP) Add the following new section: No oral agreement or conversation with any officer, agent, or employee of the Contracting Agency, either before or after execution of the contract, shall affect or modify any of the terms or obligations contained in any of the documents comprising the contract. Such oral agreement or conversation shall be considered as unofficial information and in no way binding upon the Contracting Agency, unless subsequently put in writing and signed by the Contracting Agency. 1 -06 CONTROL OF MATERIAL 1- 06.1(4) Fabrication Inspection Expense Delete this section in its entirety. 1 -07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1 -07.1 Laws to be Observed (October 1, 2005 APWA GSP) Supplement this section with the following: In cases of conflict between different safety regulations, the more stringent regulation shall apply. ' G. \PROJECTS\2014 \14055 \14055 Spec.Oocx 6 -21 The Washington State Department of Labor and Industries shall be the sole and paramount administrative agency responsible for the administration of the provisions of the Washington Industrial Safety and Health Act of 1973 (WISHA). The Contractor shall maintain at the project site office, or other well -known place at the project site, all articles necessary for providing first aid to the injured. The Contractor shall establish, publish, and make known to all employees, procedures for ensuring immediate removal to a hospital, or doctor's care, persons, including employees, who may have been injured on the project site. Employees should not be permitted to work on the project site before the Contractor has established and made known procedures for removal of injured persons to a hospital or a doctor's care. The Contractor shall have sole responsibility for the safety, efficiency, and adequacy of the Contractor's plant, appliances, and methods, and for any damage or injury resulting from their failure, or improper maintenance, use, or operation. The Contractor shall be solely and completely responsible for the conditions of the project site, including safety for all persons and property in the performance of the work. This requirement shall apply continuously, and not be limited to normal working hours. The required or implied duty of the Engineer to conduct construction review of the Contractor's performance does not, and shall not, be intended to include review and adequacy of the Contractor's safety measures in, on, or near the project site. Amend the second sentence of the first paragraph to read: The Contractor shall indemnify and save harmless the Contracting Agency (including any agents, officers, employees, and representatives) against any claims which may arise because the Contractor (or any employee of the Contractor or subcontractor or materialman) violated a legal requirement. 1 -07.2 State Taxes Delete this section, including its sub - sections, in its entirety and replace it with the following: 1 -07.2 State Sales Tax (June 27, 2011 APWA GSP) The Washington State Department of Revenue has issued special rules on the State sales tax. Sections 1- 07.2;1) through 1- 07.2(3) are meant to clarify those rules. The Contractor should contact the Washington State Department of Revenue for answers to questions in this area. The Contracting Agency will not adjust its payment if the Contractor bases a bid on a misunderstood tax liability. The Contractor shall include all Contractor -paid taxes in the unit bid prices or other contract amounts. In some cases, however, state retail sales tax will not be included. Section 1- 07.2(2) describes this exception. The Contracting Agency will pay the retained percentage (or release the Contract Bond if a FHWA- funded Project:) only if the Contractor has obtained from the Washington State Department of Revenue a certificate showing that all contract - related taxes have been paid (RCW 60.28.051). The Contracting Agency/ may deduct from its payments to the Contractor any amount the Contractor may owe the Washington State Department of Revenue, whether the amount owed relates to this contract or not. Any amount so deducted will be paid into the proper State fund. 1- 07.21;1) State Sales Tax - Rule 171 WAC 458 -20 -171, and its related rules, apply to building, repairing, or improving streets, roads, etc., which are owned by a municipal corporation, or political subdivision of the state, or by the United States, and which are used primarily for foot or vehicular traffic. This includes storm or combined sewer systems within and included as a part of the street or road drainage system and power lines when such are part of the roadway lighting system. For work performed in such cases, the Contractor shall include Washington State Retail Sales Taxes in the various unit bid item prices, or other contract amounts, including those that the Contractor pays on the purchase of the materials, equipment, or supplies used or consumed in doing the work. GAPROJEC7SQ01 411 405511 4 0 55 Spec. Docx 6 -22 7 u u 1- 07.2(2) State Sales Tax - Rule 170 WAC 458 -20 -170, and its related rules, apply to the constructing and repairing of new or existing buildings, or other structures, upon real property. This includes, but is not limited to, the construction of streets, roads, highways, etc., owned by the state of Washington; water mains and their appurtenances; sanitary sewers and sewage disposal systems unless such sewers and disposal systems are within, and a part of, a street or road drainage system; telephone, telegraph, electrical power distribution lines, or other conduits or lines in or above streets or roads, unless such power lines become a part of a street or road lighting system; and installing or attaching of any article of tangible personal property in or to real property, whether or not such personal property becomes a part of the realty by virtue of installation. For work performed in such cases, the Contractor shall collect from the Contracting Agency, retail sales tax on the full contract price. The Contracting Agency will automatically add this sales tax to each payment to the Contractor. For this reason, the Contractor shall not include the retail sales tax in the unit bid item prices, or in any other contract amount subject to Rule 170, with the following exception. Exception: The Contracting Agency will not add in sales tax for a payment the Contractor or a subcontractor makes on the purchase or rental of tools, machinery, Equipment, or consumable supplies not integrated into the project. Such sales taxes shall be included in the unit bid item prices or in any other contract amount. 1- 07.2(3) Services The Contractor shall not collect retail sales tax from the Contracting Agency on any contract wholly for professional or other services (as defined in Washington State Department of Revenue Rules 138 and 244). 1 -07.6 Permits and Licenses Supplement this section with the following: The Contractor and all subcontractors are responsible for obtaining and paying for business licenses in the City of Yakima. No hydraulic permits are required for this project unless the Contractor's operations use, divert, obstruct, or change the natural flow or bed of any river or stream, or utilize any of the waters of the State or materials from gravel or sand bars, or from stream beds. All costs required to comply with this section shall be the responsibility of the Contractor. 1 -07.13 Contractor's Responsibility for Work 1- 07.13(3) Relief of Responsibility for Damage by Public Traffic Delete this section and replace it with the following: When it is necessary for public traffic to utilize the street and associated facilities during construction, the Contractor shall be responsible for damages to permanent work. The Contractor shall provide all necessary protection and temporary facilities to accommodate both vehicular and pedestrian traffic during construction. 1 -07.17 Utilities and Similar Facilities Supplement. this section with the following: Public and private utilities, or their contractors, will furnish all work necessary to adjust, relocate, ' replace, or construct their facilities unless otherwise provided for in the Plans or these Special Provisions. Such adjustment, relocation, replacement, or construction will be done during the prosecution of the work for this project. ' GIPROJECTS\2014 \14055 \14055 Spec.Docx 6 -23 The following addresses and telephone number of utility companies known or suspected of having facilities within the project limits are supplied for the Contractor's convenience: Utility Company Address Phone Number City of Yakima Water & Irrigation Division 2301 Fruitvale Boulevard, Yakima, WA 98902 (509) 575 -6154 City of Yakima Wastewater Collections 204 West Pine Street, Yakima, WA 98902 (509) 576 -6302 Centuryl-ink 8 South 2 1d Ave., Rm. 304, Yakima, WA 98902 (509) 575 -7185 Pacific Power 500 North Keys Road, Yakima, WA 98901 (509) 575 -3158 Cascade Natural Gas 701 South First Avenue, Yakima, WA 98902 (509) 457 -8176 Charter Communications 1005 North 161' Avenue, Yakima, WA 98902 (509) 494 -7715 Locations and dimensions shown on the Plans for existing facilities are in accordance with available information obtained without uncovering, measuring, or other verification. It shall be the Contractor's responsibility to investigate the presence and location of all utilities prior to bid opening and to assess their impacts on his construction activities. The Contractor shall call the Utility Notification Center (One -Call Agency) for field location, not less than two or 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 legal local, state, or federal holiday. The telephone number for the One -Call Agency for this project is 1- 800 - 424 -5555. If no one- number locator service is available, notice shall be provided individually by the Contractor to those owners known to or suspected of having underground facilities within the area of proposed excavation. U `ilities, new or old, may be renewed, relocated, or adjusted for the proposed construction. The Contractor shall, prior to beginning any work, meet with all utility organizations (public and private) in the field to familiarize himself with existing utility locations, along with familiarizing himself with plans and schedules for the installation of new, relocated, or adjusted utilities. Both public and private utility organizations, along with private contractors working for these organizations, may be doing utility installations within the area. The proposed construction work must be coordinated with these utility installations. The Contractor shall arrange with the owners and operators of the respective utility systems to mark tha locations and, if necessary or prudent, to expose the existing utilities prior to construction of the facilities contained in this Contract. The Contractor shall coordinate his work with other contractors who may be working in the project area and cooperate with them. 1 -07.18 Public Liability and Property Damage Insurance Delete this section in its entirety, and replace it with the following: Within ten (10) days following contract award or prior to start of construction, whichever comes first, the Contractor shall furnish the Owner a Certificate of Insurance and the additional insured endorsements as evidence of compliance with these requirements. This certificate shall name the CITY OF YAKIMA, its employees, agents, elected and appointed officials, Huibregtse, Louman Associates, Inc., (HLA), as "additional insureds" and shall stipulate that the policies named thereon cannot be canceled unless at least forty -five (45) days written notice has been given to the Owner. The certificate shall not contain the following or similar wording regarding cancellation notification: "Failure to mail such notice shall impose no obligation or liability of any kind upon the company, its agents, or representatives." The Contractor shall obtain and keep in force the following policies of insurance. The policies shall be with companies or through sources approved by the State Insurance Commissioner pursuant to GAPROJE(;TSU014k14055 \14055 Spec.Docx 6 -24 1 Chapter 48.05, RCW. Unless otherwise indicated below, the policies shall be kept in force from the ' execution date of the contract until the date of acceptance by the Owner. 1. Commercial General Liability Insurance written under ISO Form CG0001 or its equivalent with ' minimum limits of $3,000,000 per occurrence and in the aggregate for each policy period. This protection may be a CGL policy or any combination of primary, umbrella or excess liability coverage affording total liability limits of not less than $3,000,000. Products and completed operations coverage shall be provided for a period of one year following final acceptance of the ' work. 2. Commercial Automobile Liability Insurance providing bodily injury and property damage liability ' coverage for all owned and non -owned vehicles assigned to or used in the performance of the work with a combined single limit of not less than $1,000,000 each occurrence with the Owner named as an additional insured in connection with the Contractor's Performance of the contract. 3. Owners and Contractors Protective (OCP) Insurance providing bodily injury and property damage liability coverage, with limits of $3,000,000 per occurrence and in the aggregate for each policy period, written on Insurance Services Office (ISO) form CG0009 together with Washington State Department of Transportation Amendatory Endorsement No. CG 2908, specifying the Contracting Agency as a named insured. The Contractor may choose to terminate this insurance after the date of Substantial Completion as determined by the Engineer or, should Substantial Completion not be achieved, after the date of Physical Completion as determined by the Engineer. In the event the Contractor elects to terminate this coverage, prior to acceptance of the contract, the Contractor shall first obtain an endorsement to the Commercial General Liability Insurance described below that establishes the Contracting Agency on that policy as an additional insured. The Owners and Contractors Protective Insurance policy shall not be subject to a deductible or ' contain provisions for a deductible. The Commercial General Liability policy and the Commercial Automobile Liability Insurance policy may, at the discretion of the Contractor, contain provisions for a deductible. If a deductible applies to any claim under these policies, then payment of that deductible will be the responsibility of the Contractor, notwithstanding any claim of liability against the ' Contracting Agency. However in no event shall any provision for a deductible provide for a deductible in excess of $50,000.00. ' Prior to contract execution, the Contractor shall file with the Engineer ACORD Form Certificates of Insurance evidencing the minimum insurance coverages required under these specifications. All insurance policies and Certificates of Insurance shall include a requirement providing for a ' minimum of 45 days prior written notice to the Contracting Agency of any cancellation or reduction of coverage. All insurance coverage required by this section shall be written and provided by "occurrence- based" policy forms rather than by "claims made" forms. 1 1 Failure on the part of the Contractor to maintain the insurance as required shall constitute a material breach of contract upon which the Contracting Agency 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 Contracting Agency on demand, or at the sole discretion of the Contracting Agency, offset against funds due the Contractor from the Contracting Agency. All costs for insurance, including any payments of deductible amounts, shall be considered incidental to and included in the unit contract prices and no additional payment will be made. The Contractor is responsible for all his subcontractors' actions and omissions. IG: \PROJECTS\2014 \14055 \14055 Spec.Docx 6 -25 1- 07.23 Public Convenience and Safety 1- 07.23(1) Construction Under Traffic Add the following after the third sentence of the second paragraph: Deficiencies not caused by the Contractor's operations shall be repaired by the Contractor when directed by the Engineer, at the Contracting Agency's expense. Replace item 2. of the second paragraph with the following: 2. Keep existing traffic signal and lighting systems in operation as the work proceeds. (The Contracting Agency will continue the route maintenance on such system.) Add the following to the third paragraph: 5. The Contractor shall maintain vehicular and pedestrian access to businesses at all times that businesses are open. Add the following to the sixth paragraph: 7. Open trenches and excavations shall be protected with proper barricades and at night, they shall be distinctively indicated by adequately placed lights. Add the following paragraph: It shall be the responsibility of the Contractor to seek the approval of and notify the Resident Engineer and the Police and Fire Departments at least 24 hours prior to closing any street, in addition to correlating the proposed closures with the Contracting Agency to ensure proper detouring of traffic. When the street is re- opened, it shall again be the responsibility of the Contractor to notify the above named departments and persons. 1- 07.23(2) Construction and Maintenance of Detours Add the following to the third paragraph: The Contractor shall maintain vehicular and pedestrian access to businesses at all times that businesses are open, unless work is occurring immediately in front of the doorway. It shall be the responsibility of the Contractor to maintain pedestrian traffic and business access throughout the duration of the project. At a minimum, the Contractor shall: 1. Minimize the disruption in front of the business access by removing sidewalk on either side of the access and leaving the existing sidewalk in place as long as possible and, likewise, shall sequence the installation of the new sidewalk to provide access to the business; 2. Provide gravel surfacing (crushed surfacing top course) access across the construction area to the door of the business; 3. Provide boardwalks and bridging where gravel surfacing cannot be provided or, by the nature of the business or where directed by the Engineer, wheeled access by strollers and wheelchairs is critical to the business and cannot be provided through the gravel surfacing; 4. Provide temporary sidewalk signs directing pedestrians through the construction, notifying pedestrians of alternative routes, and directing pedestrians to businesses where means of access is not obvious; and 5. Adjusting times of construction immediately in front of a business access to times of the day when the business is closed, or business activity is light. For example, construction in front of a deli would be restricted during the lunch hour. 6. When construction activities will affect ingress and egress to a property along the project alignment, the Contractor shall be responsible for notifying the occupant/occupants of the property 24 hours prior to the construction activity beginning. If personal contact with the occupant is not possible, the Contractor shall leave written notification. 7. Local access shall be maintained to the residents within the project limits at all times. GAPROJECTS\2014 \14055 \14055 Spec.Docx 6-26 ' 1 -07.24 Rights of Way (October 1, 2005 APWA GSP) Delete this section in its entirety, and replace it with the following: Street right -of -way lines, limits of easements, and limits of construction permits are indicated in the Plans. The Contractor's construction activities shall be confined within these limits, unless ' arrangements for use of private property are made. Generally, the Contracting Agency will have obtained, prior to bid opening, all rights -of -way and easements, both permanent and temporary, necessary for carrying out the work. Exceptions to this are noted in the Bid Documents or will be brought to the Contractor's attention by a duly issued Addendum. ' Whenever any of the work is accomplished on or through property other than public right -of -way, the Contractor shall meet and fulfill all covenants and stipulations of any easement agreement obtained by the Contracting Agency from the owner of the private property. Copies of the easement agreements may be included in the Contract Provisions or made available to the Contractor as soon ' as practical after they have been obtained by the Engineer. Whenever easements or rights of entry have not been acquired prior to advertising, these areas are so noted in the Plans. The Contractor shall not proceed with any portion of the work in areas where right -of -way, easements or rights of entry have not been acquired until the Engineer certifies to the Contractor that the right -of -way or easement is available or that the right of entry has been received. If the Contractor is delayed due to acts of omission on the part of the Contracting Agency in obtaining easements, rights of entry or right -of -way, the Contractor will be entitled to an extension of time. The Contractor agrees that such delay shall not be a breach of contract. ' Each property owner shall be given 48 hours' notice prior to entry by the Contractor. This includes entry onto easements and private property where private improvements must be adjusted. The Contractor shall be responsible for providing, without expense or liability to the Contracting Agency, any additional land and access thereto that the Contractor may desire for temporary construction facilities, storage of materials, or other Contractor needs. No vehicles, equipment, supplies or materials may be parked or stored on private property unless a written agreement ' between the Contractor and property owner is executed and provided to the Engineer prior to construction. However, before using any private property, whether adjoining the work or not, the Contractor shall file with the Engineer a written permission of the private property owner, and, upon vacating the premises, a written release from the property owner of each property disturbed or ' otherwise interfered with by reasons of construction pursued under this contract. The statement shall be signed by the private property owner, or proper authority acting for the owner of the private property affected, stating that permission has been granted to use the property and all necessary ' permits have been obtained or, in the case of a release, that the restoration of the property has been satisfactorily accomplished. The statement shall include the parcel number, address, and date of signature. Written releases must be filed with the Engineer before the Completion Date will be established. 1 -07.28 Safety Standards (New Section) ' The following new section shall be added to the Standard Specifications: All work shall be performed in accordance with all applicable local, state, and federal health and safety codes, standards, regulations, and /or accepted industry standards. It shall be the ' responsibility of the Contractor to ensure that his work force and the public are adequately protected against any hazards. ' The Contracting Agency shall have the authority at all times to issue a stop work order at no penalty to the Contracting Agency if, in its opinion, working conditions present an undue hazard to the public, property, or the work force. Such authority shall not, however, relieve the Contractor of responsibility GAPROJECTS\2014 \14055 \14055 Spec.Docx 6 -27 for the maintenance of safe working conditions or assess any responsibility to the Contracting Agency or Engineer for the identification of any or all unsafe conditions. 1- 07.29 Notifying Property Owners (New Section) The fallowing new section shall be added to the Standard Specifications: When construction activities will affect ingress and egress or utility service to a property along the project alignment, the Contractor shall be responsible for notifying the occupant/occupants of the property 24 hours prior to the construction activity beginning. If personal contact with the occupant is not possible, the Contractor shall leave written notification. Property owner notification requirements shall be coordinated with the Owner. GAPROJECTS\2014 \14055 \14055 Spec.Docx 6 -28 1 Water / Irrigation Division Working Together Toward Excellence in Service and Quality VEHICLE ACCESS NOTIFICATION 2301 Fruitvale Blvd. Yakima, WA 98902 As part of the West Yakima Irrigation System Ph. 2 Improvements Project, the City of Yakima and our contractor will be affecting access in the immediate vicinity of your property from to The project is currently in the process of replacing the existing irrigation main and service connections in your area. Replacement of the main and services will require excavation in the street adjacent to your property. Although vehicle access and parking may be temporarily restricted near your property during the dates shown above, access by foot will be maintained. If you have any specific concerns regarding project, please contact one of the project representatives listed below: Contact Information City Project Manager - Mike Shane - 576 -6480 or 728 -3939 City Irrigation Supervisor — 575 -6194 or 728 -2320 Huibregtse, Louman Associates, Inc. Project Inspector -_ Huibregtse, Louman Associates, Inc. Project Engineer — Mike Battle or Ben Annen — 966 -7000 or 966 -7000 Thank you for your patience during this project while we improve the irrigation service to your area! Water/ Irrigation Division Working Together Toward Excellence in Service and Quality ' PROPERTY ACCESS NOTIFICATION 2301 Fruitvale Blvd. Yakima, WA 98902 As part of the West Yakima Irrigation System Ph. 2 Improvements Project, the City of Yakima and our contractor will require access to your property from to new irrigation main line and your new service. for installation of the For some of you, your irrigation service and shut -off valve is located in well - established landscaped areas, in concrete patios, or possibly under structures such as decks or sheds If you currently have a service or valve in a location that is inconvenient for access, operation and maintenance, we may consider moving them to a location to allow for easier future access. In all cases, when a new service is installed, excavation will be required, whether digging by hand with a shovel, or by using a small piece of machinery. All areas impacted by excavation will be fully restored by the end of the project. If you have pets or any other reason that access to your property is restricted, please contact us as soon as possible so arrangements can be made. Every effort will be made to accommodate. If you have any specific concerns regarding the project, please contact one of the project representatives listed below: Contact Information City Project Manager - Mike Shane - 576 -6480 or 728 -3939 City Irrigation Supervisor — 575 -6194 or 728 -2320 Huibregtse, Louman Associates, Inc. Project Inspector -_ Huibregtse, Louman Associates, Inc. Project Engineer — Mike Battle or Ben Annen — 966 -7000 or 966 -7000 Thank you for your patience during this project while we improve the irrigation service to your area! Water/ Irrigation Division Working Together Toward Excellence in Service and Quality 2301 Fruitvale Blvd. Yakima, WA 98902 PROPERTY OWNER RELEASE FORM I /we, , the property owner(s) of (address) , Yakima, WA, hereby accept as complete the final restoration of all surfaces, landscaping, and all other minor repairs or replacements made to my property by the City's contractor as part of the City of Yakima's West Yakima Irrigation System Ph. 2 Improvements Project (No. IR2323). The restoration, repairs and replacements included the following items: 1 - I I understand that it will be my responsibility to provide adequate care, such as watering, in maintaining newly established landscaping and lawn installed by the contractor. I understand that the City's contractor is required to provide the City with a Warranty Bond upon final acceptance of the project. If repairs or restoration completed by the contractor on ' my property as part of the project fail during the stipulated two -year warranty period, the contractor will be required to make additional repairs or replacements as deemed necessary by the City. Signed (print name) Date 1 -08 PROSECUTION AND PROGRESS Add the following new section: 1 -08.0 Preliminary Matters (May 25, 2006 APWA GSP) Add the following new section: 1- 08.0(1) Preconstruction Conference (October 10, 2008 APWA GSP) Prior to the Contractor beginning the work, a preconstruction conference will be held between the Contractor, the Engineer and such other interested parties as may be invited. The purpose of the preconstruction conference will be: To review the initial progress schedule; 2. To establish a working understanding among the various parties associated or affected by the work; 3. To establish and review procedures for progress payment, notifications, approvals, submittals, etc.; 4. To establish normal working hours for the work; 5. To review safety standards and traffic control; and ,3. To discuss such other related items as may be pertinent to the work. The Contractor shall prepare and submit at the preconstruction conference the following: 1. A breakdown of all lump sum items; 2. A preliminary schedule of working drawing submittals; and 3. A list of material sources for approval if applicable. Add the following new section: 1- 08.0(2) Hours of Work (March 8, 2013 APWA GSP) Except in the case of emergency or unless otherwise approved by the Contracting Agency, the normal straight time working hours for the Contract shall be any consecutive 8 -hour period between 7:00 a.m. and 6:00 p.m. of a working day with a maximum 1 -hour lunch break and a 5 -day work week. The normal straight time 8 -hour working period for the Contract shall be established at the preconstruction conference or prior to the Contractor commencing the work. Written permission from the Engineer is required, if a Contractor desires to perform work on holidays, Saturdays, or Sundays; before 7:00 a.m. or after 6:00 p.m. on any day; or longer than an 8 -hour period on any day. The Contractor shall apply in writing to the Engineer for such permission, no later than noon on the working day prior to the day for which the Contractor is requesting permission to work. Permission to work between the hours of 10:00 p.m. and 7:00 a.m. during weekdays and between the hours of 10:00 p.m. and 9:00 a.m. on weekends or holidays may also be subject to noise control requirements. Approval to continue work during these hours may be revoked at any time the Contractor exceeds the Contracting Agency's noise control regulations or complaints are received from the public or GAPROJE M2014 \14055 \14055 Spec.Docx 6 -32 adjoining property owners regarding the noise from the Contractor's operations. The Contractor shall ' have no claim for damages or delays should such permission be revoked for these reasons. Permission to work Saturdays, Sundays, holidays, or other than the agreed upon normal straight time working hours Monday through Friday may be given subject to certain other conditions set forth by the Contracting Agency or Engineer. These conditions may include but are not limited to: C The Engineer may require designated representatives to be present during the work. Representatives who may be deemed necessary by the Engineer include, but are not limited to: survey crews; personnel from the Contracting Agency's material testing lab; inspectors; and other Contracting Agency employees when in the opinion of the Engineer, such work necessitates their presence. • On non - Federal aid projects, requiring the Contractor to reimburse the Contracting Agency for the costs in excess of straight -time costs for Contracting Agency representatives who worked during such times. • Considering the work performed on Saturdays, Sundays, and holidays as working days with regard to the contract time. • Considering multiple work shifts as multiple working days with respect to contract time, even though the multiple shifts occur in a single 24 -hour period. 