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R-2011-100 Hines Addition Phase 1 Agreement with Artisan, Inc.
C14 e Clerk CITY OF YAKIMA HINES ADDITION PHASE 1 City of Yakima Project No. 2312 HLA Project No. 11072 Construction Contract Specifications & Bid Documents AUGUST 2011 P L- / / 31 ,-? September 12, 2011 Artisan Inc 651 North Keys Road Yakima, WA 98901 ATTN Josh Sevigny DEPART.11E.NT OF C .11.A1V: 7T'3' .1XD ECrid'0,111t` f)1 Vh—[ ()P ;1fE.; VT 129 .Ntrrrh Scrr?rttl Slrcet lirktrazaa li'rl lrrrzr;ua n 989th 1'hoyze: (5019) 575 -611? • Fax (509)576-677927 Project: Hines Addition — Phase 1 City of Yakima Project No. 2312 Dear Mr Sevigny- The City Manager of the City of Yakima has authorized- award of the above referenced project-to your company - on the basis of your low bid submitted on September 7th, 2011, in the amount of $199,972 00 This letter is official notification of the award of the contract to your company by the City of Yakima Enclosed is one set of the specifications, proposal and contract documents for your information Also enclosed are three copies of the Contract and performance bond form Please sign and return all copies of the contract form to this office, along with the fully executed performance bond and certificate of insurance within ten (10) calendar days Your attention is directed to Section 1 -07 18 Public Liability and Property Damage Insurance (APWA GSP) of the Construction Contract Specifications for coverage limits, additional insurance requirements and special ACORD form wording We have also included a liability checklist for you and your surety's convenience When these items have been approved, the City will execute the contract form and bind a signed contract, certificate, and proposal into contract document books The three completed books will be distributed to the City Clerk, City Engineer, and Contractor Please contact Bruce Floyd, (509) 575 -6138, within ten (10) days of this date, to schedule a pre- construction conference and discuss various forms and documentation that must be completed and turned in to him at that Conference The Notice to Proceed will also be discussed at the Pre - construction Conference For your information, we are enclosing a copy of the bid summary for this project. Sincerely, Doug z P E ,City Engineer cc: Bruce Floyd, Construction Supervisor Susie Cutter, Contract Specialist City Clerk Finance File Yakima Okwkziiw Cnde Administration 575 -6121 • Engineering 575 -6111 • Neighborhood Services ices 575 -6101 • Planning 575 -6183 19V4 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8$$ R i � < 8 8 8 $ 8 8 8 8 8 8 8$ 8 8 8 8 8 8 8 8 8 8 a 8 - y S »» a s i« s 9 s a- .. 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Z k 3P ADDENDUM NO. 1 To the Contract Provisions for CITY OF YAKIMA, WASHINGTON HINES ADDITION PHASE 1 City of Yakima Project No. 2312 HLA Project No. 11072 BID OPENING: SEPTEMBER 7, 2011 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 — Contract Special Provisions, BIDDER'S CHECKLIST Page 3 -2 Add the following to the list of documents on page 3 -2 of the Contract Special Provisions that are required to be submitted with the bid- (h) Compliance with Immigration and Naturalization Act To be filled in and signed by the bidder This form is attached. ITEM 2 — Contract Special Provisions, BIDDER'S CHECKLIST Page 3 -3 Add the following to the list of documents on page 3 -3 of the Contract Special Provisions that are required to be submitted after the Contract is awarded. (10) Certification for Federal -Aid Projects, DOT Form 420 -004 EF, to be filled in by each Subcontractor and the Contractor. This form is attached. ITEM 3 — Contract Special Provisions, Section 1 -07.12 Required Federal Aid Provisions Page 7 -4 Delete Section 1 -07.12 of the Standard Specifications and replace with the following- 11-07.12 Required Federal Aid Provisions (March 13, 1995) The Required Contract Provisions Federal Aid Construction Contracts (FHWA 1273) and the amendments thereto supersede any conflicting provisions of the Standard Specifications and are made a part of this contract, provided, however, that if any of the provisions of FHWA 1273, as amended, are less restrictive than Washington State Law, then the' Washington State Law shall prevail The provisions of FHWA 127,3, as amended, included in this contract require that the Contractor insert the FHWA 1273 and amendments thereto in each subcontract, together with the wage rates which are part of the FHWA 1273, as amended. Also, a clause shall be included in each subcontract requiring the Subcontractors to insert the FHWA 1273 and amendments thereto in any lower tier subcontracts, together with the wage rates The Contractor shall also ensure that this section, REQUIRED FEDERAL AID PROVISIONS, is inserted in each subcontract for Subcontractors and lower tier Subcontractors For this purpose, upon request to the Project Engineer, the Contractor will be provided with extra copies of the FHWA 1273, the amendments thereto, the applicable wage rates, and this Special Provision. GAPROJECTS \2011 \11072\Addendum 1 doc ADDENDUM NO. 1 ' ITEM 4 — Contract Special Provisions, Section 2 -03 ROADWAY EXCAVATION AND EMBANKMENT Section 2 -03.5 Payment, Page 7 -15 Delete the entire payment description for "Drainage Swale," last paragraph of Section 2 -03 5 on page 7 -15, and replace with the following. Payment will be made at the unit contract price bid for "Drainage Swale," per linear foot, which shall be full compensation for all labor, equipment, tools, and materials required to .construct the roadside swale including excavation, grading, dewatering, compaction, separation fabric, and quarry spalls, complete in place as shown on the Plans. ITEM 5 — Contract Special Provisions, Appendix E Add attached APPENDIX E, REQUIRED CONTRACT PROVISIONS FEDERAL -AID CONSTRUCTION CONTRACTS FHWA -1273, to the Contract Special Provisions (30 total pages). ITEM 6 — Contract Plans, Sheet 2 Add the following note to the list of STORM SEWER GENERAL NOTES on Contract Plan Sheet 2: 12 Two test pits were dug on rSite in July of 2011 and the groundwater levels were between. 8.0 and 8.5 feet below, ground surface. Dewatering is expected for the installation of sanitary sewer Groundwater levels do fluctuate in this area. No additional compensation will be.made for varying groundwater levels ITEM 7 — Contract Plans, Sheet 3 Replace the Drainage Swale portion of the 'T' Street typical section shown on Contract Plan Sheet 3 with the attached Drainage Swale detail ITEM 6 — Contract Plans, _Sheet 7 Add a STREET LIGHT NOTE L -1 to the street light symbol shown at approximately Sta 3 +73 Right, in the plan view of Contract Plan Sheet 7 P Add a STREET LIGHT NOTE L -2, to the conduit line shown between the two street lights, Sta. 1 +55 Right and 3 +73 Right, in the plan view of Contract Plan Sheet 7. 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 V&o Terry q apeteri, PE Hui bregt. e, Louman Associates, Inc. 801 North 39" Avenue Yakima, WA 98902 Phone. (509) 966 -7000 �9 of // Date GAPROJECTS\201 1 \1 1072\Addendum t.doc ADDENDUM NO. 1 Mina iance 1 and fqe..." .;,r{+'G -`,w, A..�., n..,V...°."�.. -.,� .'".r'. r,. -..7 4,a '�`.L_., ra,iP ir..� .. ;! ,�..d - a,^"axt?+ i�;i�ta;,•kr'vic:"..J.vr_.� ^'•. S The City of Yakima supports the Federal Immigration, Reform and Control Act of 198,6, 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 maybe 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 of this contract, employ illegal alien workers, or otherwise violate the provisions of the Federal Immigration Reform and Control Act of 1986. 2. I 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: r Dated this day of 20 ' Signature* Printed Name: ' Phone #: Email Address ' Homeland Security's Web Address is: http: / /www.dhs- gov /e- verify Completed declarations can be mailed to: City of Yakima Purchasing, 129 No 2nd Street, Yakima, WA 98901, faxed to 509 -576 -6394 or scanned and emailed to sownby @ci.yakima.wa.us Washington State Contractor and Subcontractor or �� Department of 7i�ansportation Lower Tier Subcontractor Certification for Federal -Aid Projects (Required for each Subcontractor or Lower Tier Subcontractor on all Federal -Aid projects) Contract Number Federal -Aid Number State Route Number Subcontractor or Lower Tier Subcontractor To be signed by proposed subcontractor or lower tier subcontractor The contract documents for this subcontract include as part of the subcontract a special provision entitled "Required Federal -Aid Provisions ", the "Required Contract Provisions Federal -Aid Construction Contracts (FHWA 1273) ", and the minimum wage rates. I certify the above statement to be true and correct. Company Signature Date Title Contractor Certification To be completed and signed by the contractor 1 ❑ A written agreement has been executed between my firm and the above'subcontractor. 2• ❑ A written agreement has been executed between (the subcontractor) and the above lower tier subcontractor All documents required by the special provision entitled "Required Federal -Aid Provisions" are included in the agreement for (1) or (2) marked above. I certify the above statements under Contractor Certification to be true and correct. Company Signature Title DOT Form 420 -004 EF Revised 03/2008 Date al w �w l� J I I 8' DRAINGE SWALE_ 3I . FUTURE IMPROVEMENTS SHOWN SHADED LINE SWALE WITH QUARRY SPALLS (6 "_ DEPTH TYP ) 1 WOVEN GEOTEXbLE SEPARATION FABRIC UNDER QUARRY SPALLS, MIRAFI 50OX OR APPROVED EQUAL DRAINAGE SWALE NO SCALE NOTE 1 QUARRY SPALLS AND GEOTEXTILE FABRIC SHALL BE PLACED THE ENTIRE LENGTH OF THE DRAINAGE SWALE. i I 15 PROJECT (� 7' PROFILE GRADE (PG) T2" COMPACTED DEPTH HOT MIX ASPHALT CL. 1/2" PG 64 -28 6" COMPACTED DEPTH CRUSHED SURFACING BASE COURSE L J JOB NUMBER: DATE. CITY OF YAK I MA 8ol North 39th Avenue 11072 9-01 -11 H L A Yakima, WA 98902 FILE NAMES. , DRAWING. SHEETS.dwg 5o9.966.7000 PLAN: N/A HINES ADDITION Huibregtse, LoumanAssociates, Inc. Fax 509.965.3800 PROFILE. N/A PHASE 1 Civil Engineering: Land Surveying :.Planning www.hlacivil.com DESIGNED BY TDA ADDENDUM N0. 1 ENTERED BY TDA APPENDIX E REQUIRED CONTRACT PROVISIONS FEDERAL -AID CONSTRUTION CONTRACTS FHWA -1273 GAPROJECTS\2011 \11072 \Hines Addition Final Specs.doc Required Contract Provisions Federal -Aid Construction Contracts FHWA -1273 Electronic Version —March 10, 1994 ' I. General 1 II. Nondiscrimination 2 III. Nonsegregated Facilities 6 IV. Payment of Predetermined Minimum Wage 7 V. Statements and Payrolls 12 ' VI. Record of Materials, Supplies, and Labor 14 VII. Subletting or'Assigning the Contract 14 ' VIII. Safety: Accident Prevention 15 IX. False Statements Concerning Highway Projects 16 X. Implementation of Clean Air Act and Federal Water Pollution Control Act 17 XI. Certification Regarding Debarment, Suspension Ineligibility, and Voluntary Exclusion 17 XII. Certification Regarding Use of Contract Funds for Lobbying 21 ' Attachments A. Employment Preference for Appalachian Contracts (included in Appalachian contracts only) 23 1 GENERAL 1 These contract provisions shall apply to all work performed on the contract by the contractor's own organization and with the assistance of workers under the contractor's immediate superintendence and to all work performed on the contract by piecework, station work, or by subcontract. ' 2. Except as otherwise provided for in each section, the contractor shall insert in each subcontract all of the stipulations contained in these Required Contract Provisions, and further require their inclusion in any lower tier subcontract or purchase order that may in turn ' be made The Required Contract. Provisions shall not be incorporated by reference in any case The prime contractor shall be responsible for compliance by any subcontractor or lower tier subcontractor with these'Required Contract Provisions. 3. A breach of any of the stipulations contained in these Required Contract Provisions shall be sufficient grounds for termination of the contract. ' 4 A breach of the following clauses of the Required Contract Provisions may also be grounds 'for debarment as provided in 29 CFR 5 12 ' Section I, paragraph 2; Section IV, paragraphs 1, 2, 3, 4, and 7, ' Section V, paragraphs 1 and 2a through 2g 5 Disputes arising out of the labor standards provisions of Section IV (except paragraph 5) and Section V of these Required Contract Provisions shall not be subject to the general disputes clause of this contract. Such disputes shall be resolved in accordance with the procedures of the U S Department of Labor (DOL) as set forth in 29 CFR 5, 6, and 7 Disputes within the ' meaning of this- clause include disputes between the contractor (or any of its subcontractors) and the contracting agency, the DOL, or the contractor's employees or their representatives. 6 Selection of Labor: During the performance of this contract, the contractor shall not: a discriminate against labor from any other State', possession, or territory of the United States (except for employment preference for Appalachian contracts, when ' applicable, as specified in Attachment A), or b. employ convict labor for any purpose within the limits of the project unless it is labor performed by convicts who are onr parole, supervised release, or probation ' NONDISCRIMINATION (Applicable to all Federal -aid construction contracts and to all related subcontracts of $10,000 or more.) Equai Employment Opportunity: Equal employmenfopportunity (EEO) requirements not to discriminate,and to take affirmative action to assure equal opportunity asset forth .under laws, executive orders, rules, regulations (28 CFR 35, 29 CFR 1630 and 41 CFR 60) and orders of the Secretary of Labor as modified by the provisions prescribed herein,. and imposed pursuant to 23 U S.C. 140 shall constitute the. EEO and specific affirmative action standards for the contractor's project activities under this contract. The Equal Opportunity Construction Contract Specifications set forth under 41-'CFR 60 -4.3 and the provisions of the American Disabilities Act of 1990 (42 U.S.C. 12101 et seg ) set forth under 28 CFR. 35 and 29 CFR 1. 630 are incorporated by reference in this contract. In the execution of this contract, the contractor agrees to comply with the following minimum specific requirement activities of EEO- The contractor will work with the State highway agency (SHA) and the Federal Government in carrying out EEO obligations and in their review of his /her activities under the contract. The contractor will accept as his operating policy the following statement: '-'It is the policy of this Company to assure that applicants are employed, and that employees are treated during employment, without regard to their race, religion, sex, color, national origin, age or disability. Such action shall include employment, upgrading, demotion, or transfer; recruitment or recruitment advertising, layoff or termination, rates of pay or other forms of compensation; and selection for training, including apprenticeship, preapprenticeship, and /or on- the -job training." 2 2 EEO Officer: The contractor will designate and make known to the SHA contracting officers an EEO Officer who will have the responsibility for and must be capable of effectively administering and promoting an active contractor program of EEO and who must be assigned adequate authority and responsibility to do so Dissemination of Policy: All members of the contractor's staff who arelauthorized to hire, supervise, promote, and discharge employees, or who- recommend such action, or who are substantially involved in such action, will be made fully cognizant of, and will implement, the contractor's EEO policy and contractual responsibilities to provide EEO in each grade and classification of employment. To ensure that the above agreement will be met, the following actions will be taken as a minimum. a. Periodic meetings of supervisory and' personnel'office employees will be conducted before the 'start of work and then hot less often than once every six, months, at which time the contractor's EEO policy and its implementation will be reviewed and explained The meetings will be conducted by the EEO Officer. b All new supervisory or personnel office employees will be given ai thorough indoctrination by the EEO Officer, covering all major aspects of the contractor's EEO obligations within thirty days following their reporting for duty with the contractor. C. All personnel,who are engaged in direct recruitment for the project will be instructed .by the EEO Officer in the contractbr's.procedures for "locating and hiring minority group employees. d Notices and posters setting forth the contractor's EEO policy will be placed in areas ' readily accessible to employees, applicants for errmployment and potential employees. e The contractor's EEO policy and the procedures to implement such policy will be brought to the attention of employees by means of meetings, employee handbooks, or other appropriate means. 4 Recruitment: When advertising for employees, the contractor will include in all advertisements for employees the notation "An Equal Opportunity Employer " All such advertisements will be placed in publications having a large circulation among minority groups in the area from which the project work force would normally be derived ' a The contractor will, unless precluded by a valid bargaining agreement, conduct systematic and direct recruitment through public and private employee referral sources likely to yield qualified minority group applicants. To meet this requirement, the contractor will identify sources of potential minority group employees, and ' establish with such identified sources procedures whereby minority group applicants may be referred to the contractor for employment consideration ' b In the event the contractor has a valid bargaining agreement providing for exclusive hiring hall referrals, he is expected to observe the provisions of that agreement to the extent that the system permits the contractor's compliance with EEO contract provisions (The DOL has held that where implementation of such agreements have the effect of discriminating against minorities or women, or obligates the contractor to do the same, such implementation violates Executive- Order 11246, as amended.) C. The contractor will encourage his present employees to refer minority group applicants for employment. Information and procedures with regard to referring minority group applicants will be discussed with employees Personnel Actions: Wages, working conditions,` and employee benefits shall be established and administered, and personnel actions of every type, including hiIring, upgrading, Promotion, transfer,, demotion, layoff, and termination, shall be taken Without regard to race, color, religion, sex, national origin, age or disability. The following - procedures shall be followed. a The contractor will conduct periodic inspections of project sites to insure that working conditions and employee facilities do not indicate discriminatory treatment ;of project site personnel. b. The contractor will periodically evaluate the spread of w,'ages-paid within each classification to determine any evidence 'of discriminatory wage pfactices. c The contractor will periodically review selected personnel' actions in depth to determine whether there is evidence of discrimination. 'Where; evidence is found,, the contractor will promptly,, take corrective action. If the' review indicates`that the ` discrimination may extend beyond'the actions, reviewed; such, corrective action shall' 'include all, affected persons. d The contractor will'promptly investigate all complaints of alleged discrimination made to the,contractor in connection. With his obligations under this contract, will attempt to resolve such complaints, arid'Will'take appropriate corrective action Within a reasonable time. If the investigation indicates that the discrimination may affect persons other.,than the complairiant, such corrective action shall include such other persons. Upon "completion'of each investigation, the contractor Will inform every complainant of all of his avenues of appeal. 6. Training and Promotion: `,a The contractor will assist in locating, qualifying, and increasing the skills of minority group and women employees, and applicants for employment. b. Consistent with the contractor's workforce requirements.and as permissible under Federal and State regulations, the contractor shall make full use of training programs, i.e., apprenticeship, and on- the -job training programs.forthe geographical area of contract performance, Where feasible, 25 percent of apprentices or trainees in each occupation shall be in their first year of apprenticeship or training. In the event a special provision, for training is provided under this contract, this subparagraph will be superseded.as'indicated in the special provision c The contractor will advise employees. and applicants for employment of available training programs and entrance requirements for each The contractor will periodically review the training and promotion potential of minority group and women employees and will encourage eligible employees to apply for such training and promotion 7 " Unions: If the contractor relies in whole or in part upon unions as a source of employees, the contractor will use his /her best efforts to obtain the cooperation of such unions to increase opportunities for minority groups and women within the unions, and to effect referrals by such unions of. minority and female employees Actions by the contractor either directly or through a contractor's association acting as agent will include the procedures set forth below: a The contractor will use best -efforts to develop, in cooperation with the unions, joint training programs aimed toward qualifying more minority group members and women for membership in the unions and increasing the skills of minority group employees and women so that they may qualify for higher paying employment. b The contractor will use best efforts to incorporate an EEO clause into each union agreement to the end that such union will be contractually bound to refer applicants without regard to their race, color, religion, sex, national origin, age or disability C. The contractor is to obtain information as to the referral practices' and policies of the labor union except that to the extent such information is within the exclusive possession of the labor union and such labor union refuses to furnish such information to the contractor, the contractor shall so certify to the SHA and shall set forth what efforts have been made to obtain such information. d 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 agreement, the contractor will, through independent recruitment efforts, fill the employment vacancies without regard to race, color, religion, sex, national origin, age or disability; making full efforts to obtain qualified and /or qualifiable minority group persons and women (The DOL 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 employees ) In the event the union referral practice prevents the contractor from meeting the obligations pursuant to Executive Order 11246, as amended, and these special provisions, such contractor shall immediately notify the SHA. Selection of Subcontractors, Procurement of Materials and Leasing of Equipment: The contractor shall not discriminate on4he grounds of race, color, religion, sex, national origin, age or disability in the selection and retention of subcontractors, including procurement of materials and leases of equipment. The contractor shall .notify all potential subcontractors and suppliers of his /her EEO obligations under this contract. Disadvantaged business enterprises (DBE), as defined in 49 CFR 23, shall have equal opportunity to compete for and perform subcontracts which the contractor enters into pursuant to this contract. The contractor will use his best efforts to solicit bids from and to utilize DBE subcontractors or subcontractors with meaningful minority group add female representation among their employees Contractors shall obtain lists of'DBE construction firms from SHA personnel. C. The contractor will use his best efforts to ensure subcontractor compliance with their ' EEO obligations 9 Records and Reports: The contractor shall keep such records as necessary to document compliance with the EEO requirements Such records shall be retained for a period of three' years following completion of the contract work and shall be available at,reasonable times and places for inspection by authorized representatives of the SHA and the FHWA. a. The records kept by the contractor shall document the following 1 The number of minority and non - minority group members and women employed in each work classification on the project; 2. The progress and efforts being made in cooperation with unions, when applicable, to increase employment opportunities for minorities and women, 3 The progress and efforts being made in locating, hiring, training, qualifying, and upgrading minority and female employees; and 4 The progress and efforts being made in securing the services of DBE subcontractors or subcontractors with meaningful minority and females representation among their employees. b The contractors -will submit an annual report to the SHA each. July for the duration of the project, indicating the number of minority, women, and non- minority. group employees currently engaged in each work classification required by =the contract work. This information is to be reported on Form FHWA -1391 Af on- the -job training is being required by special provision, the contractor will be required to collect'and report training data III NONSEGREGATED FACILITIES (Applicable to all Federal -aid construction contracts and to all related'subcontracts of $10,000 or more.) a By submission of this bid, the execution of this contract or subcontract, or the consummation of this material supply agreement or purchase order, as appropriate, the bidder, Federal -aid construction, contractor; subcontractor, material supplier, or vendor, as appropriate, certifies that the firm does not maintaimor provide for its employees any segregated facilities at any of its establishments,, and that the firm does not permit its employees to perform their services at any location, under.its control, where segregated facilities are maintained The firm agrees that a breach of this certification is a violation of the EEO provisions of this contract. The firm further certifies that no employee will be denied access to adequate facilities on the basis of sex or disability b. As used in this certification, the term "segregated facilities" means any waiting rooms, work areas, restrooms and washrooms, restaurants and other eating areas, timeclocks, locker rooms, and other storage or dressing areas; parking lots, drinking fountains, recreation or entertainment areas, transportation, and housing facilities provided for employees which are segregated by explicit directive, or are, in fact, segregated on the basis of race, color, 6 J 1 religion, national origin, age or disability, because of habit, local custom, or otherwise The only exception will be for the disabled when the demands for accessibility override (e g ' disabled parking). c. The contractor agrees that it has obtained or will obtain identical certification from proposed subcontractors or material suppliers prior to award of subcontracts or consummation of material supply agreements of $10,000 or more and that it will retain such certifications in its files. ' IV PAYMENT OF PREDETERMINED MINIMUM WAGE (Applicable to all Federal -aid construction contracts exceeding $2,000 and to all related subcontracts, except for projects located on roadways classified as local roads or rural minor ' collectors, which are exempt.) R 1 General: 1 a. All mechanics and laborers employed or working upon the site of the work will be paid unconditionally and not less often than, once a week and without ' subsequent deduction or rebate on any account [except such payroll . deductions as are permitted by regulations (29 CFR 3) issued by the Secretary of Labor under the Copeland Act (40 U S.0 276c)] the full amounts of wages and bona' fide fringe benefits (or cash equivalents thereof) due at time of payment. The payment shall be computed at wage rates not less'than those contained in the wage determination of the Secretary . of Labor (hereinafter ''the wage determination ") which is attached ' hereto and made a part hereof, regardless of any contractual relationship which may be alleged to exist between the contractor or its subcontractors and such laborers and mechanics. The wage determination (including any ' additional classifications and,wage rates conformed under paragraph 2 of this Section IV and the DOL poster (WH -1321) or Form FHWA -1496) shall be posted at all times by the contractor and its subcontractors at the site of ' the work in a prominent and accessible place where it can be easily seen by the workers. For the purpose of this Section, contributions made or costs reasonably anticipated for bona fide fringe benefits under Section 1(b)(2) of ' the Davis -Bacon Act (4b U S C'27 6a) on behalf of laborers or mechanics are considered wages paid to such laborers or mechanics, subject to the provisions of Section IV, paragraph 3b, hereof Also, for the purpose of this ' Section, regular contributions made or costs incurred for more than a weekly period (but not less often than quarterly) under plans, funds, or programs, which cover the particular weekly period, are deemed to be constructively ' made or incurred during such weekly period. Such laborers and mechanics shall be paid the appropriate wage rate and fringe benefits on the wage determination for the classification of work actually performed, without regard to skill, except as provided in paragraphs 4 and 6 of this Section IV b Laborers or mechanics performing work in more than one classification may be compensated at the rate specified for each classification for the time actually worked therein, provided, that the employer's payroll records 2 accurately set forth the time spent in each classification in which work is performed c. All rulings and interpretations of the Davis -Bacon Act and related acts contained in 29 CFR 1, 3, and 5 are herein incorporated by reference in this contract. Classification: The SHA contracting officer shall require that any class, of laborers or mechanics employed under the contract,, which is not "listed in the wage determination, shall be classified in conformance with the wage determination. The contracting officer shall approve an additional classification, wage rate and fringe benefits only when the following criteria-, have been met: 1 the work to "be performed by the additional classification requested is not performed by a classification in the wage determination, 2. , the additional classification is utilized in, the area by the construction industry; 3 the proposed wage rate, including any bona fide fringe benefits, bears a reasonable relationship to the wage'rates contained in the wage determination, and 4 with respect to helpers, when such a classification. "prevails in the area in which the work is performed If-the contractor or subcontractors, as appropriate, the laborers and mechanics (if known) to be employed in the additional classification or their representatiyes,,'and the contracting officeragree on the classification and wage rate (including the amount designated for fringe benefits where appropriate), a report of the.action taken shall be sent by'the contracting officer.to the DOL,.Administrator of the Wage and Hour Division, Employment Standards Administration, Washington , - D C.20210 The Wage and Hour Administrator, or an authorized representative, will approve, modify, or disapprove every additional classification action within 30 days of receipt and so advise the contracting officer or will notify the contracting officer within the 30 -day period that additional time is necessary. In the event the contractor or subcontractors, as appropriate, the laborers or mechanics to be employed in the additional classification or their representatives, and the contracting officer do not agree on the proposed classification and wage rate (including the amount designated for fringe benefits, where appropriate),-the contracting officer shall refer the questions, including the views of all interested parties and the recommendation of the contracting officer, to the Wage and Hour Administrator for determination Said Administrator, or an authorized representative, will issue a determination within 30 days of receipt and so advise the contracting officer or will notify the contracting officer within the 30 -day period that additional time is necessary The wage rate (including fringe benefits where appropriate) determined pursuant to paragraph 2c or 2d of this Section IV shall be paid to all workers performing work in the additional classification from the first day on which work is performed in the classification Payment of Fringe Benefits: Whenever the minimum wage rate prescribed in the contract for a class of laborers or mechanics includes a fringe benefit which is not expressed as an hourly rate, the contractor or subcontractors, as appropriate, shall either pay the benefit as stated in the wage determination or shall pay another bona fide fringe benefit or an hourly case equivalent thereof ' b If the contractor or subcontractor, as appropriate, does not make payments to a trustee or other third person, he /she may consider as a part of the wages of any laborer or mechanic the amount of any costs reasonably anticipated in providing ' bona fide fringe benefits under a plan or program, provided, that the Secretary of Labor has found, upon the written request of the contractor, that the applicable standards of the Davis -Bacon Act have been met. The Secretary of Labor may. ' require the contractor to set aside in a separate account assets for the meeting of obligations under the plan or program. Apprentices and Trainees (Programs of the U.S. DOL) and Helpers: a Apprentices- Apprentices will be permitted to work at less than the predetermined rate for the work they performed when they are employed pursuant to and individually registered in a bona fide apprenticeship program registered with the DOL, Employment and Training Administration, Bureau of Apprenticeship and Training, or with a State apprenticeship agency recognized by the Bureau, or if a person is employed .in his /her first 90 days of.probationary employment as an apprentice in such an apprenticeship program, who is not individually registered in the program, but who has been certified by the Bureau of Apprenticeship and Training or a State apprenticeship agency (where appropriate) to be eligible for probationary employment as an apprentice. The allowable ratio of apprentices to journeyman -level employees on the job'site in any ,craft classification shall not be greater than the ratio permitted to the contractor as to the entire work force under the registered program. Any employee listed on a payroll at an apprentice wage rate, who is not registered or otherwise employed as stated above, shall be paid not less than the applicable wage rate listed in the wage determination for the classification of work actually performed In addition, any apprentice performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed Where a contractor or subcontractor is performing construction on a project in a locality other than that in which its program is registered, the ratios and wage rates (expressed in percentages of the journeyman -level hourly rate) 9 specified in the contractor's or subcontractor's registered program shall be observed Every apprentice must be paid at.not less than the rate specified in the registered program for the apprentice's level of progress, expressed as a percentage of the journeyman -level hourly rate specified in the applicable wage determination. Apprentices shall be paid fringe benefits in accordance with the provisions of the apprenticeship program If the apprenticeship program does not specify fringe benefits, apprentices must be paid the full amount•of fringe benefits listed on the wage determinatioh for the applicable classification. If the Administrator for the Wage and Hour Division determines that a different practice prevails for the applicable apprentice classification, fringes shall be paid in accordance with that determination. In the event the Bureau of Apprenticeship and Training, or a State apprenticeship agency recognized by the Bureau, withdraws approval of an apprenticeship program, the contractor or subcontractor will no longer be permitted to utilize apprentices at less than the applicable predetermined rate' for the comparable work performed by regular employees until an acceptable program is approved b Trainees. 1 Except as provided in 29 CFR 5 16, trainees will not'be permitted to work at less than the predetermined rate for. the work performed unless they are employed pursuant to and individually registered,in a program which has received prior approval, evidenced by formal certification by the DOL, Employment and Training Administration 2 The ratio of trainees to journeyman -level employees on the job site shall not be greater than permitted under the plan approved by the Employment and Training Administration Any employee listed on the payroll at a trainee rate who'.is not registered and participating in a training plan approved by the Employment and Training Administration shall be paid not less than the applicable wage rate on the wage determination for the classification of work actually performed. In addition,, any trainee performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed Every trainee must be paid at not less than the rate specified in the approved program for his /her level of progress, expressed as a percentage of the journeyman - level hourly rate specified in the applicable wage determination Trainees shall be, paid fringe benefits in accordance with the provisions of the trainee program If the trainee program does not mention fringe benefits, trainees shall be paid the full amount of fringe benefits listed on the wage determination unless the Administrator of the Wage and Hour Division determines that there is an apprenticeship program associated with the corresponding journeyman -level wage rate on the wage determination which provides for less than full fringe benefits for apprentices, in which case such trainees shall receive the same fringe benefits as apprentices 10 4 In the event the Employment and Training Administration withdraws approval of a training program, the contractor or subcontractor will no longer be permitted to utilize trainees at less than the applicable predetermined rate for the work performed until an acceptable program is approved. c. Helpers Helpers will be permitted to work on a project if the helper classification is specified and defined on the applicable wage determination or is approved pursuant to the conformance procedure set forth in Section IV.2 Any worker listed on a payroll at a helper wage rate, who is not a helper under a approved definition, shall be paid not less than the applicable wage rate on the wage determination for the classification of work actually performed. ' 5 Apprentices and Trainees (Programs of the U.S. DOT): Apprentices and trainees working under apprenticeship and skill training programs which have been certified by the Secretary of Transportation as promoting EEO in connection with Federal -aid highway construction programs are not subject to the requirements of paragraph 4 of this Section IV. The straight time hourly wage rates for apprentices and trainees under such programs will be .established by the particular programs. The ratio of apprentices and ' trainees to journeymen shall not be greater than'permitted by the terms of the particular program ' 6 Withholding: The SHA shall upon its own action or upon written request of an authorized representative ' of the DOL withhold, or cause to be withheld, from the contractor or subcontractor under this contract or any other Federal contract with the same prime contractor,_ or any other Federally- assisted contract subject to Davis -Bacon prevailing wage requirements which is ' held by the same prime contractor, as much of the accrued payments or advances as may be considered necessary to pay laborers and mechanics, including apprentices, trainees, and helpers, employed by the contractor or any subcontractor the full amount of wages ' required by the contract. In the event of failure to pay any laborer or mechanic, including any apprentice, trainee, or helper, employed or working on the site of the work, all or part of the wages required by the contract, the SHA contracting officer may, after written notice to the contractor, take such action as may be necessary to cause the suspension of any further ' payment, advance, or guarantee of funds until such violations have ceased Overtime Requirements: No contractor or subcontractor contracting for any part of the contract work which may require or involve the employment of laborers, mechanics, watchmen, or guards (including ' apprentices, trainees, and helpers described in paragraphs 4 and 5 above) shall require or permit any laborer, mechanic, watchman, or guard in any workweek in which he /she is employed on such work, to work in excess of 40 hours in such workweek unless such ' laborer, mechanic, watchman, or guard receives compensation at a rate not less than one - and- one -half times his /her basic rate of pay for all hours worked in excess of 40 hours in such workweek. ' 1] 8 Violation: Liability for Unpaid Wages, Liquidated Damages In the event of any violation of the clause set forth in paragraph 7 above, the contractor and any subcontractor responsible thereof shall be liable to the affected employee for his /her unpaid wages. In addition, such contractor and subcontractor shall be liable to the United States (in the case of work done under contract for the District of Columbia or a territory, to such District or to such territory) for liquidated damages. Such liquidated damages shall be computed with respect to each individual laborer, mechanic, watchman, or guard employed in violation of the clause set forth in paragraph 7, in the sum of $10 for each calendar day on which such employee was required or permitted to work in excess of the standard work week of 40 hours without payment of the overtime wages required by the clause set forth in paragraph 7 9 Withholding for Unpaid Wages and Liquidated Damages: The SHA shall upon its own action or upon written request of any authorized representative of the DOL withhold, or cause to be withheld; from any monies payable on .account of work performed by the contractor or subcontractor under any such contract or any other Federal contract with the same prime contractor,'or'any other - Federally- assisted contract subject to the Contract Work Hours and Safety Standards Act; which is held by the same prime contractor, such sums as maybe determined to be necessary to satisfy any liabilities of such contractor or subcontractor for unpaid wag_ es and liquidated damages-as provided in the clause set fort h in paragraph 8. above V STATEMENTS AND PAYROLLS (Applicable to all Federal -aid construction contracts exceeding $2,000 and to all related subcontracts, except for projects located on roadways classified as local roads or rural collectors, which are exempt.) 