1- 08.0(3) Reimbursement for Overtime Work of Contracting Agency Employees (New Section) The following new section shall be added to the Standard Specifications: ' Where the Contractor elects to work on a Saturday, Sunday, or holiday, or longer than an 8 -hour work shift on a regular working day, as defined in the Standard Specifications, such work shall be considered as overtime work. On all such overtime work, a Resident Engineer will be present and a survey crew may be required at the discretion of the Engineer. In such case, the Contracting Agency may deduct from amounts due or to become due to the Contractor for the costs in excess of the straight -time costs for employees of the Contracting Agency required to work overtime hours. The Contractor by these specifications does hereby authorize the Engineer to deduct such costs from the amount due or to become due to the Contractor. 1 -08.1 Subcontracting Supplement this section with the following: A Subcontractor or lower tier Subcontractor will not be permitted to perform any work under the contract until the following documents have been completed and submitted to the Engineer: 1. Request to Sublet Work (Form 421 -012), and ' The Contractor's records pertaining to the requirements of this Special Provision shall be open to inspection or audit by representatives of the Contracting Agency during the life of the contract and for ' a period of not less than three years after the date of acceptance of the contract. The Contractor shall retain these records for that period. The Contractor shall also guarantee that these records of all Subcontractors and lower tier Subcontractors shall be available and open to similar inspection or audit for the same time period. ' Revise the eighth paragraph to read: On all projects funded with Contracting Agency funds only, the Contractor shall certify to the actual amounts of Disadvantaged, Minority, or Women's Business Enterprise firms that were used as subcontractors, lower tier subcontractors, manufacturers, regular dealers, or service providers on the Contract. This certification shall be submitted to the Engineer, on the Personnel Inventory Form as ' provided by the Engineer at the Preconstruction Meeting, within 20 calendar days after physical completion of the Contract. IGAPROJECTS\2014 \14055 \14055 Spec.Docx 6 -33 1 P11 1 1 AW Washington State V® Department of Transportation Request to Sublet Work ❑ Subcontractor ❑ Lower Tier Subcontractor ❑ DBE Prime Contractor Federal Employer I.D. Number* State Contract Number Job Description (Title) Request Number Approval is Requested to Sublet the Following [Described Work to: Subcontractor or Lower Tier Subcontractor Unified Business Identifier (UBI) Federal Employer I.D. Number* Address Telephone Number City State Zip Code Estimated Starting Date If Lower Tier Subcontractor, ID of Corresponding Subcontractor * If no Federal Employer/. D. Number, Use Owner's Social Security Number Item No. Partial Item Description Amount I understand and will insure that the subcontractor will comply fully with the plans and specifications under which this work is being performed. Prime Contractor Signature Date Department of Transportation Use Only Percent of Total Contract This Request % Previous Requests % Sublet to Date % DBE Status Verification Project Engineer's Signature ❑ Approved Date Approved - Region Construction Engineer (When Required) Date DOT Form 421 -012 EF Distribution: White (Original) - Region Canary (Copy) - Project Engineer Pink (Copy) - Contractor Revised 11/2009 7 1I _J 1 -08.3 Progress Schedule ' Delete this section and replace it with the following: Following Contract award and satisfactory provision or execution of all required Contract Documents, the Engineer will schedule a preconstruction conference at a time mutually agreeable to all concerned. At this conference, all points of the Contract Documents will be open to discussion including scope, order and coordination of work, equipment lead time required, means and methods of construction, inspection and reporting procedures, etc. The Contractor should satisfy himself that all provisions and intentions of the Contract are fully understood. The Contractor shall prepare and submit to the Engineer at the preconstruction conference a Construction Progress and Completion Schedule using a bar graph format. Items in the Schedule shall be arranged in the order and sequence in which they will The performed. The Schedule shall conform to the working time and time of completion established under the terms of the Contract and shall be subject to modification by the Engineer. The Schedule shall be drawn to a time scale, shown along the base of the diagram, using an appropriate measurement per day with weekends and holidays indicated. The Construction Progress Schedule shall be continuously updated and, if necessary, redrawn upon the first working day of each month or upon issuance of any Change Order which substantially affects the scheduling. Copies (2 prints or 1 reproducible) of newly updated Schedules shall be forwarded to the Engineer, as directed, immediately upon preparation. Seasonal weather conditions shall be considered in the planning and scheduling of work influenced by high or low ambient temperature or precipitation to ensure the completion of the work within the Contract Time. No time extensions will be granted for the Contractor's failure to take into account such weather conditions for the location of the work and for the period of time in which the work is to be accomplished. 1 -08.4 Prosecution of Work Delete this section and replace it with the following: 1 -08.4 Notice to Proceed and Prosecution of Work (June 27, 2011 APWA GSP) Notice to Proceed will be given after the Contract has been executed and the contract bond and ' evidence of insurance have been approved and filed by the Contracting Agency. The Contractor shall not commence with the work until the Notice to Proceed has been given by the Engineer. The Contractor shall commence construction activities on the project site within ten days of the Notice to Proceed Date, unless otherwise approved in writing. The Contractor shall diligently pursue the work to the physical completion date within the time specified in the Contract. Voluntary shutdown or slowing of operations by the Contractor shall not relieve the Contractor of the responsibility to complete the work within the time(s) specified in the Contract. ' Supplement this section with the following: Failure of the Contractor to begin work by the date set forth in the Notice to Proceed will be considered grounds for Termination for Default as specified under, Section 1- 08.10(1) of the Standard Specifications. 1 -08.5 Time for Completion Add the following to the first paragraph: The Contractor is advised that all WEST YAKIMA IRRIGATION SYSTEM PHASE 2 IMPROVEMENTS required to provide customers with unrestricted irrigation water use shall be completed no later than March 6, 2015. GAPROJECTS\2014 \14055 \14055 Spec.Docx 6 -35 Final paving and other repair work may be completed following March 6, 2015, but shall be completed no later than April 17, 2015. Add the following paragraph after the second paragraph: Inclement weather shall not be a prima facie reason for the granting of an extension of time, and the Contractor shall make every effort to continue work under prevailing conditions. The Owner may, however, grant an extension of time if an unavoidable delay as a result of inclement weather in fact occurs, and such shall then be classified as a "delay ". An "inclement' weather delay day is defined as a day on which the Contractor is prevented by inclement weather or conditions resulting immediately therefrom adverse to the current controlling operation or critical path activity, as determined by the Resident Engineer, from proceeding with at least 75 percent of the normal labor and equipment force engaged on such operation for at least 60 percent of the total daily time being currently spent on the controlling operation or critical path activity. (August 14, 2013 APWA GSP, Option A) Revise the third and fourth paragraphs to read: Contract time shall begin on the first working day following the Notice to Proceed Date. Each working day shall be charged to the contract as it occurs, until the contract work is physically complete. If substantial completion has been granted and all the authorized working days have been used, charging of working days will cease. Each week the Engineer will provide the Contractor a statement that shows the number of working days: (1) charged to the contract the week before; (2) specified for the physical completion of the contract; and (3) remaining for the physical completion of the contract. The statement will also show the nonworking days and any partial or whole day the Engineer declares as unworkable. Within 10 calendar days after the date of each statement, the Contractor shall file a written protest of any alleged discrepancies in it. To be considered by the Engineer, the protest shall be in sufficient detail to enable the Engineer to ascertain the basis and amount of time disputed. By not filing such detailed protest in that period, the Contractor shall be deemed as having accepted the statement as correct. If the Contractor is approved to work 10 hours a day and 4 days a week (a 4 -10 schedule) and the fifth day of the week in which a 4 -10 shift is worked would ordinarily be charged as a working day then the fifth day of that week will be charged as a working day whether or not the Contractor works on that day. Revise the sixth paragraph to read: The Engineer will give the Contractor written notice of the completion date of the contract after all the Contractor's obligations under the contract have been performed by the Contractor. The following events must occur before the Completion Date can be established: 1. The physical work on the project must be complete; and 2. The Contractor must furnish all documentation required by the contract and required by law, to allow the Contracting Agency to process final acceptance of the contract. The following documents must be received by the Project Engineer prior to establishing a completion date: a. Certified Payrolls b. Material Acceptance Certification Documents c. Final Contract Voucher Certification d. Copies of the approved "Affidavit of Prevailing Wages Paid" for the Contractor and all Subcontractors e. Property owner releases per Section 1 -07.24 f. Project record drawings per Section 1- 05.3(1) g. Personnel Inventory Form GAPROJECTS\2014 \14055 \14055 Spec.Docx 6 -36 1 -08.9 Liquidated Damages The provisions of Section 1 -08.9 of the Standard Specifications shall tie modified as follows: Because the Contracting Agency finds it impractical to calculate the cost of damages, it will use the following: If irrigation system piping improvements are not completed sufficiently to provide unrestricted use to irrigation customers by March 6, 2015, the Contractor agrees to pay the Owner the sum of $1,500.00 per day for each and every calendar day said work remains uncompleted after expiration of the specified date. If unrestricted irrigation use is provided by the date required, but remaining Contract work is not completed by April 17, 2015, the Contractor agrees to pay to the Owner the sum of $800.00 per day for each and every calendar day said work remains uncompleted after expiration of the specified time. 1 -08.10 Termination of Contract 1- 08.10(1) Termination for Default In the last sentence of the fifth paragraph, replace "State of Washington, Department of Transportation" with "Contracting Agency." 1 -09 MEASUREMENT AND PAYMENT 1 -09.2 Weighing Equipment 1- 09.2(1) General Requirements For Weighing Equipment iSupplement this section with the following: Certified weight tickets accompanying each truckload of material will be required to be delivered to the Resident Engineer at the site. Should the Resident Engineer or Material Receiver be unavailable, it shall be the responsibility of the Contractor's project superintendent to collect all said certified tickets for the day and deliver them to the Resident Engineer the morning following the day's con - struction. The certified tickets shall have project title, date, time, product delivered, gross weight, tare weight, and net weight shown in pounds. Any certified weight tickets submitted later than the morning following the day materials are delivered to the site will not be considered for measurement and payment. i1- 09.2(3) Specific Requirements For Platform Scales Supplement this section with the following: The Contractor will furnish a person, at no cost to the Contracting Agency, who will operate the certified scales while the loading and hauling of materials is in progress. The Contractor shall provide the platform scales and any tickets required for self - printing scales. 1 -09.3 Scope of Payment Supplement this section with the following: Payment for work performed under this Contract will be based on the items listed in the Unit Price Bid Proposal. Should a conflict exist between the item descriptions or the units of measurement and payment listed in the Unit Price Bid Proposal and the "Payment" clauses found in each section of the Standard Specifications, the Unit Price Bid Proposal items will prevail. If work is required to complete the project according to the intent of the Plans and Specifications but no bid item is provided in the Unit Price Bid Proposal, then the Contractor shall include the cost.for providing the necessary work in the unit or lump sum price for the bid item most closely related to the work. G \PROJECTS\2014 \14055 \14055 Spec.Docx 6 -37 LJI 1- 093(1) Description of Bid Items (New Section) Add the following: Bid items listed in the Bid Schedule are defined to include, but not necessarily limited to, the fallowing: 1. The lump sum price bid for "Mobilization" shall be full compensation for all labor, materials, tools, and equipment necessary to mobilize to the project site as defined in the Standard Specifications. Payment will be made in accordance with the Standard Specifications. 2. The lump sum price bid for "Project Temporary Traffic Control ", shall be full compensation for all labor, materials, tools, and equipment necessary to provide Traffic Control Plans and traffic control for all project areas, as defined in Section 1 -10 Temporary Traffic Control. 3. The lump sum price bid for "Clearing and Grubbing ", shall be full compensation for all labor, materials, tools, and equipment necessary for removal and resetting of fences, removal, protection, and replacement of landscaping including shrubs, bushes, and plants, removal of trees and root balls, including backfill and compaction of imported top soil, removal of all surfaces encountered as required to accomplish the construction, removal of deleterious materials found during excavation and potholing, including hauling to and disposal at an approved waste site. At a minimum, restoration of fencing and landscaping shall be equivalent to preconstruction conditions. 4. The unit price for "Asbestos Cement Pipe Removal and Disposal ", per linear foot, shall be full compensation for all labor, materials, tools, equipment, training, certifications, permitting, and reporting necessary to remove and dispose of asbestos cement (AC) pipe of varying diameters including, but not necessarily limited to, sawcutting, trench excavation, dewatering, removal of AC pipe, haul and disposal of AC pipe, plugging and abandoning existing AC irrigation mains where shown on Plans and specified herein. This item includes all costs associated with compliance requirements of the National Emission Standards, Washington State Department of Labor & Industries, and Yakima Clean Air Authority. 5. The unit price bid for "Abandon Irrigation Valve ", per each, shall be full compensation for all labor, materials, tools, and equipment for abandoning existing irrigation mainline valves outside of trenches as shown on the Plans including, but not necessarily limited to, excavation, dewatering, closing existing irrigation valve, removal of existing valve box, native or select backfill as specified, backfill, compaction, and placing and compacting HMA where shown on the Plans and specified herein. The lump sum price bid for "Shoring or Extra Excavation ", shall be full compensation for all labor, equipment, tools, and materials required to construct the shoring, cofferdam, or caisson including excavation, installation and removal of the shoring, backfilling, and compaction, as required for pipe installation or access pits. When extra excavation is used by the Contractor in lieu of constructing the shoring, cofferdam, or caisson, the unit price bid shall be full pay for all additional excavation, backfill, compaction, and other work required. If select backfill material is required within the limits of the trench excavation, it shall also be required as backfill material for the extra excavation at the Contractor's expense. 7. The unit price bid for "Horizontal Directional Drill _ -Inch HDPE Pipe ", per linear foot, shall be full compensation for all labor, materials, tools, and equipment necessary to furnish and install new HDPE pipe and fittings including, but not necessarily limited to, potholing, sawcutting, excavation as required for insertion and receiving, dewatering, removal and disposal of existing piping as required, plugging pipes to be abandoned, equipment set -up and removal, pipe installation, fittings, fusing equipment, technical service, pipe connections at new irrigation main ends, neoprene casing end seals where shown, backfill, compaction, final site grading in vicinity of access pit, and testing as shown on the Plans and specified herein. Any required extra excavations as a result of directional drill malfunctions or failures to advance the pipe shall be incidental to this bid item. GAPROJE(TS\2014 \14055 \14055 Spec.Docx 6 -38 8. The unit price bid for "Trench _ -Inch _ Pipe ", per linear foot, shall be full compensation for all labor, materials, tools, and equipment necessary to furnish and install new pipe and fittings including, but not necessarily limited to, sawcutting, trench excavation, removal of existing non -AC pipe, removal of existing valves and valve boxes within trench, plugging and abandoning existing irrigation mains where shown on Plans, dewatering, laying and joining the pipe and fittings, pipe zone bedding, connections to new and existing pipes, detectable marking tape, backfill and compaction, concrete blocking, and testing as shown on the Plans and specified herein. 9. The unit price bid for " -Inch Gate Valve ", per each, shall be full compensation for all labor, �I tools, materials, and equipment necessary to furnish and install a new gate valve in place including, but not necessarily limited to, sawcutting, excavation, dewatering, connections to new and existing piping, backfill and compaction, as shown on the Plans. 10. The unit price bid for "2 -Inch Ball Valve ", per each, shall be full compensation for all labor, tools, materials, and equipment necessary to furnish and install a new brass ball valve in place including, but not necessarily limited to, excavation, dewatering, connections to new and existing piping including brass nipple, backfill and compaction, as shown on the Plans. 11. The unit price bid for _ -Inch Service Connection ", per each, shall be full compensation for all labor, tools, materials, and equipment necessary to furnish and install a new service connection saddle including, but not necessarily limited to, sawcutting, excavation, dewatering, preparation and connection to the new irrigation main, fusing equipment and technical service as applicable, fittings, connection to the new service lateral, backfill, compaction and testing. 12. The unit price bid for " -Inch Service Lateral ", per linear foot, shall be full compensation for all labor, tools, materials, and equipment necessary to furnish and install new irrigation service pipe including, but not necessarily limited to, sawcutting, excavation, removal and disposal of existing surfacing of whatever nature encountered from public or private property, dewatering, removal and disposal of existing service valve and piping, locating wire from irrigation main to service valve, protection of existing service piping into private property, backfill and compaction, as shown on the Plans. 13. The unit price bid for " -Inch Service Valve ", per eachi, shall be full compensation for all labor, tools, materials, and equipment necessary to furnish and install a new service valve as specified on the Plans including, but not necessarily limited to excavation, dewatering, connection to service lateral, confirming existing customer service piping with compressed air prior to making customer connection, connection to new and existing customer service piping with fittings as required, backfill and compaction, as shown on the Plans. 14. The unit price bid for "Type 1 Valve Box ", per each, shall be full compensation for all labor, tools, materials, and equipment necessary to furnish and install a new cast iron valve box and lid at locations shown on the Plans or as directed by the Owner including, but not necessarily limited to, excavation, dewatering, backfill, compaction, adjustment to grade, valve box collar, concrete and HMA as shown on the Plans and Details. 15. The unit price bid for "Type 2 Valve Box ", per each, shall be full compensation for all labor, tools, materials, and equipment necessary to furnish and install a new PVC valve box at locations shown on the Plans or as directed by the Owner including, but not necessarily limited to, excavation, dewatering, backfill, compaction and adjustment to grade, as shown on the Plans. Iron valve caps to be provided by the City. 16. The unit price bid for "Cold Mix Asphalt ", per square yard, shall be full compensation for all labor, tools, materials, and equipment necessary to furnish, install, and maintain the materials to the compacted depths shown on the Plans including, but not necessarily limited to, compacting base material, placing cold mix asphalt, compacting, trimming, sloping, tack coat, adjustment of utility castings, or any other work required to complete the temporary surfacing IG: \PROJECTS\2014 \14055 \14055 Spec Docx 6 -39 repair, in place. The Contractor shall repair and maintain all paved trench locations with cold mix asphalt until HMA becomes available. All cold mix asphalt repair and maintenance shall be incidental to this bid item. 17. The unit price bid for "HMA Trench Repair", per square yard, shall be full compensation for all labor, tools, materials, and equipment necessary to furnish and install the materials to the compacted depths shown on the Plans including, but not necessarily limited to, sawcutting neat line edge, removal and disposal of existing asphalt concrete surfacing from public or private property, removal and disposal of cold mix asphalt and aggregate base to depth of HMA, surface preparation, compacting base rock, placing hot mix asphalt, compacting, trimming, sloping, tack coat, adjustment of manholes and valve boxes, or any other work required to complete the surfacing repair, in place. 18. The unit price bid for "Gravel Surfacing Repair", per square yard, shall be full compensation for all labor, tools, materials, and equipment necessary to furnish and install crushed surfacing top course to the compacted depths shown on the Plans including, but not necessarily limited to, surface preparation, furnishing and placing aggregate, spreading, shaping, watering, compacting, and any other work required to complete the surfacing repair, in place. 19. The unit price bid for "Sodded Lawn Repair ", per square yard, shall be full compensation for all labor, tools, materials, and equipment necessary to furnish and install new sod, including, but not necessarily limited to, furnishing and installing up to two inches top soil, grading, surface preparation, placing sod, fertilizing, and monitoring the newly placed sod area for three weeks following completion. 20. The unit price bid for "Cement Conc. Traffic Curb and Gutter," per linear foot, shall be full compensation for all labor, tools, materials, and equipment necessary to furnish and install the new cement concrete curb and gutter, including, but not necessarily limited to, sawcutting, removal and disposal of existing curb and gutter, surface preparation, placement of aggregate base, placement of cement concrete curb and gutter, rebar in depressed sections, finishing, jointing, and curing. 21. The unit price bid for "Cement Conc. Sidewalk _ -Inch Thick ", per square yard, shall be full compensation for all labor, tools, materials, and equipment necessary to furnish and install the new concrete sidewalk including, but not necessarily limited to, sawcutting, removal and disposal of existing concrete surfacing from public or private property, surface preparation, furnishing and placing aggregate base, placement of cement concrete, rebar (6" thick sidewalk), finishing, jointing, and curing. 22. The unit price bid for "Crushed Surfacing Base Course ", per ton, shall be full compensation for all labor, tools, materials, and equipment necessary to furnish and install the aggregate material under new asphalt pavement including, but not necessarily limited to, aggregate materials, placing, watering, and compacting, at locations shown on the Plans, and as directed by the Owner. 23. The unit price bid for "Select Backfill, as Directed" per cubic yard, shall be full compensation for all labor, tools, materials, and equipment necessary to furnish and install imported crushed rock material for backfill on all transverse trenches within roadway limits including, but not necessarily limited to, placing and compacting, at locations shown on the Plans, and as directed by the Engineer. 24. The lump sum price bid for "Pavement Markings ", shall be full compensation for all labor, materials, tools, and equipment necessary to complete this item of work in place, including dimensional layout in the field, cleaning pavement surfaces, and furnishing and installing all painted markings to match pre- construction markings, or as directed by Engineer. 25. For the bid item "Minor Change ", refer to Section 1- 04.4(1) Minor Changes of the Technical Specifications. I GAPROJECTS\2014 \14055\14055 Spec Docx 6 -40 1 _J 1 -09.4 Equitable Adjustment Replace Item 2.b. with the following: 2.b. Per Section 1 -09.6, Force Account. 1 -09.6 Force Account (October 10, 2008 APWA GSP) Supplement this section with the following: The Contracting Agency has estimated and included in the Proposal, dollar amounts for all items to ' be paid per force account, only to provide a common proposal for Bidders. All such dollar amounts are to become a part of Contractor's total bid. However, the Contracting Agency does not warrant expressly or by implication that the actual amount of work will correspond with those estimates. Payment will be made on the basis of the amount of work actually authorized by Engineer. Add the following clarification: The term "project overhead" shall include "jobsite overhead." The term "general company overhead" shall include "home office overhead." Supplement paragraph one of Subsection 2 with the following: Sales tax will be applied to payment made to the Contractor and shall not be included in the cost of materials provided to the Engineer. 1 -09.9 Payments (March 13, 2012 APWA GSP) Delete the first four paragraphs and replace them with the following: The basis of payment will be the actual quantities of work performed according to the Contract and as specified for payment. The Contractor shall submit a breakdown of the cost of lump sum bid items at the Preconstruction Conference, to enable the Project Engineer to determine the work performed on a monthly basis. A breakdown is not required for lump sum items that include a basis for incremental payments as part of the respective Specification. Absent a lump sum breakdown, the Project Engineer will make a determination based on information available. The Project Engineer's determination of the cost of work shall be final. Progress payments for completed work and material on hand will be based upon progress estimates prepared by the Engineer. A progress estimate cutoff date will be established at the preconstruction conference. The initial progress estimate will be made not later than 30 days after the Contractor commences the work, and successive progress estimates will be made every month thereafter until the Completion Date. Progress estimates made during progress of the work are tentative, and made only for the purpose of determining progress payments. The progress estimates are subject to change at any time prior to the calculation of the final payment. The value of the progress estimate will be the sum of the following: 1. Unit Price Items in the Bid Form — the approximate quantity of acceptable units of work completed multiplied by the unit price. 2. Lump Sum Items in the Bid Form — based on the approved Contractor's lump sum breakdown for that item, or absent such a breakdown, based on the Engineer's determination. 11 G\ PROJECTS 12014N405S14055 Spec. Docx 6 -41 3. Materials on Hand — 100 percent of invoiced cost of material delivered to Job site or other storage area approved by the Engineer. 