1 Compliance with Copeland Regulations (29 CFR 3): The contractor shall comply with the Copeland Regulations of the Secretary of Labor which are herein incorporated by reference 2. Payrolls and Payroll Records: Payrolls and basic records relating thereto shall be maintained by the contractor and _ each subcontractor during the course of the work and preserved for a period of 3 years from the date of completion of the contract for all laborers, mechanics, apprentices, trainees, watchmen, helpers, and guards working at the site of the work. The payroll records shall contain the name, social security number,. and address of each such.employee, his or her correct classification, hourly rates of wages paid (including rates of contributions or costs anticipated for bona fide fringe benefits or cash equivalent thereof the types described in Section 1(b)(2)(B) of the Davis Bacon Act), daily and weekly number4of hours worked, deductions made, and actual wages paid In addition, for Appalachian contracts, the payroll records shall contain a notation indicating whether the employee does, or does not, normally reside in the 12 labor area as defined in Attachment A, paragraph 1. Whenever the Secretary of Labor, pursuant to Section IV, paragraph 3b, has found that the wages of any laborer or mechanic include the amount of any costs reasonably anticipated in providing benefits under a plan or program described.in Section 1(b)(2)(B) of the Davis Bacon Act, the contractor and each subcontractor shall maintain records which show that the commitment to provide such benefits is enforceable, that the plan or program is financially responsible, that the plan or program has been communicated in writing to the laborers or mechanics affected, and show the cost anticipated or the actual cost incurred in providing benefits Contractors or subcontractors employing apprentices or trainees under approved programs shall maintain written evidence of the registration of apprentices and trainees, and ratios and wage rates prescribed in the applicable programs Each contractor and subcontractor shall furnish, each week in which any contract work is performed, to the SHA resident engineer a payroll of wages paid each of its employees (including apprentices; trainees, and helpers, described in Section IV, paragraphs 4 and 5, and watchmen and guards engaged on work during the preceding weekly payroll period) The payroll submitted shall set out accurately and completely all of the information required to be maintained under paragraph 2b of this Section V This information may be submitted in any form desired Optional - Form WH -347 is available for this purpose and may -be purchased from the Superintendent of Documents (Federal stock.number 029- 005 - 0014 -1), U S. Government Printing Office, Washington, D C 20402 The prime contractor is responsible for the submission of copies of payrolls by all subcontractors. Each payroll submitted shall be accompanied by a "Statement of Compliance," signed by the contractor or subcontractor or his /her agent who pays or supervises the payment of the persons employed under the contract and- shall certify the following 1 that the payroll for the payroll period contains the information required to be maintained under paragraph 2b of this Section V and that such information is correct and complete, ' 2. that such laborer or mechanic (including each helper, apprentice, and trainee) employed on the contract during the payroll period has been paid the full weekly wages earned, without rebate, either directly or indirectly, and that no deductions have been made either directly or indirectly from the full wages ' earned, other than permissible deductions as set forth in the Regulations, 29 CFR 3, ' 3 that each laborer or mechanic has been paid not less that the applicable wage rate and fringe benefits or cash equivalent for the classification of worked performed, as specified in the applicable wage determination incorporated into ' the contract. e The weekly submission of a properly executed certification set forth on the reverse t side of Optional Form WH -347 shall satisfy the requirement for submission of the "Statement of Compliance" required by paragraph 2d of this Section V 13 VII f The falsification of any of the above certifications may subject the contractor to civil ' or criminal prosecution under 18 U S C 1001 and 31 U S C 231 g. The contractor or subcontractor shall make the records required under paragraph 2b ' of this Section Vavailable for inspection, copying, or transcription by authorized representatives of the SHA, the'FHWA, or the DOL, and shall "permit such ' representatives to interview employees during working hours on the job If the contractor or subcontractor fails to submit the required records or to make them available, the SHA, the FHWA, the DOL, or all.may, after written notice,to the contractor, sponsor, applicant, or owner, take such actions as may be.necessary to- cause-the suspension of any further payment, advance, or guarantee of funds. Furthermore, failure to submit the required records upon request or to make such records available may be grounds for debarment action pursuant to 29 CFR 5 12 ' VI RECORD OF MATERIALS, SUPPLIES, AND LABOR 1.. On all Federal -aid contracts on the National Highway System, except those which provide ' solely for the installation of protective devices at railroad grade crossings, those which are constructed on a force account or direct labor basis,. highway'beautification contracts, and ' contracts for which the total final construction cost for roa_ dway and .bridge is less than $1,000,000 (23, CFR 635) the contractor shall- a Become familiar with ' a th the list of specific materials and supplies contained in Form_ FHWA -47, "Statement of Materials and Labor Used by Contractor of Highway Construction Involving Federal Funds," prior to'the commencement of work under r this contract. b Maintain a record of the total cost of all materials and supplies purchased for and ' incorporated in the work, and also of the quantities of those specific materials and supplies listed on Form'FHWA -47, and in the units shown on Form FHWA -4 7. c furnish, upon the completion of the contract,'to the SHA resident engineer on -Form , FHWA -47 together with the data required in paragraph 1b relative to materials-arid supplies, a final labor summary of all contract work indicating the total hours worked ' and the total amount earned 2 At the prime contractor's option, either a single report covering all contract work or separate I reports for the contractor and for each subcontract shall be submitted. SUBLETTING OR ASSIGNING THE CONTRACT ' The contractor shall perform with its own organization contract work amounting to not less than 30 percent (or a greater percentage if specified elsewhere in the contract) of the total ' original contract price, excluding any specialty items designated by the State Specialty items may be performed by subcontract and the amount of any such specialty items performed may be deducted from the total original contract price before computing the ' amount of work required to be performed by the contractor's own organization (23 CFR 635). 14 a "Its own organization" shall be construed to include only workers employed and paid directly by the prime contractor and equipment owned or rented by the prime contractor, with or without operators. Such term does not include employees or equipment of a subcontractor; assignee, or agent of the prime contractor ' b "Specialty Items" shall be construed to be limited to work that requires highly specialized knowledge, abilities, or equipment not ordinarily available in the type of contracting organizations qualified and expected to bid on the contract as a whole and in general are to be limited to minor components of the overall contract. 2. The contract amount upon which the requirements set forth in paragraph 1 of Section VII is computed includes the cost of material and manufactured products which are to be purchased or produced by the contractor under the contract provisions. ' 3 The contractor shall furnish (a) a competent superintendent or supervisor who is employed by the firm, has full authority to direct performance of the work in accordance with the t contract requirements, and is in charge of all construction operations (regardless of who performs the work) and (b) such other of its own organizational resources (supervision, management, and engineering services) as the SHA contracting officer determines is necessary to assure the performance of the contract. ' 4 No portion of the contract shall be sublet, w' assigned or otherwise disposed of except 9 p p with the written consent of the SHA contracting officer, or authorized representative, and such ' consent when given shall not be construed to relieve the contractor of any responsibility for the fulfillment of the contract. Written consent will be given only after the SHA has assured that each subcontract is evidenced in writing and that it contains all pertinent provisions and requirements of the prime contract. VIII SAFETY: ACCIDENT PREVENTION ' 1 In the Performance of this contract the contractor shall comply with all applicable Federal, State, and local laws governing safety, health, and sanitation (23 CFR 635). The contractor ' shall provide all safeguards, safety devices and protective equipment and take any other needed actions as it determines, or as the SHA contracting officer may determine, to be reasonably necessary to protect the life and health of employees on the job and the safety of ' the public and to protect property in connection with the performance of the work covered by the contract. 2 It is a condition of this contract, and shall be made a condition of each subcontract, which ' the.contractor enters into pursuant to this contract, that the contractor and any subcontractor shall not permit any employee, in performance of the contract, to work in surroundings or under conditions which are unsanitary, hazardous or dangerous to his /her health or safety, ' as determined under construction safety and health standards (29 CFR 1926) promulgated by the Secretary of Labor, in accordance with Section 107 of the Contract Work Hours and Safety Standards Act (40 U S C 333). 15 IVA Pursuant to 29 CFR 1926 3, it is a condition of this contract that the Secretary of Labor or- au , thorized representative thereof, shall have right of entry to any site of. contract performance to inspect or investigate the matter of compliance with the construction safety and health standards and to carry out the duties of the Secretary under Section 107 of the Contract Work Hours and Safety Standards Act (40 U S C 333). FALSE STATEMENTS CONCERNING HIGHWAY PROJECTS In order to assure high quality and durable construction in conformity with approved plans and specifications and a high degree of reliability on statements and representations made by engineers, contractors, suppliers, and workers on Federal -aid highway projects, it is essential that all persons concerned with the project perform "their functions as carefully, thoroughly, and honestly asi possible Willful, falsification, distortion, or misrepresentation with respect to any facts related to the project is a violation of Federal law To prevent anymisunderstanding regarding the seriousness of these and similar acts, the following notice shall be posted on Bach Federal -aid highway pr6ject.(23 CFR 635) in one or more places where it is readily available to all persons concerned with the project: NOTICE TO ALL PERSONNEL ENGAGED ON FEDERAL -AID HIGHWAY PROJECTS 18 LI S C 1020 reads as follows- "Whoever, being an officer, agent, or employee of the United States, or of any State or Territory, or whoever, whether a person, association, firm, or corporation, knowingly makes any false statements false representation, or false report as to the character., quality, quantity,. or cost of the material used or to be used, or the quantity or quality of the work performed or to be performed, or the cost thereof in connection with the submission of plans, maps, specifications, contracts, or costs of construction on any highway or related project submitted for approval to the Secretary of Transportation; or Whoever knowingly makes any false statement, false representation, false report or false claim with respect4o the character, quality, quantity, or cost of any work performed or to be performed, or materials furnished or to be furnished, in connection with the construction of any highway or related project approved by the Secretary of Transportation; or Whoever knowingly makes any false statement or false representation as to material fact in any statement, certificate, or report submitted pursuant to provisions of the Federal -aid Roads Act approved July 1, 1916, (39 Stat. 355), as amended and supplemented; Shall be fined not more that $10,000 or imprisoned not more than 5 years or both. " ffel ' X. IMPLEMENTATION OF CLEAN AIR ACT AND FEDERAL WATER POLLUTION CONTROL ACT (Applicable to all Federal -aid construction contracts and to all related subcontracts of $100,000 or ' more ) By submission of this bid or the execution of this contract, or subcontract, as appropriate, the bidder, ' Federal -aid construction contractor, or subcontractor, as appropriate, will be deemed to have stipulated as follows 1 That any facility that is or will be utilized in the performance of this contract, unless such contract is exempt under the Clean Air Act, as amended (42 U S C 1857 et sec , as amended by Pub L. 91 -604), and under the Federal Water Pollution Control Act, as amended (33 U S C 1251 et sea , as amended by Pub L. 92 -500), Executive Order 11738, ' and regulations in implementation thereof (40 CFR 15) is not listed, on the date of contract award, on the U S Environmental Protection Agency (EPA) List of Violating Facilities pursuant to 40 CFR 15.20 ' 2. That the firm agrees to comply and remain in compliance with all the requirements of Section 114 of the Clean Air Act and Section 308 of the Federal Water Pollution Control Act and all ' regulations and guidelines listed thereunder 3 That the firm shall promptly notify the SHA of the receipt of any communication from the ' Director, Office of Federal Activities, EPA, indicating that a facility,that is or will be utilized for the contract is under consideration to be listed on the EPA List of Violating Facilities 4 That the firm agrees to include or cause to be included the requirements of paragraph 1 through 4 of this Section X in every nonexempt subcontract, and further agrees to take such action as the government may direct as a means of enforcing such requirements. ' XI CERTIFICATION REGARDING DEBARMENT, SUSPENSION, INELIGIBILITY AND VOLUNTARY EXCLUSION ' 1 Instructions for Certification - Primary Covered Transactions: (Applicable to all Federal -aid contracts - 49 CFR 29) ' a. By signing and submitting this proposal, the prospective primary participant is providing the certification set out below. tb The inability of a person to provide the certification set out below will not necessarily result in denial of participation in this covered transaction The prospective participant shall submit an explanation of why it cannot provide the certification set out below. The certification or explanation will be considered in connection with the department or agency's determination whether to enter into this transaction However, failure of the prospective primary participant to furnish a certification or an explanation shall disqualify such a person from participation in this transaction 17 C. The certification in this clause is a material representation of fact upon which reliance was placed when the department or agency determined to enter into this transaction If it is later determined that the prospective primary participant knowingly rendered an erroneous certification, in addition to other remedies available to the Federal Government, the department or agency_ may terminate this transaction for cause of default. The prospective primary participant shall provide immediate written notice to the department or agency to whom this proposal is submitted if any time the prospective primary participant learns that its certification,was erroneous when submitted or has become erroneous by reason of changed circumstances e The terms "covered -transaction," "debarred," " suspended," "ineligible," "lower tier covered transaction," "participant," "person," "primary covered transaction;" "principal," "proposal," and "voluntarily excluded," as used in this clause; have the meanings set out in the Definitions and Coverage sections of rules implementing Executive Order 12549 You may contact the department or agency to which this proposal is submitted for assistance in obtaining a copy.-of those regulations f. The prospective primary participant agrees by submitting this proposal that, should the, proposed covered transaction_be entered into, it shall not knowinglyenter into any lower tier covered transaction with a person who is debarred; suspended, declared ineligible, or voluntarily excluded from,participation•in this covered , transaction, unless authorized by the department or agency entering into this transaction. The prospective primary participant.further agrees by submitting this proposal that it will include the clause titled "Certification Regarding Debarment, Suspension, . Ineligibility and Voluntary Exclusion -Lower Tier Covered Transaction;" provided by the department or agency entering into this covered transaction; without modification, in all lower tier covered transactions and in all solicitations for lower tier covered transactions A participant in a covered transaction may rely upon a certification of a prospective participant in a lower tier covered transaction that is not debarred, suspended, ineligible, or voluntarily excluded from the covered transaction, unless it knows that the certification is erroneous A participant may decide the method and frequency by which it determines th&eligibility of its principals. Each participant may, but is not required to, check the nonprocurement portion of the "Lists of Parties Excluded From Federal Procurement or Nonproeuremenf Programs" (Nonprocurement List) which is compiled by the General Services Administration. Nothing contained in the foregoing shall be construed to require establishment of a system of records in order to render in good faith the certification required by this clause The knowledge and information of participant is not required to exceed that which is normally possessed by a prudent person in the ordinary course of business dealings UK j Except for transactions authorized under paragraph f of these instructions, if a participant in a covered transaction knowingly enters into a lower tier covered ' transaction with a person who is suspended, debarred, ineligible, or voluntarily excluded from participation in this transaction, in addition to other remedies available to the Federal Government, the department or agency may terminate this ' transaction for cause or default. ' Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion- - Primary Covered Transactions ' 1. The prospective primary participant certifies to the best of its knowledge and belief, that it and its principals. a. Are not presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from covered transactions by any Federal department or agency; b Have not within a 3 -year period preceding this proposal been convicted of or had a civil judgement rendered against them for commission of fraud or a criminal offense ' in connection with obtaining, attempting to obtain, or performing a public (Federal, State or local) transaction or contract under a public transaction, violation of Federal or State antitrust statutes or commission of embezzlement, theft, forgery, bribery, falsification or destruction of records, making false statements', or receiving stolen property; c. Are not presently indicted for or otherwise criminally or civilly charged by a ' governmental entity (Federal, State or local) with commission of any of the offenses enumerated in paragraph lb of this certification, and ' d Have not within a 3 -year period preceding this application /proposal had one or more public transactions (Federal, State or local) terminated for cause or default. ' 2 Where the prospective primary participant is unable to certify to any of the statements in this certification, such prospective participant shall attach an explanation to this proposal ' 2 Instructions for Certification - Lower Tier Covered Transactions: (Applicable to all subcontracts, purchase orders and other lower tier transactions of $25,000 ' or more - 49 CFR 29) a. By signing and submitting this proposal, the prospective lower tier is providing the certification set out below \ The certification in this clause is a material representation of fact upon which reliance was placed when this transaction was entered into if it is later determined that the prospective lower tier participant knowingly rendered an erroneous certification, in addition, to other remedies available to the Federal Government, the ' department, or agency with .which this transaction originated may pursue available remedies, including suspension and /or debarment. c. The prospective lower tier.participant shall provide immediate written notice to the ' person to which this proposal is submitted if at any time the prospective lower tier participani.learns that its certification "was erroneous by reason of changed circumstances , The terms "covered transaction,," "debarred," "suspended;" "ineligible;" "primary covered transaction," "participant," "person;" "principal," "proposal," and ".voluntarily excluded;" as used'in this clause, have the rneanirigs` set out in the Definitions and Coverage section's of rules implementing Executive Order 12549. You may contact the person' to which this proposal is submitted. for assistance `in obtaining a,copy of ' those regulations. e 'The prospective lower tier participant agrees by submitting this proposal that, should ' the:proposed covered transaction be entered -into, it shall not knowingly enter into any lower tier covered transaction with a person Who is. debarred, suspended, declared ineligible, or voluntarily excluded from parti- cipation in this covered transaction, unless authorized by the department or agency with which this ' transaction originated. f The prospectivelower tier participant further agrees by submitting this proposal that ' it will include this clause titled "Certification. Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion -Lower Tier Covered Transaction," without modification, in all lower tier covered transactions and in all solicitations for lower tier ' covered transactions. A participant in a covered transaction may'-rely upon a certification of. a prospective ' participant in a lower tier covered transaction.th'at is not debarred,. suspended, ineligible, or voluntarily excluded from the covered transaction,, unless it knows that the certification is erroneous A participant may decide the method and frequency by ' which it determines the eligibility of its principals. Each participant may, but is not required to, check the No6procuremeint List. Nothing contained in the foregoing shall be construed to require esta.blishmeritbf a system of records in order to render in ,good faith the certification 'required by this clause The knowledge and information -of participant is not required to exceed that which is normally possessed by a prudent person in the ordinary course of business ' dealings. 20 ' i Except for transactions authorized under paragraph a of these instructions, if a participant in a covered transaction knowingly enters into a lower tier covered transaction with a person who is suspended, debarred, ineligible, or voluntarily excluded from participation in this transaction, in addition to other remedies available to the Federal Government, the department or agency with which this transaction originated may pursue available remedies, including suspension and /or debarment. ' Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion - -Lower Tier Covered Transactions: 1 The prospective lower tier participant certifies, by submission of this proposal; that ' neither it nor its principals is presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from participation in this transaction by any Federal department or agency ' 2. Where the prospective lower tier participant is unable to certify to any of the statements in this certification,. such prospective participant shall attach an explanation to this ' proposal XII CERTIFICATION REGARDING USE OF CONTRACT FUNDS FOR LOBBYING ' (Applicable to all Federal -aid construction contracts and to all related subcontracts which exceed $100,000 - 49 CFR 20) t 1 The prospective participant certifies, by signing and submitting this bid or proposal, to the best of his or her knowledge and belief, that: a No Federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the ' awarding of any Federal contract, the making of any Federal grant, the making of any Federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal,, amendment, or modification of any Federal contract, grant, loan, or cooperative agreement. b' If any funds other than Federal appropriated funds have been paid or will be paid to ' any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with this Federal contract, grant, loan, or cooperative agreement, the undersigned shall complete and submit Standard Form -LLL, "Disclosure Form to Report Lobbying," in accordance with its instructions 21 2 This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into Submission of this certification is a ,prerequisite for making or entering into this transaction imposed by 31 U S C 1352. Any person who fails to file the required certification shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure 3 The prospective participant also agrees by submitting his or her, bid or proposal that he or she shall require that the language of this certification be included in all lower tier subcontracts, which exceed $100,000 and that all such recipients shall, certify and disclose accordingly 22 Under Section V, Paragraph 2d(2) is revised by deleting "helper" Section VI, Records Of Material, Supplies, And Labor, is deleted ' Amendment to Form FHWA 1273 Revised January 18, 2009 1 ATTACHMENT A - EMPLOYMENT PREFERENCE FOR APPALACHIAN CONTRACTS (Applicable to Appalachian contracts only.) During the performance of this contract, the contractor undertaking to do work which is, or reasonably may be, done as on -site work, shall give preference to qualified persons who regularly reside in the labor area as designated by the DOL wherein the contract work is situated, or the subregion, or the Appalachian counties of the State wherein the contract work is situated, except: a To the extent that qualified persons regularly residing in the area are not available For the reasonable needs of the contractor to employ supervisory or specially experienced personnel necessary to assure an efficient execution of the contract work. c. For the obligation of the contractor to offer employment to present or former employees as the result of a lawful collective bargaining contract, provided that the number of nonresident persons employed, under- this - subparagraph 1c shall not exceed 20 percent of the total number of employees employed by the contractor on the contract work, ,except as provided in subparagraph 4 below. 