4. Change Orders — entitlement for approved extra cost or completed extra work as determined by the Engineer. Progress payments will be made in accordance with the progress estimate less: 1. Retainage per Section 1- 09.9(1), on non FHWA- funded projects; 2. The amount of progress payments previously made; and 3. Funds withheld by the Contracting Agency for disbursement in accordance with the Contract Documents. Progress payments for work performed shall not be evidence of acceptable performance or an admission by the Contracting Agency that any work has been satisfactorily completed. The determination of payments under the contract will be final in accordance with Section 1 -05.1. Supplement this section with the following: The Contracting Agency has up to 45 calendar days after the progress estimate to issue the progress payment to the Contractor. The Contractor shall submit his signed Application for Payment within three (3) working days of the progress estimate cutoff date. After the application for payment is reviewed by the Engineer, the Engineer will make a recommendation to the Contracting Agency for action at the first available meeting of the governing body that payment be made. Payment to the Contractor will be made within approximately 30 calendar days from said meeting. Failure to submit an Application for Payment within the required time may delay action by the Contracting Agency's governing body and further delay payment to the Contractor. AIII payments for lump sum items over $5,000.00 or a single payment for a lump sum contract of any amount will be measured by a schedule of values established as follows: At the Preconstruction Conference, the contractor shall furnish a breakdown for each lump sum bid item or for the total lump sum contract price showing the amount bid for each principal category of the work, in such detail as requested by the Engineer, to provide a basis for determining progress payments. This breakdown, referred to as the "Schedule of Values," will be approved by the Engineer as described in Section 1 -08 Prosecution and Progress before the first payment is made. 1- 09.9(1) Retainage Add the following to the fourth paragraph: 6. An affidavit is delivered to the Contracting Agency by the Contractor, stating that all persons performing labor or furnishing materials have been paid. 1- 09.9(2) Contracting Agency's Right to Withhold and Disburse Certain Amounts (New Section) The following new section shall be added to the Standard Specifications: In addition to monies retained pursuant to RCW 60.28 and subject to RCW 39.04.250, RCW 39.12, and RCW 39.76, the Contractor authorizes the Engineer to withhold progress payments due or deduct an amount from any payment or payments due the Contractor which, in the Engineer's opinion, may be necessary to cover the Contracting Agency's costs for or to remedy the following situations: G.\PROJEUS\2014 114055 \14055 Spec.Docx 6 -42 7 II i 1 1. Damage to another contractor when there is evidence thereof and a claim has been filed. 2. Where the Contractor has not paid fees or charges to public authorities or municipalities which the Contractor is obligated to pay. 3. Utilizing material, tested and inspected by the Engineer, for purposes not connected with the work (Section 1- 05.6). 4. Landscape damage assessments per Section 1- 07.16. 5. For overtime work performed by Contracting Agency personnel or its representative, per Section 1- 08.0(3). 6. Anticipated or actual failure of the Contractor to complete the work on time: a. Per Section 1 -08.9 Liquidated Damages; or b. Lack of construction progress based upon the Engineer's review of the Contractor's approved progress schedule which indicates the work will not be completed within the Contract Time. When calculating an anticipated time overrun, the Engineer will make allowances for weather delays, approved unavoidable delays, and suspensions of the work. The amount withheld under this subparagraph will be based upon the liquidated damages amount per day set forth in Contract Documents multiplied by the number of days the Contractor's approved progress schedule, in the opinion of the Engineer, indicates the Contract may exceed the Contract time. 7. Failure of the Contractor to perform any of the Contractor's other obligations under the Contract, including but not limited to: a. Failure of the Contractor to provide the Engineer with a field office when required by the Contract Provisions. b. Failure of the Contractor to protect survey stakes, markers, etc., or to provide adequate survey work as required by Section 1 -05.4. c. Failure of the Contractor to correct defective or unauthorized work (Section 1- 05.7). d. Failure of the Contractor to furnish a Manufacturer's Certificate of Compliance in lieu of material testing and inspection as required by Section 1 -06.3. e. Failure to submit weekly payrolls, Intent to Pay Prevailing Wage forms, or correct underpayment to employees of the Contractor or subcontractor of any tier as required by Section 1 -07.9. f. Failure of the Contractor to pay workers' benefits (Title 50 and Title 51 RCW) as required by Section 1- 07.10. g. Failure of the Contractor to submit and obtain approval of a progress schedule per Section 1 -08.3. The Contractor authorizes the Engineer to act as agent for the Contractor disbursing such funds as have been withheld pursuant to this section to a party or parties who are entitled to payment. Disbursement of such funds, if the Engineer elects to do so, will be made only after giving the Contractor 15 calendar days prior written notice of the Contracting Agency's intent to do so, and if prior to the expiration of the 15- calendar day period: 1. No legal action has commenced to resolve the validity of the claims, and 2. The Contractor has not protested such disbursement. IG: \PROJECTS\2014 \14055\14055 Spec. Docx 6 -43 A proper accounting of all funds disbursed on behalf of the Contractor in accordance with this section will be made. A payment made pursuant to this section shall be considered as payment made under the terms and conditions of the Contract. The Contracting Agency shall not be liable to the Contractor for such payment made in good faith. If legal action is instituted to determine the validity of the claims prior to expiration of the 15 -day pffiod mentioned above, the Engineer will hold the funds until determination of the action or written sE:ttlement agreement of the parties. When the conditions 1 -7 are resolved or the Contractor provides a Surety Bond satisfactory to the Contracting Agency which will protect the Contracting Agency in the amount withheld, payment shall bE! made for amounts withheld because of them. 1- 09.9(3) Final Payment (New Section) The following new section shall be added to the Standard Specifications: Upon completion of all work under this Contract, the Contractor shall notify the Engineer, in writing, that he has completed his part of the Contract and shall request final payment. Upon receipt of such request, the Engineer will inspect and, if acceptable, submit to the Owner his recommendation as to acceptance of the completed work and as to the final estimate of the amount due the Contractor. Upon approval of this final estimate and upon final acceptance of the work under this Contract, the Owner will notify the Department of Revenue of the completion of said Contract. Provided the Department of Revenue certifies there are no taxes or penalties due and owing from the Contractor, and there are no other known claims or liens against the retained funds, and further provided the terms of Section 1- 09.9(1) are in compliance, the Owner will pay to the Contractor the balance of monies due under this Contract in accordance with RCW Title 60.28. In the event unsatisfied claims or liens for taxes, material, labor, and other services are known to exist, an amount will be further withheld from the retainage sufficient to satisfy the settlement of such claims and liens, including attorney's fees incurred, and the remainder will be released from escrow, or released from the retained funds and paid to the Contractor. On contracts for public works, final payment of the retained percentage will not be made until after the Contractor has filed with the Owner the Affidavit of Wages Paid forms required by RCW 39.12.040 certifying that the Contractor and subcontractors have paid not less than the prevailing rate of wages. The parties further agree that the Owner may, without liability, withhold final payment to the Contractor until such time as the Contractor has completed all forms required by the Owner. 1 -09.11 Disputes and Claims 1- 09.11(3) Time Limitations and Jurisdiction Delete in its entirety the reference to Thurston County and replace it with "the County in which the Contracting Agency's headquarters are located." 1- 09.1:3 Claims Resolution 1- 09.1:3(3) Claims $250,000 or Less (October 1, 2005 APWA GSP) Delete this section and replace it with the following: The Contractor and the Contracting Agency mutually agree that those claims that total $250,000 or less, submitted in accordance with Section 1 -09.11 and not resolved by nonbinding ADR processes, shall be resolved through litigation unless the parties mutually agree in writing to resolve the claim through binding arbitration. GAPROJEC M2014 \14055 \14055 Spec.Docx 6 -44 1- 09.13(3)A Administration of Arbitration (October 1, 2005 APWA GSP) Revise the third paragraph to read: The Contracting Agency and the Contractor mutually agree to be bound by the decision of the arbitrator, and judgment upon the award rendered by the arbitrator may be entered in the Superior Court of the county in which the Contracting Agency's headquarters are located. The decision of the arbitrator and the specific basis for the decision shall be in writing. The arbitrator shall use the contract as a basis for decisions. 1 -10 TEMPORARY TRAFFIC CONTROL 1 -10.2 Traffic Control Management 1- 10.2(1) General (December 1, 2008 WSDOT GSP) Supplement this section with the following: Only training with WSDOT TCS card and WSDOT training curriculum is recognized in the State of Washington. The Traffic Control Supervisor shall be certified by one of the following: The Northwest Laborers - Employers Training Trust 27055 Ohio Avenue Kingston, WA 98346 (360) 297 -3035 Evergreen Safety Council 401 Pontius Avenue North Seattle, WA 98109 1- 800 - 521 -0778 or (206) 382 -4090 ' The American Traffic Safety Services Association 15 Riverside Parkway, Suite 100 Fredericksburg, Virginia 22406 -1022 Training Dept. Toll Free (877) 642 -4637 Phone: (540) 368 -1701 1- 10.2(2) Traffic Control Plans Delete the first two sentences of the first paragraph and replace with the following: The Contractor shall be required to prepare traffic control plans required to complete the work. Traffic control plans shall be prepared in accordance with the City of Yakima's Municipal Code, Chapter 8.72 Excavations in Public Right -of -Way. No work shall be done on or adjacent to any traveled way without City- approved and Engineer- approved traffic control plans. The Contractor shall designate a Traffic Control Supervisor who shall prepare, revise, supplement, or ' modify the traffic control plans when needed to show the necessary Class A and B construction signing and barricades, traffic control devices, and traffic flagging operations required for the contractor's operation and submit it to the Engineer for review no later than the preconstruction conference date. When the Class B signing for a particular area will be provided as detailed on one or more of the figures included in the WSDOT standard plans or MUTCD without modification, the Contractor may reference the applicable figure or standard plan at the appropriate location on the Plan. When this procedure is used, variable distances such as minimum length of taper must be specified by the Contractor. The Traffic Control Supervisor who prepared the traffic control plan shall sign and date the plan. 11 G. \PROJECTS\2014 \14055 \14055 Spec.Docx 6 -45 The signing plans prepared by the Contractor's Traffic Control Supervisor shall provide for adequate warning within the limits of the project and on all streets, alleys, and driveways entering the project so that approaching traffic may turn left or right onto existing undisturbed streets before reaching the project. All costs incurred by the Contractor in preparation of the Traffic Control Plans, including any revisions rE ?quired by the Engineer after review, shall be included in the unit contract price for "Project Temporary Traffic Control," per lump sum. 1 -10.4 Measurement 1- 10.4(1) Lump Sum Bid for Project (No Unit Items) (August 2, 2004 WSDOT GSP) Supplement this section with the following: The proposal contains the item "Project Temporary Traffic Control ", lump sum. The provisions of Section 1- 10.4(1) shall apply. 2 -01 CLEARING, GRUBBING, AND ROADSIDE CLEANUP 2 -01.11 Description Supplement this section with the following: The Contractor shall be required to clear and grub beyond the right -of -way line, where specifically directed by the Engineer or noted on the Plans to remove trees, stumps, shrubs, or other items which, by proximity or due to root growth, would constitute a hazard to the public or endanger the facility. All work beyond the right -of -way line shall be coordinated with affected property owner(s) per Section 1- 07.24 Rights of Way. The Contractor shall temporarily remove and later replace to its original condition or relocate nearby as directed, all fences, mail boxes, small trees, shrubs, other vegetation, street signs and posts, Culverts, irrigation facilities, concrete or rock walls, or other similar obstructions which lie in or near the line of work and are not intended for removal. Should any damage be incurred, the cost of replacement or repair shall be borne by the Contractor. All clearing and grubbing includes disposal of unwanted materials, unless otherwise directed by Engineer. 2 -01.3 Construction Requirements 2- 01.3(4) Roadside Cleanup Supplement this section with the following: Roadside cleanup shall include all project areas outside of the road right -of -way, including utility easements and private property, as shown on the Plans. Partial cleanup shall be done by the Contractor when he feels it is necessary or when, in the opinion of the Contracting Agency, partial cleanup should be done prior to either final cleanup or final inspection. The cleanup work shall be done immediately upon written notification of the Engineer and other work shall not proceed until this partial cleanup is accomplished. Should the Contractor not conduct the cleanup as directed and in a timely manner, the Owner shall take action to have such cleanup work completed by others and will deduct such costs from any payment due the Contractor. GAPR0JE,:TS\2014 \14055 \14055 Spec.Docx 6 -46 I 2- 01.3(5) Fencing (New Section) Add the following new section: The Contractor shall be required to carefully remove all existing fencing located within or near the proposed alignments as necessary for construction. All removed fencing materials shall be temporarily placed on the adjacent properties or stored as directed by the Engineer until Contractor resets fence. The removal and resetting of all fencing shall be done at the Contractor's expense. Fencing shall be reset by the Contractor along the property lines or as directed by the Engineer. Unless provided for otherwise, the necessary work to restore and reinstall the fencing to match preconstruction conditions shall be considered incidental and all costs for performing this work shall be included in the lump sum bid item for "Clearing and Grubbing." 2 -01.4 Measurement Supplement this section with the following: No unit of measurement shall apply to Roadside Cleanup. 2 -01.5 Payment Supplement this section with the following: Payment shall be made per Section 1- 09.3(1) Description of Bid Items. 2 -02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS 2 -02.1 Description Supplement this section with the following: This work shall consist of the removal and disposal of various items, including but not limited to: Asbestos Cement Pipe of Various Sizes Washington State Department of Labor & Industries (L &I) requires anyone disturbing or removing asbestos materials to be certified. Information pertaining to L &I requirements and certifications processes can be found at: http:// www. Ini. wa.g ov /TradesLicensing /Licensin.giReg /Asbestos/ All compliance measures shall be the responsibility of the Contractor, including all reporting. The Contractor performing asbestos material removal shall provide, to the Engineer, copies of L &I Certificates for all employees handling asbestos materials. The Contractor must contact the Yakima Regional Clean Air Agency for all approvals prior to beginning asbestos abatement. Within Yakima County, the Terrace Heights Landfill is the only landfill permitted in Yakima County to accept asbestos waste materials. The Contractor shall be responsible for all disposal fees and regulations. 2 -02.3 Construction Requirements 2- 02.3(2) Removal of Bridges, Box Culverts, and Other Drainage Structures Supplement this section with the following: Existing structures or installations of concrete, brick, blocks, etc., interfering with construction shall be removed by the Contractor, and shall be considered as incidental work to the various bid items and no separate payment will be made. G1PROJECTS\2014 \14055 \14055 Spec.Docx 6 -47 Any pipe openings to be abandoned shall be properly plugged watertight with Class 3000 concrete. Removal and plugging of pipes shall be considered as incidental work to the various bid items and no separate payment will be made. Where structures are removed, the voids shall be backfilled with suitable, job- excavated material and compacted. All such work shall be considered as incidental work to the various bid items and no separate payment will be made. If the Engineer determines the job- excavated material to be unsuitable for backfill, the Contractor shall place ballast or crushed surfacing material as directed by the Engineer. 2- 02.2(3) Removal of Pavement, Sidewalks, Curbs, and Gutters Supplement this section with the following: Where shown on the Plans or as directed by the Engineer, the Contractor shall be required to remove existing pavement, sidewalks, curbs, etc., which are outside the right -of -way line and are required to be removed for construction of the improvements. Removal and disposal shall be considered as ini:idental work to the various bid items and no separate payment will be made. In those areas where asphalt pavement removal is required, the Contractor shall, prior to excavation, score the edge of the asphalt concrete pavement with an approved pavement cutter such as a concrete saw. During the course of the work, the Contractor shall take precautions to preserve the integrity of this neat, clean pavement edge. Should the pavement edge be damaged prior to asphalt cencrete paving activities, the Contractor shall be required to trim the edge with an approved pavement cutter as directed by the Engineer immediately prior to paving. No separate payment shall be made for saw - cutting pavement. 2 -02.5 Payment Supplement this section with the following: Payment shall be made per "Asbestos Cement Pipe Removal and Disposal' of Section 1- 09.3(1) Description of Bid Items. 2 -03 ROADWAY EXCAVATION AND EMBANKMENT 2 -03.3 Construction Requirements 2- 03.3(3) Excavation Below Subgrade Supplement this section with the following: At the direction of the Engineer, areas within the street subgrade which exhibit instability due to high moisture content shall be: Aerated and allowed to dry, 2. Over - excavated as directed by the Engineer and backfilled with ballast, or crushed surfacing base course. The contractor may be instructed to install construction geotextile for soil stabilization in the excavation, Or a combination of any of the above. Compensation for work done by the Contractor as described above shall be by increasing the quantities of the various appropriate bid items such as "Unclassified Excavation Incl. Haul' and "Crushed Surfacing Base Course" and applying the unit bid price. No separate compensation will be made for any equipment, tools, materials, or labor required to perform this work. G'TROJECTS\2014 \14055 \14055 Spec Docx 6 -48 1 2- 03.3(7) Disposal of Surplus Materials I2- 03.3(7)A General Supplement this section with the following: A waste site has not been provided by the Contracting Agency for disposal of unsuitable material, asphalt, concrete, debris, waste material, or any other objectionable material which is directed to waste by the Engineer. The Contractor shall comply with the requests of the Contracting Agency for placement and compaction of excess excavated suitable material at various locations within the project limits, as directed by the Engineer. Suitable materials from the excavations shall be used for backfill. Unsuitable material or soft spots shall be removed from the roadway and replaced with suitable material and compacted as for embankments. Topsoil shall be saved to use for surface restoration. The Contractor shall comply with the State of Washington's regulations regarding disposal of waste material as outlined in WAC 173 -304, Subchapter 461. 2- 03.3(14)D Compaction and Moisture Control Tests Delete this section and replace it with the following: Compaction shall be 95% of maximum density as determined by ASTM D 698 (Standard Proctor). The Contractor shall notify the Engineer when ready for in- place: subgrade density tests. All costs associated with failed tests /testing shall be the responsibility of the Contractor. Placement of courses of aggregate shall not proceed until density requirements are met. 2 -03.4 Measurement Supplement this section with the following: ' No unit of measurement shall apply to roadway excavation. 2 -03.5 Payment Supplement this section with the following: : 9 All roadway excavation and costs incurred to complete the requirements of this section will be considered as incidental work to "Trench -Inch Pipe" and no separate payment will be made. 2 -04 HAUL 2 -04.5 Payment Delete this section and replace it with the following: All haul of materials on this project is incidental to and included in other pay items of work. ' 2 -07 WATERING 2 -07.1 Description Supplement this section with the following: The Contractor shall be solely responsible for dust control on this project and shall protect motoring public, adjacent homes and businesses, orchards, crops, and school yards from damage due to dust, G: \PROJECTS\2014 \14055 \14055 Spec.Docx 6 -49 by whatever means necessary. The Contractor shall be responsible for any claims for damages and shall protect the Contracting Agency and the Engineer from any and all such claims. "'hen directed by the Engineer, the Contractor shall provide water for dust control within two hours of such order and have equipment and manpower available at all times including weekends and holidays to respond to orders for dust control measures. 2 -09 STRUCTURE EXCAVATION 2 -09.3 Construction Requirements 2- 09.3(3)D Shoring and Cofferdams Replace the fifth paragraph with the following: The design of structural shoring or cofferdams shall be by an Engineer employed by the Contractor and licensed in the State of Washington to perform such work. The Project Engineer will not review or approve submittals. 2- 09.3(4) Construction Requirements, Structure Excavation, Class B Delete the fourth paragraph and the last two sentences of the fifth paragraph. 2 -09.4 Measurement Delete paragraph two under the Horizontal Limits section and the second sentence under the Shoring or Extra E=xcavation section. No unit of measurement shall apply to "Shoring or Extra Excavation ". 2 -09.5 Payment Supplement this section as follows: Delete "Shoring or Extra Excavation, Class B ", per square foot, and add "Shoring or Extra Excavation ", per lump sum. Payment shall be made per Section 1- 09.3(1) Description of Bid Items. 2 -11 TRIMMING AND CLEANUP 2 -11.5 Payment Supplement this section with the following: Unless a specific bid item has been included in the proposal, all costs incurred to complete the requirements of this section will be considered as incidental work to the various bid items and no separate payment will be made. 3 -02 STOCKPILING AGGREGATES 3 -02.2 General Requirements 3- 02.2(8) Haul Routes (New Section) The following new section shall be added to the Standard Specifications: If the sources of materials provided by the Contractor necessitate hauling over roads other than public streets, the Contractor shall, at his own cost and expense, make all arrangements for the use of the haul routes. GAPROJECTS\2014 \14055 \14055 Spec.Docx 6 -50 1 4 -04 BALLAST AND CRUSHED SURFACING 4 -04.1 Description Supplement this section with the following: Aggregates to be paid by the ton shall not be placed in stockpiles. 4 -04.3 Construction Requirements 4- 04.3(5) Shaping and Compaction Supplement this section with the following: The Contractor shall notify the Engineer when he is ready for in -place ballast, base course, or top course density tests. All costs associated with failed tests /testing shall be the responsibility of the Contractor. Placement of successive courses of aggregate or asphalt concrete shall not proceed until density requirements are met. 5 -03 COLD MIX ASPHALT (NEW SECTION) 5 -03.1 Description This work shall consist of providing and placing one (1) or more layers of cold mix asphalt on a prepared foundation or base in accordance with these specifications and the lines, grades, thicknesses, typical cross - sections, and details shown on the Plans. No area requiring cold mix asphalt trench surfacing repair shall remain unpaved for more than five (5) working days following the initial excavation, unless otherwise directed by the Engineer. 11 5 -03.2 Materials Cold mix asphalt used on this project shall be proposed by the Contractor and approved by the Engineer. ' The Contractor shall use polymer- modified high - performance cold asphalt, cold plant mix recycling asphalt or cold in -place recycling asphalt. Aggregates used for cold mix asphalt shall meet the gradations in Section 9 -03.8 for Class 3/8 -Inch. B 5- 03.2(1) General Cold mix asphalt shall be designed for potholes, utility cuts, joint repair, and small overlays. It shall be designed for application in temperature ranges between 20 degrees Fahrenheit to 100 degrees Fahrenheit. The mixture shall provide coating, workability and adhesion characteristics during cool to hot conditions, and wet to dry climate environments. 1 5- 03.2(2) Liquid Asphalt Blend The liquid asphalt component used shall be a PG 58 -22 conforming to the specifications of the Washington State Department of Transportation, a diluent which complies with the requirements and application specifications of the American Petroleum Institute (API), and a polymer additive of high quality that improves cohesion and adhesion properties and is capable of passing AASHTO -T -182 as modified herein. 5 -03.3 Construction Requirements 5- 03.3(1) Spreading, Finishing and Compaction The mixture shall be laid upon an approved, compacted, unyielding base. The nominal compacted depth of any layer of cold mix asphalt shall not exceed 2 inches, and shall be compacted with a vibratory steel wheel roller. Where a vibratory steel wheel roller will not fit into the trench on the first lift, a plate compactor may be used. A vibratory steel wheel roller shall be used on the top lift of all trenches. GAPROJECTS\2014 \14055 \14055 Spec. Docx 6 -51 5 -03A Measurement The \nridth and length of "Cold Mix Asphalt" shall be neat line field measured by the Resident Engineer. The payment line limit for "Cold Mix Asphalt' shall be as shown on the Details in the Plans. No measure- ment or payment will be made for material beyond the payment line limit shown on the Plans and Details, or as Directed by the Engineer. 5 -03.5 Payment Payment shall be made per Section 1- 09.3(1) Description of Bid Items. 5 -04 HOT MIX ASPHALT 5 -04.1 Description Supplement this section with the following: An asphalt prime coat will not be required on this project, nor will a soil sterilant be required to be applied to the subgrade. Asphalt concrete surfaces shall be so constructed that the finished pavement will conform to the cross- section, line, and grade as shown on the Plans and in accordance with the referenced Standard Specifications. 5 -04.2 Materials Supplement this section with the following: The grade of asphalt binder that shall be used for this project is: PG 64 -28. 5 -04.3 Construction Requirements 5- 04.3(2) Hauling Equipment Supplement this section with the following: Sufficient numbers of trucks shall be provided by the Contractor to assure a continuous paving operation at proper HMA mix temperatures. Paving operations shall not proceed until hauling equipment sufficient to assure continuous operations is provided. 5- 04.3(3) Hot Mix Asphalt Pavers Supplement this section with the following: The HMA paver that is utilized on this project shall be capable of spreading and finishing courses of HMA plant mix material in a width from centerline of the roadway to the edge of the roadway or gutter in a single pass (up to 22 -foot width). 5- 043j5)A Preparation of Existing Surface This section is supplemented with the following: No impact tools or pavement breakers can be used for cutting trench crossings of existing pavement. Trench crossing of existing pavement shall be vertically sawcut as directed by the Engineer. GAPROJEC;TS1201 411 405511 4 055 Spec.Docx 6 -52 5- 04.3(5)E Pavement Repair Supplement this section with the following: After the completion of trench and patch repairs, the Contractor shall seal all joints with CSS -1 and concrete sand. The cost of sealing shall be included in the unit contract price for "HMA Trench Repair." 5- 04.3(7) Preparation of Aggregates 5-04.3(7)AI General Supplement this section with the following: The Contractor may submit for acceptance an approved WSDOT mix design for the class of HMA specified in the contract if the mix design has been approved within the previous 12 -month period using aggregate and asphalt binder from the same sources. The Contractor shall provide the mix design to the Engineer at least fifteen (15) working days prior to any paving. I The Engineer may require an adjustment in the asphalt binder content of the mix design by ± 0.5% at no additional cost to the City of Yakima. 5- 04.3(7)A2 Statistical or Nonstatistical Evaluation Delete this section and replace it with the following: The Contractor shall be responsible for verification of the mix design. 5- 04.3(8)A Acceptance Sampling and Testing — HMA Mixture 5- 04.3(8)A1 General Delete this section and replace it with the following: Acceptance of HMA shall be as provided under Nonstatistical or Commercial evaluation. Commercial evaluation will be used for Commercial HMA and for other classes of HMA in the following applications: Sidewalks, road approaches, ditches, slopes, paths, trails, gores and other nonstructural applications as approved by the Engineer. Sampling and testing of HMA accepted by commercial evaluation will be at the option of the Engineer. The proposal quantity of HMA that is accepted by commercial evaluation will be excluded from the quantities used in the determination of Nonstatistical evaluation. Commercial HMA can be used for patching utility or conduit trenches less than 24 inches in width. !!r 5- 04.3(8)A5 Test Results Delete the first paragraph and replace it with the following: Payment will be made on the basis of the unit contract price for HMA for all HMA accepted on the project. HMA not meeting the quality requirements of the Contract shall be rejected. 