2 The contractor shall place a job order with the State Employment Service indicating (a) the classifications of the laborers, mechanics and other employees required to perform the contract work; (b) the number of employees required in each classification, (c) the date on which he estimates such employees will be required, and (d) any other pertinent information required by the State Employment Service to complete.the job order form The.job.order may be placed with the State Employment Service in writing or by telephone. If during the course of the contract work, the information submitted by the contractor in the original job order is substantially modified, he shall promptly notify the State Employment Service 3 The contractor shall give full consideration to all qualified job applicants referred to him by the State Employment Service. The contractor is not required to grant employment to any job applicants who, in his opinion, are not qualified to perform the classification of work required. 4 If, within 1 week following the placing of a job order by the contractor with the State Employment Service, the State Employment Service is unable to refer any qualified job applicants to the contractor, or less than the numbe9 requested, the State Employment' Service will forward a certificate to the contractor indicating the unavailability of applicants. Such certificate shall be made a part of the contractor's permanent project records. Upon receipt of this certificate, the contractor may employ persons who do not normally reside in the labor area to fill positions covered by the certificate, notwithstanding the provisions of subparagraph 1c above. 5. The contractor shall include the provisions of Sections 1 through 4 of this Attachment A in every subcontract for work which is, or reasonably may be, done as on -site work. 23 REQUIRED'CONTRACT PROVISIONS FEDERAL -AID CONSTRUCTION CONTRACTS (Exclusive of Appalachian Contracts) ,Under Section II, Paragraph 8b is revised as follows. The reference to 49 CFR 23 is revised to read 49 CFR 26. Under Section II, Paragraph 8b is supplemented with the following- The contractor, sub - recipient or subcontractor shall not discriminate on the basis of race, color, national origin, or sex in _the performance of this contract. The contractor' shall carry out applicable requirements of 49 CFR Part 26 in the award and administration•of US DO T - assisted contracts. Failure by the-contractor to carry out these. requirements is a material breach of this contract, which may result in the termination of this contract or such other re'medyas the recipient deems appropriate. Under Section ll; in accordance with standard specification 1 -08 1,(1) and applicable RCWs a new paragraph 8d is added.as follows; The contractor or subcontractor agrees to pay each subcontractor under this.prime contract for satisfactory performance of its contract•and /or agreement.no later'than.ten (10).days from the receipt ' of each payment the prime contractor receives from WS DOT or its sub - recipients. The•p�ime " contractor agrees;further to returns retainage payments to each subcontractor within, ten' (10), days after the subcontractor's work is satisfactorily completed. Any�delay or postponement of`payment.from the above referenced time feame•mayoccur'only for'good cause following written approval of the WSDOT: This clausecovers both DBE and non -DBE contractors. _ Under•Section'IV, Paragraph 2b(4) is deleted. ■ .Under Section IV, Paragraph 4, "and helpers" is deleted from the title ' Under Section IV, Paragraph 4a(1), add The provisions in this section allowing apprentices to work, at less than the - predetermined rate when ' they are'r�egistered in a bona fide apprenticeship program 'registered with the: U S Department of ' Labor, Employmentand Training Administration, or with'the Bureau of Apprenticeship and Training, does not preclude a requirement for the Contractor to pay apprentices the full applicable predetermined rate in; the ..event a State Apprenticeship, Agency, recognized by the,Bureau, has not ' approved, or, withdraws approval, of'ah apprenticeship program, Under'Section IV, Paragraph 4c is deleted,, Under Section IV, Paragraph 6 is revised by deleting "helpers" and "helper ". ' Under Section IV, Paragraph 7 is revised by deleting "helpers" Under Section V, Paragraph 2a,is revised by deleting "helpers" Under Section.V, Paragraph 2a, the frst'sentence is revised to read, "The payroll records shall ' contain the name and•an individually identifying number (e g , the last four digits of the employees social security number) for each such employee, his or•her correct classification; hourly rates `of wages-paid (including rates of contributions or costs anticipated for bona fide fringe benefits or cash equivalent thereof the types described in Section 1(b)(2)(B) of the Davis Bacon Act), daily and weekly I number of hours vvorked, deductions made, and'actual`'Wages paid Payrolls shall not include.the full social security number and home address of covered workers. Contractors 'and subcontractors shall maintain the full social security number 'and home address of each covered worker and 'shall provide ' them to the SHA upon request." AMENDMENT ' REQUIRED CONTRACT PROVISIONS FEDERAL -AID CONSTRUCTION CONTRACTS (Exclusive of Appalachian Contracts) ' Section I, General, is supplemented with the following t 7 Section 902 of the American Recovery and Reinvestment Act (ARRA) of 2009 requires that each contract awarded using ARRA funds must include a provision that provides the U.S. Comptroller General and his representatives with the authority to- "(1) to examine any records of the contractor or any of its subcontractors, or any State or local agency administering such contract, that directly pertain to, and involve transactions relating to, the contract or subcontract; and ' (2) to interview any officer or employee of the contractor or any of its subcontractors, or of any State or local government agency administering the contract, regarding such transactions." ' The Contractor shall include the following provision in all contracts, subcontracts, and other contracts for services for an ARRA funded project: ' "Accordingly,'the.Comptroller General and his representatives shall have the authority and rights as provided under Section 902 of the ARRA with respect to this contract, which is funded with funds made available under the ARRA. Section 902 further states that nothing in this section shall be interpreted to limit or restrict in any way any existing authority of the Comptroller General "Section 1515(a) of the ARRA provides authority for any representatives of the Inspector General to examine any records or interview any employee or officers ' working on this contract. The contractor is advised that representatives of the inspector general have the authority'to examine any record and interview any employee or officer of the contractor, its subcontractors or other firms working on this ' contract. Section 1515(b) further provides that nothing in this section shall be interpreted to limit or restrict in any way any existing authority of an inspector general ' ' Under Section ll, Paragraph 8b is revised as follows. The reference to 49 CFR 23 is revised to read 49 CFR 26 ' Under Section ll, Paragraph 8b is supplemented with the following The contractor, sub - recipient or subcontractor shall not discriminate on the basis of race, t color, national origin, or sex in the performance of this contract. The contractor shall carry out applicable requirements of 49 CFR Part 26 in the award and administration of USDOT- assisted contracts Failure by the contractor to carry out these requirements is a material breach of this contract, which may result in the termination of this contract or such other ' remedy as the recipient deems appropriate Amendment to Form FHWA 1273 ' Revised March 26, 2009 I 1 Under Section II, in accordance with standard specification 1 -08 1(1) and applicable RCWs a new paragraph 8d is added as follows. 1 The contractor or subcontractor agrees to pay each subcontractor under this prime contract for satisfactory performance of its contract and /or agreement no later than ten (10.) days from 1 the receipt of each payment the prime contractor receives from WSDOT or its sub - recipients. The prime contractor agrees further to return retainage payments to each subcontractor withih, ten (10) days after the subcontractor's work is satisfactorily completed Any delay or postponement of payment from the above referenced time frame may occur only for good 1 cause following written approval of the WSDOT This clause covers both DBE and.non -DBE contractors Under Section IV, the applicability statement is supplemented with the following- 1 (Applicable to all ARRA funded construction contracts and related subcontracts regardless of location, including projects on local roads or rural minor collectors, and Transportation Enhahcement,projects outside the highway right -of -way.) 1 Under Section IV, Paragraph 2b(4) is deleted. 'Under Section IV, Paragraph 4,. "and helpers" is deleted from the title 1 Under Section IV, Paragraph 4a(1), add The provisions in this section allowing apprentices to work at less`than the predetermined 1 rate-when they are registered in a bona -fide apprenticeship program registered with the U S. Department of Labor, Employment and Training Administration, or with the Bureau _of Apprenticeship and Training, does not preclude a requirement fort he C'ontractorto pay 1 apprentices the full applicable predetermined rate in the event a State Apprenticeship Agency, recognized by the Bureau, has not approved, or withdraws approval, of an apprenticeship program. _ 1 Under Section IV, Paragraph 4c is deleted Under Section IV, Paragraph 6 is revised by deleting "helpers" and "helper" 1 .Under Section IV, Paragraph 7 is revised by deleting "helpers ". Under Section V, the applicability statement is, supplemented with the following. 1 (Applicable to all ARRA funded construction contracts and related subcontracts regardless of location, including projects on local roads or rural minor collectors, and Transportation 1 Enhancement projects outside the highway right -of -way ) Under Section V, Paragraph 2a is revised by deleting "helpers" 1 . 1 Amendment to Form FHWA 1273 Revised March 26, 2009 1 2 Under Section V, Paragraph 2b, the first sentence is revised to read "The payroll records shall contain the name and an individually identifying number (e g., the last four digits of the employees social security number) for each such employee; his or her correct classification, hourly rates of wages paid (including rates of contributions or costs anticipated for bona fide fringe benefits or cash equivalent thereof the types described in Section 1(b)(2)(B) of the Davis Bacon Act); daily and weekly number of hours-worked, deductions made, and actual wages paid Payrolls shall not include the full social security number and home address of covered workers. Contractors and subcontractors shall maintain the full social security number and home address of each covered worker and shall provide them to the SHA upon request." Under'Section V, Paragraph 2d(2) is revised by deleting "helper" Section VI, Records Of Material, Supplies, And Labor, is deleted Amendment to Form FHWA 1273 Revised March 26. 2009 CITY OF YAKIMA, WASHINGTON CONTRACT DOCUMENTS FOR HINES ADDITION PHASE 1 AL � 59 6 `s` TONAL CITY PROJECT NO. 2312 HLA PROJECT NO. 11072 OWNER: ENGINEER: City of Yakima Huibregtse, Louman Associates, Inc. 129 N 2 "d Street 801 North 39th Avenue Yakima, WA 98901 Yakima, WA 98902 FUNDING AGENCIES: Washington State Department of Commerce — Community Development Block Grant Program AUGUST 2011 CITY OF YAKIMA YAKIMA COUNTY, WASHINGTON CONTRACT DOCUMENTS FOR HINES ADDITION PHASE 1 HLA Project No. 11072 TABLE OF CONTENTS PAGE NO. SECTION 1 - ADVERTISEMENT FOR BIDS ........... ........... ................................................... ......... 1 -1 ADVERTISEMENT FOR BIDS ...... ............................... . .. .... . . ...... ..................................... 1-2 SECTION 2 - INFORMATION FOR BIDDERS ..... ..................... ............................... ................ 2 -1 INFORMATION FOR BIDDERS ...................... ....... ................................................................. 2 -2 SECTION3 - BID PACKAGE ............................. ............. ...... .... ........... .......................... ............. 3-1 BIDDER'S CHECKLIST ............. ............................... . ............... ....... . .. ............................. 3-2 BIDPROPOSAL ......... ............................... . ... . ............................... ............................3 -4 UNIT PRICE BID PROPOSAL...... . . . ... .. .............................................................................. 3-5 BID PROPOSAL SIGNATURE PAGE ........ .. . ..... ......... ............................... ......... 3 -7 BIDBOND............ . ... .. . .. .... . ................................. ......... ............................................... 3-8 NON - COLLUSION AFFIDAVIT .......... ............................... .................... ...... .... ........ ........ 3-9 SURETY AND BIDDER INFORMATION.......... ............ ... .... ... ... ... .. ..... 3 -10 BIDDER CERTIFICATION REQUIRED BY EXECUTIVE ORDER 11246 ...... .......... .. ..3 -11 CONTRACTOR SECTION 3 PLAN ATTACHMENT 7 -D (1) ............... . ......... .......... ....3 -12 ATTACHMENT 7 -D (2) .......................... ............................ . ............ ...........................3 -13 SECTION 4 - CONTRACT AND RELATED MATERIALS ...... ..... . ....... ...... . . . ........................ 4-1 CONTRACT.......... ............................... ........ ........... ........ ............... ............................4 -2 CERTIFICATIONS .......................................................................................... ............................4 -3 PERFORMANCEBOND ................................................................. ............................... .....4 -4 PAYMENT BOND... .. . ........ .. .... . . .. ......................... 4-7 SCHEDULE OF WORKING HOURS ...................... ...................... ......... ................4 -10 SUBCONRACTOR CERTIFICATION REQUIRED BY EXECUTIVE ORDER 11246 ......... . .4-11 SECTION 3 SUMMARY REPORT ATTACHMENT 7 -D(3) ... . . ... ..... . . . ............................... 4-13 ATTACHMENT 7 -G (1) ...................... ..........................4 -15 SECTION 5 - LABOR STANDARDS AND WAGE RATE CONDITIONS ..................... ............ .... .... ...... 5-1 PREVAILING WAGE RATES ................. ..................... ...... ..... ................... ........... . . . ......... . . 5-2 DLI (YAKIMA COUNTY) EFFECTIVE 08/31/2011 BENEFIT KEY CODE EFFECTIVE 03/03/2011 SUPPLEMENTAL TO WAGE RATES EFFECTIVE 03/03/2011 FEDERAL WAGE DETERMINATION EFFECTIVE 06/01/2011 SECTION 6 - CDBG GENERAL CONDITIONS. .......... . . . ............................... ........... 6 -1 SECTION 7 - TECHNICAL SPECIFICATIONS ........................... ............................... ......... .. ......... 7-1 TABLE OF CONTENTS ... ............................... .... ...... .......... ......... ............................. 7 -2 APPENDIX A AMENDMENTS TO THE 2010 WSDOT STANDARD SPECIFICATIONS APPENDIX B CITY OF YAKIMA STANDARD DETAILS APPENDIX C SAMPLE INSURANCE CERTIFICATE APPENDIX D TRAFFIC CONTROL PLAN SECTION 1 - ADVERTISEMENT FOR BIDS IG: \PROJECTS \2011 \11072 \Hines Addition Final Specs.Doc 1 -1 ADVERTISEMENT FOR BIDS City of Yakima 129 N 2nd Street Yakima, WA 98901 The City of YAKIMA invites separate sealed BIDS for the construction of the HINES ADDITION PHASE 1, City Project No. 2312, HLA Project No 11072, including the following approximate major quantities of work: Schedule A — Street Improvements Construct new residential streets (approximately 650 LF) including 625 CY unclassified excavation, 800 TONS crushed surfacing, 250 TONS hot mix asphalt, 940 LF curb and gutter, 430 SY cement concrete sidewalk, storm drainage improvements, and street lighting. Schedule B — Sanitary Sewer Improvements Furnish and install of 640 LF of 8 -inch diameter sanitary sewer main, 210 LF 4 -inch diameter sanitary sewer service pipe, dewatering and other related work. This contract has forty (40) working days to complete the work (all schedules). Bids will be received by the City Clerk at Yakima City Hall, 129 N 2nd Street, Yakima, WA 98901, until 2:00 p m., September 7, 2011, and then shortly thereafter will be publicly opened and read aloud at the Yakima City Council Chambers located at 129 N 2nd Street. The CONTRACT DOCUMENTS may be examined at the following locations: Yakima City Hall, Yakima, Washington Huibregtse, Louman Associates, Inc., Yakima, Washington Tri -City Construction Council ' Yakima Plan Center Copies of the CONTRACT DOCUMENTS may be obtained at the office of HUIBREGTSE, LOUMAN ASSOCIATES, INC., 801 North 39th Avenue, Yakima, Washington, 98902, (509- 966 -7000) upon payment of 75.00 for each set, non - refundable. Project questions should be directed to Terry D. Alapeteri, Project Engineer at 509 - 966 -7000. All bid proposals shall be accompanied by a bid proposal deposit in cash, certified check, cashier's check or surety bond in an amount equal to five percent (5 %) of the amount of such bid proposal. Should the successful bidder fail to enter into such contract and furnish satisfactory performance bond and insurance within the time stated in the specifications, the bid proposal deposit shall be forfeited to the City of Yakima. All bids or proposals must be in writing on the form bound in the Specifications, 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 2000 -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 will affirmatively insure that in any contract entered into pursuant to this advertisement, disadvantaged business enterprises will be afforded full opportunity to submit bids in response to this invitation and will 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 all work on this project will be subject to the higher of the prevailing state or federal wage rates as set forth in the Contract Documents. 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. This project is partially funded by a federal grant from the U.S. Dept. of Housing and Urban Development and Washington State Department of Commerce Community Development Block Grant program. Deborah Kloster City Clerk Publish: August 17, 2011 August 24, 2011 G: \PROJECTS \2011 \11072 \Hines Addition Final Specs. Doc 1 -2 SECTION 2 - INFORMATION FOR BIDDERS IG: \PROJECTS \2011 \11072 \Hines Addition Final Specs.doc 2 -1 IINFORMATION FOR BIDDERS BIDS will be received by the City of Yakima, Washington (herein called the "OWNER "), at City Hall, 129 N 2nd Street, P.O. Box 3008, Yakima, Washington, 98901, until 2:00 p m., September 7, 2011, and then at the Yakima City Council Chambers publicly opened and read aloud. Each BID must be submitted in a sealed envelope, addressed to Yakima City Clerk, 129 N 2nd Street, Yakima, Washington, 98901. Each sealed envelope containing a BID must be plainly marked on the outside as BID for HINES ADDITION PHASE 1, 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 Yakima City Hall, 129 N 2nd Street, Yakima, Washington, 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 Performance and Payment BOND, each, 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 Surety must file 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. IG: \PROJECTS\2011 \11072 \Hines Addition Final Specs.doc 2 -2 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. The ENGINEER is Huibregtse, Louman Associates, Inc., represented by Terry D. Alapeteri, PE. The ENGINEER'S address is 801 North 39th Avenue, Yakima, Washington, 98902, phone: (509) 966 -7000, FAX: (509) 965 -3800 1 WPROJECTS \2011 \11072 \Hines Addition Final Specs.doc 2 -3 SECTION 3 - BID PACKAGE G: \PROJECTS \2011 \11072 \Hines Addition Final Specs.doc 3 -1 i BIDDER'S CHECKLIST The bidder's attention is especially called to the following forms which must be executed in full and submitted with the bid. (a) Bid Proposal The unit prices bid must be shown in the space provided Acknowledge all addenda in the space provided (b) Bid Signature Page To be filled in and signed by the bidder. (c) Bid Bond Deposit or Bid Bond Bid Bond Deposit Sign the Bid Bond 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. (d) Non - Collusion Affidavit Must be subscribed and sworn to before a Notary Public and included with the Bid Proposal. (e) Surety, and Bidder Information Fill in the Surety, and Bidder information. (f) Certification of Bidder Regarding Equal Employment Opportunity (Attachment 7 -B) To be filled in and signed by the bidder. (g) Contractor Section 3 Plan (Attachment 7 -D(1) and 7 -D(2)) To be filled in and signed by the bidder IG: \PROJECTS \2011 \11072\Hines Addition Final Specs.Doc 3 -2 The following forms are to be executed and /or submitted for approval after the Contract is awarded: (1) Contract. This Contract to be executed by the successful bidder and the City of Yakima. (2) Certifications. (3) Payment and Performance Bonds to be executed by the successful bidder and his Surety company. Provide Power of Attorney (4) Certificate of Public Liability and Property Damage Insurance must be provided by the successful bidder in accordance with the provisions of the Standard Specifications and Special Provisions. (5) Statement of Intent to Pay Prevailing Wages to be completed by successful bidder and by any and all subcontractors. (6) Schedule of Working Hours to be executed by the successful bidder. (7) Certification by proposed Subcontractor regarding Equal Employment Opportunity (DCD Attachment 7 -C) to be filled in and signed by all Subcontractors. (8) Section 3 Summary Report (Attachment 7 -D(3)) to be filled in by each Subcontractor and the Contractor. (9) Contractor /Subcontractor Contract Agreement (DCD Attachment 7 -G) to be filled in and signed by each Subcontractor and the Contractor G: \PROJECTS\2011 \11072 \Hines Addition Final Specs.Doc 3 -3 BID PROPOSAL A Proposal of (hereinafter called "BIDDER "), organized and existing under the laws of the State of doing business as '. 