5- 04.3(10) Compaction 5- 04.3(10)B Control Delete this section and replace with the following: Each course of asphalt concrete pavement shall be compacted to a minimum of 91% of theoretical maximum Rice density, ASTM D2041. IGAPROJECTS\2014 \1 4 05511 4055 Spec.Docx 6 -53 5- 04.3(11) Reject Work Supplement this section with the following: Delete all references to Combined Pay Factor (CPF). Payment will be made on the basis of the unit contract price for "HMA Trench Repair" for all HMA accepted on the project. HMA not meeting the quality requirements of the Contract shall be rejected, including use of HMA Cl. 3/8 -Inch. 5- 04.;1,(13) Surface Smoothness Supplement this section with the following: Where directed by the Engineer, the Contractor shall feather the HMA pavement in a manner to produce a smooth - riding connection to the existing pavement. All costs and expenses in connection with providing, placing material, and feathering the asphalt concrete pavement shall be paid for as the unit contract price per square yard for "HMA Trench Repair." 5- 04.3(15) HMA Road Approaches Supplement this section with the following: "'here asphalt driveways or road approach HMA aprons are shown on the Plans, they shall be constructed with 0.40 -foot compacted depth of crushed surfacing top course and 0.20 -foot compacted depth of HMA. The portion of the driveways not paved with asphalt shall be surfaced with 0.25 -foot compacted depth crushed surfacing top course. Materials used for construction of driveways and road approaches shall be paid at the unit contract prices for "HMA Trench Repair" and "Crushed Surfacing Base Course." Driveway matchlines shall be cut or scored with an approved pavement cutter prior to excavation. Any portion of the existing driveway (road approach) beyond the construction limits that is damaged by the Contractor's operations shall be replaced in kind at his expense to the satisfaction of the Engineer. All transitions to existing asphalt concrete and cement concrete driveways, curb, asphalt thickened edge for gutter, and walkways shall be vertically sawcut at least two (2) inches with straight, uniform edges. Existing asphalt pavement may be cut with a wheel, provided the wheel cut is full depth and no damage occurs to the pavement which is to remain. 5- 04.3(17) Paving Under Traffic DeletE! the following in the last paragraph: "except the costs of temporary pavement markings" 5- 04.3 ;(19) Sealing of Pavement Surfaces Revise the first sentence to read: "The Contractor shall apply a fog seal to all travel lanes and allow it to cure prior to opening the lane to traffic, when the wearing course is placed after October 1 and before April 1." Add the following: The cost of providing and applying the fog seal shall be incidental to the unit contract price per square yard for "HMA Trench Repair." G: \PROJE'.CTS\2014 \14055 \14055 Spec.Docx 6 -54 l C r ii 5 -04.5 Payment Supplement this section with the following: Payment shall be made per Section 1- 09.3(1) Description of Bid Items. If there is no proposal bid item for "Sawcutting Asphalt Pavement" or "Sawcutting Cement Concrete ", then all costs, including labor and equipment, associated with cutting asphalt pavement or cement concrete shall be considered incidental and included in the unit contract price of other work items. The following sections shall be deleted: 5- 04.5(1) Quality Assurance Price Adjustments 5- 04.5(1)A Price Adjustments for Quality of HMA Mixture 5- 04.5(1)6 Price Adjustments for Quality of HMA Compaction 7 -05 MANHOLES, INLETS, CATCH BASINS, AND DRYWELLS 7 -05.3 Construction Requirements 7- 05.3(1) Adjusting Manholes and Catch Basins to Grade Supplement this section with the following: The Contractor shall establish reference points for the center of each utility appurtenances before their removal for the purpose of relocation for final adjustment to final grade. Manholes, water valve boxes, catch basins, and similar utility appurtenances and structures shall not be adjusted until the asphalt pavement is completed, at which time the center of each structure shall be relocated from references previously established by the Contractor. The asphalt concrete pavement shall be cut and removed to a neat circle, the diameter of which shall be equal to the outside diameter of frame plus two (2) feet. The frame shall be placed on cement concrete blocks or adjustment rings and brought up to the desired grade. The base materials shall be removed and Class 3000 cement concrete shall be placed as shown in the Plans. On the following day, a tack coat of asphalt shall be applied to the concrete, the edges of the asphalt concrete pavement, and the outer edge of the casting. HMA Cl. 3/8 -Inch asphalt concrete shall then be placed and compacted with hand tampers and a patching roller. The completed patch shall match the existing paved surface for texture, density, and uniformity of grade. The joint between the patch and the existing pavement shall then be sealed with emulsified asphalt and shall be immediately covered with dry paving sand before the tack has broken. Utility appurtenances outside paved areas shall be adjusted to match the finish grade of the area surrounding the structure as shown on the Plans. The utility cover shall be cleaned of all concrete prior to acceptance. 7 -05.5 Payment Supplement this section with the following: Payment shall be made per "HMA Trench Repair" of Section 1- 09.3(1) Description of Bid Items. IG: \PROJECTS\2014 \14055 \14055 Spec.Docx 6 -55 7 -09 WATER MAINS 7 -09.1 Description 7- 09.,1(1)D Pipe Zone Backfill Delete this section and replace it with the following: Pipe zone backfill includes material above the pipe zone bedding up to the depths shown on the Details. 7 -09.2 Materials Pipe for main line approved for use on this project shall be as follows: Pipe for Main Line: Polyvinyl Chloride (PVC) Pressure Pipe High Density Polyethylene (HDPE) Pressure Pipe — See Section 7 -16 Irrigation Mains Supplement this section with the following: Polyvinyl Chloride (PVC) Pressure Pipe: All PVC pipe shall conform to the requirements of ASTMD2241 and shall have minimum wall thickness equal or greater than a standard dimension ration (SDR) of 21. Fittings for Main Lines: Fittings shall be mechanical joint in accordance with the Plans and Section 9- 30.2(1) of the Standard Specifications, including transition gaskets and grip rings. Connection Couplings: Couplings for irrigation pipe, either transition or straight couplings, shall be Rumac Style "501" or Macro. Fittings shall be manufactured in the U.S.A. Aggregates: Gravel Backfill for Pipe Zone: Imported pipe zone material for flexible pipes shall be Crushed Surfacing Top Course meeting the requirements of section 9- 03.9(3), and shall be placed and compacted in layers as designated by the Engineer. Pipe zone material for rigid pipes shall be Crushed Surfacing Base Course meeting the requirements of Section 9- 03.9(3), or as approved by the Engineer. Trench Backfill: All longitudinal irrigation main trenches shall be backfilled full depth above the pipe zone with native material (free of organic material, wood, rocks, or pavement chunks larger than 6- inches in maximum dimension), unless otherwise directed by the Engineer. Street crossing trenches and other locations as directed by the Engineer shall be backfilled full depth with imported select backfill. Imported select backfill, where directed by the Engineer, shall be crushed surfacing base course, placed and compacted in layers. 7 -09.3 Construction Requirements 7- 09.3(5) Grade and Alignment Delete the third paragraph and replace with the following: Dopth of irrigation main shall be as shown on the Plans. GAPROJECTS\2014\14055 \14055 Spec.Docx 6 -56 7- 09.3(9) Bedding the Pipe ' Delete the first two sentences of this section and replace with the following: Imported pipe zone material for flexible pipes shall be Crushed Surfacing Top Course meeting the requirements of section 9- 03.9(3), and shall be placed and compacted in layers as designated by the Engineer. Pipe zone material for rigid pipes shall be Crushed Surfacing Base Course meeting the requirements of Section 9- 03.9(3), or as approved by the Engineer. 1 7- 09.3(11) Compaction of Backfill Delete the first paragraph and supplement this section with the following: Mechanical compaction shall be required for all trenches. The Contractor is hereby cautioned that time extensions shall not be granted due to unstable trench backfill conditions caused by excessive ' watering. The Contractor shall be responsible for correcting such conditions caused by his own construction activities. The density of the compacted material shall be at least 95% of the maximum density as determined ' by ASTM D 698 Tests (Standard Proctor). The Contractor shall notify the Engineer when they are ready for in -place density tests of the trench line. Density tests shall be taken at various depths in the trench. The Contractor shall provide a backhoe and operator for the excavation and backfill of test ' holes. The cost of the backhoe and operator shall be considered incidental. Placement of courses of aggregate shall not proceed until density requirements have been met. The first 500 feet of trench backfill operations shall be considered a test section for the Contractor to ' demonstrate his backfilling and compaction techniques. The Contractor shall notify the Engineer at least three (3) working days prior to beginning trench excavation and backfill operations, and shall arrange for in -place density tests to be taken on the completed test section in accordance with the ' above requirements. No further trenching will be allowed until the specified density is achieved in the test section. Passing in -place density tests in the test section will not relieve the Contractor from achieving the specified densities throughout the project. ' 7- 09.3(23) Hydrostatic Pressure Test Replace the first sentence with: ' All irrigation mains and appurtenances shall be tested under a hydrostatic pressure of 60 psi. 7 -09.4 Measurement ' Supplement this section with the following: There will be no separate measurement or payment for dewatering operations by the Contractor. The length and depth of "Select Backfill, as Directed" shall be field measured by the Resident Engineer. The trench width payment line limit for "Select Backfill, as Directed" shall be as shown on ' the Plans. No measurement or payment will be made for excavation or backfill material beyond the payment line limit. 7 -09.5 Payment Supplement this section with the following: ' Payment shall be made per Section 1- 09.3(1) Description of Bid Items. Payment for all pipe items shall be made as follows: 75% of the unit contract bid price for materials ' and initial installation; the next 15% of the unit contract bid price upon the successful completion of density testing; and the final 10% of the unit contract bid price upon the completion of hydrostatic pipe testing. GAPROJECTS12014 \14055 \14055 Spec.Docx 6 -57 7 -12 VALVES FOR WATER MAINS 7 -12.2 Materials Supplement this section with the following: Gate Valves: All gate valves size 3 -inch and larger shall be resilient seated wedge confirming to the latest AWWA Standard C 509. Valves shall be Mueller, Dresser, Clow, or equal. All gate valves shall have mechanical joint connections as shown on the Plans, non - rising stems, open counterclockwise, and shall be provided with a 2 -inch square operating nut. Stuffing box shall be O -ring type. Vaalve Boxes: The top section of the valve boxes shall be Olympic Model 940, or approved equal, 18 in,::hes high. The bottom section shall be Olympic Model 940, or equal, 36 inches high. Extension SOCtions shall be Olympic Model 940, or equal, 12 inches high. Valve stem extensions shall be provided per Section 9- 30.3(6), where necessary. The valve box cover shall be Olympic Model 940, or, approved equal. 7 -12.2; Construction Requirements Supplement this section with the following: Valves: Upon completion of all work in connection with this Contract, the Contractor shall coordinate with the City of Yakima to open all valves involved in this work and the Engineer so notified. Valve Boxes: Valve boxes should be set to position during backfilling operations so they will be in a ve +rtically centered alignment to the valve operating stem. Adjustment to Grade: The Contractor shall adjust all water valve boxes to the final grade of the surrounding area including new concrete sidewalk, asphalt pavement, gravel surfacing, or landscaped surfacing. In asphalt concrete areas, water valve boxes shall be adjusted to grade in accordance with the procedure outlined in Section 7- 05.3(1) of these Special Provisions. The Contractor shall keep the valve boxes free from debris caused by the construction activities. All valve boxes will be inspected during final walk -thru to verify that the valve box is plumb and that the valve wrench can be placed on the operating nut. 7 -12.5, Payment Supplement this section with the following: Payment shall be made per Section 1- 09.3(1) Description of Bid Items. 7 -16 IRRIGATION MAINS (NEW SECTION) 7 -16.1 Description This work consists of constructing new and /or rehabilitating existing irrigation mains and services. These specifications describe the ultimate function to be achieved, that is the rehabilitation of the existing irrigation system piping to provide leakproof, pressurized irrigation service. Therefore, the precise materials and the methods outlined are not described in detail in the following sections. All materials and methods used shall be approved by the Engineer, prior to beginning work. G \PROJECTS\2014 \14055 \14055 Spec.Docx 6 -58 7 -16.2 Materials ' Polyvinyl Chloride (PVC) Pressure Pipe shall comply with Section 7 -09 Water Mains. High Density Polyethylene (HDPE) Pipe for irrigation mains shall be extra high molecular weight, high density ethylene /hexane copolymer, PE 4710 IPS polyethylene resin. The Standard Dimension Ratio (SDR) shall be SDR 13.5. Pipe material shall be provided in straight segments and no coiled pipe will be allowed. Pipe material shall be provided such that the pipe cross - section is uniformly round. No out -of- ' round pipe shall be used on the project. The manufacturer's certification shall state that the pipe was manufactured from one specific resin in compliance with these specifications. The certificate shall state the specific resin used, its source, and list its compliance with these specifications. The pipe shall contain no recycled compound except that generated in the manufacturer's own plant from resin of the same; specification from the same raw material. ' The pipe shall be homogeneous throughout and free of visible cracks, holes, voids, foreign inclusions, or other deleterious defects, and shall be identical in color, density, melt iIndex, and other physical properties throughout. ' During extrusion production, the HDPE pipe shall be continuously marked with durable printing including (but not limited to) nominal size, dimension ratio, pressure rating, type (trade name), material classification, certification base and date. Polyethylene fittings shall comply with all appropriate requirements of AWWA C901, AWWA C906, or CSA 8137.1. Socket type fittings shall comply with ASTM D2683. Butt fusion fittings shall comply with ' ASTM D3261. Electrofusion fittings shall comply with ASTM F1055. Fabricated fittings shall be designed and manufactured to be as strong as or stronger than the pipe to which the fittings will be joined. Mechanical fittings . shall be approved only after submission of appropriate test data and service histories indicating their acceptability for the intended service. In all cases, the specifications and requirements for the fittings supplied shall comply with the appropriate sections of AWWA C901, AWWA C9O6, or CSA B137.1. ' Pipe stiffeners shall be used in conjunction with mechanical restrained fittings. Pipe stiffeners shall be designed to support the interior wall of the HDPE and maintain pipe cross- section shape. The stiffeners shall support the pipe's end and control the "necking down" reaction to the pressure applied during normal installation. The pipe stiffeners shall be formed for 304 or 316 stainless steel to the HDPE manufacturers published average inside diameter of the specific size and DR of the HDPE. 7- 16.2(1) Handling of HDPE Pipe ' The manufacturer shall package the pipe in a manner designed to deliver the pipe to the project neatly, intact, and without physical damage. The transportation carrier shall use appropriate methods and intermittent checks to ensure the pipe is properly supported, stacked, and restrained during transport such that the pipe is not nicked, gouged, or physically damaged. Pipe shall be stored on clean, level ground to prevent undue scratchinc3 or gouging of the pipe. If the pipe ' must be stacked for storage, such stacking shall be done in accordance with the pipe manufacturer's recommendations. The handling of pipe shall .be done in such a manner that it is not damaged by dragging over sharp objects or cut by chokers or lifting equipment. Sections of pipe having been discovered with cuts or gouges in excess of 10% of the wall thickness of the pipe shall be cut out and removed or the section of pipe rejected. 7 -16.3 Construction Requirements 7- 16.3(2)A Joining HDPE Pipe ' Sections of polyethylene pipe shall be joined into continuous lengths on the job site, above ground. The joining method shall be butt fusion and shall be performed in strict conformance with the pipe IGAPROJECTS\2014 \14055 \14055 Spec.Docx 6 -59 manufacturer's recommendations and ASTM -F585. The butt fusion equipment used in the joining process shall be capable of meeting all conditions recommended by the pipe manufacturer, including, but not limited to, temperature requirements of 400 °F and interface fusion pressure of 75 psi. Socket fusion, hot gas fusion, threading, or solvent- cement joints and epoxies are not permitted. The Contractor shall be responsible to verify the fusion equipment is in good working order and the operator has been trained and certified within the past 12 months. Copies of certifications shall be provided to the Engineer prior to construction. The fusion equipment shall be equipped with a datalogger for recording heater temperature and fusion pressure. The Contractor shall maintain a log of all fusion activity on the project. At a minimum, the fusion log shall indicate the following parameters: Name of technician, plan location, time, ambient temperature, fusion temperature, fusion pressure, fusion duration, and cool -down time. All fused joints shall be watertight and shall have a tensile strength equal to that of the pipe. All joints are subject to acceptance by the Owner prior to insertion. All defective joints shall be cut out and replaced at no additional cost to the Owner. The Contractor shall remove all HDPE trimmings or other miscellaneous material from the inside of the pipe tieing butt fused prior to installation. All pipe, both new and existing, shall be adequately covered at the end of each working day to prevent entry by animals (i.e. rodents, cats, etc.). If pipe is left open and unattended by the Contractor, he shall be responsible for verifying no animals have entered the pipe and provide suitable evidence to the Engineer. The Contractor shall not continue work until such evidence is provided and accepted by the Engineer. 7- 16.:1(2)C Horizontal Directional Drilling (HDD) Horizontal directional drilling shall be performed under the guidelines of ASTM F1962, the ASCE Manuals and Reports on Engineering Practice No. 108 and the "Horizontal Directional Drilling Good Practices Guidelines ", as published by the North American Society for Trenchless Technology (NASTT). HDD shall be used where indicated on the Plans and as specified herein. The Contractor shall be responsible for all necessary traffic control and safety devices at all times during drilling operations and new pipe pull -back. Bore pit set up area shall be established as part of the Contractor's drilling plan. The contractor shall make all necessary assessments and investigations of the soil conditions by means of researching existing records of nearby construction sites or visual inspection, prior to beginning drilling operations. Any obstructions or potential hazards shall be identified and avoided and /or removed by the Contractor as directed by the Engineer. Determination of all required drilling equipment (e.g. drill rig, bits, reametrs, drilling fluid, etc.) is the responsibility of the Contractor. Underground utilities shall be located prior to establishing final drill path. All known utility crossings within the directional drilling depth range shall be potholed and exposed prior to drilling activities. The Contractor's drilling plan shall be submitted to and approved by the Engineer prior to beginning construction. The pilot bore hole shall be closely tracked to ensure that the new pipe is installed at the proper depth and location to meet the requirements of the Plans and Specifications. Typical irrigation main pipe cover shall be 36 inches from existing ground elevation. Should an obstruction or utility conflict be encountered, the acceptable range of drilling depths (pipe cover) shall be 30 inches minimum and 48 inches maximum from existing ground elevation. At canal crossing locations, drilled irrigation main pipe cover shall be 12 inches from the canal bottom. The bore head shall be tracked electronically to properly guide the hole where new pipe will be placed. Detailed records of depth, pitch, fluids used and special site conditions shall be kept on each pipeline drilled. A copy of the drill records shall be submitted to the Engineer as part of the project record drawings. The receiver and transmitter used for guiding the bore head shall be calibrated prior to beginning construction. Proper equipment and procedures shall be used to change the tooling at the exit pit. The size of the pilot hole reaming tool depends on the size of pipe being pulled back and the soil conditions. Determination of reaming tool size and type shall be the responsibility of the Contractor. A final reaming pass shall be made prior to pull -back of the new pipe to ensure the bore hole is clear of any remaining fine gravels or soil clumps that would interfere with pipe pullback. G \PROJECTS\2014 \14055 \14055 Spec.Docx 6 -60 I Drilling fluids or "drilling mud" shall be used to stabilize the hole and remove soil during boring and reaming operations. Drilling fluid type and viscosity shall be determined by the Contractor and tested periodically during drilling so that adjustments can be made to ensure the borehole remains open, the drill rig pumps are not overworked, and fluid circulation is maintained throughout the bore hole. Water for drilling shall be furnished by the Contracting Agency per Section 1 -05.16 of these Technical Specifications. Proper removal and disposal of soil and borehole fluids shall be the responsibility of the Contractor. Drilling fluid shall not be allowed to enter any City sewer or storm drain. During pipe pullback the axial tension forces shall be monitored to avoid stressing the pipe. The tension force readings, constant insertion velocity, drill fluid circulation and exit rates, and length of pipe installed shall be recorded by the driller. Proper handling, bending and fusion welding of HDPE pipe shall meet the requirements of sections 7- 16.2(1) and 7- 16.3(2) of these Technical Specifications. 7- 16.3(2)F Insertion or Access Pits ' The Contractor shall construct insertion or access pits at locations which maximize drilling distances and directions, and which minimize disruption to traffic and impacts to adjacent properties. Proposed access pit locations are shown on the Plans for the Contractor's consideration. The Contractor shall coordinate ' drill setup locations with property owners and shall obtain written approval prior to any drilling activities. 7-16.3(2)G Service Connections New irrigation service connections shall be made at locations as shown on the Plans or as otherwise directed by the Owner. All existing and new service connections shall be identified and located prior to pipe rehabilitation work. The Contractor shall allow a sufficient pipe relaxation period, as recommended by the pipe manufacturer, but not less than two hours, following drilling new pipe into place prior to completing new service connections. Service connections for HDPE irrigation main shall be Friatec DAA or Romac style 101 N -H with stainless steel strap and Ford C86 -33 coupling. Friatec Saddles shall be installed by fusion of service saddles onto the new HDPE irrigation pipe according to manufacturer's recommendations. Service connections for PVC irrigation main shall be Romac style 101S with stainless steel strap and Ford C86 -33 coupling, or approved equal. Service saddles shall provide a 3/4 -inch or 1 -inch service as shown on the plans. A mechanical- assist tool shall be used to fuse saddles to new HDPE irrigation pipe and all fusing shall be ' done in strict accordance with the pipe manufacturer's recommendations. Holes for services made in the irrigation main shall be full circle, made with a hole saw, and match the service size (i.e. 3/4" hole for 3/4" service, etc.). All service coupons shall be retained. Following sufficient cooling time, all service saddle connections shall be pressure tested by the Contractor and approved by the Owner prior to tapping the main, completion of the service, and backfilling operations. Service lateral (or service pipe) shall be polyethylene, CTS, 200 lb and shall have minimum wall thickness equal or greater than a standard dimension ratio (SDR) of 9. Locating wire shall be installed along the service lateral, from the main to valve box as shown on the Plans. Curb stop valves shall be installed at existing locations unless other locations are specified on the Plans or as directed by the Owner. Curb stop valves shall be model Ford B41 -333 or approved equal. The Contractor shall verify and confirm new service connections are connected to the intended private ' irrigation system using compressed air, or other method as proposed by the Contractor and approved by the Engineer. The Contractor shall record existing service valve position (Open /Closed) on a set of record drawings ' prior to removal and the Contractor shall return new valve to original position after pressure testing and acceptance. These record drawings shall be provided to the Engineer upon completion of the project. IG:\PROJECTSQ014 \14055 \14055 Spec.Docx 6 -61 7- 16.3(2)H Leak Testing Pressure testing HDPE pipe shall be conducted in accordance with ASTM F2164. All pipes (both PVC and HDPE) shall be filled with water raised to test pressure and allowed to stabilize. The test pressure shall be 60 psi. The irrigation main piping shall pass if the final pressure is within 5% of the test pressure for one hour. Irrigation service piping shall pass if the final test pressure holds for a minimum of 10 minutes. For safety reasons, hydrostatic testing will be the only acceptable testing method. The Contractor shall maintain a log of all pipe and service testing completed on the project. At a minimum, the testing log shall indicate the following parameters: Name of technician, time, test pressure, test duration, and whether the test passed or failed. 7- 163(6) Existing Utilities Existing utilities of record, except services, are shown on the Plans. These are shown for convenience only, and the Engineer assumes no responsibility for improper locations or failure to show utility locations on the Plans. When utility services occupy the same space as the new irrigation main, the Contractor shall complete necessary excavation to fully expose such services. The Contractor shall protect said services, and work around them during excavating and pipe laying operations. Any damages to services resulting from the Contractor's operation shall be reported to the appropriate utility. Such damage shall be repaired at the Contractor's expense. 7-16.4 Measurement and Payment Payment shall be made per Section 1- 09.3(1) Description of Bid Items. 8 -01 EROSION CONTROL AND WATER POLLUTION CONTROL 8 -01.!6 Payment Replace with the following: All costs to comply with this section shall be considered incidental to the Contract. 8 -04 CURBS, GUTTERS, AND SPILLWAYS 8 -04.3 Construction Requirements 8- 04.3(1) Cement Concrete Curbs, Gutters, and Spillways Supplement this section with the following: Cement concrete traffic curb and gutter constructed on this project shall be as shown on the Details. Full Height or "Barrier" cement concrete traffic curb and gutter as shown on the Detail Sheet shall be used on the roadway as shown on the Plans. Depressed or "Driveway" cement concrete traffic curb and gutter as shown on the Detail Sheet shall be used at all driveway and wheelchair ramp locations as shown on the Plans and as directed in the field by the Engineer. Cement concrete curb and gutter which does not comply with the section details on the Plans shall be removed and replaced at the Contractor's expense. The new concrete curb and gutter shall be cured in accordance with Section 5- 05.3(13)A of the Si:andard Specifications. Application of the curing compound shall be in accordance with the manufacturer's recommendations. First -class workmanship and finish will be required on all portions of concrete curb and gutter work. Quality of workmanship and finish will be evaluated continuously and will be based solely upon the judgment of the Engineer. If at any time it is found that quality is unacceptable, work shall be immediately stopped, and no additional curb and gutter shall be placed. Cement concrete curb and gutter which does not comply with the section details on the Plans, or in the Engineer's opinion does GAPROJE:CTS12014 \14055114055 Spec.Docx 6 -62 not demonstrate first -class workmanship and finish, shall be removed and replaced at the Contractor's expense. Should the Contractor's equipment or methods be unable to produce curb and gutter meeting the requirements of the Details and Specifications, no further curb and gutter construction will be allowed until corrections have been made to said equipment or methods. 8 -04.5 Payment Supplement this section with the following: iPayment shall be per Section 1- 09.3(1) Description of Bid Items. 8 -06 CEMENT CONCRETE DRIVEWAY ENTRANCES 8 -06.3 Construction Requirements Supplement this section with the following: The concrete driveway entrance /sidewalk shall be six (6) inches in thickness. New concrete driveways shown in the Plans shall be six (6) inches in thickness. 8 -06.5 Payment Delete the first paragraph and replace it with the following: Payment shall be per Section 1- 09.3(1) Description of Bid items. Payment for crushed surfacing top course placed under concrete driveways shall be incidental to other items of work. 8 -14 CEMENT CONCRETE SIDEWALKS 8 -14.3 Construction Requirements 8- 14.3(3) Placing and Finishing Concrete Supplement this section with the following: All sidewalks not located in driveway entrance areas shall be four (4) inches in thickness. All concrete approaches located behind a depressed curb and gutter section shall be six (6) inches in thickness. Sidewalks shall be marked across the entire width every five (5) feet and with preformed asphalt impregnated joint fillers 3/8 -inch thick every twenty (20) feet. Concrete sidewalk shall be cured in accordance with Section 5- 05.3(13)A of the Standard Specifications. Application of the curing compound shall be in accordance with the manufacturer's recommendations. Failure to properly secure or seal the cement concrete sidewalk will require the Contractor to remove and replace the sidewalk section at his expense. First -class workmanship and finish will be required on all portions of cement concrete sidewalk work. Quality of workmanship and finish will be evaluated continuously and will be based solely upon the judgment of the Engineer. If at any time it is found that quality is unacceptable, work shall be immediately stopped, and no additional sidewalk shall be placed. Cement concrete sidewalk which does not comply with the section details on the Plans, or in the Engineer's opinion does not demonstrate first -class workmanship and finish, shall be removed and replaced at the Contractor's expense. Should the Contractor's equipment or methods be unable to produce sidewalk meeting the requirements of the Plans and Specifications, no further sidewalk construction will be allowed until corrections have been made to said equipment or methods. ' GAPROJECTS\2014 \14055 \14055 Spec. Docx 6 -63 8 -14.5 Payment Supplement this section with the following: Payment shall be per Section 1- 09.3(1) Description of Bid items. 8 -22 PAVEMENT MARKING 8 -22.1 Description Supplement this section with the following: This work includes furnishing and installing painted pavement markings to match preconstruction markings. 8 -22.5 Payment Supplement this section with the following: Payment shall be per Section 1- 09.3(1) Description of Bid items. G:IPROJECTS\2014114055 \14055 Spec.Docx 6 -64 APPENDIX A ' AMENDMENTS TO THE 2014 WASHINGTON STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS I GAPROJECTS\2014 \14055 \14055 Spec. Docx r] 1 1 INTRO.AP1 2 INTRODUCTION 3 The following Amendments and Special Provisions shall be used in conjunction with the 4 2014 Standard Specifications for Road, Bridge, and Municipal Construction. 5 6 AMENDMENTS TO THE STANDARD SPECIFICATIONS 7 8 The following Amendments to the Standard Specifications are made a part of this contract 9 and supersede any conflicting provisions of the Standard Specifications. For informational 10 purposes, the date following each Amendment title indicates the implementation date of the 11 Amendment or the latest date of revision. 12 13 Each Amendment contains all current revisions to the applicable section of the Standard 14 Specifications and may include references which do not apply to this particular project. 15 16 1- 01.AP1 17 Section 1 -01, Definitions and Terms 18 August 4, 2014 19 1 -01.3 Definitions 20 The definition for "Engineer" is revised to read: 21 22 The Contracting Agency's representative who directly supervises the engineering and 23 administration of a construction Contract. 24 25 The definition for "Inspector" is revised to read: 26 27 The Engineer's representative who inspects Contract performance in detail. 28 29 The definition for "Project Engineer'' is revised to read: 30 31 Same as Engineer. 32 33 The definition for "Working Drawings" is revised to read: 34 35 Drawings, plans, diagrams, or any other supplementary data or calculations, including a 36 schedule of submittal dates for Working Drawings where specified, which the Contractor 37 must submit to the Engineer. 38 39 1- 02.AP1 40 Section 1 -02, Bid Procedures and Conditions 41 April 7, 2014 42 1- 02.8(1) Noncollusion Declaration 43 The third paragraph is revised to read: 44 AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK Revised: 8/4114 1 Therefore, by including the Non - collusion Declaration as part of the signed bid Proposal, 1' the Bidder is deemed to have certified and agreed to the requirements of the Declaration. 4• 1- 03.AP1 E, Section 1 -03, Award and Execution of Contract 7' March 3, 2014 8 1 -03.4 Contract Bond 0 The last word of item 3 is deleted. 10 11 Item 4 is renumbered to 5. 12'. 12, The following is inserted after item 3 (after the preceding Amendments are applied): 14 15 4. Be conditioned upon the payment of taxes, increases, and penalties incurred on the 16 project under titles 50, 51, and 82 RCW; and 17 18 1- 04.AP1 19 Section 1 -04, Scope of the Work nn A.. -...�i A AAAA LU' August -t, &V 1't 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 1 -04.4 Changes In the third paragraph, item number 1 and 2 are revised to read: A. When the character of the Work as altered differs materially in kind or nature from that involved or included in the original proposed construction; or B. When an item of Work, as defined elsewhere in the Contract, is increased in excess of 125 percent or decreased below 75 percent of the original Contract quantity. For , the purpose of this Section, an item of Work will be defined as any item that qualifies for adjustment under the provisions of Section 1 -04.6. The last two paragraphs are deleted. This section is supplemented with the following new subsections: 1- 04.4(2) Value Engineering Change Proposal (VECP) 1- 04.4(2)A General A VECP is a Contractor proposed change to the Contract Provisions which will accomplish the projects functional requirements in a manner that is equal to or better than the requirements in the Contract. The VECP may be: (1) at a less cost or time, or (2) either no cost savings or a minor increase in cost with a reduction in Contract time. The net savings or added costs to the Contract Work are shared by the Contractor and Contracting Agency. The Contractor may submit a VECP for changing the Plans, Specifications, or other requirements of the Contract. The Engineer's decision to accept or reject all or part AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK Revised: 814/14 AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK Revised: 8/4/14 1 of the proposal is final and not subject to arbitration under the arbitration clause or ' 2 otherwise subject to litigation. 3 4 The VECP shall meet all of the following: 5 6 1. Not adversely affect the long term Fife cycle costs. 7 8 2. Not adversely impact the ability to perform maintenance. 9 10 3. Provide the required safety and appearance. 11 12 4. Provide substitution for deleted or reduced Disadvantaged Business 13 Enterprise Condition of Award Work, Apprentice Utilization and Training. 14 15 VECPs that provide a time reduction shall meet the following requirements: 16 17 1. Time saving is a direct result of the VECP. 18 19 2. Liquidated damages penalties are riot used to calculate savings. 20 21 3. Administrative /overhead cost savings experienced by either the Contractor 22 or Contracting Agency as a result of time reduction accrue to each party 23 24 and are not used to calculate savings. 25 1- 04.4(2)6 VECP Savings 26 27 1- 04.4(2)B1 Proposal Savings 28 The incentive payment to the Contractor shall be one -half of the net savings of 29 the proposal calculated as follows: 30 31 1. (gross cost of deleted work) — (gross cost of added work) _ (gross 32 savings) 33 34 2. (gross savings) — (Contractor's engineering costs) — (Contracting 35 Agency's costs) _ (net savings) 36 37 3. (net savings) / 2 = (incentive pay) 38 39 The Contracting Agency's costs shall be the actual consultant costs billed to 40 the Contracting Agency and in -house costs. Costs for personnel assigned to 41 the Engineer's office shall not be included. ' 42 43 1- 04.4(2)B2 Added Costs to Achieve Time Savings 44 The cost to achieve the time savings shall be calculated as follows: 45 46 1. (cost of added work) + (Contractor's engineering costs - Contracting 47 Agency's engineering costs) = (cost to achieve time savings) 48 49 2. (cost to achieve time savings) 12 = (Contracting Agency's share of 50 added cost) 51 AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK Revised: 8/4/14 1 If the timesaving proposal also involves deleting work and, as a result, creates , 2 a savings for the Contracting Agency, then the Contractor shall also receive ;3 one -half of the savings realized through the deletion. �i 5 1- 04.4(2)C VECP Approval Ei 7 1- 04.4(2)C1 Concept Approval El The Contractor shall submit a written proposal to the Engineer for 9 consideration. The proposal shall contain the following information: 1(1 11 1. An explanation outlining the benefit provided by the change(s). 1 I , . 1:l 2. A narrative description of the proposed change(s). If applicable, the 141 discussion shall include a demonstration of functional equivalency or a 15 description of how the proposal meets the original contract scope of 1 E• 1 i' work. 1 f l 3. A cost discussion estimating any net savings. Savings estimates will 19 generally follow the outline below under the section, "Proposal ". 20 Savings f 21 i 21: 4. A statement providing the Contracting Agency with the right to use all 2':; or anv part of the proposal on future projects without future obligation 24• or compensation. 25 26 5. A statement acknowledging and agreeing that the Engineer's decision 27 to accept or reject all or part of the proposal is final and not subject to 28 arbitration under the arbitration clause or otherwise be subject to 29 claims or disputes. 30, 31 6. A statement giving the dates the Engineer must make a decision to 32 accept or reject the conceptual proposal, the date that approval to 33 proceed must be received, and the date the work must begin in order ' 34 to not delay the contract. If the Contracting Agency does not approve 35 the VECP by the date specified by the Contractor in their proposal the 36 VECP will be deemed rejected. 37 38 7. The submittal will include an analysis on other Work that may have 39 costs that changed as a result of the VECP. Traffic control and 40 erosion control shall both be included in addition to any other impacted 41 Work. 42 After review of the proposal, the Engineer will respond in writing with '43 44 acceptance or rejection of the concept. This acceptance shall not be 45 construed as authority to proceed with any change contract work. Concept 46 approval allows the Contractor to proceed with the Work needed to develop 47 final plans and other information to receive formal approval and to support 48 preparation of a change order. 49 ' 50 1- 04.4(2)C2 Formal Approval 51 The Contractor's submittal to the Engineer for formal approval shall include the 52 following: AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK Revised: 8/4/14 1 C� I 1 2 1. Deleted Work — Include the calculated quantities of unit price Work to 3 be deleted. Include the proposed partial prices for portions of lump 4 sum Work deleted. For deletion of force account items include the 5 time and material estimates. 6 7 2. Added Work — Include the calculated quantities of unit price Work to 8 be added, either by original unit Contract prices or by new, negotiated 9 unit prices. For new items of Work include the quantities and 10 proposed prices. 11 12 3. Contractor's Engineering Costs — Submit the labor costs for the 13 engineering to develop the proposal; costs for Contractor employees 14 utilized in contract operations on a regular basis shall not be included. 15 16 4. Schedule Analysis — If the VECP is related to time savings, the 17 Contractor shall submit a partial progress schedule showing the 18 changed Work. The submittal shall also include a discussion 19 comparing the partial progress schedule with the approved progress 20 schedule for the project. 21 22 5. Working Drawings — Type 3 Working Drawings shall be submitted; 23 those drawings which require engineering shall be a Type 3E. 24 25 Formal approval of the proposal will be documented by issuance of a change 26 order. The VECP change order will contain the following statements which the 27 Contractor agrees to by signing the change order: 28 29 1. The Contractor accepts design risk of all features, both temporary and 30 permanent, of the changed Work. 31 32 2. The Contractor accepts risk of constructability of the changed Work. 33 34 3. The Contractor provides the Contracting Agency with the right to use 35 all or any part of the proposal on future projects without further 36 obligation or compensation. 37 38 VECP change orders will contain separate pay items for the items that are 39 applicable to the Proposal. These are as follows: 40 41 1. Deleted Work. 42 43 2. Added Work. 44 45 3. The Contractor's engineering costs, reimbursed at 100 percent of the 46 Contractor's cost. 47 48 4. Incentive payment to the Contactor. 49 50 When added Work costs exceed Deleted Work costs, but time savings make a 51 viable proposal, then items 3 and 4 above are replaced with the following: 52 AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK Revised: 814/14 'I 3 �l 6 c� 1(I 11 1 �! 15 1 EI 1 T E; 151 20 21 22' 22 24. 25 26 27' 26 29 30 31 32. 33 34 35 36 37 38 39 4C 41 42 43 44 45 46 47 48 49 5C 3. The Contracting Agency's share of added cost to achieve time savings. 4. The Contractor's share of savings from deleted Work. 1- 04.4(2)C3 Authority to Proceed with Changed Work The authority for the Contractor to proceed with the VECP Work will be provided by one of the following options: 1. Execution of the VECP change order, or 2. At the Contractor's request the Contracting Agency may provide approval by letter from the Engineer for the Work to proceed prior to execution of a change order. All of the risk for proceeding with the VECP shall be the responsibility of the Contractor. Additionally, the following criteria are required to have been met: a) Concept approval has been granted by the Contracting Agency. b) All design reviews and approvals have been completed, including plans and specifications. c) The Contractor has guaranteed; in writing; the minimum savinas to the Contracting Agency. 1- 05.AP1 Section 1 -05, Control of Work August 4, 2014 1 -05.1 Authority of the Engineer In this section, "Project Engineer" is revised to read "Engineer'. The second paragraph (up until the colon) is revised to read: The Engineer's decisions will be final on all questions including the following: The first sentence in the third paragraph is revised to read: The Engineer represents the Contracting Agency with full authority to enforce Contract requirements. 1 -05.2 Authority of Assistants and Inspectors The first paragraph is revised to read: The Engineer may appoint assistants and Inspectors to assist in determining that the Work and materials meet the Contract requirements. Assistants and Inspectors have the authority to reject defective material and suspend Work that is being done improperly, subject to the final decisions of the Engineer. In the third paragraph, "Project Engineer" is revised to read "Engineer". AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK Revised: 8/4/14 1 1 1 Il u 1 1 -06.3 Plans and Working Drawings 2 This section's title is revised to read:,, 3 4 Working Drawings 5 6 This section is revised to read: 7 8 The Contract may require the Contractor to subunit Working Drawings for the 9 performance of the Work. Working Drawings shall be submitted by the Contractor 10 electronically to the Engineer in PDF format; drawing details shall be prepared in 11 accordance with conventional detailing practices. If the PDF format is found to be 12 unacceptable, at the request of the Engineer, the Contractor shall provide paper copies 13 of the Working Drawings with drawings on 11 by 17 inch sheets and calculations /text on 14 8'/ by 11 inch sheets. 15 16 Working Drawings will be classified under the following categories: 17 18 1. Type 1 — Submitted for Contracting Agency information. Submittal must be 19 received by the Contracting Agency a minimum of 7 calendar days before work 20 represented by the submittal begins. 21 22 2. Type 2 — Submitted for Contracting Agency review and comment. Unless 23 otherwise stated in the Contract, the Engineer will require up to 20 calendar 24 days from the date the Working Drawing is received until it is returned to the 25 Contractor. The Contractor shall not proceed with the Work represented by the 26 Working Drawing until comments from the Engineer have been addressed. 27 28 3. Type 2E — Same as a Type 2 Working Drawing with Engineering as described 29 below. 30 31 4. Type 3 — Submitted for Contracting Agency review and approval. Unless 32 otherwise stated in the Contract, the Engineer will require up to 30 calendar 33 days from the date the Working Drawing is received until it is returned to the 34 Contractor. The Contractor shall obtain the Engineer's written approval before 35 proceeding with the Work represented by the Working Drawing. 36 37 5. Type 3E — Same as a Type 3 Working Drawing with Engineering as described 38 below. 39 40 All Working Drawings shall be considered Type 3 Working Drawings except as 41 specifically noted otherwise in the Contract. Unless designated otherwise by the 42 Contractor, submittals of Working Drawings will be reviewed in the order they are 43 received by the Engineer. In the event that several Working Drawings are received 44 simultaneously, the Contractor shall specify the sequence in which they are to be 45 reviewed. If the Contractor does not submit a review sequence for simultaneous 46 Working Drawing submittals, the review sequence will be at the Engineer's discretion. 47 48 Working Drawings requiring Engineering, Type 2E and 3E, shall be prepared by (or 49 under the direction of) a Professional Engineer, licensed under Title 18 RCW, State of 50 Washington, and in accordance with WAC 196 -23 -020. Design calculations shall carry 51 the Professional Engineer's signature and seal, date of signature, and registration AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK Revised: 8/4/14 number on the cover page. The cover page shall also include the Contract number, :? Contract title and sequential index to calculation oage numbers. dl. If more than the specified number of days is required for the Engineer's review of any 5 individual Working Drawing or resubmittal, an extension of time will be considered in 6 accordance with Section 1 -08.8. f3 Review or approval of Working Drawings shall neither confer upon the Contracting 9 Agency nor relieve the Contractor of any responsibility for the accuracy of the drawings 1() or their conformity with the Contract. The Contractor shall bear all risk and all costs of 111 any Work delays caused by rejection or nonapproval of Working Drawings. 12 1:S Unit Bid prices shall cover all costs of Working Drawings. 14 15 1- 07.AP1 16 Section 1 -07, Legal Relations and Responsibilities to the Public 17 January 6, 2014 1 ft 1 -07.2 State Taxes 19 This section is revised to read: 20 21 Th v vIa�hingtvn State. rni VQIrtment W. 9 N -11- hFC unrl grne� 1 Wl W nn . I the State 22 sales tax. Sections 1- 07.2(1) through 1- 07.2(3) are meant to clarify those rules. The 2c; Contracting Agency will not adjust its payment if the Contractor bases a Bid on a 24!• misunderstood tax liability. 25 26 The Contracting Agency may deduct from its payments to the Contractor, retainage or 27 lien the bond, in the amount the Contractor owes the State Department of Revenue, 28 whether the amount owed relates to the Contract in question or not. Any amount so 29 deducted will be paid into the proper State fund on the contractor's behalf. For 30 additional information on tax rates and application refer to applicable RCWs, WACs or 31 the Department of Revenue's website. 32: 312 1- 07.2(1) State Sales Tax: Work Performed on City, County, or Federally - 34, Owned Land 35 This section including title is revised to read: 36 37' 1- 07.2(1) State Sales Tax: WAC 458 -20 -171 — Use Tax 38 For Work designated as Rule 171, Use Tax, the Contractor shall include for 39 compensation the amount of any taxes paid in the various unit Bid prices or other 40 Contract amounts. Typically, these taxes are collected on materials incorporated into 41 the project and items such as the purchase or rental of; tools, machinery, equipment, or 42' consumable supplies not integrated into the project. 4 I 44. The Summary of Quantities in the Contract Plans identifies those parts of the project 45 that are subject to Use Tax under Section 1- 07.2(1). 46 47 1- 07.2(2) State Sales Tax: Work on State -Owned or Private Land 46 This section including title is revised to read: 45i AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK Revised: 8/4/14 1 AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK Revised: 8/4114 1 1- 07.2(2) State Sales Tax: WAC 458 -20 -170 -- Retail Sales Tax 2 For Work designated as Rule 170, Retail Sales Tax, the Contractor shall collect from 3 the Contracting Agency, Retail Sales Tax on the full Contract price. The Contracting 4 Agency will automatically add this Retail Sales Tax to each payment to the Contractor 5 and for this reason; the Contractor shall not include the Retail Sales Tax in the unit Bid 6 prices or in any other Contract amount. However, the Contracting Agency will not 7 8 provide additional compensation to the Prime Contractor or Subcontractor for Retail Sales Taxes paid by the Contractor in addition to the Retail Sales Tax on the total 9 contract amount. Typically, these taxes are collected on items such as the purchase or 10 11 rental of; tools, machinery, equipment, or consumable supplies not integrated into the project. Such sales taxes shall be included in the unit Bid prices or in any other Contract 12 amounts. 13 14 The Summary of Quantities in the Contract Plans identifies those parts of the project 15 that are subject to Retail Sales Tax under Section 1- 07.2(2). 16 17 1- 07.2(3) Services 18 This section is revised to read: 19 20 Any contract wholly for professional or other applicable services is generally not subject 21 to Retail Sales Tax and therefore the Contractor- shall not collect Retail Sales Tax from 22 the Contracting Agency on those Contracts. Any incidental taxes paid as part of 23 providing the services shall be included in the payments under the contract. 24 25 1 -08.AP 1 26 Section 1 -08, Prosecution and Progress 27 May 5, 2014 28 1 -08.1 Subcontracting 29 The eighth paragraph is revised to read: 30 31 On all projects, the Contractor shall certify to the actual amounts paid to Disadvantaged, 32 Minority, Women's, or Small Business Enterprise firms that were used as 33 Subcontractors, lower tier subcontractors, manufacturers, regular dealers, or service 34 providers on the Contract. This Certification shall be submitted to the Project Engineer 35 on a monthly basis each month between Execution of the Contract and Physical 36 Completion of the contract using the application available at: 37 https: / /remoteapps. wsdot. wa. gov / mapsdata /tools /dbeparticipation. The monthly report is 38 due 20 calendar days following the end of the month. A monthly report shall be 39 submitted for every month between Execution of the Contract and Physical Completion 40 regardless of whether payments were made or work occurred. 41 42 The ninth paragraph is deleted. 43 44 1- 10.AP1 45 Section 1 -10, Temporary Traffic Control 46 August 4, 2014 ' 47 48 1- 10.1(1) Materials The following material reference is deleted from this section: 1 AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK Revised: 8/4114 1 is Barrier Drums 9 -35.8 1- 10.1(2) Description The first paragraph is revised to read: E; i' The Contractor shall provide flaggers, and all other personnel required for labor for E; traffic control activities and not otherwise specified as being furnished by the Contracting Agency. 10 11 1- 10.2(1) General 12 In the third paragraph, the first two sentences are revised to read: 13 14 The primary and alternate TCS shall be certified by one of the organizations listed in the 15 Special Provisions. Possession of a current Washington State TCS card and flagging 16 card by the primary alternate TCS is mandatory. 17 18 1- 10.2(1)6 Traffic Control Supervisor 19 The first paragraph is revised to read: 20 21 A Traffic Control Supervisor (TCS) shall be present on the project whenever flagging or 22 other traffic control labor is being utilized or less frequently, as authorized by the /-3 Mngmeer. 24 25 The last paragraph is revised to read: 26 27 The TCS may perform the Work described in Section 1- 10.3(1)A Flaggers or in Section 28 1- 10.3(1)B Other Traffic Control Labor and be compensated under those Bid items, 29 provided that the duties of the TCS are accomplished. 30 31 1- 10.2(2) Traffic Control Plans 32 The first paragraph is revised to read: 33 34 The traffic control plan or plans appearing in the Contract documents show a method of 35 handling vehicle, bicycle, and pedestrian traffic. All construction signs, flaggers, and 36 other traffic control devices are shown on the traffic control plan(s) except for 37 emergency situations. If the Contractor proposes adding the use of flaggers to a plan, 38 this will constitute a modification requiring approval by the Engineer. The modified plans 39 shall show locations for all the required advance warning signs and a safe, protected 40 location for the flagging station. If flagging is to be performed during hours of darkness, 41 the plan shall include appropriate illumination for the flagging station. 42 43 In the second paragraph, the second sentence is revised to read: 44 45 Any Contractor - proposed modification, supplement or replacement shall show the 46 necessary construction signs, flaggers, and other traffic control devices required to 47 support the Work. 48 49 1- 10.2(3) Conformance to Established Standards 50 In the second paragraph, the second sentence is revised to read: 51 AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK Revised: 8/4/14 I AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK Revised: 8/4/14 1 The National Cooperative Highway Research Project (NCHRP) Report 350 and the 2 AASHTO Manual for Assessing Safety Hardware (MASH) have established 3 requirements for crash testing. 4 5 In the third paragraph, "NCHRP 350" is revised to read "NCHRP 350 or MASH ". 6 7 In the fourth paragraph, "NCHRP 350" is revised to read "NCHRP 350 or MASH ". 8 9 » In the fifth paragraph, NCHRP 350 » is revised to read NCHRP 350 or MASH". 10 11 1- 10.3(1) Traffic Control Labor 12 The first paragraph is revised to read: 13 14 The Contractor shall furnish all personnel for flagging, for the execution of all 15 procedures related to temporary traffic control and for the setup, maintenance and 16 removal of all temporary traffic control devices and construction signs necessary to 17 control vehicular, bicycle, and pedestrian traffic during construction operations. 18 19 1- 10.3(1)A Flaggers and Spotters 20 This section's title is revised to read: 21 22 Flaggers 23 24 The first paragraph is revised to read: 25 26 Flaggers shall be posted where shown on approved Traffic Control Plans or where 1 27 directed by the Engineer. All flaggers shall possess a current flagging card issued by 28 the State of Washington, Oregon, Montana, or Idaho. The flagging card shall be 29 30 immediately available and shown to the Contracting Agency upon request. 31 The last paragraph is deleted. 32 33 1- 10.3(1)B Other Traffic Control Labor 34 This section is revised to read: 35 36 In addition to flagging duties, the Contractor shall provide personnel for all other traffic 37 control procedures required by the construction operations and for the labor to install, 38 maintain and remove any traffic control devices shown on Traffic Control Plans. 39 40 1- 10.3(3)B Sequential Arrow Signs 41 This section is supplemented with the following: 42 43 A sequential arrow sign is required for all lane closure tapers on a multilane facility. A 44 separate sequential arrow sign shall be used for each closed lane. The arrow sign shall 45 not be used to laterally shift traffic. When used in the caution mode, the four corner 46 mode shall be used. 47 48 1- 10.3(3)C Portable Changeable Message Signs 49 This section is revised to read: 50 51 Where shown on an approved traffic control plan or where ordered by the Engineer, the ' 52 Contractor shall provide, operate, and maintain portable changeable message signs I AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK Revised: 8/4/14 I (PCMS). A PCMS shall be placed behind a barrier or guardrail whenever possible, but shall at a minimum provide 4 ft. of lateral clearance to edge of travelled lane and be delineated by channelization devices. The Contractor shall remove the PCMS from the �! clear zone when not in use unless protected by barrier or guardrail. F� E; 1- 10.3(3)F Barrier Drums 7 This section including title is deleted in its entirety and replaced with the following: E; El 1- 10.3(3)F Vacant 10 11 1- 10.3(3)K Portable Temporary Traffic Control Signal 12' The fifth paragraph is revised to read: 1:t 14. The Project Engineer or designee will inspect the signal system at initial 15 installation /operation and approve the signal timing. Final approval will be based on the 1 E results of the operational inspection. 17' 1E; 1- 10.4(2) Item Bids With Lump Sum for Incidentals 19 In the second paragraph, the first and second sentences are revised to read: 20 21 "Flaggers" will be measured by the hour. Hours will be measured for each flagging 22 station, shown on an approved Traffic Control Plan, when that station is staffed in c.; accordance ce w;U I %.) �.Aiv� i I - 1 v.ak 1 /n. 24 25 The first sentence of the last bulleted item in this section is revised to read: 26 27 Installing and removing Barricades, Traffic Safety Drums, Cones, Tubular Markers and 28 Warning Lights and Flashers to carry out approved Traffic Control Plan(s). 29 30 1- 10.5(2) Item Bids With Lump Sum for Incidentals 31 This section is deleted and replaced with the following: 32 33 "Traffic Control Supervisor", lump sum. 34 35 The lump sum Contract payment shall be full compensation for all costs incurred by the 36 Contractor in performing the Work defined in Section 1- 10.2(1)B. 37 38 "Pedestrian Traffic Control ", lump sum. 39 40 The lump sum Contract payment shall be full compensation for all costs incurred by the 41 Contractor in performing the Work for pedestrian traffic control defined in Section 1 -10. 42 43 "Flaggers ", per hour. 44 45 The unit Contract price, when applied to the number of units measured for this item in 46 accordance with Section 1- 10.4(2), shall be full compensation for all costs incurred 47 by the Contractor in performing the Work defined in Section 1- 10.3(1)A. 48 49 "Other Traffic Control Labor", per hour. 50 AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK Revised: 814/14 I AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK Revised: 8!4114 11 1 The unit Contract price, when applied to the number of units measured for this item in 2 accordance with Section 1- 10.4(2), shall be full compensation for all labor costs incurred 3 by the Contractor in performing the Work specified for this item in Section 1- 10.4(2). 