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 HINES ADDITION PHASE 1 — City Project No 2312, 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 within forty (40) working days of such NOTICE TO PROCEED: BIDDER further agrees to pay as liquidated damages the sum specified for each working day thereafter as provided in Article 4 03 of the Owner /Contractor Agreement. BIDDER acknowledges receipt of the following ADDENDA: Addenda will be posted on the Internet at the Engineer's website, www.hlacivii.com BIDDER agrees to perform all the work described in the CONTRACT DOCUMENTS for the following unit prices or lump sum amounts: ' Insert "a corporation," "a partnership," or "an individual" as applicable. IG: \PROJECTS \2011 \11072 \Hines Addition Final Specs.Doc 3 -4 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 HINES ADDITION PHASE 1 CITY PROJECT NO. 2312 ITEM NO. ITEM DESCRIPTION UNIT QUANT. UNIT PRICE DOLLARS- CTS AMOUNT DOLLARS - CTS SCHEDULE A - STREET IMPROVEMENTS 1 Mobilization LS --- X = 4 DO C) 2 Project Temporary Traffic Control LS --- X Gj DLL 3 Clearing and Grubbing LS --- X = 1 1A U() 4 SPCC Plan LS --- ZV5 0 0 5 Unclassified Excavation Including Haul CY 625 X , Fj , _ 6 Drainage Swale LF 270 X 7 Crushed Surfacing Base Course TON 720 X 8 Crushed Surfacing Top Course TON 160 X 143. :5 % g HMA Cl. 1/2" PG 64 -28 TON 280 X 0,1.()-+ _ 10 Cement Conc. Traffic Curb and Gutter LF 580 X D 1:> _ 11 Mountable Cement Conc. Traffic Curb and Gutter LF 360 X 12 Cement Concrete Sidewalk 6 -Inch Thick SY 155 X >=j,LP _ j 13 Cement Concrete Sidewalk 4 -Inch Thick SY 275 X L.{ rj = '�- 14 Cement Concrete Sidewalk Ramp EA 3 X Do _ v5no 15 Select Backfill, as Directed CY 50 X 22. L�b = k 1-16 16 Schedule A Storm Sewer Pipe 12 In. Diam. LF 30 X o. _ 00D 17 12 -Inch Underdrain Pipe Infiltration Trench System, in Place LF 80 X 95 (P _ 135V5 18 Catch Basin Type 1 EA 2 X 10 --,�5 _ -" D 19 Pretreatment Manhole 48 In. Diam. EA 1 X G� = t4tck 20 Illumination System, Complete I -S --- X 21 Permanent Signing LS --- X 22 Adjust Valve Box EA 8 X VA ® = Z0 23 Minor Change FA EST. X $10,000.00 = $10,000.00 SCHEDULE A TOTAL G:\ PROJECTS1201M10721HinesAddition Final Specs.Doc 3 -5 ogy � lov 1W M TO "99.60 v 52,5, -75� �q g, 1� 552. �°✓ 11 71A ITEM NO. ITEM DESCRIPTION UNIT QUANT. UNIT PRICE DOLLARS- CTS AMOUNT DOLLARS- CTS SCHEDULE B — SANITARY SEWER IMPROVEMENTS 24 8 -Inch Sanitary Sewer Pipe, in Place LF 640 x °''645. 25 4 -Inch Sanitary Side Sewer, in Place LF 210 X 05 6 26 Manhole 48 In. Diam Type 1 EA 2 X 27 Connection to Drainage Structure EA 1 x (� 28 Select Backfill, as Directed CY 100 X �.'�. -.Lk 1z 29 Shoring or Extra Excavation LF 850 x 12 30 A� Minor Change , FA EST. X $5,000.00 $5,000.00 SCHEDULE B SUBTOTAL .. 8.2% SALES TAX SCHEDULE B TOTAL SCHEDULES A PLUS B TOTAL �'Z. 1150. q SrS1'57,00 �b fdiyYb 3 ao��y ��1o3.3Y ✓ d�� 9�0�/ll C� oq /7 /r a G:IPROJECTS\2011\110721Hines Addition Final Specs.Doc 3 -6 PERFORMANCE BOND BOND TO CITY OF YAKIMA Bond #30346680 ' KNOW ALL MEN BY THESE PRESENTS That we, the undersigned, Artisan Inc. ' a Washinaton Corporation as Principal and The Cincinnati Ins. Co. a corporation organized and existing under the laws of the State of Ohio as a surety corporation, and qualified under the laws cf 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 in the penal sum of; 19 9 , 9 7 2 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, the Ordinances of the CITY OF YAKIMA. ' DATED at Yakima, Washington, this 22 0 day ofSept ember 2011 Never - the - less, the conditions of the above obligations are such that: Hines Addition -Phase 1, City of Yakima WHEREAS, pursuant to action taken by the Yakima City Council on ' Sept. 7th, 2011, the City Manager and City Clerk of the CITY OF YAKIMA has let or is about to let to the said Art i s an Inc . , the above bounded Principal, a c rtajn contract, the said contract being numbered 2312 and providing for The City of Yakima (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 Art i san Inc . shall faithfully perform all of the provisions of said contract in the manner and within the time therein set forth, or within such extensions of time as may be granted under said contract, and shall pay all laborers, mechanics, sub - contractors and material men, and all persons who shall supply said principal or sub - contractors with provisions and supplies for the carrying on of said work, and shall hold said CITY OF YAKIMA, their employees, agents, and elected or appointed officials, harmless from any damage occasioned to any person or property by reason of any carelessness or negligence on the part of said principal, or any sub - contractor in the performance of said work and shall indemnify and hold the CITY OF YAKIMA, its employees, agents, and elected or appointed officials, harmless from any damage or expense by reason of failure of performance as specified in said contract or from defects developing in the material or workmanship provided or performed under said contract, then and in that event this obligation shall be void; but otherwise it shall be and remain in full force and effect. Artisan Inc. ontra By. Jim Sevi (Pont Name) Apprcved as to f (' tto ney City of Yakima — Standard Specifications Its: President (President, Owner, etc..) The Cincinnati Insurance Company r ) ey. W-�" Je nifer 4chultz (Print Name) Ar-tornev -in -Fact THE CINCINNATI INSURANCE COMPANY Fairfield, Ohio POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That THE CINCINNATI INSURANCE COMPANY, a corporation organized under the laws of the State of Ohio, and having its principal office m the City of Fairfield, Ohio, does hereby constitute and appoint Alan H. Cottle; David M. Hargreaves; Jeff Barrom;, Christine K. Summers; Terri West; Alisa L. Hill; Kim Beagley; Cheryl Schmidt; Jennifer Schultz; Lana J. Russell; Amy Kehoe; Randi K. Butorac; Jan Boutwell; Linda A. Light; Cheryl A. Kennish and /or Judith Twardoski of Yakima, Ellensburg, Moses Lake and Sunnyside, WA its true and lawful Attomey(s) -m -Fact to sign, execute, seal and deliver on its behalf as Surety, and as its act and deed, any and all bonds, policies, undertakings, or other like instruments, as follows: Any such obligations in the United States, up to Twenty Five Million and No /100 Dollars ($25,000,000.00). This appointment is made under and by authority of the following resolution passed by the Board of Directors of said Company at a meeting held in the principal office of the Company, a quorum being present and voting, on the 6' day of December, 1958, which resolution is still in effect: ' "RESOLVED, that the President or any Vice President be hereby authorized, and empowered to appoint Attorneys -in- Fact of the Company to execute any and all bonds, policies, undertakings, or other like instruments on behalf of the Corporation, and may authorize any officer or any such Attorney -in -Fact to affix the corporate seal; and may with or without cause modify or revoke any such appointment or authority Any such writings so executed by such Attorneys-in- Fact shall be binding upon the Company as if they had been duly executed and acknowledged by the regularly elected officers of the Company." ' This Power of Attorney is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of Directors of the Company at a meeting duly called and held on the 7f1 day of December, 1973. "RESOLVED, that the signature of the President or a Vice President and the seal of the Company may be affixed by facsimile on any power of attorney granted, and the signature of the Secretary or Assistant Secretary and the seal of the ' Company may be affixed by facsimile to any certificate of any such power and any such power of certificate bearing such facsimile signature and seal shall be valid and binding on the Company. Any such power so executed and sealed and certified by certificate so executed and sealed shall, with respect to any bond or undertaking to which it is attached, continue to be valid and binding on the Company." ' IN WITNESS WHEREOF, THE CINCINNATI INSURANCE COMPANY has caused these presents to be sealed with its corporate seal, duly attested by its Vice President this 1011 day of October, 2008 lose'. THE C TI INSURANCE COMPANY CORPORATE �• SEAL ' -- C /�' / -- Vice Presider STATE OF OHIO ) ss: COUNTY OF BUTLER ) ' On this 1011 day of October, 2008, before me came the above -named Vice President of THE CINCINNATI INSURANCE COMPANY, to me personally known to be the officer described herein, and acknowledged that the seal affixed to the preceding instrument is the corporate seal of said Company and the corporate seal and the signature of the officer were duly affixed and subscribed to said instrument by the authority and direction of said corporation. °a�tweroeaej q r � O a PVIARK J. H LLER Attorney at Law ���° I NOTARY PUBLIC - STATE OF OHIO ei • My commission has no expiration ♦ °�sa��d of date. Section 147.03 O.R.C. I, the undersigned Secretary or Assistant Secretary of THE CINCINNATI INSURANCE COMPANY, hereby certify that the above ' is a true and correct copy of the Original Power of Attorney issued by said Company, and do hereby further certify that the said Power of Attorney is still in full force and effect. GIVEN under my hand and seal of said Company at Fairfield, Ohio. ' this 2 day of ��,,,,�Q1�fX 2—DI 1 `i CORPORATE SEAL a Secretary oH10 . BN -1005 (10/08) �`k °� CERTIFICATE OF LIABILITY INSURANCE 9/22/2011 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 CONTACT Am Kehoe NAME: y PH ONE (509) 837-3711 FAX (866)332 -7987 Argus Insurance Inc. 910 E Franklin, Suite 2 ADDRESS: akehoe@argusinsurance.com INSURERS AFFORDING COVERAGE NAIC # PO Box 858 INSURERANorth Pacific Ins Co 23892 Sunnyside WA 98944 INSURED INSURER B. X INSURER C. C05169416 Paragon Northwest LLC INSURER D. DAMAGE TO RENTED PREMISES Ea occurrence $ 100,000 INSURER E. $ 5,000 651 N Keys Road INSURER F. Yakima WA 98901 COVERAGES CERTIFICATE NUMBER GL /Auto /Exces 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 TYPE OF INSURANCE ADDL SUER POLICY NUMBER MMIDDYIYYYY MMIDDIYYYY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000.000 A X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE Fx OCCUR X C05169416 6/15/2011 6/15/2012 DAMAGE TO RENTED PREMISES Ea occurrence $ 100,000 MED EXP (Any one person) $ 5,000 PERSONAL B ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP /OP AGG $ 2,000,000 X POLICY PRO LOC JECT $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident 1,000,000 X BODILY INJURY (Per person) $ A ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS 05169416 6/15/2011 6/15/2012 I BODILY INJURY (Per accident) $ X HIRED AUTOS X AUTOS ED Pena cidentDAMAGE $ Non -owned $ 1,000,000 UMBRELLA LIAB HOCCUR EACH OCCURRENCE $ 2,000,000 X AGGREGATE $ 2,000,000 A EXCESS LIAB CLAIMS -MADE DIED RETENTION $ $ 05169416 6/15/2011 6/15/2012 WORKERS COMPENSATION WC STATU- OTH- A AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE YIN (Mandatory EXCLUDED? ( ry in NH) andao NI A Stop Gap /]3np Liability 05169416 6/15/2011 6/15/2012 JQRY LIMITS ER E.L. EACH ACCIDENT $ 11000,000 E.L. DISEASE - EA EMPLOYE $ 11000,000 If yes, descnbe under E.L. DISEASE - POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS below DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required) City of Yakima and the County of Yakima, its agents, employees, and authorized volunteers, elected and appointed officials are named as additional insured's where required by a written contract. CERTIFICATE HOLDER City of Yakima 129N. 2nd Street Yakima, WA 98901 CANCELLATION 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 Amy Kehoe /AMYK ACORD 25 (2010/05) ©1988 -2010 ACORD CORPORATION. All rights reserved. INS025 oninnFi ni Thn Ar r)Pn nnma nnA Innn nra rnnictarorl mnrkc of Af non ADDITIONAL COVERAGES Ref # Description Stopgap Coverage Code STOPG Form No. Edition Date Limit 1 1,000,000 Limit 2 1,000,000 Limit 3 Deductible Amount Deductible Type Premium Ref # Description Underinsured motorist combined single limit Coverage Code UNCSL Form No. Edition Date Limit 1 1,000,000 Limit 2 Limit 3 Deductible Amount Deductible Type Premium Ref # Description Hired /borrowed Coverage Code HRDBD Form No. Edition Date Limit 1 1,000,000 Limit 2 Limit 3 [Deductible Amount Deductible Type Premium Ref # Description PIP -Basic Coverage Code PIP Form No. Edition Date Limit 1 10,000 Limit 2 Limit 3 Deductible Amount Deductible Type Premium Ref # Description Master Pak for Commercial Auto Coverage Code Form No. Edition Date Limit 1 Limit 2 Limit 3 Deductible Amount Deductible Type Premium Ref # Description Coverage Code Form No. Edition Date Limit 1 Limit 2 Limit 3 Deductible Amount Deductible Type Premium Ref # Description Coverage Code Form No. Edition Date Limit 1 7[Limit 2 Limit 3 Deductible Amount Deductible Type Premium Ref # Description Coverage Code Form No. Edition Date Limit 1 it 2 Limit 3 Deductible Amount Deductible Type Premium Ref # Description Coverage Code Form No. Edition Date Limit 1 Limit 2 Limit 3 Deductible Amount Deductible Type Premium Ref # Description Coverage Code Form No. Edition Date Limit 1 Limit 2 Limit 3 Deductible Amount Deductible Type Premium Ref # Description Coverage Code Form No. Edition Date Limit 1 it 2 Limit 3 Deductible Amount Deductible Type Premium OFADTLCV Copyright 2001, AMS Services, Inc. COMMERCIAL GENERAL LIABILITY CG 84 16 12 03 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ' GENERAL LIABILITY MASTER PAK PLUS® ' FOR CONSTRUCTION This endorsement modifies insurance provided under the following ' COMMERCIAL GENERAL LIABILITY COVERAGE PART INDEX SUBJECT PAGE ' BLANKET ADDITIONAL INSURED (OWNERS, LESSEES, CONTRACTORS OR LESSORS) 2 FIRE, LIGHTNING, EXPLOSION AND SPRINKLER LEAKAGE DAMAGE TO PREMISES YOU RENT 3 tNON -OWNED WATERCRAFT 4 SUPPLEMENTARY PAYMENTS (BAIL BONDS) 4 ' PERSONAL AND ADVERTISING INJURY - ELECTRONIC PUBLICATION EXTENSION 5 LIMITS (PER LOCATION) 5 'AGGREGATE AGGREGATE LIMITS (PER PROJECT) 5 VOLUNTARY PROPERTY DAMAGE COVERAGE 6 OFF PREMISES CARE, CUSTODY OR CONTROL COVERAGE 6 ' NEWLY FORMED OR ACQUIRED ORGANIZATIONS 7 DUTIES IN THE EVENT OF OCCURRENCE, OFFENSE, CLAIM OR SUIT 7 BODILY INJURY (MENTAL ANGUISH) 8 WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS 8 MEDICAL PAYMENTS 8 ' BROAD NAMED INSURED 8 BROADENED MOBILE EQUIPMENT 8 ' INCIDENTAL MALPRACTICE LIABILITY 8 NON -OWNED AIRCRAFT 9 PROPERTY DAMAGE - ELEVATORS 9 Includes copyrighted material of ISO Properties, Inc , with its permission CG 84 16 12 03 ISO Properties, Inc., 2003 Page 1 of 9 1 t 1. BLANKET ADDITIONAL INSURED (Owners, Lessees, Contractors or Lessors) (Includes a Primary/Non - Contributory provision) Who Is An Insured - Section II is amended to include as an insured any person or organization whom you are required ' to name as an additional insured on this policy in a written contract or written agreement. The written contract or written agreement must be currently in effect or becoming effective during the term of this policy and executed prior to the "bodily injury," "property damage" or "personal and advertising injury " The insurance provided the additional insured is limited as follows. A. The person or organization is only an additional insured with respect to liability- 1. Arising out of real property, as described in a written contract or written agreement, that you own, rent, lease or occupy; or 2. Caused in whole or in part by your ongoing operations performed for that insured. The insurance provided the additional insured in 1.A.2. above does not apply to. Coverage A - Bodily Injury and Property Damage Liability, Coverage B - Personal and Advertising Injury Liability or defense coverage under the Supplementary Payments arising out of an architect's, engineer's or surveyor's rendering of or failure to render any professional 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 b. "Bodily injury" or "property damage" occurring after- (1) All work, including materials, parts or equipment furnished in connection with such work, on the project (other than service, maintenance or repairs) were performed by or on behalf of the additional insured(s) at the site where the covered operations have been completed, or (2) That portion of "your 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 engaged in performing operations for a principal as part of the same project. ' B. The limits of insurance applicable to the additional insured are those specified in a written contract or written agreement or the limits of Insurance as stated in the Declarations of this policy and defined in Section III - Limits Of Insurance of this policy, whichever are less. These limits are inclusive of and not in addition to the limits of insurance available under this policy C. The insurance provided the additional insured does not apply to the liability resulting from the sole negligence of the additional insured Includes copyrighted material of ISO Properties, Inc., with its permission CG 8416 12 03 ISO Properties, Inc, 2003 Page 2 of 9 1 ' D. As respects the coverage provided to the additional insured under this endorsement, Section IV- Conditions is amended as follows 1. The following is added to Condition 2. Duties In The Event Of Occurrence, Offense, Claim, or Suit: ' An additional insured under this endorsement will as soon as practicable: ' a. Give written notice of an "occurrence" or an offense, that may result in a claim or "suit" under this insurance to us, b. Tender the defense and indemnity of any claim or "suit" to all insurers whom also have ' insurance available to the additional insured; and C. Agree to make available any other insurance which the additional insured has for a loss ' we cover under this Coverage Part. 2. The following is added to Condition 3. Legal Action Against Us: ' We have no duty to defend or indemnify an additional insured under this endorsement until we receive written notice of a claim or "suit" from the additional insured. ' 3. The following is added to Paragraph a., Primary Insurance of Condition 4. Other Insurance: If the additional insured's policy has an Other Insurance provision making its policy excess, and a Named Insured has agreed in a written contract or written agreement to provide the additional insured ' coverage on a primary and noncontributory basis, this policy shall be primary and we will not seek contribution from the additional insured's policy for damages we cover ' 4. The following is added to Paragraph b , Excess Insurance of Condition 4. Other Insurance: Except as provided in Paragraph 4.a. Primary Insurance as amended above, any coverage provided hereunder shall be excess over any other valid and collectible insurance available to the additional insured whether primary, excess, contingent or on any other basis. In the event an additional insured has other coverage available for an "occurrence" by virtue of also being an additional insured on other policies, this insurance is excess over those other policies. 2. FIRE, LIGHTNING, EXPLOSION AND SPRINKLER LEAKAGE DAMAGE TO PREMISES YOU RENT ' If Damage To Premises Rented To You under Coverage A is not otherwise excluded from this policy, the following applies ' A. The last paragraph of 2. Exclusions of Section I - Coverage A is replaced by the following If Damage To Premises Rented To You is not otherwise excluded, Exclusions c. through n. do not apply to damage by fire, lightning, "explosion" or sprinkler leakage to premises while rented to you or ' temporarily occupied by you with permission of the owner A separate limit of insurance applies to this coverage as described in Section III - Limits Of Insurance. IIncludes copyrighted material of ISO Properties, Inc., with its permission. CG 84 16 12 03 ISO Properties, Inc , 2003 Page 3 of 9 1 B. Paragraph 6. of Section III - Limits Of Insurance is replaced by the following 6. Subject to 5. above, the higher of $300,000 or the Damage To Premises Rented To You Limit shown in the Summary of Limits and Charges section of this policy is the most we will pay under ' Coverage A for damages because of "property damage" to premises rented to you or temporarily occupied by you with the permission of the owner arising out of any one fire, lightning, "explosion" or sprinkler leakage incident. ' C. Paragraph b.(1)(b) of Condition 4. Other Insurance (Section IV — Conditions) is replaced by the following- , (1) That is Fire, Lightning, Explosion or Sprinkler Leakage insurance for premises rented to you or temporarily occupied by you with the permission of the owner; ' D. Paragraph 9.a. of the definition of "insured contract" in Section V- Definitions is replaced by the following 9. "Insured contract" means a. A contract for the lease of premises. However, that portion of the contract for a lease of premises that indemnifies any person or organization for damages by fire, lightning, ' "explosion" or sprinkler leakage to premises while rented to you or temporarily occupied by you with the permission of the owner is not an "insured contract'; E. The following definition is added to Section V - Definitions. ' "Explosion" means a sudden release of expanding pressure accompanied by a noise, a bursting forth of material and evidence of the scattering of debris to locations further than would have resulted by gravity alone. "Explosion" does not include any of the following 1. Artificially generated electrical current including electrical arcing that disturbs electrical devices, appliances or wires, ' 2. Rupture or bursting of water pipes, 3. Explosion of steam boilers, steam pipes, steam engines or steam turbines owned or leased by you, or operated under your control; or ' 4. Rupture or bursting caused by centrifugal force. ' 3. NON -OWNED WATERCRAFT Subparagraph g.