4 5 "Construction Signs Class A ", per square foot. 6 7 The unit Contract price, when applied to the number of units measured for this item in 8 accordance with Section 1- 10.4(2), shall be full compensation for all costs incurred by 9 the Contractor in performing the Work described in Section 1- 10.3(3)A. In the event that 10 11 "Do Not Pass" and "Pass With Care" signs must be left in place, a change order, as described in Section 1 -04.4, will be required. When the Bid Proposal contains the item 12 "Sign Covering ", then covering those signs indicated in the Contract will be measured 13 and paid according to Section 8 -21. 14 15 "Sequential Arrow Sign ", per hour. 16 17 The unit Contract price, when applied to the number of units measured for this item in 18 accordance with Section 1- 10.4(2), shall be full compensation for all costs incurred by 19 the Contractor in performing the Work described in Section 1- 10.3(3)B. 20 21 "Portable Changeable Message Sign ", per hour. 22 23 The unit Contract price, when applied to the number of units measured for this item in 24 accordance with Section 1- 10.4(2), shall be full compensation for all costs incurred by 25 the Contractor in performing the Work for procuring all portable changeable message 26 27 signs required for the project and for transporting these signs to and from the project. 28 "Transportable Attenuator", per each. 29 30 The unit Contract price, when applied to the number of units measured for this item in 31 accordance with Section 1- 10.4(2), shall be full compensation for all costs incurred by 32 the Contractor in performing the Work described in Section 1- 10.3(3)J except for costs 33 compensated separately under the items "Operation of Transportable Attenuator" and 34 "Repair Transportable Attenuator". 35 36 "Operation of Transportable Attenuator", per hour. 37 38 The unit Contract price, when applied to the number of units measured for this item in 39 accordance with Section 1- 10.4(2), shall be full compensation for all costs incurred by 40 the Contractor in performing the Work for operating transportable attenuators on the 41 project. 42 43 "Repair Transportable Attenuator", by force account. 44 45 All costs of repairing or replacing transportable attenuators that are damaged by the 46 motoring public while in use as shown on an approved Traffic Control Plan will be paid 47 for by force account as specified in Section 1 -09.6. To provide a common Proposal for 48 all Bidders, the Contracting Agency has estimated the amount of force account for 49 "Repair Transportable Attenuator" and has entered the amount in the Proposal to 50 become a part of the total Bid by the Contractor. Transportable attenuators damaged 51 due to the Contractor's operation or damaged in any manner when not in use shall be 52 repaired or replaced by the Contractor at no expense to the Contracting Agency. I AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK Revised: 8!4114 11 1 2 "Other Temporary Traffic Control ", lump sum. :3 Al The lump sum Contract payment shall be full compensation for all costs incurred by the ;i Contractor in performing the Work defined in Section 1 -10, and which costs are not 6 compensated by one of the above - listed items. 13 "Portable Temporary Traffic Control Signal ", lump sum. 9 10 The lump sum Contract payment shall be full compensation for all costs incurred by the 1'I Contractor in performing the Work as described in Section 1- 10.3(3)K, including all 12 costs for traffic control during manual control, adjustment, malfunction, or failure of the 1;3 portable traffic control signals and during replacement of failed or malfunctioning 1'l signals. 15 16 2- 01.AP2 17 Section 2 -01, Clearing, grubbing, and Roadside Cleanup 18 August 4, 2014 1 =) 2- 01.3(1) Clearing 20 In the second paragraph, item number 3 (up until the colon) is revised to read: 22 3. Follow these requirements for all stumps that will be buried deeper than 5 feet from 2:: the top, side, or end surface of the embankment or any structure and are in a 24. location that will not be terraced as described in Section 2- 03.3(14): 2.,', 26 2- 03.AP2 27' Section 2 -03, Roadway Excavation and Embankment 28 August 4, 2014 2S, 2- 03.3(14) Embankment Construction 30 The third paragraph is revised to read: 31 32 Hillside Terraces — The Contractor shall terrace the original ground or embankment 33 when the slope of the surface is 2H:1V or steeper unless otherwise directed by the 34 Engineer. The face of each terrace shall be a minimum of 1 foot and a maximum of 5 35, feet in height and shall be vertical or near vertical as required to remain stable during 36 material placement and compaction. The bench of the terrace shall slope outward to 37 drain and shall not be inclined steeper than 0.05 foot per foot. Terraces damaged 38 during work shall be reestablished. The Engineer may order the Contractor to place 39 gravel backfill, pipe drains or both to drain any seepage. 40 41 2- 03.3(14)L Embankment Widening for Guardrail 42 The first sentence is revised to read: 43 44 Embankments widened for the installation of beam guardrail shall be terraced in 45 accordance with the requirements for hillside terraces in Section 2- 03.3(14). 46 47 The second sentence is deleted. 48 AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK Revised: 8/4/14 1 1-1 11 1 1 3- 04.AP3 2 3 4 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 Section 3 -04, Acceptance of Aggregate August 4, 2014 3 -04.5 Payment In Table 2, the row containing the item "HMA Aggregate" is revised to read: 9- 03.8(2) HMA Aggregate 15 15 Uncompacted Void Content 15 5- 01.AP5 Section 5 -01, Cement Concrete Pavement Rehabilitation August 4, 2014 5 -01.2 Materials The referenced section for the following item is revised to read: Dowel Bars 9 -07.5 5- 01.3(4) Replace Portland Cement Concrete Panel In the third paragraph, the last sentence is deleted. The seventeenth paragraph (beginning with "The Contractor shall place a bond - breaking material... ") is deleted. 5- 02.AP5 Section 5 -02, Bituminous Surface Treatment August 4, 2014 5- 02.3(11) Temporary Raised Pavement Markings This section's title is revised to read: Temporary Pavement Markings The word "raised" is deleted from this section. 5- 04.AP5 Section 5-04, Hot Mix Asphalt August 4, 2014 5- 04.3(7)A3 Commercial Evaluation The second sentence in the first paragraph is revised to read: Mix designs for HMA accepted by commercial evaluation shall be submitted to the Project Engineer on WSDOT Form 350 -042. AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK Revised: 8/4114 2 5- 04.3(10)A General :3 In the first paragraph, "checking" and "cracking" are deleted. .t 15 In the third paragraph, the following new sentence is inserted after the second sentence: 6 ;7 Coverage with a steel wheel roller may precede pneumatic tired rolling. 8 9 In the third paragraph, the following new sentence is inserted before the last sentence: 1U 11 Regardless of mix temperature, a roller shall not be operated in a mode that results in 1 -' checking or cracking of the mat. 1;S 14 5- 04.3(10)61 General 15 In this section, "Project Engineer" is revised to read "Engineer". 16 17 The first paragraph is revised to read: 181 1 �1 HMA mixture accepted by statistical or nonstatistical evaluation that is used in traffic 20 lanes, including lanes for ramps, truck climbing, weaving, and speed change, and 21 having a specified compacted course thickness greater than 0.10 -foot, shall be 22, compacted to a specified level of relative density. The specified level of relative density 2�: uhGll be n Composite Pwy FFrrtnr \( =l Of nn± lecc than n 75 when ev�luNted In 24 accordance with Section 1 -06.2, using a minimum of 91 percent of the maximum 25 density. The percent of maximum density shall be determined by WSDOT FOP for 26 AASHTO T 729 when using the nuclear density gauge and WSDOT SOP 736 when 27 using cores to determine density. The specified level of density attained will be 28 determined by the statistical evaluation of the density of the pavement. 29 30 The following four new paragraphs are inserted after the first paragraph: 31 32 Tests for the determination of the pavement density will be taken in accordance the 33 required procedures for measurement by a nuclear density gauge or roadway cores 34 after completion of the finish rolling. 35 36 If the Contracting Agency uses a nuclear density gauge to determine density the test 37 procedures FOP for WAQTC TM 8 and WSDOT SOP T 729 will be used on the day the 38 mix is placed. 39 40 Roadway cores for density may be obtained by either the Contracting Agency or the 41 Contractor in accordance with WSDOT SOP 734. The core diameter shall be 4- inches 42 unless other approved by the Engineer. Roadway cores will be tested by the 43 Contracting Agency in accordance with WSDOT FOP for AASHTO T 166. 44 45 If the Contract includes the Bid item "Roadway Core" the cores shall be obtained by the 46 Contractor in the presence of the Engineer on the same day the mix is placed and at 47 locations designated by the Engineer. If the Contract does not include the Bid item 48 "Roadway Core" the Contracting Agency will obtain the cores. 49 50 5- 04.3(10)134 Test Results 51 The first paragraph is revised to read: 52 AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK Revised: 814/14 1 1 r r 1 11 1 The results of all compaction acceptance testing and the CPF of the lot after three 2 sublots have been tested will be available to the Contractor through WSDOT's website. 3 Determination of the relative density of the HMA with a nuclear density gauge requires a 4 correlation factor and may require resolution after the correlation factor is known. 5 Acceptance of HMA compaction will be based on the statistical evaluation and CPF so 6 determined. 7 8 In the second paragraph, the first sentence is revised to read: 9 10 For a sublot that has been tested with a nuclear density gauge that did not meet the 11 minimum of 91 percent of the reference maximum density in a compaction lot with a 12 CPF below 1.00 and thus subject to a price reduction or rejection, the Contractor may 13 request that a core be used for determination of the relative density of the sublot. 14 15 In the second sentence of the second paragraph, "moisture- density" is revised to read 16 "density ". 17 18 In the second paragraph, the fourth sentence is deleted. 19 20 5 -04.4 Measurement 21 The following new paragraph is inserted after the first paragraph: 22 23 Roadway cores will be measured per each for the number of cores taken. 24 25 The second to last paragraph is deleted. 26 27 5 -04.5 Payment 28 The bid item "Removing Temporary Pavement Marking ", per linear foot and paragraph 29 following bid item are deleted. 30 31 The following new bid item is inserted before the second to last paragraph: 32 33 "Roadway Core ", per each. 34 35 The Contractor's costs for all other Work associated with the coring (e.g., traffic control) 36 shall be incidental and included within the unit Bid price per each and no additional 37 payments will be made. 38 39 5- 05.AP5 40 Section 5 -05, Cement Concrete Pavement 41 August 4, 2014 42 43 44 45 46 47 48 5- 05.3(1) Concrete Mix Design for Paving The second and third rows of the table in item number 3 are revised to read: Coarse Aggregaate + 30 Pounds - 30 Pounds Fine Aggreg I + 30 Pounds —� - 30 Pounds 5 -05.4 Measurement The fourth paragraph is supplemented with the following new sentence: AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK Revised: 814114 1 Tie bars with drill holes in cement concrete pavement placed under the Contract will not 2 be measured. 3 4 5 -05.5 Payment 0 The paragraph following the Bid item "Tie Bar with Drill Hole ", per each is supplemented with 13 the following new sentence: 7 3 All costs for tie bars with drill holes in cement concrete pavement placed under the !a Contract shall be included in the unit Contract price per cubic yard for "Cement Conc. 11) Pavement ". 1'I u 6- 02.AP6 1:3 Section 6 -02, Concrete Structures 14 August 4, 2014 15 16 1;7 1 F3 1 c� 20 LI 22 2,1 2A 25 26 27 26 Z, 30 31 32' 3? 34 35 36 37' 38 39 40 41 42 43 44 45 46 47 48 49 50 6- 02.3(1) Classification of Structural Concrete In paragraph two, item number 1 is revised to read: Mix design and proportioning specified in Sections 6- 02.3(2), 6- 02.3(2)A and 6- 02.3(2)A1. item number 3 Is renumbered to 4. After the preceding Amendments are applied, the following new numbered item is inserted after item number 2: 3. Temperature and time for placement requirements specified in Section 6- 02.3(4)D. 6- 02.3(2) Proportioning Materials In the third paragraph, the first sentence is revised to read: The use of fly ash is required for Class 4000P concrete, except that ground granulated blast furnace slag may be substituted for fly ash at a 1:1 ratio. In the table titled "Cementitious Requirement for Concrete ", the row beginning with "4000D" is deleted. The fourth paragraph is revised to read: When both ground granulated blast furnace slag and fly ash are included in the concrete mix, the total weight of both these materials is limited to 40 percent by weight of the total cementitious material for concrete class 4000A, and 50 percent by weight of the total cementitious material for all other classes of concrete. 6- 02.3(2)A Contractor Mix Design The first paragraph is revised to read: The Contractor shall provide a mix design in writing to the Engineer for all classes of concrete specified in the Plans except for lean concrete and commercial concrete. No concrete shall be placed until the Engineer has reviewed the mix design. The required average 28 -day compressive strength shall be selected in accordance with ACI 318, AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK Revised: 8/4114 AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK Revised: 814114 1 Chapter 5, Section 5.3.2. ACI 211.1 and ACI 318 shall be used to determine 2 proportions. All proposed concrete mixes except Class 4000D shall meet the 3 requirements in Cementitious Requirement for Concrete in Section 6- 02.3(2). 4 5 In the fourth paragraph, the fourth sentence is deleted. 6 7 In the sixth paragraph, the first sentence is deleted. 8 9 In the seventh paragraph, the last sentence is deleted. . 10 11 The eighth paragraph is revised to read: 12 13 14 Air content for concrete Class 4000D shall conform to Section 6- 02.3(2)A1. For all other concrete, air content shall be a minimum of 4.5 percent and a maximum of 7.5 15 percent for all concrete placed above the finished ground line. 16 17 The following new sub - section is added: 18 19 6- 02.3(2)A1 Contractor Mix Design for Concrete Class 4000D 20 All Class 4000D concrete shall be a project specific performance mix design conforming 21 to the following requirements: 22 23 1. Aggregate shall use combined gradation in accordance with Section 9- 03.1(5) 24 with a nominal maximum aggregate size of 1 -1/2 inches. 25 26 2. Permeability shall be less than 2,000 coulombs at 56 days in accordance with 27 AASHTO T 277. 28 29 30 3. Freeze -thaw durability shall be provided by one of the following methods: a. The concrete shall maintain an air content between 4.5 and 7.5 percent. 31 b. The concrete shall maintain a minimum air content that achieves a 32 durability factor of 90 percent, minimum, after 300 cycles in accordance 33 with AASHTO T 161, Procedure A. This air content shall not be less than 34 3.0 percent. Test samples shall be obtained from concrete batches of a 35 minimum of 3.0 cubic yards. 36 37 4. Scaling shall have a visual rating less than or equal to 2 after 50 cycles in 38 accordance with ASTM C 672. 39 �. 40 5. Shrinkage at 28 days shall be less than 320 micro strain in accordance with 41 AASHTO T 160. 42 43 6. Modulus of elasticity shall be measured in accordance with ASTM C 469. 44 45 46 7. Density shall be measured in accordance with ASTM C 138. 47 The Contractor shall submit the mix design in accordance with Section 6- 02.3(2)A. The 48 submittal shall include test reports for all tests listed above that follow the reporting 49 requirements of the AASHTO/ASTM procedures. Samples for testing may be obtained ■� 50 from either laboratory or concrete plant batches. If concrete plant batches are used, the 51 minimum batch size shall be 3.0 cubic yards. The Contractor shall submit the mix AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK Revised: 814114 1 design to the Engineer at least 30 calendar days prior to the placement of concrete in 2 the bridge deck. 3 4 6- 02.3(4)D Temperature and Time For Placement 5 The first two sentences are revised to read: 6 7 Concrete temperatures shall remain between 55 °F and 90 °F while it is being placed, 8 except that Class 4000D concrete temperatures shall remain between 55 °F and 75 °F 9 during placement. Precast concrete that is heat cured in accordance with Section 6- 10 02.3(25)D shall remain between 50 °F and 90 °F while being placed. 11 12 6a02.3(5)A General 13 The first paragraph is revised to read: 1.4 15 Concrete for the following applications will be accepted based on a Certificate of 16 Compliance to be provided by the supplier as described in Section 6- 02.3(5)B: 17 13 1. Lean concrete. 19 21) 2. Commercial concrete. 21 22 3. Class 4000P concrete for Roadside Steel Sign Support Foundations. �•z 241 4. Class 4000P concrete for Type 11, 111, and CCTV Signal Standard Foundations 25 that are 12' -0" or less in depth. 26 27 5. Class 4000P'concrete for Type IV and V Strain Pole Foundations that are 12' -0" 2£I or less in depth. 29 30 6. Class 4000P concrete for Steel Light Standard Foundations Types A & B. 31 32 The following new sentence is inserted at the beginning of the second paragraph: 3ci 341, Slip -form barrier concrete will be accepted based on conformance to the requirements 35 for temperature, air content and compressive strength at 28 days for sublots as tested 36 and determined by the Contracting Agency. 37 38 6- 02.3(5)H Sampling and Testing for Compressive Strength and Initial Curing 39 The second paragraph is revised to read: 40 41 The Contractor shall provide and maintain a sufficient number of cure boxes in 42 accordance with WSDOT FOP for AASHTO T 23 for curing concrete cylinders. The cure 43 boxes shall be readily accessible and no more than 500 feet from the point of 44 acceptance testing, unless otherwise approved by the Engineer. The Contractor shall 45 also provide, maintain and operate all necessary power sources and connections 46 needed to operate the cure boxes. The cure boxes shall be in -place and functioning at 47 the specified temperature for curing cylinders prior to concrete placement. Concrete 48 cylinders shall be cured in the cure boxes in accordance with WSDOT FOP for 49 AASHTO T 23. The cure boxes shall have working locks and the Contractor shall 50 provide the Engineer with one key to each of the locks. Once concrete cylinders are 51 placed in the cure box, the cure box shall not be disturbed until the cylinders have been AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK Revised: 814/14 1 f r 1 removed. The Contractor shall retain the cure box Temperature Measuring Device log 2 and provide it to the Engineer upon request. 3 4 The following new paragraph is inserted after the last paragraph: 5 6 All cure box costs shall be incidental to the associated item of work. 7 8 6- 02.3(6)A2 Cold Weather Protection 9 The first sentence in the first paragraph is revised to read: 10 11 This Specification applies when the weather forecast on the day of concrete placement 12 predicts air temperatures below 35 °F at any time during the 7 days following placement. 13 14 The first sentence of the second paragraph is revised to read: 15 16 The temperature of the concrete shall be maintained above 50 °F during the entire 17 curing period or 7 days, whichever is greater. 18 19 6- 02.3(10)D Concrete Placement, Finishing, and Texturing 20 This section is supplemented with the following new sub - sections: 21 22 6- 02.3(10)D1 Test Slab Using Bridge Deck Concrete 23 After the Contractor receives the Engineer's approval for the Class 4000D concrete mix 24 design, and a minimum of seven calendar days prior to the first placement of bridge 25 deck concrete, the Contractor shall construct a test slab using concrete of the approved 26 mix design. 27 28 The test slab may be constructed on grade, shall have a minimum thickness of eight - 29 inches, shall have minimum plan dimensions of 10 -feet along all four edges, and shall 30 be square or rectangular. 31 32 During construction of the test slab, the Contractor shall demonstrate concrete sampling 33 and testing, use of the concrete temperature monitoring system, the concrete fogging 34 system, concrete placement system, and the concrete finishing operation. The 35 Contractor shall conduct the demonstration using the same type of equipment to be 36 used for the production bridge decks, except that the Contractor may elect to finish the 37 test slab with a hand - operated strike - board. 38 39 After the construction of the test slab and the demonstration of bridge deck construction 40 operations is complete, the Contractor shall rernove and dispose of the test slab in 41 accordance with Sections 2 -02.3 and 2- 03.3(7)C. 42 43 6- 02.3(10)D2 Preparation for Concrete Placement 44 Before placing bridge approach slab concrete, the subgrade shall be constructed in 45 accordance with Sections 2 -06 and 5- 05.3(6). 46 47 Before any concrete is placed, the finishing machine shall be operated over the entire 48 length of the deck/slab to check screed deflection. Concrete placement may begin only 49 if the Engineer approves after this test. 50 51 Immediately before placing concrete, the Contractor shall check (and adjust if 52 necessary) all falsework and wedges to minimize settlement and deflection from the AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK Revised: 8/4114 1 added mass of the concrete deck/slab. The Contractor shall also install devices, such 2 as telltales, by which the Engineer can readily measure settlement and deflection. :3 4 6- 02.3(10)D3 Concrete Placement 5 The placement operation shall cover the full width of the bridge deck or the full width 6 between construction joints. The Contractor shall locate any construction joint over a 'l beam or web that can support the deck/slab on either side of the joint. The joint shall not 13 occur over a pier unless the Plans permit. Each joint shall be formed vertically and in q true alignment. The Contractor shall not release falsework or wedges supporting bridge 10 deck placement sections on either side of a joint until each side has aged as these 1 'I Specifications require. 1.? 1:3 Placement of concrete for bridge decks and bridge approach slabs shall comply with 14 Section 6- 02.3(6). In placing the concrete, the Contractor shall: 15 16 1. Place it (without segregation) against concrete placed earlier, as near as 1 i' possible to its final position, approximately to grade, and in shallow, closely 118 spaced piles; 19 20 2. Consolidate it around reinforcing steel by using vibrators before strike -off by the 21 finishing machine; 22 �? 3. Not use vihratnrs to move- connn=te- 24. 215 4. Not revibrate any concrete surface areas where workers have stopped prior to 26 screeding; 27 28. 5. Remove any concrete splashed onto reinforcing steel in adjacent segments 29 before concreting them; 30 31 6. Maintain a slight excess of concrete in front of the screed across the entire 32 width of the placement operation; 33 34 7. Operate the finishing machine to create a surface that is true and ready for final 35 finish without overfinishing or bringing excessive amounts of mortar to the 36 surface; and 37 38 8. Leave a thin, even film of mortar on the concrete surface after the last pass of 39 the finishing machine pan. 40 41 Workers shall complete all post screeding operations without walking on the concrete. 42 This may require work bridges spanning the full width of the deck/slab. 43 44 After removing the screed supports, the Contractor shall fill the voids with concrete (not 45 mortar). 46 47 If the surface left by the finishing machine is porous, rough, or has minor irregularities, 48 the Contractor shall float the surface of the concrete. Floating shall leave a smooth and 49 even surface. Float finishing shall be kept to the minimum number of passes necessary 50 to seal the surface. The floats shall be at least 4 -feet long. Each transverse pass of the 51 float shall overlap the previous pass by at least half the length of the float. The first 52 floating shall-be at right angles to the strike -off. The second floating shall be at right AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK Revised: 814/14 i if f 1, t 1 t 111 1 e 1 angles to the centerline of the span. A smooth riding surface shall be maintained across 2 construction joints. 3 4 The edge of completed roadway slabs at expansion joints and compression seals shall 5 have a 3/8 -inch radius. 6 7 After floating, but while the concrete remains plastic, the Contractor shall test the entire 8 deck/slab for flatness (allowing for crown, camber, and vertical curvature). The testing 9 shall be done with a 10 -foot straightedge held on the surface. The straightedge shall be 10 advanced in successive positions parallel to the centerline, moving not more than one 11 half the length of the straightedge each time it advances. This procedure shall be 12 repeated with the straightedge held perpendicular to the centerline. An acceptable 13 surface shall be one free from deviations of more, than 1/8 -inch under the 10 -foot 14 straightedge. 15 16 If the test reveals depressions, the Contractor shall fill them with freshly mixed concrete, 17 strike off, consolidate, and refinish them. High areas shall be cut down and refinished. 18 Retesting and refinishing shall continue until a surface conforming to the requirements 19 specified above is produced. 20 21 6- 02.3(10)D4 Monitoring Bridge Deck Concrete Temperature After Placement 22 The Contractor shall monitor and record the concrete temperature and ambient 23 temperature hourly for seven calendar days after placement. The Contractor shall 24 monitor and record concrete temperature by placing two maturity meter temperature 25 monitoring devices in the bridge deck at locations specified by the Engineer. The 26 Contractor shall monitor ambient temperature using maturity meters near the locations 27 where concrete temperature is being monitored. When the bridge deck is being 28 enclosed and heated to meet cold weather requirements, ambient temperature readings 29 shall be taken within the enclosure. The Contractor shall submit the concrete 30 temperature and ambient temperature data to the Engineer in spreadsheet format within 31 14 calendar days from placing the bridge deck concrete. 32 33 The Contractor shall submit the type and model of maturity meter temperature 34 monitoring device, and the associated devices responsible for recording and 35 documenting the temperature and curing time, to the Engineer at least 14 calendar days 36 prior to the pre- concreting conference for the first bridge deck to be cast. The 37 placement and operation of the temperature monitoring devices and associated devices 38 will be an agenda item at the pre- concreting conference for the first bridge deck to be 39 cast. 40 41 6- 02.3(10)D5 Bridge Deck Concrete Finishing and Texturing 42 Except as otherwise specified for portions of bridge decks receiving an overlay or 43 sidewalk under the same Contract, the Contractor shall texture the surface of the bridge 44 deck as follows: 45 46 The Contractor shall texture the bridge deck. using diamond tipped saw blades 47 mounted on a power driven, self - propelled machine that is designed to texture 48 concrete surfaces. The grooving equipment: shall provide grooves that are 1/8" t 49 1/64" wide, 3/16" t 1/16" deep, and spaced at 3/4" t 1/8 ". The bridge deck shall 50 not be textured with a metal tined comb. 51 AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK Revised: 8/4/14 1 The Contractor shall submit the type of grooving equipment to be used to the 2 Engineer for approval 30 calendar days prior to performing the work. The 3 Contractor shall demonstrate that the method and equipment for texturing the 4 bridge deck will not chip, spall or otherwise damage the deck. The Contractor shall 5 not begin texturing the bridge deck until receiving the Engineer's approval of the 6 Contractor's method and equipment. 7 8 Unless otherwise approved by the Engineer, the Contractor shall texture the 9 concrete bridge deck surface either in a longitudinal direction, parallel with 10 centerline or in a transverse direction, perpendicular with centerline. The 11 Contractor shall texture the bridge deck surface to within 3- inches minimum and 12 15- inches maximum of the edge of concrete at expansion joints, within 1 -foot 13 minimum and 2 -feet maximum of the curb line, and within 3- inches minimum and 9- 14 inches maximum of the perimeter of bridge drain assemblies. 15 113 The Contractor shall contain and collect all concrete dust and debris generated by 17 the bridge deck texturing process, and shall dispose of the collected concrete dust 13 and debris in accordance with Section 2- 03.3(7)C. 19 2+) If the Plans call for placement of a sidewalk or an HMA or concrete overlay on the 21 bridge deck, the Contractor shall produce the final finish of these areas by dragging a 22 strip of damp, seamless burlap lengthwise over the bridge deck or by brooming it lightly. 2 :3 Approximately 3 -feet of the drag shall contact the surface, with the least possible bow in 24 its leading edge. It shall be kept wet and free of hardened lumps of concrete. When the 2:5 burlap drag fails to produce the required finish, the Contractor shall replace it. When not 26 in use, it shall be lifted clear of the bridge deck. 27 28 After the bridge deck has cured, the surface shall conform to the surface smoothness 29 requirements specified in Section 6- 02.3(10)D3. 30 31 The surface texture on any area repaired to address out -of- tolerance surface 32 smoothness shall match closely that of the surrounding bridge deck area at the 3;3 completion of the repair. Methods used to remove high spots shall cut through the 34 mortar and aggregate without breaking or dislodging the aggregate or causing spalls. 35 36 6- 02.3(10)D6 Bridge Approach Slab Finishing and Texturing 37 Bridge approach slabs shall be textured either in accordance with Section 6- 02.3(10)D5, 38 or using metal tined combs in the transverse direction, except bridge approach slabs 39 receiving an overlay in the same Contract shall be finished as specified in Section 6- 49 02.3(10)D5 only. 41 42. The comb shall be made of a single row of metal tines. It shall leave striations in the 4:S fresh concrete approximately 3/16 -inch deep by 1/8 -inch wide and spaced 44• approximately 1/2 -inch apart. The Engineer will decide actual depths at the site. If the 45 comb has not been approved, the Contractor shall obtain the Engineer's approval by 46 demonstrating it on a test section. The Contractor may operate the combs manually or 47' mechanically, either singly or with several placed end to end. The timing and method 48 used shall produce the required texture without displacing larger particles of aggregate. 45i 50 Texturing shall end 2 -feet from curb lines. This 2 -foot untextured strip shall be hand 51 finished with a steel trowel. 52: AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK Revised: 8/4114 �j 1 J 1 N 1i 11 1 2 3 5 6 7 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 Surface smoothness, high spots, and low spots shall be addressed as specified in Section 6- 02.3(10)D5. The surface texture on any area cut down or built up shall match closely that of the surrounding bridge approach slab area. The entire bridge approach slab shall provide a smooth riding surface. 6- 02.3(11) Curing Concrete Items number 1 through 4 are deleted and replaced with the following 5 new numbered items: 1. Bridge sidewalks, roofs of cut and cover tunnels — curing compound covered by white, reflective type sheeting or continuous wet curing. Curing by either method shall be for at least 10 days. 2. Bridge decks — See Section 6- 02.3(11)B. 3. Bridge approach slabs (Class 4000A concrete) - 2 coats of curing compound and continuous wet cure for at least 10 -days. 4. Concrete barriers and rail bases – See Section 6- 02.3(11)A. 5. All other concrete surfaces — continuous wet cure for at least three days. In the second paragraph, the first sentence is replaced with the following three new sentences: During the continuous wet cure, the Contractor shall keep all exposed concrete surfaces saturated with water. Formed concrete surfaces shall be kept in a continuous wet cure by leaving the forms in place. If forms are removed during the continuous wet cure period, the Contractor shall treat the concrete as an exposed concrete surface. The third paragraph is revised to read: When curing Class 4000A, two coats of curing compound that complies with Section 9- 23.2 shall be applied immediately (not to exceed 15 min.) after tining any portion of the bridge approach slab. The continuous wet cure shall be established as soon as the concrete has set enough to allow covering without damaging the finish. In the fifth paragraph, the first sentence is revised to tread: If the Plans call for an asphalt overlay on the bridge approach slab, the Contractor shall use the clear curing compound (Type 1, Class B), applying at least 1 gallon per 150 square feet to the concrete surface. The eighth paragraph is deleted. 6- 02.3(11)B Curing Bridge Decks This new section is supplemented with the following new sub - sections: 6- 02.3(11)B1 Equipment The Contractor shall maintain a wet sheen, without developing pooling or sheeting water, using a fogging apparatus consisting of pressure washers with a minimum nozzle output of 1,500 psi, or other means approved by the Engineer. AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK Revised: 814/14 1 1 2 The Contractor shall submit a bridge deck curing plan to the Engineer a minimum 14 3 calendar days prior to the pre- concreting conference. The Contractor's plan shall 4 describe the sequence and timing that will be used to fog the bridge deck, apply pre - 5 I soaked burlap, install soaker hoses and cover the deck with white reflective sheeting. '7 6- 02.3(11)B2 Curing �3 The fogging apparatus shall be in place and charged for fogging prior to beginning a concrete placement for the bridge deck. 11 The Contractor shall presoak all burlap to be used to cover the deck during curing. 1 :? 1 :3 Immediately after the finishing machine passes over finished concrete, the Contractor ' 14 shall implement the following tasks: 16 1. The Contractor shall fog the bridge deck while maintaining a wet sheen without 17 developing pooling or sheeting water. �. 18 19 2. The Contractor shall apply the presoaked burlap to the top surface to fully cover 20 the deck without damaging the finish, other than minor marring of the concrete 21 surface. The Contractor shall not apply curing compound. 22 2 ! 3 The (nntrarrtnr chill nnntini s to k- on the ht iirinn wit by fnn cnravinn 1 intil the 24 burlap is covered by soaker hoses and white reflective sheeting. The 25 Contractor shall place the soaker hoses and whiter reflective sheeting after the 26 concrete has achieved initial set. The Contractor shall charge the soaker hoses 27 frequently so as to keep the burlap covering the entire deck wet during the 26 course of curing. 29 30 As an alternative to tasks 2 and 3 above, the Contractor may propose a curing system 31 using proprietary curing blankets specifically manufactured for bridge deck curing. 32. 33, Details of the proprietary curing blanket system, including product literature and details of how the system is to be installed and maintained, be to ' shall submitted the Engineer 34 for approval. 35 36 The wet curing regime as described shall remain in place for at least 14 consecutive 37 calendar days. 38 39 6- 02.3(12)A Construction Joints in New Construction 40 The third paragraph is deleted and replaced with the following three new paragraphs: 41 42 If the Plans require a roughened surface on the joint, the Contractor shall strike it off to 43 leave grooves at right angles to the length of the member. Grooves shall be installed 44 using one of the following options: 45 '46 1. Grooves shall be' /2 to 1 inch wide, %4 to Y2 inch deep, and spaced equally at 47 twice the width of the groove. Grooves shall terminate approximately 1 1/2- 48 49 inches from the face of concrete. 50 2. Grooves shall be 1 to 2 inches wide, a minimum of Y2 -inch deep, and spaced a 51 52 maximum of three times the width of the groove. Grooves shall terminate approximately 1 '/2- inches from the face of concrete. AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK Revised: 814/14 C� 1 2 3 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 If the Engineer approves, the Contractor may use; an alternate method to produce a roughened surface on the joint, provided that such an alternate method leaves a roughened surface of at least a % inch amplitude::. If the first strike -off does not produce the required roughness, the Contractor shall repeat the process before the concrete reaches initial set. The final surface shall be clean and without laitance or loose material. 6- 02.3(15) Date Numerals The third sentence in the first paragraph is revised to read: When an existing Structure is widened or when traffic barrier is placed on an existing Structure, the date shall be for the year in which the original Structure was completed. 6- 02.3(16) Plans for Falsework and Formwork This section is revised to read: The Contractor shall submit all plans for falsework and formwork as Type 2E Working Drawings. Submittal is not required for footing or retaining wall formwork if the wall is 4 feet or less in height (excluding pedestal height). The design of falsework and formwork shall be based on: 1. Applied loads and conditions which are no less severe than those described in Section 6- 02.3(17)A, Design Loads; 2. Allowable stresses and deflections which are no greater than those described in Section 6- 02.3(17)6, Allowable Stresses and Deflections; 3. Special loads and requirements no less severe than those described in Section 6- 02.3(17)C, Falsework and Formwork at Special Locations; 4. Conditions required by other Sections of 6- 02.3(17), Falsework and Formwork. The falsework and formwork plans shall be scaler drawings showing the details of proposed construction, including: sizes and properties of all members and components; spacing of bents, posts, studs, wales, stringers, wedges and bracing; rates of concrete placement, placement sequence, direction of placement, and location of construction joints; identification of falsework devices and safe working loads as well as identification of any bolts or threaded rods used with the devices including their diameter, length, type, grade, and required torque. The falsework ,plans shall show the proximity of falsework to utilities or any nearby Structures including underground Structures. Formwork accessories shall be identified according to Section 6- 02.3(17)H, Formwork Accessories. All assumptions, dimensions, material properties, and other data used in making the structural analysis shall be noted on -the drawing. The Contractor shall furnish associated design calculations to the Engineer as part of the submittal. The design calculations shall show the stresses and deflections in load supporting members. Construction details which may be shown in the form of sketches on the calculation sheets shall be shown in the falsework or formwork drawings as well. Falsework or formwork plans will be rejected in eases where it is necessary to refer to AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK Revised: 8/4/14 1 the calculation sheets for information needed for complete understanding of the 2 falsework and formwork plans or how to construct the falsework and formwork. .3 11 Each sheet of falsework and formwork plans shall carry the following: 5 (3 1. The initials and dates of all participating design professionals. '.7 13 2. Clear notation of all revisions including identification of who authorized the 9 revision, who made the revision, and the date of the revision. 1O 1'I 3. The Contract number, Contract title, and sequential sheet number. These shall 1:? also be on any related documents. 1:3 14 4. Identify where the falsework and formwork plan will be utilized by referencing 15 Contract Plan sheet number and related item or detail. 16 ill 6- 02.3(16)A Nonpreapproved Falsework and Formwork Plans 18 This section, including title, is deleted in its entirety and replaced with the following: 19 20 6- 02.3(16)A Vacant 21 22 6- 02.3(16)B Preapproved Formwork Plans ) je4V1, including La 1111 UIUI LILIG, Ij 1eV1QWU LU 1=0U. 24 25 6- 02.3(16)B Pre - Contract Review of Falsework and Formwork Plans 26 The Contractor may request pre- contract review of formwork plans for abutments, 27 wingwalls, diaphragms, retaining walls, columns, girders and beams, box culverts, 28 railings, and bulkheads. Plans for falsework supporting the bridge deck for interior 2E) spans between precast prestressed concrete girders may also be submitted for pre - 30 contract review. 31 32, To obtain pre- contract review, the Contractor shall electronically submit drawings and 3"' design calculations in PDF format directly to: 34. 35 BridgeConstructionSupport@wsdot.wa.gov 36 37' The Bridge and Structures Office, Construction Support Engineer will return the 38 falsework or formwork plan to the Contractor with review notes, an effective date of 3S review, and any revisions needed prior to use. For each contract on which the pre - 40 reviewed falsework or formwork plans will be used, the Contractor shall submit a copy 41 to the Engineer. Construction shall not begin until the Engineer has given concurrence. 42 43 If the falsework or formwork being constructed has any deviations to the preapproved 44 falsework or formwork plan, the Contractor shall submit plan revisions for review and 45 approval in accordance with Section 6- 02.3(16). 46 47 6- 02.3(17)A Design Loads 48 The fifth paragraph is revised to read: 49 50 Live loads shall consist of a minimum uniform load of not less than 25 psf, applied over 51 the entire falsework plan area, plus the greater of: 52 AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK Revised: 8/4/14 L 1 fl Li k 1 1. Actual weights of the deck finishing equipment applied at the rails, or; 2 3 2. A minimum load of 75 pounds per linear foot applied at the edge of the bridge 4 deck. 5 6 6- 02.3(17)J Face Lumber, Studs, Wales, and Metal Forms 7 The second to last paragraph is deleted. 8 9 6- 02.3(17)0 Early Concrete Test Cylinder Breaks 10 The third paragraph is revised to read: 11 12 The cylinders shall be cured in the field in accordance with WSDOT FOP for AASHTO T 13 23 Section 10.2 Field Curing. 14 15 6- 02.3(20) Grout for Anchor Bolts and Bridge Bearings 16 The first five paragraphs are deleted and replaced with the following two new paragraphs: 17 18 Grout shall conform to Section 9- 20.3(2) for anchor bolts and for bearing assemblies 19 with bearing plates. Grout shall conform to Section 9- 20.3(3) for elastomeric bearing 20 pads and,fabric pad bearings without bearing plates. 21 22 Grout shall be a workable mix with a viscosity that is suitable for the intended 23 application. The Contractor shall receive approval from the Engineer before using the 24 grout. 25 26 6- 02.3(26)F Prestressing Reinforcement 27 The last sentence in the fourth paragraph is revised to read: 28 29 If the prestressing reinforcement will not be stressed and grouted for more than 7 30 calendar days after it is placed in the ducts, the Contractor shall place an approved 31 corrosion inhibitor conforming to Federal Specification MIL- 1- 22110C in the ducts. 32 33 6 -02.5 Payment 34 In the paragraph following the bid item "Commercial Concrete ", per cubic yard the second 35 sentence is revised to read: 36 37 All costs in connection with concrete curing, and furnishing and applying pigmented 38 sealer to concrete surfaces as specified, shall be included in the unit contract price per 39 cubic yard for "Conc. Class " 40 41 The following new paragraph is inserted after the bid item "Superstructure (name bridge) ", 42 lump sum: 43 44 All costs in connection with constructing, finishing and removing the bridge deck test 45 slab as specified in Section 6- 02.3(10)D1 shall be included in the lump sum Contract 46 price for "Superstructure_" or "Bridge Deck " for one bridge in each project, as 47 applicable. 48 49 The bid item "Cure Box ", lump sum and paragraph following bid item are deleted. 50 AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK Revised: 8/4114 6- 03.AP6 2 Section 6 -03, Steel Structures 3 August 4, 2014 .4 6- 03.3(25)A3 Ultrasonic Inspection 5 The following new paragraph is inserted before the last paragraph: �g '7 A minimum of 30 percent of complete penetration vertical welds on steel column jackets 3 thicker than 5/16 -inch, within 1.50 column jacket diameter of the top and bottom of each 'a column, shall be inspected. If any rejectable flaws are found, 100 percent of the weld 1 J within the specified limits shall be inspected. The largest column cross section diameter 11 for tapered column jackets shall constitute one column jacket diameter. 1 :? 1 :3 6- 03.3(25)A4 Magnetic Particle Inspection 14 Items number 3 and 4 are revised to read: 15 16 3. Complete penetration groove welds on plates %s -inch or thinner (excluding steel 17 column jackets) shall be 100 percent tested by the magnetic particle method. 113 Testing shall apply to both sides of the weld, if backing plate is not used. The ends 19 of each complete penetration groove weld at plate edges shall be tested by the 20 magnetic particle method. LI /1,1 22 4. A minimum of 30 percent of complete penetration vertical welds on steel column 213 jackets 5 /,s -inch or thinner, within 1.50 column jacket diameters of the top and 24 bottom of each column, shall be magnetic particle inspected. The largest column 2:i cross section diameter for tapered column jackets shall constitute one column jacket 26 diameter. /' 28 The last paragraph is supplemented with the following new sentence: 29 30 If any rejectable flaws are found in any test length of item 4 above, 100 percent of the 31 weld within the specified limits shall be inspected. 32 3:; 6- 03.3(29) Welded Shear Connectors 34• This section's content is deleted and replaced with the following: 35 3E Installation, production control, and inspection of welded shear connectors shall 37' conform to Chapter 7 of the AASHTO /AWS D1.51VI/D1.5:2010 Bridge Welding Code. If 36 welded shear connectors are installed in the shop, installation shall be completed prior K to applying the shop primer coat in accordance with Section 6- 07.3(9)G. If welded shear 40 connectors are installed in the field to a surface prepared in accordance with Section 6- 41 07.3(9)G, no further surface preparation is necessary provided the shear connectors 42 pass the production control testing required by Chapter 7 of the AASHTO /AWS 43, D1.5M /D 1.5:2010 Bridge Welding Code. 44 AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK Revised: 8/4114 7 I� 6- 05.AP6 2 Section 6 -05, Piling 3 March 3, 2014 4 6- 05.3(4) Manufacture of Steel Casings for Cast -In -Place Concrete Piles 5 This section is revised to read: 6 7 The diameter of steel casings shall be as specified in the Contract. A full - penetration 8 groove weld between welded edges is required. 9 10 6- 05.3(5) Manufacture of Steel Piles 11 This section is revised to read: 12 13 Steel piles shall be made of rolled steel H -pile sections, steel pipe piles, or of other 14 structural steel sections described in the Contract. A full - penetration groove weld 15 between welded edges is required. 16 17 6- 05.3(6) Splicing Steel Casings and Steel Piles 18 This section is revised to read: 19 20 The Engineer will normally permit steel piles and steel casings for cast -in -place 21 concrete piles to be spliced. But in each case, the Contractor shall obtain approval on 22 the need and the method for splicing. Welded splices shall be spaced at a minimum 23 distance of 10 feet. Only welded splices will be permitted. 24 25 Splice welds for steel piles shall comply with Section 6- 03.3(25) and AWS D1.1/D1.1M, 26 latest edition, Structural Welding Code. Splicing of steel piles shall be performed in 27 accordance with an approved weld procedure. The Contractor shall submit a weld 28 procedure to the Engineer for approval prior to welding. For ASTM A 252 material, mill 29 certification for each lot of pipe to be welded shall accompany the submittal. The ends 30 of all steel pipe piling shall meet the fit -up requirements of AWS D1.1/1D1.1M, latest 31 edition, Structural Welding Code Section 5.22.3.1, "Girth Weld Alignment (Tubular)," 32 when the material is spliced utilizing a girth weld. 33 34 Splice welds of steel casings for cast -in -place concrete piles shall be the Contractor's 35 responsibility and shall be welded in accordance with AWS D1.1/D1.1 M, latest edition, 36 Structural Welding Code. A weld procedure submittal is not required for steel casings 37 used for cast -in -place concrete piles. Casings that collapse or are not watertight, shall 38 be replaced at the Contractor's expense. 39 40 6- 07.AP6 41 Section 6 -07, Painting 42 January 6, 2014 43 6- 07.3(10)E Surface Preparation — Full Paint Removal 44 This section is revised to read: 45 46 For structures where full removal of existing paint is specified, the Contractor shall 47 remove any visible oil, grease, and road tar in accordance with SSPC -SP 1. AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK Revised: 8/4114 1 1 ;Z Following preparation by SSPC -SP 1, all steel surfaces to be painted shall be prepared 3 in accordance with SSPC -SP 10, near -white metal blast cleaning. Surfaces inaccessible 14 to near -white metal blast cleaning shall be prepared in accordance with SSPC -SP 11, 5 power tool cleaning to bare metal, as allowed by the Engineer. �� 7 6-1 4.APs 3 Section 6 -14, Geosynthetic Retaining Walls 9 April 7, 2014 ' 10 6 -14.2 Materials 11 In the first paragraph, the section number next to "Anchor rods and associated nuts, washers , 12 and couplers" is revised to read: 1;3 14 9- 06.5(4) I 1 %i 16 The following new paragraph is inserted after the first paragraph: 1 fl Anchor plate shall conform to ASTM A 36, ASTM A 572 Grade 50, or ASTM A 588. 151 20 8- 01.AP8 21 Section 8 -01, Erosion Control and Water Pollution Control 22: August 4, 2014 ■ 22; 8 -01.2 Materials 24 This section is supplemented with the following new paragraph: 25 26 For all seed the Contractor shall furnish the Engineer with the following documentation: 27 28 1. The state or provincial seed dealer license and endorsements. 29 30 2. Copies of Washington State Department of Agriculture (WSDA) test results on 31 each lot of seed. Test results must be within six months prior to the date of 32 application. 33 34 8- 01.3(1)A Submittals 35 The first sentence in the second paragraph is revised to read: 36 37 Modified TESC Plans shall meet all requirements of the current edition of the WSDOT 38 Temporary Erosion and Sediment Control Manual M 3109. 39 40 8- 01.3(2)A Preparation for Application 41 This section's content is deleted and replaced with the following two new subsections: 42 43 8- 01.3(2)A1 Seeding 44 Areas to be cultivated are shown in the Plans or specified in the Special Provisions. The 45 areas shall be cultivated to the depths specified to provide a reasonably firm but friable 46 seedbed. Cultivation shall take place no sooner than 2 weeks prior to seeding. 47 AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK Revised: 8/4/14 t 1 1 l 1 1 All areas to be seeded, including excavated slopes shall be compacted and prepared 2 unless otherwise specified or ordered by the Engineer. A cleated roller, crawler tractor, 3 or similar equipment that forms longitudinal depressions at least 2 inches deep shall be 4 used for compaction and preparation of the surface to be seeded. 5 6 The entire area shall be uniformly covered with longitudinal depressions formed 7 perpendicular to the natural flow of water on the slope. The soil shall be conditioned 8 with sufficient water so the longitudinal depressions remain in the soil surface until 9 completion of the seeding. 10 11 Prior to seeding, the finished grade of the soil shall be 1 inch below the top of all curbs, 12 junction and valve boxes, walks, driveways, and other Structures. The soil shall be in a 13 weed free and bare condition. 14 15 All bags of seed shall be brought to the site in sealed bags and shall have seed labels 16 attached showing the seed meets the Specifications. Seed which has become wet, 17 moldy, or otherwise damaged in transit or storage will not be accepted. 18 19 8- 01.3(2)A2 Temporary Seeding 20 A cleated roller, crawler tractor, or similar equipment that forms longitudinal depressions 21 at least 2 inches deep shall be used for compaction and preparation of the surface to be 22 seeded. The entire area shall be uniformly covered with longitudinal depressions formed 23 perpendicular to the natural flow of water on the :slope. The soil shall be conditioned 24 with sufficient water so the longitudinal depressions remain in the soil surface until 25 completion of the seeding. 26 27 8- 01.3(2)B Seeding and Fertilizing 28 In the list in the second paragraph, item numbers 1 -5 are revised to read: 29 30 1. A hydro seeder that utilizes water as the carrying agent, and maintains continuous 31 agitation through paddle blades. It shall have an operating capacity sufficient to 32 agitate, suspend, and mix into a homogeneous slurry the specified amount of seed 33 and water or other material. Distribution and discharge lines shall be large enough to 34 prevent stoppage and shall be equipped with a set of hydraulic discharge spray 35 nozzles that will provide a uniform distribution of the slurry. 36 37 2. Blower equipment with an adjustable disseminating device capable of maintaining -a 38 constant, measured rate of material discharge that will ensure an even distribution of 39 seed at the rates specified. 40 41 3. Helicopters properly equipped for aerial seeding. 42 43 4. Power -drawn drills or seeders. 44 45 5. Areas in which the above methods are impractical may be seeded by hand 46 methods. 47 48 8- 01.3(2)C Liming 49 This section including title is deleted in its entirety and replaced with the following: 50 AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK Revised: 8/4/14 8- 01.3(2)C Vacant I 3 8- 01.3(2)D Mulching 4 The first sentence of the second paragraph is revised to read: ' 5 13 Distribution of straw mulch material shall be by means that utilizes forced air to blow 7 mulch material on seeded areas. ' 3 9 8 -01.4 Measurement 1 ) In the twelfth paragraph, "liming" is deleted. 11 1 :2 1:3 8 -01.5 Payment The bid item "Liming ", per acre is deleted. , 1l1 15 8- 02.AP8 16 Section 8 -02, Roadside Restoration 1'7 August 4, 2014 , 13 8- 02.3(1) Responsibility During Construction 11) The last sentence of the second paragraph is revised to read: 2() 21 This Work shall include keeping the planted and seeded areas free from insect 22 infestation, weeds or unwanted vegetation, litter, and other debris along with retaining 23 the finished grades and mulch in a neat uniform condition. let ' 25 8- 02.3(2) Roadside Work Plan 26 This section's title is revised to read: 217 28 Work Plans 243 30 This section's content is deleted in its entirety and replaced with the following new 31 subsections: 32 3 8- 02.3(2)A Roadside Work Plan 311 Before starting any Work that disturbs the earth and as described in Sections 8 -01, 8 -02 315 and 8 -03, the Contractor shall submit a roadside work plan. The roadside work plan 36 shall be submitted as a Type 1 Working Drawing and shall define the Work necessary to ' 3i' provide all Contract requirements, including: wetland excavation, soil preparation, 38 habitat structure placement, planting area preparation, seeding area preparation, bark 39 mulch and compost placement, seeding, planting, plant replacement, irrigation, and 40 weed control in narrative form. ' 41 42 The Roadside Work Plan shall also include a copy of the approved progress schedule. 4:l ' 44 8- 02.3(2)B Weed and Pest Control Plan 45 The Weed and Pest Control Plan shall be submitted as a Type 1 Working Drawing. The 4E; weed and pest control plan shall include scheduling and methods of all control , 4i measures required under the Contract or proposed by the Contractor including soil 48 preparation methods to meet the required soil surface conditions in the planting, bark 49 mulch, and wetland areas. The weed control plan shall show general weed control ' 50 including hand, mechanical and chemical methods, timing, application of herbicides AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK Revised: 814/14 , t 1 u I 1 including type, rate, use and timing, mowing, and noxious weed control. Target weeds 2 and unwanted vegetation to be removed shall be identified and listed in the weed 3 control plan. 4 5 The plan shall be prepared and signed by a licensed Commercial Pest Control Operator 6 or Consultant when chemical pesticides are proposed. The plan shall include methods 7 of weed control; dates of weed control operations; and the name, application rate, and 8 Material Safety Data Sheets of all proposed herbicides. In addition, the Contractor shall 9 furnish the Engineer with a copy of the current product label for each pesticide and 10 spray adjuvant to be used. These product labels shall be submitted with the weed 11 control plan for approval. 12 13 8- 02.3(2)C Plant Establishment Plan 14 The Plant Establishment Plan shall be prepared in accordance with the requirements of 15 Section 8- 02.3(13) and submitted as a Type 1 Working Drawing. The Plan shall show 16 the proposed scheduling of activities, materials, equipment to be utilized for the first - 17 year plant establishment, and an emergency contact person. The Plan shall include the 18 management of the irrigation system, when applicable. Should the plan become 19 unworkable at any time during the first -year plant establishment, the Contractor shall 20 submit a revised plan prior to proceeding with further Work. 21 22 8- 02.3(3) Weed and Pest Control 23 This section is supplemented with the following new paragraph: 24 25 Grass, including grass applied in accordance with Section 8 -01, growing within the 26 mulch ring of a plant shall be considered a weed and be controlled on the project in 27 accordance with the weed and pest control plan. 28 29 8- 02.3(4) Topsoil 30 The last sentence of the first paragraph is revised to read: 31 32 After the topsoil has been spread, all large clods, hard lumps, and rocks 2 inches in 33 diameter and larger, and litter shall be raked up, removed, and disposed of by the 34 Contractor. 35 36 The following new paragraph is inserted after the first paragraph: 37 38 Topsoil stockpiled for project use shall be protected to prevent erosion and weed 39 growth. Weed growth on topsoil stockpile sites shall be immediately eliminated in 40 accordance with the approved Weed and Pest Control Plan. 41 42 8- 02.3(4)C Topsoil Type C 43 The last sentence is revised to read: 44 45 Topsoil Type C shall meet the requirements of Sections 8- 02.3(4), 8- 02.3(4)B, and 9- 46 14.1(3). 47 48 8- 02.3(13) Plant Establishment 49 The first sentence of the second paragraph is deleted. 50 51 The second paragraph is supplemented with the following new sentence: 52 AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK Revised: 8/4114 1 The 1 calendar year shall be extended an amount equal to any periods where the ' 2 Contractor does not comply with the plant establishment plan. 3 4 The first sentence of the fourth paragraph is revised to read: 5 6 7 During the first year of plant establishment under PSIPE (Plant Selection Including Plant Establishment), the Contractor shall meet monthly with the Engineer for the purpose of ' 8 joint inspection of the planting material on a mutually agreed upon schedule. 9 10 8 -02.5 Payment , 11 The paragraph following the bid item "Topsoil Type ", per acre is revised to read: 12 13 The unit Contract price per acre for "Topsoil Type " shall be full payment for all 14 costs for the specified Work. 15 16 The bid item "Plant Establishment - Year" is deleted. ' 17 18 8- O4.AP8 ' 19 Section 8 -04, Curbs, Gutters, and Spillways 20 August 4, 2014 21 8- 04.3("1) Cement Concrete Curbs, Gutters, and Spillways 2;2 The first sentence in the fourth paragraph is revised to read: 2,3 24 Expansion joints in the curb or curb and gutter shall be spaced as shown in the Plans, 25 and placed at the beginning and ends of curb returns, drainage Structures, bridges, and 213 cold joints with existing curbs and gutters. 27 213 In the third sentence of the fourth paragraph, " %- inch" is revised to read "%- inch ". 29 31) 8- O4.3(1)A Extruded Cement Concrete Curb 31 The second sentence in the second paragraph is revised to read: 3 :2 3 :3 Cement concrete curbs shall be anchored to the existing pavement by placing steel 34 reinforcing bars 1 foot on each side of every joint. 315 36 The third paragraph is revised to read: 3;7 313 Steel reinforcing bars shall meet the dimensions shown in the Standard Plans. 