(2) of Paragraph 2., Exclusions of Section I - Coverage A is replaced by the following ' (2) A watercraft you do not own that is (a) Less than 51 feet long, and t(b) Not being used to carry persons or property for a charge, 4. SUPPLEMENTARY PAYMENTS ' In the Supplementary Payments - Coverages A and B provision - The limit for the cost of bail bonds in Paragraph 1.b is changed from $250 to $1000 ' Includes copyrighted material of ISO Properties, Inc., with its permission CG 84 16 12 03 ISO Properties, Inc., 2003 Page 4 of 9 ' 5. PERSONAL AND ADVERTISING INJURY - ELECTRONIC PUBLICATION EXTENSION Paragraphs 14.b., d. and a of Section V Definitions are replaced by the following: ' b. Malicious prosecution or abuse of process, d. Oral, written, televised, videotaped or electronic publication of material that slanders or libels a person or ' organization or disparages a person's or organization's goods, products or services, e. Oral, written, televised, videotaped or electronic publication of material that violates a person's right of privacy; tThe following is added to Paragraph 14. "Personal and Advertising Injury" of Section V - Definitions. ' 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) An insured, or (b) Any "executive officer" director, stockholder, partner or member of the insured; and (2) Not directly or indirectly related to the employment, prospective employment or termination of employment of any person or persons by any insured. ' Subparagraphs b and c. of 2., Exclusions of Section I - Coverage B - Personal And Advertising Injury Liability are replaced by the following b. Material Published With Knowledge Of Falsity "Personal and advertising injury" arising out of oral, written, televised, videotaped or electronic publication of material, if done by or at the direction of the insured with knowledge of its falsity; Material Published Prior To Policy Period "Personal and advertising injury" arising out of oral, written, televised, videotaped or electronic publication of material whose first publication took place before the beginning of the policy period, 6. AGGREGATE LIMITS OF INSURANCE (PER LOCATION) The General Aggregate Limit under Section III Limits Of Insurance applies separately to each of your "locations" owned by or rented to you or temporarily occupied by you with the permission of the owner. "Location" means premises involving the same or connecting lots, or premises whose connection is interrupted only by a street, roadway, waterway or right -of -way of a railroad 7. AGGREGATE LIMITS OF INSURANCE (PER PROJECT) The General Aggregate Limit under Section III Limits Of Insurance applies separately to each of your projects away from premises owned by or rented to you Includes copyrighted material of ISO Properties, Inc., with its permission. CG 84 16 12 03 ISO Properties, Inc , 2003 Page 5 of 9 VOLUNTARY PROPERTY DAMAGE COVERAGE At your request, we will pay for "loss" to property of others caused by your business operations The most we will pay for this coverage is $500 each "occurrence " The "loss" must occur during the policy period. The "occurrence" must take place in the "coverage territory" "Loss" means unintended damage or destruction "Loss" does not mean disappearance, abstraction or theft. This coverage does not apply to 1. Damage arising out of the use of any "auto "; 2. Property you own, occupy, rent or lease from others, or 3. Property on your premises for sale, service, repair or storage. None of the other policy exclusions apply to this coverage. If the policy to which this endorsement is attached is written with a property damage liability deductible, the deductible shall apply to Voluntary Property Damage The limit of coverage stated above shall not be reduced by the amount of this deductible. OFF PREMISES CARE, CUSTODY OR CONTROL COVERAGE A. We will pay those sums that you become legally obligated to pay as damages because of "property damage" to personal property of others while in your or your "employees" care, custody or control or real property of others over which you or your "employees" are exercising physical control if the "property damage" arises out of your business operations This Coverage is subject to sections B., C., D and E. below B. Exclusions This insurance shall not apply to- 1. "Property damage" of property at premises owned, rented, leased, operated or used by you, 2. "Property damage" of property while in transit; 3. The cost of repairing or replacing (a) Any of your work defectively or incorrectly done by you or by others on your behalf; or (b) Any product manufactured, sold or supplied by you, unless the "property damage" is caused directly by you after delivery of the product or completion of the work and resulting from a subsequent undertaking, or 4. "Property damage" of property caused by or arising out of the "products- completed operations hazard ". C. Limits Of Insurance - The most we will pay for "property damage" under this Section 9 is $25,000 for each "occurrence" The most we will pay for the sum of all damages covered under this Section 9. because of "property damage" is an annual aggregate limit of $25,000. The Limits Of Insurance provided under this Section 9. are inclusive of and not in addition to any other limits provided in the policy or endorsements attached to it. Fm Deductible - We will not pay for "property damage" in any one "occurrence" until the amount of "property damage" exceeds $250 If the policy to which this endorsement is attached contains a "property damage" deductible, that deductible shall apply if it is greater than $250 In the event of "property damage" covered by this endorsement, you shall, if requested by us, replace the property or furnish the labor and materials necessary for repairs thereto at your actual cost, excluding profit or overhead charges Includes copyrighted material of ISO Properties, Inc., with its permission. CG 84 16 12 03 ISO Properties, Inc , 2003 Page 6 of 9 10 NEWLY FORMED OR ACQUIRED ORGANIZATIONS A. Paragraph 4 of Section II - Who Is An Insured is deleted and replaced by the following- I a 4. Any business entity acquired by you or incorporated or organized by you under the laws of any individual state of the United States of America over which you maintain majority ownership interest exceeding fifty percent. Such acquired or newly formed organization will qualify as a Named Insured if there is no similar insurance available to that entity However* a. Coverage under this provision applies only until the expiration of the policy period in which the entity was acquired or incorporated or organized by you. b. Coverage A does not apply to "bodily injury" or "property damage" that occurred before the entity was acquired or incorporated or organized by you C. Coverage B does not apply to "personal and advertising injury" arising out of an offense committed before the entity was acquired or incorporated or organized by you d. Records and descriptions of operations must be maintained by the first Named Insured. This Section 10. does not apply to newly formed or acquired organizations if coverage is excluded either by provisions of the Coverage Part or by other endorsement(s) attached to it. 11. DUTIES IN THE EVENT OF OCCURRENCE, OFFENSE, CLAIM OR SUIT A. The requirements in Section IV - Conditions, Paragraph 2.a., that you must see to it that we are notified of an "occurrence" applies only when the "occurrence" is known to ' 1. You, if you are an individual, 2. A partner, if you are a partnership, 3 A member or manager, if you are a limited liability company; 4. An executive officer or designee, if you are a corporation, 5. A trustee, if you are a trust; or 6. A designee, if you are any other type of organization. B. The requirements in Section IV - Conditions Paragraph 2.b that you must see to it that we receive written notice of a claim or "suit" will not be considered breached unless the breach occurs after such claim or "suit" is known to ' 1. You, if you are an individual; 2. A partner, if you are a partnership; 3. A member or manager if you are a limited liability company; 4. An executive officer or designee, if you are a corporation, ' 5. A trustee, if you are a trust; or 6. A designee, if you are any other type of organization. Knowledge of an "occurrence," claim or "suit" by the agent, servant or "employee" of any insured shall not in itself constitute knowledge of the insured unless an officer or designee shall have received notice from its agent, servant or "employee" IIncludes copyrighted material of ISO Properties, Inc., with its permission CG 84 16 12 03 ISO Properties, Inc, 2003. Page 7 of 9 BODILY INJURY Paragraph 3. of the definition of "bodily injury" in the Section V - Definitions is replaced by the following 3. 'Bodily injury" means bodily injury, sickness or disease sustained by a person, including mental anguish or death resulting from any of these at any time WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS We have the right to recover our payments from anyone liable for an injury covered by this policy We will not enforce our right against any person or organization for whom you perform work under a written contract that requires you to obtain this agreement from us This agreement shall not operate directly or indirectly to benefit anyone not named in the agreement. MEDICAL PAYMENTS If Coverage C Medical Payments is not otherwise excluded, the Medical Expense Limit provided by this policy shall be the greater of- A. $10,000; or B. The amount shown in the Declarations. BROAD NAMED INSURED Paragraph 2.a.(1)(d) of Section II - Who Is An Insured is replaced by the following (d) Arising out of his or her providing or failing to provide professional health care services. However, this exclusion does not apply to nurses, emergency medical technicians or paramedics who are employed by you to provide medical or paramedical services to your employees. BROADENED MOBILE EQUIPMENT Paragraph 12.f.(1) of Section V - Definitions is replaced by the following (1) Equipment designed primarily for: (a) Snow removal; (b) Road maintenance, but not construction or resurfacing, or (c) Street cleaning provided that vehicles have a Gross Vehicle Weight of 1,000 pounds or greater; INCIDENTAL MALPRACTICE LIABILITY Paragraph 3. of Section V - Definitions is replaced by the following 3. "Bodily injury" means bodily injury, sickness, disease or "incidental medical malpractice" sustained by a person, including mental anguish or death resulting from any of these at any time. The following is added to Section V - Definitions CG 84 16 12 03 23. "Incidental medical malpractice" means injury arising out of the negligent rendering or failure to render medical or paramedical services to persons by any physician, dentist, nurse, emergency medical technician or paramedic who is employed by you to provide such services to your employees, provided you are not engaged in the business or occupation of providing any services referred to in this definition Includes copyrighted material of ISO Properties, Inc., with its permission. ISO Properties, Inc., 2003 Page 8 of 9 18. NON -OWNED AIRCRAFT The following is added to Subparagraph g. of 2., Exclusions of Section I - Coverage A Bodily Injury And Property Damage Liability: ' (6) An aircraft with a paid crew, that is hired, chartered or loaned but is not owned by any insured 19. PROPERTY DAMAGE - ELEVATORS The following is added to Subparagraph j. of 2., Exclusions of Section I - Coverage A Bodily Injury And Property Damage Liability: ' Paragraphs (3) and (4) of this exclusion do not apply to damages that result from the use of elevators All other terms and conditions of your policy remain unchanged. 'Includes copyrighted material of ISO Properties, Inc , with its permission CG 84 16 12 03 ISO Properties, Inc., 2003 Page 9 of 9 BID PROPOSAL_ A Proposal of lim14111 1 ✓r (hereinafter called "BIDDER "), organized and existing under the laws of the State of doing business as A, lu¢por,r+ `� -� r '. To the CITY OF YAKIMA, Washington, (hereinafter called "OWNER "). Q� In compliance with your Advertisement for Bids, BIDDER hereby proposes to perform all work for the construction of the HINES ADDITION PHASE 1 — City Project No 2312, 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 within forty (40) working days of such NOTICE TO PROCEED: BIDDER further agrees to pay as liquidated damages the sum specified for each working day thereafter as provided in Article 4.03 of the Owner /Contractor Agreement. BIDDER acknowledges receipt of the following ADDENDA: Addenda will be posted on the Internet at the Engineer's website, www.hlacivii.coni BIDDER agrees to perform all the work described in the CONTRACT DOCUMENTS for the following unit prices or lump sum amounts: Insert "a corporation," "a partnership," or "an individual" as applicable. IGAPROJECTS12011\110721Hines Addition Final Specs.Doc 3 -4 BID PROPOSAL SIGNATURE PAGE CITY OF YAKIMA, WASHINGTON HINES ADDITION PHASE 1 CITY PROJECT NO. 2312 BIDDER (CONTRACTOR) BY 0, _f� ✓i` AUTHOR! ED OFFICIA S SIGNATURE Jt fZ &A (Please pfintlor type NAME) address: 6S"l /V E -mail address: ` CONTRACTOR LICENSE NUMBER 4UISI * no knk, ' NOTE: 1 f",1- 2011 DATE VirL —Aref. TITLE Phone: Qf 9ra- 6M FAX: 01 — Y — �}I (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. 801 N. 391" Avenue Yakima, WA 98902 (4) Bidder shall include Bid Bond /Bid Deposit and notarized Non - Collusion Affidavit. IG:IPROJECTSI2011\110721Hines Addition Final Specs.Doc 3 -7 NON - COLLUSION AFFIDAVIT STATE OF WASHINGTON } ss NON - COLLUSION AFFIDAVIT COUNTY OF ._..�AICIw� ) -14, ,J, ,&d,, -- , being first duly sworn, on oath says that thd d 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. 2- �z <�"" (C tractor's ignature) Signed and sworn to (or affirmed) before me on Jam(✓ �/ , 2011, by C1� _\ 1 ff��lq,,� No i4fa;bli�' My�ApDointment Eipire N': �BItC of vrOSN�a�,� G:IPROJECTS120111110721Hines Addition Final Specs. Doc 3 -9 THE CINCINNATI INSURANCE COMPANY CINCINNATI, OHIO Bid Bond ' KNOW ALL MEN BY THESE PRESENTS, that we Artisan, Inc, as Principal, hereinafter called the Principal, and THE CINCINNATI INSURANCE COMPANY, 6200 S Gilmore Road, Fairfield, Ohio 45014 -5141, a corporation duly organized under the laws of the State of Ohio, as Surety, hereinafter called the Surety, are held and firmly bound unto ' City of Yakima as Obligee, hereinafter called the Obligee, in the sum of 5% of the bid Dollars ($ 5% ), ' for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents WHEREAS, the Principal has submitted a bid for Hines Project located at "T" Street and N 3rd Street t NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with the Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or Contract Documents with good and sufficient surety for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such Contract and give such bond ' or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another party to perform the work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect. Signed and sealed this 6th day of September 2011 a'11- 0 6'� witness) By CVW�6'J r (Title) ' t THE CINCINNATI INSURANCE COMPANY (Surety) (Seal) Witnes ' By• n-, A-LA rnev -in -Fact Jennifer chultz ' The Company executing this bond vouches that this " conforms onforms to American Institute of Architects Document A310, February 1970 Edition Artisan, Inc. (Principal) (Seal) James Sevigny - President 5- 2000 -AIA (6/08) PUBLIC TIDE CINCINNATI INSURANCE COMPANY Fairfield, Ohio POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS• That THE CINCINNATI INSURANCE COMPANY, a corporation organized under the laws of the State of Ohio, and having its principal office in the City of Fairfield, Ohio, does hereby constitute and appoint Alan H. Cottle; David M. Hargreaves; Jeff Barrom; Christine K. Summers; Terri West; Alisa L. Hill; Kim Beagley; Cheryl Schmidt; Jennifer Schultz; Lana J. Russell; Amy Kehoe; Randi K. Butorac; Jan Boutwell; Linda A. Light; Cheryl A.'Kennish and /or Judith Twardoski of Yakima, Ellensburg, Moses Lake and Sunnyside, WA its true and lawful Attorny(s) -in -Fact to sign, execute, seal and deliver on its behalf as Surety, and as its act and deed, any and all bonds, policies, undertakings, or other like instruments, as follows: Any such obligations in the united States, up to Twenty Five Million and No /100 Dollars ($25,000,000.00). This appointment is made under and by authority of the following resolution passed by the Board of Directors of said Company at a meeting held in the principal office of the Company, a quorum being present and voting, on the 6' day of December, 1958, which resolution is still in effect: "RESOLVED, that the President or any Vice President be hereby authorized, and empowered to appoint Attorneys -in- Fact of the Company to execute any and all bonds, policies, undertakings, or other like instruments on behalf of the Corporation, and may authorize any officer or any such Attorney -in -Fact to affix the corporate seal; and may with or without cause modify or revoke any such appointment or authority. Any such writings so executed by such Attorneys -in- ' Fact shall be binding upon the Company as if they had been duly executed and acknowledged by the regularly elected officers of the Company." This Power of Attorney is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the ' Board of Directors of the Company at a meeting duly called and held on the 71h day of December, 1973. "RESOLVED, that the signature of the President or a Vice President and the seal of the Company may be affixed by facsimile on any power of attorney granted, and the signature of the Secretary or Assistant Secretary and the seal of the ' Company may be affixed by facsimile to any certificate of any such power and any such power of certificate bearing such facsimile signature and seal shall be valid and binding on the Company. Any such power so executed and sealed and certified by certificate so executed and sealed shall, with respect to any bond or undertaking to which it is attached, t continue to be valid and binding on the Company." IN WITNESS WHEREOF, THE CINCINNATI INSURANCE COMPANY his caused these presents to be sealed with its corporate seal, duly attested by its Vice President this 10 " day of October, 2008. e" THE C _ INI>r TI INSURANCE COMPANY CORPORATE A L Hf0 � ' P Al STATE OF OHIO } ss: Vice resi den COUNTY OF BUTLER ) 'On this 1011' day of October, 2008, before me came the above - named rice President of THE CINCINNATI INSURANCE COMPANY, to me personally known to be the officer described herein, and acknowledged that the seal affixed to the preceding instrument is the corporate seal of said Company and the corporate seal and the signature of the officer were duly affixed and subscribed to said instniment by the authority and direction of said corporation. ' 0ot1a111111geel1r & 9�� a � a lta K J. H LLER, Attorney at Law NOTARY PUBLIC - STATE OF OHIO My commission has no expiration date. Section 147.03 O.R.C. I, the undersigned Secretary or Assistant Secretary of THE CINCINNATI INSURANCE. COMPANY, hereby certify that the above ' is a true and correct copy of the Original Power of Attorney issued by said Company, and do hereby further certify that the said Power of Attorney is still in full force and effect. GIVEN under my hand and seal of said Company at Fairfield, Ohio. this i day of Septuw&bC*- 20 vcclt, 1�9a.`Ars 'r/ L� -2\ Ci CORPORATE SEAL Secretary .t • O H t 0 BN -1005 (10/08) SURETY If the Bidder is awarded a construction Contract on this bid, the Surety who provides the Contract Bond will be -k 6 d',t_ rddir 1rV '9Yf .4d4PL e_O!!t44:nn whose address is: 69.00 S , 6; l,w,o,. Rp 6A,M6W6 014f 1 Street City State ZIP BIDDER INFORMATION //��� The NAME of the Bidder submitting this Bid is / %rf.a✓ XneC r =� Street whose address is: State ZIP which is the address to which all communications concerned with this Bid and with the Contract shall be sent. 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: �). / d' , L I/1'k JjWfOA-1 ' IG:IPROJECTS120111110721Hines Addition Final Specs. Doc 3 -10 ATTACHMENT 7-13 BIDDER CERTIFICATION REQUIRED BY EXECUTIVE ORDER 11246 U.S. Department of Housing and Urban Development FER T 1"tF I CERTIFICATION OF BIDDER REGARDING EQUAL EMPLOYMENT OPPORTUNITY W This certification is required pursuant to Executive Order 11 246 (30 F.R. 12319-25). The implementing rules and regulations provide. that .any bidder or prospective contractor, Or any of their proposed subcontractors, shall state as in initial part of the bid or negotiations of the contract whether it has I I participated in any previous contract or subcontract subject to the equal opportunity clause; and, if so, whether it has filed all compliance reports due under applicable instructions. 1! Wbere the certification indicates that the bidder has not filed a compliance report due -under applicable instructions, such bidder shall be required to submit a compliance report within seven (7) calendar days after, bid opening. No contract shall be awarded unless such report is submitted. 771. a • . . . . . . . . . . 4. . Name and Address of Bidder (include zip code): 1JE9'f,4-W TAI I C . A., *47 r Re", Y,411," WA ?*'101 1. Bidder has participated in a previous contract or subcontract subject to the Equal Opportunity Clause ❑ YES 51 NO 2. Compliance Reports were required to be filed in connection with such contractor subcontract. ❑ YES fW NO 3. Bidder has filed all compliance reports due under applicable instructions, including SF-100. 1-1 YES ❑ NO TO NOT REQUIRED 4. Have you ever been or are you being considered for sanction due, to violation of Executive Order 11246, as amended? ❑ YES NO Name and Title of Signer (please type) 9 �Yr. p,�r, �,� Signature Date oe ATTACHMENT 7 -D (1) CONTRACTOR SECTION 3 PLAN (Affirmative Action) (Contractor) agrees to implement the following specific affirmative actions directed at increasing the utilization of lower income residents and businesses within the (jurisdiction), A. To ascertain from the locality's CDBG program official the sraet boundaries of the Section 3 covered project area and where advantageous, seek the assistance of local officials in preparing and implementing the affirmative action plan. B. To attempt to recruit from within the .county the necessary number of lower income residents through: Local advertising media, signs placed at the proposed site for the project, and community organization and public or private institutions operating within or serving the project area such as the U.S. Employment Service. C. To maintain a list of all lower incorne area residents who have applied either on their own or on referral from any source, and to employ such persons if otherwise eligible and if a vacancy exists. D. To insert this Section 3 plan in all bid documents, and to require all bidders on subcontracts to submit a Section 3 affirmative action plan, including utilization goals and the specific steps planned to accomplish these goals. E. To ensure that subcontracts, which are typically let on negotiated rather than a bid basis in areas other than Section 3 covered project areas, are also let on a negotiated basis, whenever feasible, ' when let in a Section 3 covered project area. F. To formally contact unions, subcontractors and trade associations to secure their cooperation for this program. G. To insure that all appropriate project area business conceins are notified of pending ' subcontractural .opportur ities. H. To maintain records, including copies of correspondence, memoranda, etc., which document that all of the above affirmative action steps have been taken. l I. To appoint or recruit an executive official of the company or agency as Equal Opportunity Officer to coordinate the implement- action of this Section 3 plain. J. To list on Table A information related to subcontracts to be awarded. K. To list on Table Ball projected workforce needs for all phases of this project by occupation, trade, tskill level and number of positions. NOTE: 'lf.a prune .or subcoritract is -under 51:00,000, this'form with Tables A and B is not required. ATTACHMENT 7 -b (2) As officers and representatives of1(j�gr,J We the undersigned have read and fully agree to this Affirmative Action Plan, and become a part of the full implementation of this program. 