39 40 8- O9.AP8 4.1 Section 8-09, Raised Pavement Markers 42 April 7, 2014 43 8- 09.3(6) Recessed Pavement Marker 44 The following sentence is inserted after the first sentence of the first paragraph: 45 46 The Contractor shall ensure that grinding of the pavement does not result in any 4', 1 damage, (e.g. chipping, spalling or raveling) to the pavement to remain. AMENDMENTS To THE 2014 STANDARD SPECIFICATIONS BOOK Revised: 814114 1 11 1 fl 2 8- 11.AP8 3 Section 8 -11, Guardrail 4 April 7, 2014 5 8- 11.3(1) Beam Guardrail 6 7 After the below Amendments to 8- 11.3(1)F and 8- 11.3(1)G are applied, this section is 8 supplemented with the following new sub - section: 9 10 8- 11.3(1)F Removing and Resetting Beam Guardrail 11 The Contractor shall remove and reset existing guardrail posts, rail element, hardware 12 and blocks to the location shown in the Plans. The mounting height of reset rail element 13 shall be at the height shown in the Plans. The void caused by the removal of the post 14 shall be back-filled and compacted. 15 16 The Contractor shall remove and replace any existing guardrail posts and blocks that 17 are not suited for re -use, as staked by the Engineer. The void caused by the removal of 18 the post shall be backfilled and compacted. The Contractor shall then furnish and install 19 a new guardrail post to provide the necessary mounting height. 20 21 8- 11.3(1)A Erection of Posts 22 The second paragraph in this section is deleted. 23 24 8- 11.3(1)C Terminal and Anchor Installation 25 The last sentence in the last paragraph is deleted. 26 27 8- 11.3(1)F Plans 28 This section number is revised to: 29 30 8- 11.3(1)G 31 32 8- 11.3(1)G Guardrail Construction Exposed to Traffic 33 This section number is revised to: 34 35 8- 11.3(1)H 36 37 8- 18.AP8 38 Section 8 -18, Mailbox Support 39 August 4, 2014 40 8- 18.3(1) Type 3 Mailbox Support 41 In the third paragraph, the first sentence is revised to read: 42 43 With the Engineer's consent, a Type 3 Mailbox Support design, made of steel or other 44 durable material, that meets the NCHRP 350 or the Manual for Assessing Safety 45 Hardware (MASH) crash test criteria may be used in place of the design shown in the 46 Standard Plans. 47 AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK Revised: 8/4/14 8- 20.AP8 2 Section 8 -20, Illumination, Traffic Signal Systems, Intelligent Transportation 3 Systems, and Electrical 4 August 4, 2014 5 8- 20.2(1) Equipment List and Drawings (3 The fifth paragraph is revised to read: ,7 ;3 The Contractor will not be required to submit shop drawings for approval for light 3 standards and traffic signal standards conforming to the preapproved plans listed in the 10 Special Provisions. The Contractor may use preapproved plans posted on the WSDOT 11 website with a more current revision date than published in the Special Provisions. 1;2 1.3 8- 20.3(8) Wiring 1.1 The Sernntl centenrca in thn =hzwznth nnrnnrnnh is rcviScri to ronrl- 11- 1 ..Z1. -r... 1.5 113 Every conductor at every wire termination, connector, or device shall have an approved 17 wire marking sleeve bearing, as its legend, the circuit number indicated in the Contract. 113 19 8- 20.3(13)A Light Standards 21) In the third paragraph, the last sentence of item number 1 is revised to read: 21 22 Conduit shall extend a maximum of 1 inch above the top of the foundation, including 23 grounding end bushing or end bell bushing. 24 25 In the fourth paragraph, the second sentence of item number 1 is revised to read: 26 27 Conduits shall be cut to a maximum height of 2 inches above the foundation including 28 grounding end bushing or end bell bushing. 29 30 8- 23.AP8 31 Section 8 -23, Temporary Pavement Markings 32 April 14, 2014 3;3 34 3:i 36 37 38 343 4f ) 4'1 42 4:3 44 4;i 40 47 This section's content is deleted in its entirety and replaced with the following new sub- sections: I 8 -23.1 Description The Work consists of furnishing, installing, and removing temporary pavement , markings. Temporary pavement markings shall be provided where noted in the Plans; for all lane shifts and detours resulting from construction activities; or when permanent markings are removed because of construction operations. ' 8 -23.2 Materials Materials for temporary markings shall be paint, plastic, tape, raised pavement markers or flexible raised pavement markers. Materials for pavement markings shall meet the following requirements: Raised Pavement Markers 9 -21 ' AMENDMENTS To THE 2014 STANDARD SPECIFICATIONS BOOK Revised: 8/4114 , LI 1 Temporary Marking Paint 9- 34.2(6) 2 Plastic 9 -34.3 3 Glass Beads for Pavement Marking Materials 9 -34.4 4 Temporary Pavement Marking Tape 9 -34.5 5 Temporary Flexible Raised Pavement Markers 9 -34.6 6 7 8.23.3 Construction Requirements 8 9 8- 23.3(1) General 10 The Contractor shall select the type of pavement marking material in accordance 11 with the Contract. 12 13 8- 23.3(2) Preliminary Spotting 14 All preliminary layout and marking in preparation for application or removal of 15 temporary pavement markings shall be the responsibility of the Contractor. 16 17 8- 23.3(3) Preparation of Roadway Surface 18 Surface preparation for temporary pavement markings shall be in accordance with 19 the manufacturer's recommendations. 20 21 8- 23.3(4) Pavement Marking Application 22 23 8- 23.3(4)A Temporary Pavement Mai-kings — Short Duration 24 Temporary pavement markings — short duration shall meet the following 25 requirements: 26 27 Temporary Center Line — A BROKEN line used to delineate adjacent 28 lanes of traffic moving in opposite directions. The broken pattern shall be 29 based on a 40 -foot unit, consisting of a 4 -foot line with a 36 -foot gap if 30 paint or tape is used. If temporary raised pavement markers are used, the 31 pattern shall be based on a 40 -foot unit, consisting of a grouping of three 32 temporary raised pavement markers, each spaced 3 feet apart, with a 34 33 foot gap. 34 35 Temporary Edge Line — A SOLID line used on the edges of Traveled 36 Way. The line shall be continuous if paint or tape is used. If temporary 37 raised pavement markers are used, the line shall consist of markers 38 installed continuously at 5 -foot spacing. 39 40 Temporary Lane Line — A BROKEN line used to delineate adjacent lanes 41 with traffic traveling in the same direction. The broken pattern shall be 42 based on a 40 -foot unit, consisting of a 4 -foot line with a 36 -foot gap, if 43 paint or tape is used. If temporary raised pavement markers are used, the 44 pattern shall be based on a 40 -foot unit, consisting of a grouping of three 45 temporary raised pavement markers, each spaced 3 feet apart, with a 34 46 foot gap. 47 48 Lane line and right edge line shall be white in color. Center line and left edge 49 line shall be yellow in color. Edge lines shall be installed only if specifically 50 required in the Contract. All temporary pavement markings shall be 51 retroreflective. 52 AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK Revised: 8/4114 1 8- 23.3(4)A1 Temporary Pavement Marking Paint 2 Paint used for short duration temporary pavement markings shall be 3 applied in one application at a thickness of 15 mils or 108 square feet per 4 gallon. Glass beads shall be in accordance with Section 8- 22.3(3)G. 5 6 8- 23.3(4)A2 Temporary Pavement Marking Tape 7 Application of temporary pavement marking tape shall be in conformance 6 with the manufacturer's recommendations. 9 10 Black mask pavement marking tape shall mask the existing line in its 11 entirety. 1'2 13 8- 23.3(4)A3 Temporary Raised Pavement Markers 111 Temporary raised pavement markers are not allowed on bituminous 15 surface treatments. 113 17 8- 23.3(4)A4 Temporary Flexible Raised Pavement Markers 113 Flexible raised pavement markers are required for new applications of 19 bituminous surface treatments. Flexible raised pavement markers are not 20 allowed on other pavement types unless otherwise specified or approved 21 by the Engineer. Flexible raised pavement markers shall be installed with 2;2 the protective cover in place. The cover shall be removed immediately 7'2 nftor cnrnvinn acnhnitir. mntarinl 21 215 8- 23.3(4)B Temporary Pavement Markings — Long Duration 26 Application of paint, pavement marking tape and plastic for long duration 2'7 pavement markings shall meet the requirements of Section 8- 22.3(3); 28 application of raised pavement markers shall meet the requirements of Section 29 8 -09.3; and application of flexible pavement markings shall be in conformance 30 with the manufacturer's recommendations. 31 32 8- 23.3(4)C Tolerance for Lines 3:3 Tolerance for lines shall conform to Section 8- 22.3(4). 34 3:5 8- 23.3(4)D Maintenance of Pavement Markings 36 Temporary pavement markings shall be maintained in serviceable condition 37 throughout the project until permanent pavement markings are installed. As 38 directed by the Engineer; temporary pavement markings that are damaged, 39 including normal wear by traffic, shall be repaired or replaced immediately. 40 Repaired and replaced pavement markings shall meet the requirements for the 41 original pavement marking. 4?_ 4:3 8- 23.3(4)E Removal of Pavement Markings 44 Removal of temporary paint is not required prior to paving; all other temporary 46 pavement markings shall be removed. 46 44F All temporary pavement markings that are required on the wearing course prior 48 to construction of permanent pavement markings and are not a part of the 49 permanent markings shall be completely removed concurrent with or 50 immediately subsequent to the construction of the permanent pavement 51 markings. Temporary flexible raised pavement markers on bituminous surface AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK Revised: 814114 1 treatment pavements shall be Cut Off flush with the surface if their location 2 conflicts with the alignment of the permanent pavement markings. 3 4 All damage to the permanent Work caused by removing temporary pavement 5 markings shall be repaired by the Contractor at no additional cost to the 6 Contracting Agency. 7 8 8 -23.4 Measurement 9 Temporary pavement markings will be measured by the linear foot of each installed line 10 or grouping of markers, with no deduction for gaps in the line or markers and no 11 additional measurement for the second application of paint required for long duration 12 paint lines. Short duration and long duration temporary pavement markings will be 13 measured for the initial installation only; maintenance of lines will not be measured. 14 15 8 -23.5 Payment 16 Payment will be made in accordance with Section 1 -04.1, for each of the following Bid 17 items that are included in the Proposal: 18 19 "Temporary Pavement Marking — Short Duration ", per linear foot. 20 21 "Temporary Pavement Marking — Long Duration ", per linear foot. 22 23 The unit Contract price per linear foot for "Temporary Pavement Marking — Short 24 Duration" and "Temporary Pavement Marking — Long Duration" shall be full pay for 25 all Work. 26 27 9- 03.AP9 28 Section 9 -03, Aggregates 29 August 4, 2014 30 9- 03.1(2)C Use of Substandard Gradings 31 This section including title is deleted in its entirety and replaced with the following: 32 33 Vacant 34 35 9- 03.1(4)C Grading 36 In the second paragraph, the first sentence is deleted. 37 38 The third paragraph is deleted. 39 40 9- 03.1(5)B Grading 41 The last paragraph is revised to read: 42 43 The Contracting Agency may sample each aggregate component prior to introduction to 44 the weigh batcher or as otherwise determined by the Engineer. Each component will be 45 sieve analyzed separately in accordance with WSDOT FOP for WAQTC /AASHTO Test 46 Method T- 27/11. All aggregate components will tie mathematically re- combined by the 47 proportions (percent of total aggregate by weight.) provided by the Contractor on 48 Concrete Mix Design Form 350 -040. AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK Revised: 8/4114 2 3 4 5 6 7 8 9 10 11 12 13 14 15 13 17 113 1'9 2) 21 2;2 2:3 24 25 213 27 213 29 30 3'�I 32 33 34 35 36 3 i' 38 39 9- 03.8(1) General Requirements The first paragraph up until the colon is revised to read: Preliminary testing of aggregates for source approval shall meet the following test requirements: The list in the first paragraph is supplemented with the following: Sand Equivalent 45 min. The following new paragraph is inserted after the first paragraph: Aggregate sources that have 100 percent of the mineral material passing the No. 4 sieve shall be limited to no more than 5 percent of the total weight of aggregate. 9- 03.14(3) Common Borrow This section is revised to read: Material for common borrow shall consist of granular or nongranular soil and /or aggregate which is free of deleterious material. Deleterious material includes wood, organic waste, coal, charcoal, or any other extraneous or objectionable material. The material shall not contain more than 3 percent organic material by weight. I he piasticity index shall be determined using test method AASHTO T 89 and AASHTO T 90. The material shall meet one of the options in the soil plasticity table below. Soil Plasticity Table All percentages are by weight. If requested by the Contractor, the plasticity index may be increased with the approval of the Engineer. 9- 03.14(4) Gravel Borrow for Structural Earth Wall In the second table, the row beginning with "pH" is revised to read: pH WSDOT Test 4.5-9 Plasticity Option Sieve Percent Passing index No. 1 200 0-12 N/A No. 2 200 12.1-35 6 or Less No. 3 200 Above 35 0 All percentages are by weight. If requested by the Contractor, the plasticity index may be increased with the approval of the Engineer. 9- 03.14(4) Gravel Borrow for Structural Earth Wall In the second table, the row beginning with "pH" is revised to read: pH WSDOT Test 4.5-9 5-10 Method T 417 AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK Revised: 8/4114 r AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK Revised: 8/4114 1 9- 05.AP9 2 Section 9 -05, Drainage Structures and Culverts 3 April 7, 2014 4 9 -05.13 Ductile Iron Sewer Pipe 5 The first paragraph is deleted. 6 7 9- 07.AP9 r8 Section 9 -07, Reinforcing Steel 9 January 6, 2014 10 9- 07.5(2) Corrosion Resistant Dowel Bars (for Cement Concrete Pavement) 11 This section's title is revised to read: 12 ' 13 9- 07.5(2) Corrosion Resistant Dowel Bars (for Cement Concrete Pavement and 14 Cement Concrete Pavement Rehabilitation) 15 16 9- 09.AP9 17 18 Section 9 -09, Timber and Lumber January 6, 2014 19 20 9- 09.3(1) General Requirements The fourth paragraph is revised to read: 21 22 All orders of treated timber and lumber shall be accompanied by a Certificate of 23 Treatment record. The Certificate of Treatment showing conformance to this 24 specification and AWPA standards shall include the following information: 25 Name and location of the wood preserving company, 26 Customer identification, 27 Date of treatment and charge number, 28 Type of chemical used and amount of retention, 29 Treating process and identification of the Specification used, ' 30 Boring records verifying treatment penetration for timber and lumber with a nominal 31 dimension of 6" x 6" or larger, 32 Description of material that was treated, and 33 Signature of a responsible plant official. 34 ' 35 36 The fifth paragraph is deleted. 37 The first sentence in the last paragraph is revised to read: 38 All timber and lumber to be used in aquatic environments, unless specified otherwise in 39 the Contract, shall be chemically treated using Western Wood Preservers Institute Best 40 Management Practices (BMPs). 41 r r AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK Revised: 8/4114 9- 10.AP9 2 Section 9 -10, Piling 3 March 3, 2014 4 9 -10.5 Steel Piling 5 This section is revised to read: n ,s 7 The material for rolled steel piling H- piling and pile splices shall conform to ASTM A 36, g ASTM A 572 or ASTM A 992. The material for steel pipe piling and splices shall 9 conform to one of the following requirements except as specifically noted in the Plans: 1, 11 1. API 5L Grade X42 or X52 material may be used for longitudinal seam welded or 1;2 helical (spiral) seam submerged -arc welded pipe piles of any diameter. 13 2. ASTM A 252 Grade 2 or 3 material may be used for longitudinal seam welded 114 or helical (spiral) seam submerged -arc welded pipe piles of any diameter. For 15 the purposes of welding and prequalification of base metal, steel pipe pile 113 designated as ASTM A 252 may be treated as prequalified provided the 17 chemical composition conforms to a prequalified base metal classification listed 13 in Table 3.1 of the AWS D1.1/D1.1M, latest edition, Structural Welding Code, 19 the grade of pipe piling meets or exceeds the grade specified in the Plans, and 20 the carbon equivalent (CE) is a maximum of 0.45- percent. A r—in AP�Te w 58-0 1 t___.__ea c___ 2 1 3. ASTM! A D/2 or AS l IVI A 5a-0 material may be used for longitudinal Seam 22 welded piles of any diameter. 2:3 24 For helical (spiral) seam submerged -arc welded pipe piles, the maximum radial offset of 25 strip /plate edges shall be 1/8 inch. The offset shall be transitioned with a taper weld and 26 the slope shall not be less than a 1 in 2.5 taper. The weld reinforcement shall not be 27 greater than 3/16 inches and misalignment of weld beads shall not exceed 1/8 inch. 28 29 Steel soldier piles, and associated steel bars and plates, shall conform to ASTM A 36, 30 ASTM A 572 or ASTM A 992, except as otherwise noted in the - Plans. 3'1 32 All steel piling may be accepted by the Engineer based on the Manufacturer's 3:3 Certificate of Compliance submitted in accordance with Section 1 -06.3. The 34 manufacturer's certificate of compliance submittal for steel pipe piles shall be 35 accompanied by certified mill test reports, including chemical analysis and carbon 36 equivalence, for each heat of steel used to fabricate the steel pipe piling. 37 38 9- 14.AP9 39 Section 9 -14, Erosion Control and Roadside Planting 40 August 4, 2014 41 9.14.1 Soil 42 This section, including title, is revised to read: 4:3 44 9 -14.1 Topsoil 45 Topsoil shall not contain any recycled material, foreign materials, or any listed Noxious 4E' and Nuisance weeds of any Class designated by authorized State or County officials. 47 Aggregate shall not comprise more than 10% by volume of Topsoil and shall not be 48 greater than two inches in diameter. AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK Revised: 8/4114 [1 r 2 9- 14.1(2) Topsoil Type B 3 The last sentence of the second paragraph is deleted. 4 5 9 -14.2 Seed 6 This section is revised to read: 7 8 Seed of the type specified shall be certified in accordance with WAC 16 -302. Seed 9 mixes shall be commercially prepared and supplied in sealed containers. The labels 10 shall show: 11 12 (1) Common and botanical names of seed 13 (2) Lot number 14 (3) Net weight 15 (4) Pounds of Pure live seed (PLS) in the mix 16 (5) Origin of seed 17 18 All seed vendors must have a business license issued by supplier's state or provincial 19 Department of Licensing with a "seed dealer" endorsement. 20 21 9- 14.4(3) Bark or Wood Chips 22 This section's title is revised to read: 23 24 Bark or Wood Chip Mulch 25 26 The first paragraph is revised to read: 27 28 Bark or wood chip mulch shall be derived from fir, pine, or hemlock species. It shall not 29 contain resin, tannin, or other compounds in quantities that would be detrimental to 30 plant life. Sawdust shall not be used as mulch. Mulch produced from finished wood 31 products or construction debris will not be allowed. 32 33 9- 14.4(6) Gypsum 34 The first sentence is revised to read: 35 36 Gypsum shall consist of Calcium Sulfate (CaSO,G•2H2O) in a pelletized or granular form. 37 38 9- 14.4(7) Tackifier 39 This section is revised to read: 40 41 Tackifiers are used as a tie -down for soil, compost, seed, and /or mulch. Tackifiers shall 42 contain no growth or germination- inhibiting materials and shall not reduce infiltration 43 rates. Tackifiers shall hydrate in water and readily blend with other slung materials. 44 45 The Contractor shall provide test results documenting the tackifier meets the 46 requirements for Acute Toxicity, Solvents, and Heavy Metals as required in Table 1 in 47 Section 9- 14.4(2). The tests shall be performed at the manufacturer's recommended 48 application rate. 49 50 9- 14.4(8) Compost 51 The second paragraph is revised to read: AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK Revised: 8/4/14 1 2 Compost production and quality shall comply with WAC 173 -350. 3 .4 9- 14.4(8)A Compost Submittal Requirements 5 Item 2 is revised to read: �3 7 5. A copy of the Solid Waste Handling Permit issued to the manufacturer by the 3 Jurisdictional Health Department in accordance with WAC 173 -350 (Minimum a Functional Standards for Solid Waste Handling). 11) 11 9- 14.6(2) Quality 1;2 The second and third paragraphs in this section are revised to read: 13 14 All plant material shall comply with State and Federal laws with respect to inspection 115 for plant diseases and insect infestation. Plants must meet Washington State 16 Department of Agriculture plant quarantines and have a certificate of inspection. Plants 1;7 originating in Canada must be accompanied by a phytosanitary certificate stating the 18 plants meet USDA health requirements. 19 20 All plant material shall be purchased from a nursery licensed to sell plants in their state 21 or province. 2?. 23 9- 15.AP9 24 Section 9 -15, Irrigation System 21► August 4, 2014 26 9 -15.18 Detectable Marking Tape 2i' In the second paragraph, the table is supplemented with the following new row: 28 Non - Potable Water Purrole 29 30 31 9- 16.AP9 32: Section 9 -16, Fence and Guardrail 32, August 4, 2014 34 9- 16.2(1)B Wood Fence Posts and Braces 35 In the table, the row beginning with "ACA" is deleted. 36 37 9- 29.AP9 38 Section 9 -29, Illumination, Signal, Electrical 39 August 4, 2014 40 9- 29.2(1)B Heavy Duty Junction Boxes 41 The second paragraph is revised to read: 42 AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK Revised: 8/4/14 1 2 3 4 5 6 8 9 7 L 13 14 15 16 17 18 19 10 20 Reinforcing Steel 11 f 12 23 7 L 13 14 15 16 17 18 1 29 The Heavy -Duty Junction Box steel frame, lid support and lid fabricated from steel plate and shapes shall be painted with a shop applied, inorganic zinc primer in accordance with Section 6 -07.3. Ductile iron and gray iron castings shall not be painted. The following new paragraph is inserted after the second paragraph: The concrete used in Heavy -Duty Junction Boxes shall have a minimum compressive strength of 4,000 psi. In the fourth paragraph (after the preceding Amendment is applied), the table is revised to read: ���c� ys:.iwn` - 'b`3`.�. ✓.r.:. - Ed- :.;a;rt�s. `- ,..std 19 Concrete 20 Reinforcing Steel 21 Lid 22 23 24 25 26 Frame and stiffener plates 27 28 1 29 The Heavy -Duty Junction Box steel frame, lid support and lid fabricated from steel plate and shapes shall be painted with a shop applied, inorganic zinc primer in accordance with Section 6 -07.3. Ductile iron and gray iron castings shall not be painted. The following new paragraph is inserted after the second paragraph: The concrete used in Heavy -Duty Junction Boxes shall have a minimum compressive strength of 4,000 psi. In the fourth paragraph (after the preceding Amendment is applied), the table is revised to read: ���c� ys:.iwn` - 'b`3`.�. ✓.r.:. - Ed- :.;a;rt�s. `- ,..std vc� ... C±L�z„ �x.�.", a,.S. 3��:'�ia'4 ,n'_ 'd ��F��- T. i 1i i'Y...: ;: Concrete Section 6 -02 Reinforcing Steel Section 9 -07 Lid ASTM A 786 diamond plate steel, rolled from plate complying with ASTM A 572, grade 50 or ASTM A 588, and having a min. CVN toughness of 20 ft -lb at 40 degrees F. Or Ductile iron casting meeting Section 9 -05.15 Frame and stiffener plates ASTM A 572 grade 50 or ASTM A 588, both with min. CVN toughness of 20 ft -lb at 40 degrees F Or Gray iron cashing meeting Section 9 -05.15 Anchors (studs) Section 9 -06.15 Threaded Anchors for Gray Iron Frame ASTM F1554 grade 55 Headed Anchor Requirements Bolts, Studs, Nuts, Washers ASTM F 593 or A 193, Type 304 or 316, or Stainless steel grade 302, 304, or 316 in accordance with approved shop drawings Hinges and Locking and Latching In accordance with approved shop drawings Mechanism and associated Hardware and Bolts Safety Bars In accordance with approved shop drawings The last paragraph is revised to read: The bearing seat and lid perimeter shall be free from burrs, dirt, and other foreign debris that would prevent solid seating. Bolts and nuts shall be liberally coated with anti -seize compound. Bolts shall be installed snug tight. The bearing seat and lid perimeter shall be machined to allow a minimum of 75 percent of the bearing areas to be seated with a tolerance of 0.0 to 0.005 inches measured with a feeler gage. The bearing area percentage will be measured for each side of the lid as it bears on the frame. 9- 29.2(2) Standard Duty and Heavy -Duty Cable Vaults and Pull Boxes This section's title is revised to read: Small Cable Vaults, Standard Duty Cable Vaults, Heavy -Duty Cable Vaults, Standard Duty Pull Boxes, and Heavy -Duty Pull Boxes In the first paragraph, the first sentence is revised to read: AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK Revised: 8/4H 4 1 2 Small, Standard Duty and Heavy -Duty Cable Vaults and Standard Duty and Heavy -Duty 3 Pull Boxes shall be constructed as a concrete box and as a concrete lid. 4 5 9- 29.2(2)A Standard Duty Cable Vaults and Pull Boxes 6 This section's title is revised to read: 7 3 Small Cable Vaults, Standard Duty Cable Vaults, and Standard Duty Pull Boxes 9 10 The first paragraph is revised to read: 11 1,2 Small and Standard Duty Cable Vaults and Standard Duty Pull boxes shall be concrete 113 and have a minimum load rating of 22,500 pounds and be tested in accordance with 111 Section 9- 29.2(1)C for concrete Standard Duty Junction Boxes. 1,5 113 In the second paragraph, the first sentence is revised to read: 113 Concrete for Small and Standard Duty Cable Vaults and Standard Duty Pull Boxes shall 1!) have a minimum compressive strength of 4,000 psi. 21) 21 In the third paragraph, the first sentence is revised to read: 22 Z5 A 11 [x......11 ..1 C +.....J......1 n.. +,. lam..L.1.. �....I +.. .J Q+.,...4 -4 n. +.. O. ll Boxes placed G.7 /ill JI11Ql1 al !U JIQI IUQI U VULY %J U V QUIl.7 QI IU VIQI IUQI U vULY r Ult UIJnG.7 plQl..GU 11 I 24 sidewalks, walkways, and shared -use paths shall have slip- resistant surfaces. 215 26 The fourth paragraph (up until the colon) is revised to read: 27 213 Materials for Small and Standard Duty Cable Vaults and Standard Duty Pull Boxes shall 29 conform to the following: 30 31 9 -29.3 Fiber Optic Cable, Electrical Conductors, and Cable 32 The following new subsection is added: 3:3 34 9- 29.3(3) Wire Marking Sleeves 35 Wire marking sleeves shall be full - circle in design, non - adhesive, printable using an 3E' indelible ink and shall fit snugly on the wire or cable. Marking sleeves shall be made 37 from a PVC or polyolefin, and provide permanent identification for wires and cables. 313 39 9- 31.AP9 40 Section 9 -31, Elastomeric Bearing Pads 41 August 4, 2014 42 This section's title is revised to read: 43 44 Elastomeric Pads 45 46 9 -31.1 Requirements 47 In the first paragraph, the word "bearing" is deleted from the first sentence. 48 49. In the first sentence of the second paragraph, the word "bearing" is deleted and replaced 50 with "elastomerid'. AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK Revised: 8/4114 1 t 1 2 In the last sentence of the second paragraph, the word "Bearing" is deleted and replaced 3 with "Elastomeric ". 4 5 In the third paragraph, the word "bearing" is deleted and replaced with the word 6 "elastomeric ". 7 8 9- 32.AP9 9 Section 9 -32, Mailbox Support 10 August 4, 2014 11 9 -32.7 Type 2 Mailbox Support 12 The first sentence is revised to read: 13 14 Type 2 mailbox supports shall be 2 -inch 14 -gage: steel tube and shall meet the NCHRP 15 350 or the Manual for Assessing Safety Hardware (MASH) crash test criteria. 16 17 9- 34.AP9 18 Section 9 -34, Pavement Marking Material 19 August 4, 2014 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 9 -34.2 Paint The second paragraph is revised to read: Blue and black paint shall comply with the requirements of yellow paint in Section 9- 34.2(4) and Section 9- 34.2(5), with the exception that blue and black paints do not need to meet the requirements for titanium dioxide, directional reflectance, and contrast ratio. 9 -34.5 Temporary Pavement Marking Tape This section is revised to read: Biodegradable tape with paper backing is not allowed. This section is supplemented with the following new sub- sections: 9- 34.5(1) Temporary Pavement Marking Tape — Short Duration Temporary pavement marking tape for short duration shall conform to ASTM D4592 Type II except that black tape, black mask tape and the black portion of the contrast removable tape, shall be non - reflective. 9- 34.5(2) Temporary Pavement Marking Tape — Long Duration Temporary pavement marking tape for long duration shall conform to ASTM D4592 Type I. Temporary pavement marking tape for long duration, except for black tape, shall have a minimum initial coefficient of retroreflective luminance of 200 mcd *m-2 *Ix-' when measured in accordance with ASTM E 2832 or ASTM E 2177. Black tape, black mask tape and the black portion of the contrast removable tape, shall be non - reflective. 9 -34.6 Temporary Raised Pavement Markers This section's title is revised to read: AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK Revised: 814114 1 2 3 4 5 6 7 8 9 1,0 11 1;Z 1 �3 1�4 15 16 17 13 19 20 2'i 22 2:3 24 25 26 2", 1 28 29 30 3'1 3?. 3:3 34 35 36 3 i' 38 39 40 41 42 4"c 44! 45 46 r' Temporary Flexible Raised Pavement Markers The second paragraph is deleted. 9- 35.AP9 Section 9 -35, Temporary Traffic Control Materials August 4, 2014 9 -35.0 General Requirements T he following item is deleted from the list of temporary traffic control materials: Barrier Drums The last sentence of the second paragraph is revised to read: Certification for crashworthiness according to NCHRP 350 or the Manual for Assessing Safety Hardware (MASH) will be required as described in Section 1- 10.2(3). 9 -35.2 Construction Signs The first sentence is revised to read: Construction signs. shall conform to the requirements of the MUTCD and shall meet the requirements of NCHRP Report 350 for Category 2 devices or MASH. 9 -35.7 Traffic Safety Drums The third paragraph is revised to read: Drums and light units shall meet the crashworthiness requirements of NCHRP 350 or MASH as described in Section 1- 10.2(3). 9 -35.8 Barrier Drums This section including title is deleted in its entirety and replaced with the following: 9 -35.8 Vacant 9 -35.12 Transportable Attenuator In the first paragraph, the fourth sentence is revised to read: The Contractor shall provide certification that the transportable attenuator complies with NCHRP 350 Test level 3 or MASH Test Level 3 requirements. 9 -35.13 Tall Channelizing Devices In the sixth paragraph, the last sentence is revised to read: The method of attachment must ensure that the light does not separate from the device ' upon impact and light units shall meet the crashworthiness requirements of NCHRP 350 or MASH as described in Section 1- 10.2(3). AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK Revised: 8/4114 u