62j Si 42, fuze r Title `� Da e S1g lature Title Date <;GQ: ipl alt ce,with:Imrihigration and fiat' �V4.. _ �:x "�.`�lt �i4$ if�` aw' cv, �sS�` �`' s5�nh��avi' ��' 4; al �; Ci' Cti' �, 1�a�tG;::: �. �,. ur, �: �. �:.,;..•., x�N�n�v+.,...,. u: a' v:.., w.. c, �. .W.�..w�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 t 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- VERiry 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 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: 4f111 SAS✓ �vC Dated this L day of 20.1 I_. Signature: ' Printed Name: Abal- Phone #. rG4` Email Address. .Ins. Std., �L1.fA., �✓C.T M Homeland Security's Web Address is: httpa /wwwAhs.gov /e- verifv Completed declarations can be mailed to: City of Yakima Purchasing, 129 No 2 Street, Yakima, WA 98901, faxed to 509 -576 -6394 or scanned and emailed to sownby @ci.yakima.wa.us tListing of Certified Companies: Surety Bonds: Programs and Systems: Financial Manage Page 1 of 1 CHUBB INDEMNITY INSURANCE COMPANY (NAIC #12777) BUSINESS ADDRESS 15 Mountain View Road, Warren, NJ 07059 PHONE (212) 612 -4000 UNDERWRITING LIMITATION b/ $9,894,000 SURETY LICENSES cj/ 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, MP, MT, NE, NV, NH, NJ, NM, NY, NC, NO, OH, OK, OR, PA, RI, SC, SD, TN, TX, UT, VT, VA, WA, WV, WI, WY INCORPORATED IN New York. Cincinnati Casualty Company (The) (NAIC #28665) BUSINESS ADDRESS P O Box 145496, Cincinnati, OH 45250 - 5496 PHONE (513) 870 -2000 UNDERWRITING LIMITATION b/ $26,854,000 SURETY LICENSES cj/ AL, AK, AZ, AR, CO, CT, DE, DC, FL, GA, HI, ID, IL, IN, IA, KS, KY, LA, ME, MD, MI, MN, MS, MO, MT, NE, NV, NH, NM, NVNC- ND— OH,- OK —O$, PA, RI, SC, SD, TN, TX, UT, VT, VA, WA, WV, WI, WY INCORPORATED IN Ohio Cincinnati Insurance Company (The) (NAIC #10677) BUSINESS ADDRESS P 0 BOX 145496, CINCINNATI, OH 45250 -5496 PHONE (513) 870 -2000 UNDERWRITING LIMITATION b/ $350,869,000 SURETY LICENSES cj/ 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, NO, OH, OK, OR, PA, PR, RI, SC, SD, TN, TX, UT, VT, VA, WA, WV, WI, WY INCORPORATED IN Ohio CITIZENS INSURANCE COMPANY OF AMERICA (NAIC #31534) BUSINESS ADDRESS 645 W GRAND RIVER AVENUE, HOWELL, MI 48843 - 2151 PHONE (517) 546 -2160 UNDERWRITING LIMITATION b/ $69,815,000 SURETY LICENSES cj/ AL, GA, IL, IN, KS, ME, MA, MI, MO, NH, NJ, NY, NC, OH, PA, RI, SC, VT, VA, WI. INCORPORATED IN Michigan COLONIAL AMERICAN CASUALTY AND SURETY COMPANY (NAIC #34347) BUSINESS ADDRESS 1400 AMERICAN LANE, TOWER I, 18TH FLOOR, SCHAUMBURG, IL 60196 - 1056 PHONE. (847) 605 -6000 UNDERWRITING LIMITATION b/ $2,357,000 SURETY LICENSES cj/ 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, NJ, NM, NY, NC, NO, OH, OK, OR, PA, RI, SC, SD, TN, TX, UT, VT, VA, WA, WV, WI, WY INCORPORATED IN Maryland http://www.fms.treas.gov/c570/c570—a-z.html 9/8/2011 Search > CINCINNATI INSURANCE COMPANY THE CINCINNATI INSURANCE COMPANY THE General I Contact I Licensing I Appointments I Complaints I Orders I National Info I Ratings Back to Search General information Name: CINCINNATI INSURANCE COMPANY THE Corporate family group: CINCINNATI FIN GRP Organization type: PROPERTY waotc. 268 NAIC. 10677 status: ACTIVE Admitted date: 05/21/1984 Ownership type: STOCK Types of coverage authorized to sell Wha, .; m;• Insurance types Casualty Marine __.._._. _ ------------ --..- - ------------ Property Surety Vehicle Contact information Registered address 6200 S GILMORE RD FAIRFIELD, OH 45014 -5141 Telephone 513 - 870 -2000 Agents and agencies that represent this company (Appointments) ••%trr , t —, view agents View agencies "", to Company complaint history rnv--r::v View complaints Page 1 of 1 Mailing address PO BOX 145496 CINCINNATI, OH 45250 -5496 Telephone 513 - 870 -2000 ci :e Dissciplinn ary orders 2008 -2011 N ^.a is :r.;a No disciplinary orders are found ' 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 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. ' 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 Group Ratings Standard and Poor's Corp ' Moody's Investors Service Fitch IBCA, Duff and Phelps Ratings � Lal i tub t t www.insurance.wa. ov /consumertoolkit /Com an /Com an Profile.as x ?WAOIC =268 9/8/2011 http. // g P Y P Y P SECTION 4 - CONTRACT AND RELATED MATERIALS G: \PROJECTS \2011 \11072 \Hines Addition Final Specs.doc 4 -1 CONTRACT THIS AGREEMENT, made and entered into in triplicate, this .21 day of 2011, by and between the City of Yakima, hereinafter called the Owner, and Artisan. Inc. a Washington Corporati�ereina er c alled 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, labor and equipment for THE BID AMOUNT OF $199.972.00, for Hines Addition — Phase 1 City No 2312, all in accordance with, and as described in the attached plans and specifications and the 2010 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) days after the Notice to Proceed and shall be completed in Forty (40) working days. If work has not commenced within the ten (10) days after the notice to proceed, the first chargeable working day shall be the eleventh (11th) working day after the date on which the City issues the Notice to Proceed. If said work is not completed within the time specified, the Contractor agrees to pay to the Owner the sum specified in the Standard Specifications for each and every day said work remains uncompleted after expiration of the specified time, as liquidated damages. The Contractors shall provide and bear the expense of all equipment; work and labor of any sort whatsoever that may be required for the transfer of materials and for constructing and completing the work provided for in this contract and every part thereof, except such as are mentioned in the specifications to be furnished by the City of Yakima. II. The City of Yakima 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 heirs, executors, administrators, successors, and assigns, does hereby agree to the full performance of all the covenants herein contained upon the part of the Contractor V It is further provided that no liability shall attach to the City of Yakima by reason of entering into this contract, except as expressly provided herein. IN WITNESS WHEREOF the parties hereto have caused this agreement to be executed the day and year first herein above written Countersigned: ITY OF YAKIMA CONTRACTOR this day of 011 �SRIJ a Corporation ontractor By ` City anager Attest: J04 -1. !i�j/ o (Print Narnel ��Ly Its: * SEA_- (President, Owner, etc.) *� '� Address: City of Yakima — Standard Specifications CERTIFICATIONS Provide the following- Name of Certified Traffic Control Manager (TCM) (must be an employee of the Contractor; provide copy of certificate) NAME of Certified Traffic Control Supervisor (TCS) (provide copy of certificate) G: \PROJECTS\2011 \11072 \Hines Addition Final Specs.Doc 4 -3 PERFORMANCE BOND Any singular reference to Contractor, Surety, Owner, or other party shall be considered plural where applicable. CONTRACTOR (Name and Address): SURETY (Name, and Address of Principal Place of Business): OWNER (Name and Address): CONTRACT Effective Date of Agreement: Amount: Description (Name and Location): BOND Bond Number: Date (Not earlier than Effective Date of Agreement): Amount: Modifications to this Bond Form. Surety and Contractor, intending to be legally bound hereby, subject to the terms set forth below, do each cause this Performance Bond to be duly executed by an authorized officer, agent, or representative. CONTRACTOR AS PRINCIPAL SURETY (Seal) Contractor's Name and Corporate Seal By: Signature Print Name Title Attest: Signature Surety's Name and Corporate Seal By: Signature (Attach Power of Attorney) Print Name Title Attest: Signature Title Title Note: Provide execution by additional parties, such as joint venturers, if necessary. G: \PROJECTS\2011 \11072 \Hines Addition Final Specs.Doc 4 -4 (Seal) Contractor and Surety, jointly and severally, bind themselves, their heirs, executors, administrators, successors, and assigns to Owner for the performance of the Contract, which is incorporated herein by reference. 1. If Contractor performs the Contract, Surety and Contractor have no obligation under this Bond, except to participate in conferences as provided in Paragraph 2.1 2. If there is no Owner Default, Surety's obligation under this Bond shall arise after: 2.1 Owner has notified Contractor and Surety, at the addresses described in Paragraph 9 below, that Owner is considering declaring a Contractor Default and has requested and attempted to arrange a conference with Contractor and Surety to be held not later than 15 days after receipt of such notice to discuss methods of performing the Contract. If Owner, Contractor, and Surety agree, Contractor shall be allowed a reasonable time to perform the Contract, but such an agreement shall not waive Owner's right, if any, subsequently to declare a Contractor Default; and 2.2 Owner has declared a Contractor Default and formally terminated Contractor's right to complete the Contract. Such Contractor Default shall not be declared earlier than 20 days after Contractor and Surety have received notice as provided in Paragraph 2.1; and 2.3 Owner has agreed to pay the Balance of the Contract Price to. 1. Surety in accordance with the terms of the Contract; or 2. Another contractor selected pursuant to Paragraph 3.3 to perform the Contract. 3. When Owner has satisfied the conditions of Paragraph 2, Surety shall promptly, and at Surety's expense, take one of the following actions: 3.1 Arrange for Contractor, with consent of Owner, to perform and complete the Contract; or 3.2 Undertake to perform and complete the Contract itself, through its agents or through independent contractors; or 3.3 Obtain bids or negotiated proposals from qualified contractors acceptable to Owner for a contract for performance and completion of the Contract, arrange for a contract to be prepared for execution by Owner and contractor selected with Owner's concurrence, to be secured with performance and payment bonds executed by a qualified surety equivalent to the bonds issued on the Contract, and pay to Owner the amount of damages as described in Paragraph 5 in excess of the Balance of the Contract Price incurred by Owner resulting from Contractor Default; or 3.4 Waive its right to perform and complete, arrange for completion, or obtain a new contractor, and with reasonable promptness under the circumstances: 1. After investigation, determine the amount for which it may be liable to Owner and, as soon as practicable after the amount is determined, tender payment therefore to Owner; or 2. Deny liability in whole or in part and notify Owner citing reasons therefore. 4. If Surety does not proceed as provided in Paragraph 3 with reasonable promptness, Surety shall be ' deemed to be in default on this Bond 15 days after receipt of an additional written notice from Owner to Surety demanding that Surety perform its obligations under this Bond, and Owner shall be entitled to enforce any remedy available to Owner. If Surety proceeds as provided in Paragraph 3.4, and Owner refuses the payment tendered or Surety has denied liability, in whole or in part, without further notice Owner shall be entitled to enforce any remedy available to Owner 1 5. After Owner has terminated Contractor's right to complete the Contract, and if Surety elects to act under Paragraph 3.1, 3.2, or 3.3 above, then the responsibilities of Surety to Owner shall not be greater than those of Contractor under the Contract, and the responsibilities of Owner to Surety shall not be greater than those of Owner under the Contract. To the limit of the amount of this Bond, but subject to commitment by Owner of the Balance of the Contract Price to mitigation of costs and damages on the Contract, Surety is obligated without duplication for- 5.1 The responsibilities of Contractor for correction of defective Work and completion of the Contract; G: \PROJECTS\2011 \11072 \Hines Addition Final Specs.Doc 4 -5 5.2 Additional legal, design professional, and delay costs resulting from Contractor's Default, and resulting from the actions of or failure to act of Surety under Paragraph 3; and 5.3 Liquidated damages, or if no liquidated damages are specified in the Contract, actual damages caused by delayed performance or non - performance of Contractor. 6. Surety shall not be liable to Owner or others for obligations of Contractor that are unrelated to the Contract, and the Balance of the Contract Price shall not be reduced or set off on account of any such unrelated obligations. No right of action shall accrue on this Bond to any person or entity other than Owner or its heirs, executors, administrators, or successors. t 7. Surety hereby waives notice of any change, including changes of time, to Contract or to related subcontracts, purchase orders, and other obligations 8. Any proceeding, legal or equitable, under this Bond may be instituted in any court of competent jurisdiction in the location in which the Work or part of the Work is located, and shall be instituted within two years after Contractor Default or within two years after Contractor ceased working or within two years after Surety refuses or fails to perform its obligations under this Bond, whichever occurs first. If the provisions of this paragraph are void or prohibited by law, the minimum period of limitation available to sureties as a defense in the jurisdiction of the suit shall be applicable. 9. Notice to Surety, Owner, or Contractor shall be mailed or delivered to the address shown on the signature page. 10. When this Bond has been furnished to comply with a statutory requirement in the location where the Contract was to be performed, any provision in this Bond conflicting with said statutory requirement shall be deemed deleted herefrom and provisions conforming to such statutory requirement shall be deemed incorporated herein. The intent is that this Bond shall be construed as a statutory bond and not as a common law bond. 11. Definitions. 11.1 Balance of the Contract Price. The total amount payable by Owner to Contractor under the Contract after all proper adjustments have been made, including allowance to Contractor of any amounts received or to be received by Owner in settlement of insurance or other Claims for damages to which Contractor is entitled, reduced by all valid and proper payments made to or on behalf of Contractor under the Contract. 11.2 Contract: The agreement between Owner and Contractor identified on the signature page, including all Contract Documents and changes thereto. 11.3 Contractor Default: Failure of Contractor, which has neither been remedied nor waived, to perform or otherwise to comply with the terms of the Contract. 11.4 Owner Default: Failure of Owner, which has neither been remedied nor waived, to pay Contractor as required by the Contract or to perform and complete or otherwise comply with the other terms thereof. G: \PROJECTS\2011 \11072 \Hines Addition Final Specs.Doc 4 -6 PAYMENT BOND Any singular reference to Contractor, Surety, Owner, or other party shall be considered plural where applicable. CONTRACTOR (Name and Address): SURETY (Name, and Address of Principal Place of Business)- OWNER Name and Address): CONTRACT Effective Date of Agreement: Amount: Description (Name and Location). BOND Bond Number: Date (Not earlier than Effective Date of Agreement): Amount: Modifications to this Bond Form. Surety and Contractor, intending to be legally bound hereby, subject to the terms set forth below, do each cause this Payment Bond to be duly executed by an authorized officer, agent, or representative. CONTRACTOR AS PRINCIPAL SURETY (Seal) (Seal) Contractor's Name and Corporate Seal Surety's Name and Corporate Seal By: By: Signature Signature (Attach Power of Attorney) Print Name Print Name Title Title Attest: Attest: Signature Signature Title Title Note: Provide execution by additional parties, such as joint venturers, if necessary. 1. Contractor and Surety, jointly and severally, bind themselves, their heirs, executors, administrators, successors, and assigns to Owner to pay for labor, materials, and equipment furnished by Claimants for use in the performance of the Contract, which is incorporated herein by reference. 2. With respect to Owner, this obligation shall be null and void if Contractor' 21 Promptly makes payment, directly or indirectly, for all sums due Claimants, and 2.2 Defends, indemnifies, and holds harmless Owner from all claims, demands, liens, or suits alleging non - payment by Contractor by any person or entity who furnished labor, materials, or equipment for use in the performance of the Contract, provided Owner has promptly notified Contractor and Surety (at the addresses described in Paragraph 12) of any claims, demands, 1 G: \PROJECTS\2011 \11072 \Hines Addition Final Specs.Doc 4 -7 liens, or suits and tendered defense of such claims, demands, liens, or suits to Contractor and Surety, and provided there is no Owner Default. 3. With respect to Claimants, this obligation shall be null and void if Contractor promptly makes payment, directly or indirectly, for all sums due. 4. Surety shall have no obligation to Claimants under this Bond until: ' 41 Claimants who are employed by or have a direct contract with Contractor have given notice to Surety (at the address described in Paragraph 12) and sent a copy, or notice thereof, to Owner, stating that a claim is being made under this Bond and, with substantial accuracy, the amount of the claim 4.2 Claimants who do not have a direct contract with Contractor: 1 Have furnished written notice to Contractor and sent a copy, or notice thereof, to Owner, within 90 days after having last performed labor or last furnished materials or equipment included in the claim stating, with substantial accuracy, the amount of the claim and the name of the party to whom the materials or equipment were furnished or supplied, or for whom the labor was done or performed; and 2. Have either received a rejection in whole or in part from Contractor, or not received within 30 days of furnishing the above notice any communication from Contractor by which Contractor had indicated the claim will be paid directly or indirectly; and 3. Not having been paid within the above 30 days, have sent a written notice to Surety (at the address described in Paragraph 12) and sent a copy, or notice thereof, to Owner, stating that a claim is being made under this Bond and enclosing a copy of the previous written notice furnished to Contractor. 5. If a notice by a Claimant required by Paragraph 4 is provided by Owner to Contractor or to Surety, that is sufficient compliance 6. Reserved. 7. Surety's total obligation shall not exceed the amount of this Bond, and the amount of this Bond shall be credited for any payments made in good faith by Surety. 8. Amounts owed by Owner to Contractor under the Contract shall be used for the performance of the Contract and to satisfy claims, if any, under any performance bond. By Contractor furnishing and Owner accepting this Bond, they agree that all funds earned by Contractor in the performance of the Contract are dedicated to satisfy obligations of Contractor and Surety under this Bond, subject to Owner's priority to use the funds for the completion of the Work. 9. Surety shall not be liable to Owner, Claimants, or others for obligations of Contractor that are unrelated to the Contract. Owner shall not be liable for payment of any costs or expenses of any Claimant under this Bond, and shall have under this Bond no obligations to make payments to, give notices on behalf of, or otherwise have obligations to Claimants under this Bond. 10. Surety hereby waives notice of any change, including changes of time, to the Contract or to related subcontracts, purchase orders, and other obligations. 11. No suit or action shall be commenced by a Claimant under this Bond other than in a court of competent jurisdiction in the location in which the Work or part of the Work is located or after the expiration of one year from the date (1) on which the Claimant gave the notice required by Paragraph 4 1 or Paragraph 4.2.3, or (2) on which the last labor or service was performed by anyone or the last materials or equipment were furnished by anyone under the Contract, whichever of (1) or (2) first occurs If the provisions of this paragraph are void or prohibited by law, the minimum period of limitation available to sureties as a defense in the jurisdiction of the suit shall be applicable. 12. Notice to Surety, Owner, or Contractor shall be mailed or delivered to the addresses shown on the signature page Actual receipt of notice by Surety, Owner, or Contractor, however accomplished, shall be sufficient compliance as of the date received at the address shown on the signature page 13. When this Bond has been furnished to comply with a statutory requirement in the location where the Contract was to be performed, any provision in this Bond conflicting with said statutory requirement shall be deemed deleted herefrom and provisions conforming to such statutory requirement shall be deemed incorporated herein. The intent is that this Bond shall be construed as a statutory Bond and 1 not as a common law bond. 14. Upon request of any person or entity appearing to be a potential beneficiary of this Bond, Contractor shall promptly furnish a copy of this Bond or shall permit a copy to be made. 15. Definitions 15.1 Claimant: An individual or entity having a direct contract with Contractor, or with a first -tier subcontractor of Contractor, to furnish labor, materials, or equipment for use in the performance of the Contract. The intent of this Bond shall be to include without limitation in the terms "labor, G: \PROJECTS\2011 \11072 \Hines Addition Final Specs.Doc 4 -8 1 materials or equipment" that part of water, gas, power, light, heat, oil, gasoline, telephone service, or rental equipment used in the Contract, architectural and engineering services required for performance of the Work of Contractor and Contractor's subcontractors, and all other items for which a mechanic's lien may be asserted in the jurisdiction where the labor, materials, or equipment were furnished. 15.2 Contract: The agreement between Owner and Contractor identified on the signature page, including all Contract Documents and changes thereto. 15.3 Owner Default: Failure of Owner, which has neither been remedied nor waived, to pay Contractor as required by the Contract, or to perform and complete or otherwise comply with the other terms thereof. IG: \PROJECTS\2011 \11072 \Hines Addition Final S P ecs.Doc 4 -9 SCHEDULE OF WORKING HOURS In accordance with SECTION 1- 08.0(2) HOURS OF WORK the normal straight time working hours for this project will be from a.m. to p m., days per week. It is understood that normal straight time working hours shall not exceed 40 hours per week, regardless of the number of days worked per week. All hours 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(3) REIMBURSEMENT FOR OVERTIME WORK OF CONTRACTING AGENCY EMPLOYEES as modified by the Special Provisions. 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. Contractor Signature Date IG: \PROJECTS \2011 \11072 \Hines Addition Final Specs.Doc 4 -10 ATTACHMENT 7•C SUBCONTRACTOR CERTIFICATION REQUIRED BY EXECUTIVE ORDER 11246 U.S. Department of Housing and Urban Development CERTIFICATION OF PROPOSED SUBCONTRACTOR REGARDING EQUAL EMPLOYMENT OPPORTUNITY Name of Prime Contractor Project Number INSTRUCTIONS This certification is required pursuant to Executive Order 11246 (30 F.R. 12319 -25). The implementing rules and regulations provide that any bidder or prospective contractor, or any of their proposed subcontractors, shall state as in initial part of the bid or negotiations of the contract whether it has participated in any previous contract or subcontract subject to the equal opportunity clause; and, if so, whether it has filed all compliance reports due under applicable instructions. Where the certification indicates that the bidder has not filed a compliance report due under applicable instructions, such subcontractor shall be required to submit a compliance report before the owner approves the subcontract or pen-nits work to begin under the subcontract. SUBCONTRACTOR'S CERTIFICATION Name and Address of Subcontractor (include zip code): 1. Bidder has participated in a previous contract or subcontract subject to the Equal Opportunity Clause ❑ YES ❑ NO 2. Compliance Reports were required to be filed in connection with such contract or subcontract. ❑ YES ❑ NO 3. Bidder has filed all compliance reports due under applicable instructions, including SF -100. ❑ YES ❑ NO ❑ NOT REQUIRED 4. Have you ever been or are you being considered for sanction due to violation of Executive Order 11246, as amended? ❑ YES ❑ NO Name and Title of Signer (please type) Signature Date NOTE: If a subcontract is under $10,000, this form is not required. Instructions for Completing Form: Attachment 7 -D(3) 1. Enter the name and address of the CDBG Grantee 2. Grant Number 3. Enter the dollar amount of the grant CDBG Funds ONLY 4. Name of person completing form 5. Contract information for person completing form 6. Date Grant Awarded 7. Date this report submitted Part I: Employment and Training Opportunities ➢ Column A: Contains various job categories. Professional are defined as people who have special knowledge of an occupation such as architects, grant administrators, engineers, etc. For construction positions, list each trade and provide data in columns B through F for each trade where persons were employed. The category of "Other" includes occupations such as service workers. ➢ Column B: (MANDATORY FIELD) Enter the number of new hires for each category of workers identified in Column A in connection with this grant award. "New Hires" refers to a person who is not on either the recipient's or the contractor's payroll at the time the grant was awarded. ➢ Column C: (MANDATORY FIELD) Enter the number of Section 3 new hires for each category of workers identified in Column A in connection with this grant award. "Section 3 New Hires" refers to a Section 3 resident who is not on either the recipient's or the contractor's payroll at the time the grant was awarded. ➢ Column D: Enter the percentage of Section 3 new Hire staff hours spent on this grant. (Section 3 New Hire Hours =Total New Hire Hours) ➢ Column E: Enter the percentage of the total staff hours worked by Section 3 employees and trainees on this grant — including new hires. Also include staff hours for full time and part time employees. (Section 3 Employee Hours _ Total Employee Hours) ➢ Column F: (MANDATORY FIELD) Enter the number of Section 3 residents that were trained in connection with this grant. Part II: Contract Opportunities Block I: Construction Contracts Item A: Enter the total dollars amount of contracts awarded on the grant (CDBG dollars only). Item B: Enter the dollar amount of Section 3 contracts awarded on the grant (CDBG dollars only). Item C: Enter the percentage of Section 3 contracts awarded on the grant (CDBG dollars only). Section 3 contract dollars Total contract dollars. Item D: Enter the number of Section 3 businesses receiving contract awards in association with this grant. Block II: Non - Construction Contracts Item A: Enter the total dollar amount of contracts awarded on the grant (CDBG dollars only). Item B: Enter the dollar amount of Section 3 contracts awarded on the grant (CDBG dollars only). Item C: Enter the percentage of Section 3 contracts awarded on the grant (CDBG dollars only). Section 3 dollars _ Total contract dollars. Item D: Enter the number of Section 3 businesses receiving contract awards in association with this grant. tPart III: Summary of Efforts — Self Explanatory Attachment 7 -D(3) SECTION 3 SUMMARY REPORT Economic Opportunities for Low -and Very Low - Income Persons 1. Grantee Name & Address: (Street, City, State, Zip) 2. Grant Number: 3. Total Amount of CDBG Award: 4. Contact Person Name: 5. Contact Person Phone: 6. Grant Award Date: 7 Date Report Submitted: Part I: Employment and Training ( "Columns B, C, and F are mandatory fields. Include New Hires in E & F A Job Category B Number of New Hires C Number of New Hires that are Sec. 3 Residents D % Aggregate Number of Staff Hours of New Hires that are Sec. 3 Residents E % of Total Staff Hours for Sec. 3 Employees and Trainees F Number of Sec. 3 Trainees Professionals Technicians Office /Clerical Construction by Trade (List) Trade Trade Trade Trade Trade Trade Other (List) otal IPart II: Contracts Awarded Attachment 7 -D(3) uunstrucuon uomxaci: G A. Total dollar of contracts awarded (CDBG funds only) $ B. Total dollar amount of contracts awarded to Section 3 businesses (CDBG funds only) C. Percentage of the total CDBG Contract dollar amount that was awarded to Section 3 businesses (B divided by A) D. Total number of Section 3 businesses receiving CDBG contracts /monies 2. Non - Construction Contracts: M-1 A. Total dollar amount of non - construction contracts awarded (CDBG funds only) $ B. Total dollar amount of non - construction contracts awarded to Section 3 businesses (CDBG funds only) $ C. Percentage of the total CDBG non - construction contract dollar amount that was awarded to Section 3 businesses D. Total number of Section 3 businesses receiving CDBG non - construction contracts Dom.+ 111- C..— w.... -....I Cii... -a-. If no Section 3 persons were hired, or no Section 3 contracts were awarded, please provide a brief explanation as to why. ry M Contract and Subcontract Activity US. Department of Housing and Urban Development OMB Approval No.: 25770088.(exp, 0613012004) 2502- o35s(exp.10/3112004) Public Reporting Burden for this collection of In*matlon Is estimated to average .50 hours penresponse, including the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the coliectiori ,of information, This information is voluntary. HUD may not coked this intomtstion, and you are not required to complete this form, unless 4 displays a cmengy valid OMB Control Number. Executive Order 12421 dated Jyy 14,1983.4irects the; Minority Business Deyelopmard Plans shall,be developed by each Federal Agency and that these annual plane shelf establish minority business development objectives. The information Is used by HUD to monitor and evettxta h18E tigtivilfea against the, Miat program activity and" desigrteted minority business:.etitarpdse (MBE)'goa(s. Tare 0vtmsht requires ft intorrm0o i to provide gudanoa and oversight for programs for the development of mitadry business ertterpdse concerning MHoritpBusiness Dsvelopmen .1 fhb intimation is riot cofls cod HU6;elo4_W -be able t6 establish meanitgtui MBE goals nor evalusta MBE performance age insfthese goals. While no asswaltces of confidentiality is.pledged.to respondents; HUD ge- 114.disdoses this date ony in responser to a Freedom of Information request Privacy Act Notice - The United States Department of Housing and Urban Devebpmerrt, Federal Hwft Administri lion, is authori2ed to solicit the information requested in this farm by virtue of Title 14 Uritad States Code, Sedan 1701 at seq., and regulations promulgated thereunder at Titte 12, Code of Federal Regulations. it wig not be disclosed or roused outside the United States Department of Housing and Urban Development without your consent, except as required or peir itted by law. Check iF. PHA ' IHA 3s. NameMCanuetP«aa+ 3b.r Phone Number (Induft Area Code) 4. aepoAingPeriod Oct. 1 - Sept 30 (Annual -Fl) s. Prop lunCadeiNotapplicabtorotCPDprogram s.) � See explanaaan of codes at bottom'oi page, Use a separate sfinet for each pram code. S. Date subnaeodto Mold Office, Oranti"eclNumb&of HUD Coe Numbiai or os»ridenit6catfcn0kopeft sikdivAdon, dealing unk, etc. 7e. Amount of Contract orSubconhact 7b, Typed Trade Cede. (see NOW) 70. Contractor or Subcomraetot &lsineaa AW&Kh* Code (Sore below) 7d, ,Worran ; Owned: 6ueiaaaa : (yes or No), 7e, .PAmeContractor keniffkation (ID) Nul"bar 7t. Sec. 3 70. Subcailroft Identdloaeon (iD) Number 711, Sao 3 71L ContraciorlSubconaactor Name and Address Name Sine" CRY Stale zip Code 3 = Section li Noninsured, Non•HFOA 7 = Pubticridian.Housing 3 < Other 3 .. Repair 8 s EducatioNTraining 4 x. Hispanic Americans 4 = Insured (Management 4 . Service 9 = Arch/Engrg. Appraisal 5 =.AsiarJPacific Americans 5 = Project Mangt, 0 = Omar 6 = Hasidic Jews Previous editions are obsolete. torn HUD -2516 (1198) D n 0 x M Z ti 6 7c; Type of Trade Codes: 7d: RadiMhnlc Codes: 5; Program Codes (Can+plele for Housing ant Public and Indian Housing programs vtiy): CPO: HousinW ttbBe Housing: 1 .. Wh*Americans 1 <All.insured, including Section 8 5 = Section 202' i = Now Construction f = Naw Construction 6 = Protessionai 2 = Black.Amertcans 2 = Ftexibie Subsidy 6 = HUD-Held (Management)- 2 . EdueationiTraining 2 = Substanfiai Rehab. 7 a Tenant Services 3 a Native Americans 3 = Section li Noninsured, Non•HFOA 7 = Pubticridian.Housing 3 < Other 3 .. Repair 8 s EducatioNTraining 4 x. Hispanic Americans 4 = Insured (Management 4 . Service 9 = Arch/Engrg. Appraisal 5 =.AsiarJPacific Americans 5 = Project Mangt, 0 = Omar 6 = Hasidic Jews Previous editions are obsolete. torn HUD -2516 (1198) D n 0 x M Z ti 6 SECTION 5 -LABOR STANDARDS AND WAGE RATE CONDITIONS 1 G: \PROJECTS \2011 \11072 \Hines Addition Final Specs.doc 5 -1 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 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 the higher rate of either Federal Wage Rates or State Wage Rates 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 sums 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. Also following the acceptance of the project, the local government body 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 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. Payrolls shall list each employee's total (Hourly pay plus hourly fringe benefit) pay rate. The Contractor and all Subcontractors shall also be required to submit Monthly Employment Utilization Reports in accordance with these Specifications. G: \PROJECTS \2011 \11072 \Hines Addition Final Specs.doc 5 -2 Page 1 of 18 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. Prevailing wage rates which have been published On: 8/1/2011 and will be effective from: 8/31/2011 .n........n..,..u< -r..,. - County .. x..... a-.. �........._..... ... w+ n... .........�......e......�... -.._ Trade -. vu...... r............�.ae..�... >�..n.n ..._. w._......u.. _.,.x Job Classification ....._- ...u...� Wage I ..m.+.nsn....u... Holiday lOvertime - mnuc..._..<w... ...tee ...... .. ..... 3 Note Yakima w Asbestos Abatement Workers Journey Level $17.83 1 PYakima Boilermakers Journey Level $57.99 5N 1C Yakima Brick Mason Journey Level $40.03 5A 1M SYakima Building Service Emp to y ees Janitor $8.67 1 r .Yakima Building Service Emplovees Shampooer $11.14 1 Yakima Building Service Employees Waxer $8.67 1 'Yakima E Building Service mplovees Window Cleaner $9.14 1 Yakima Cabinet Makers (In Shop) Journey Level $16.35 1 Yakima Carpenters Journey Level $29.72 1 yYakima Cement Masons Journey Level $36.50 7B 1N Yakima Divers Et Tenders Diver $100.28 5D 1M 8A ..'Yakima i Divers Et Tenders Diver On Standby $56.68 5D 1M ;Yakima Divers Et Tenders Diver Tender $52.23 5D 1M ;Yakima t Divers Et Tenders Surface Rcv Et Rov Operator $52.23 5D 1M ,Yakima Divers Ft Tenders Surface Rcv it Rov Operator Tender $48.67 5A 1 B i 'Yakima Dredge Workers Assistant Engineer $49.57 5D 1T 8L ;Yakima Dredge Workers Assistant Mate(deckhand) $49.06 5D 1T 8L 'Yakima Dredge Workers Engineer Welder $49.62 5D 1T 8L 'Yakima Dredge Workers Leverman, Hydraulic $51.19 5D 1T 8L F ,Yakima is Dredge Workers Maintenance $49.06 5D 1T 8L 'Yakima Dredge Workers Mates And Boatmen $49.57 5D 1T 8L Yakima Dredge Workers Oiler $49.19 5D 1T 8L 6 Yakima Drywall Applicator Journey Level $37.85 5D 1M ,,Yakima Drywall Tapers Journey Level $31.79 7E 1 P Nakima ti Electrical Fixture Maintenance Workers Journey Level $43.32 1 Ihttps:H fortress. wa. gov/ lni/ wagelookup /wageupdatepublication .aspx ?PubCtlId =37 8/1/2011 Page 2of18 1 Yakima Electricians - Inside Cable Splicer $53.57 5A 1E Yakima Electricians - Inside Journey Level $51.72 5A 1 E ;,Yakima Electricians - Inside Welder $55.41 5A 1E Yakima Electricians - Motor Shop Craftsman $15.37 1 Yakima Electricians - Motor Shop Journey Level $14.69 1 Yakima Electricians - Powerline Construction Cable Splicer $63.04 5A 4A Yakima Electricians - Powerline Certified Line Welder $57.61 5A 4A Construction Yakima Electricians - Powerline Groundperson $41.06 5A 4A Construction Yakima Electricians - Powerline Head Groundperson $43.33 5A 4A Construction Yakima Electricians - Powerline Heavy Line Equipment Operator $57.61 5A 4A Construction Yakima Electricians - Powerline Jackhammer Operator $43.33 5A 4A Construction Yakima Electricians - Powerline Journey Level Lineperson $57.61 5A 4A Construction Yakima Electricians - Powerline Line Equipment Operator $48.64 5A 4A Construction Yakima Electricians - Powerline Construction Pole Sprayer $57.61 5A 4A Yakima Electricians - Powerline Powderperson $43.33 5A 4A Construction Yakima Electronic Technicians Journey Level $23.40 1 Yakima Elevator Constructors Mechanic $72.01 7D 4A Yakima Elevator Constructors Mechanic In Charge $78.13 7D 4A 'Yakima Fabricated Precast Concrete Products Craftsman - In- Factory Work Only $8.72 1 ':Yakima Fabricated Precast Concrete Products Journey Level - In- Factory Work Only $8.67 1 Yakima Fence Erectors Fence Erector $13.79 1 'Yakima Flaggers Journey Level $24.62 1 Yakima Glaziers Journey Level $22.43 61 1 B Yakima Heat Et Frost Insulators And Journey Level $25.32 1 Asbestos Workers ;Yakima Heating Equipment Mechanics Journey Level $34.85 1 i,Yakima Hod Carriers Et Mason Tenders Journey Level $33.05 7A 2Y Yakima Industrial Engine And Machine Mechanics Journey Level $15.65 1 =Yakima Industrial Power Vacuum Journey Level $9.24 1 Cleaner Yakima Inland Boatmen Journey Level $8.67 1 Yakima Inspection /Cleaning /Sealing Cleaner Operator, Foamer Operator $9.73 1 Of Sewer Et Water Systems https: // fortress. wa. gov/ lni/ wagelookup /wageupdatepublication .aspx ?PubCtlId =37 8/1/2011 1 Page 3 of 18 Ihtt p s:// fortress. wa. gov/ lni/ wagelookup /wageupdatepublication .aspx ?PubCtlld =37 8/1/2011 By Remote Control Yakima 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 Of Sewer Et Water Systems By Remote Control 'Yakima Inspection /Cleaning /Sealing Technician $8.67 1 Of Sewer Et Water Systems By Remote Control Yakima Inspection /Cleaning Tv Truck Operator $10.53 1 Of Sewer Et Water Systems By Remote Control Yakima Insulation Applicators Journey Level $37.85 5D 1M ;Yakima Ironworkers Journeyman $50.94 7N 10 ;Yakima Laborers Air, Gas Or Electric Vibrating Screed $32.11 7A 2Y Yakima Laborers Airtrac Drill Operator $33.05 7A 2Y 'Yakima Laborers Ballast Regular Machine $32.11 7A 2Y Yakima Laborers Batch Weighman $30.15 7A 2Y Yakima Laborers Brick Pavers $32.11 7A 2Y Yakima Laborers Brush Cutter $32.11 7A 2Y Yakima Laborers Brush Hog Feeder $32.11 7A 2Y "Yakima Laborers Burner $32.11 7A 2Y Yakima Laborers Caisson Worker $33.05 7A 2Y Yakima Laborers Carpenter Tender $32.11 7A 2Y 'Yakima Laborers Cement Dumper - paving $32.66 7A 2Y Yakima Laborers Cement Finisher Tender $32.11 7A 2Y Yakima Laborers Change House Or Dry Shack $32.11 7A 2Y Yakima Laborers Chipping Gun (under 30 Lbs. ) $32.11 7A 2Y 'Yakima Laborers Chipping Gun(30 Lbs. And Over) $32.66 7A 2Y Yakima Laborers Choker Setter $32.11 7A 2Y Yakima Laborers Chuck Tender $32.11 7A 2Y Yakima Laborers Clary Power Spreader $32.66 7A 2Y 'Yakima Laborers Clean -up Laborer $32.11 7A 2Y ,Yakima Laborers Concrete Dumper /chute Operator $32.66 7A 2Y IYakima Laborers Concrete Form Stripper $32.11 7A 2Y ',Yakima Laborers Concrete Placement Crew $32.66 7A 2Y 'Yakima Laborers Concrete Saw Operator /core Driller $32.66 7A 2Y `Yakima Laborers Crusher Feeder $30.15 7A 2Y Yakima Laborers Curing Laborer $32.11 7A 2Y Yakima Laborers Demolition: Wrecking Et Moving (incl. Charred $32.11 7A 2Y Ihtt p s:// fortress. wa. gov/ lni/ wagelookup /wageupdatepublication .aspx ?PubCtlld =37 8/1/2011 Page 4 of 18 1 https: // fortress. wa. gov/ lni/ wagelookup /wageupdatepublication .aspx ?PubCtlld =37 8/1/2011 1 Material) Yakima Laborers Ditch Digger $32.11 7A 2Y Yakima Laborers Diver $33.05 7A 2Y Yakima Laborers Drill Operator (hydraulic, diamond) $32.66 7A 2Y Yakima Laborers Dry Stack Walls $32.11 7A 2Y Yakima Laborers Dump Person $32.11 7A 2Y Yakima Laborers Epoxy Technician $32.11 7A 2Y Yakima Laborers Erosion Control Worker $32.11 7A 2Y Yakima Laborers Faller Et Bucker Chain Saw $32.66 7A 2Y Yakima Laborers Fine Graders $32.11 7A 2Y Yakima Laborers Firewatch $30.15 7A 2Y Yakima Laborers Form Setter $32.11 7A 2Y Yakima Laborers Gabian Basket Builders $32.11 7A 2Y Yakima Laborers General Laborer $32.11 7A 2Y Yakima Laborers Grade Checker Et Transit Person $33.05 7A 2Y Yakima Laborers Grinders $32.11 7A 2Y Yakima Laborers Grout Machine Tender $32.11 7A 2Y 'Yakima Laborers Groutmen (pressure) including Post Tension Beams $32.66 7A 2Y Yakima Laborers Guage and Lock Tender $33.15 7A 2Y 88 Yakima Laborers Guardrail Erector $32.11 7A 2Y Yakima Laborers Hazardous Waste Worker (level A) $33.05 7A 2Y Yakima Laborers Hazardous Waste Worker (level B) $32.66 7A 2Y Yakima Laborers Hazardous Waste Worker (level C) $32.11 7A 2Y Yakima Laborers High Scaler $33.05 7A 2Y Yakima Laborers Jackhammer $32.66 7A 2Y Yakima Laborers Laserbeam Operator $32.66 7A 2Y Yakima Laborers Maintenance Person $32.11 7A 2Y Yakima Laborers Manhole Builder - mudman $32.66 7A 2Y Yakima Laborers Material Yard Person $32.11 7A 2Y Yakima Laborers Motorman -dinky Locomotive $32.66 7A 2Y Yakima Laborers Nozzleman (concrete Pump, Green Cutter When Using Combination Of High Pressure Air Et Water On Concrete Et Rock, Sandblast, Gunite, Shotcrete, Water Bla $32.66 7A 2Y Yakima Laborers Pavement Breaker $32.66 7A 2Y Yakima Laborers Pilot Car $30.15 7A 2Y https: // fortress. wa. gov/ lni/ wagelookup /wageupdatepublication .aspx ?PubCtlld =37 8/1/2011 1 Page 5of18 Yakima Laborers Pipe Layer(lead) $33.05 7A 2Y Yakima Laborers Pipe Layer /tailor $32.66 7A 2Y Yakima Laborers Pipe Pot Tender $32.66 7A 2Y Yakima Laborers Pipe Reliner $32.66 7A 2Y Yakima Laborers Pipe Wrapper $32.66 7A 2Y 'Yakima Laborers Pot Tender $32.11 7A 2Y Yakima Laborers Powderman $33.05 7A 2Y Yakima Laborers Powderman's Helper $32.11 7A 2Y Yakima Laborers Power Jacks $32.66 7A 2Y Yakima Laborers Railroad Spike Puller - Power $32.66 7A 2Y !Yakima Laborers Raker - Asphalt $33.05 7A 2Y Yakima Laborers Re- timberman $33.05 7A 2Y Yakima Laborers Remote Equipment Operator $32.66 7A 2Y Yakima Laborers Rigger /signal Person $32.66 7A 2Y ''Yakima Laborers Rip Rap Person $32.11 7A 2Y Yakima Laborers Rivet Buster $32.66 7A 2Y Yakima Laborers Rodder $32.66 7A 2Y `:Yakima Laborers Scaffold Erector $32.11 7A 2Y "Yakima Laborers Scale Person $32.11 7A 2Y ;Yakima Laborers Sloper (over 20 ") $32.66 7A 2Y Yakima Laborers Sloper Sprayer $32.11 7A 2Y ',Yakima Laborers Spreader (concrete) $32.66 7A 2Y ,Yakima Laborers Stake Hopper $32.11 7A 2Y ;;Yakima Laborers Stock Piler $32.11 7A 2Y Yakima Laborers Tamper Et Similar Electric, Air Ft Gas Operated Tools $32.66 7A 2Y ;Yakima Laborers Tamper (multiple $ Self- propelled) $32.66 7A 2Y Yakima Laborers Timber Person - Sewer (lagger, Shorer E. Cribber) $32.66 7A 2Y :.Yakima Laborers Toolroom Person (at Jobsite) $32.11 7A 2Y 'Yakima Laborers Topper $32.11 7A 2Y Yakima Laborers Track Laborer $32.11 7A 2Y .Yakima Laborers Track Liner (power) $32.66 7A 2Y ;Yakima Laborers Truck Spotter $32.11 7A 2Y :;Yakima Laborers Tugger Operator $32.66 7A 2Y "Yakima Laborers Tunnel Work -Miner $33.15 7A 2Y 8g "Yakima Laborers Vibrator $32.66 7A 2Y ,Yakima Laborers Vinyl Seamer $32.11 7A 2Y Yakima Laborers Watchman $27.52 7A 2Y Yakima Laborers Welder $32.66 7A 2Y „Yakima Laborers Well Point Laborer $32.66 7A 2Y Ihttps:H fortress. wa. gov/ lni/ wagelookup /wageupdatepublication .aspx ?PubCtlId =37 8/1/2011 Page 6of18 1 Yakima Laborers Window Washer /cleaner $27.52 7A 2Y Yakima Laborers - Underground General Laborer Et Topman $32.11 7A 2Y Sewer Et Water Yakima Laborers - Underground Sewer Et Water Pipe Layer $32.66 7A 2Y Yakima Landscape Construction Irrigation Or Lawn Sprinkler Installers $9.00 1 Yakima Landscape Construction Landscape Equipment Operators Or Truck Drivers $15.45 1 Yakima Landscape Construction Landscaping Or Planting Laborers $9.00 1 Yakima Lathers Journey Level $37.85 5D 1M Yakima Marble Setters Journey Level $40.03 5A 1M ,Yakima Metal Fabrication (In Shop) Fitter $12.00 1 Yakima Metal Fabrication (In Shop) ILaborer $10.31 1 Yakima Metal Fabrication (In Shop) Machine Operator $11.32 1 Yakima Metal Fabrication (in Shop) Painter $12.00 1 Yakima Metal Fabrication (In Shop) Welder $11.32 1 Yakima Millwright Journey Level $26.05 1 Yakima Modular Buildings Journey Level $14.11 1 Yakima Painters Journeyman $28.12 6Z 1W Yakima Pile Driver Journey Level $48.19 5A 1M Yakima Plasterers Journey Level $46.63 1R „Yakima Playground Et Park Equipment Installers Journey Level $8.67 1 'Yakima Plumbers Et Pipefitters Journey Level $28.75 1 'Yakima Power Equipment Operators Asphalt Plant Operators $50.39 7A 1T 8P Yakima Power Equipment Operators Assistant Engineer $47.12 7A 1T 8P Yakima Power Equipment Operators Barrier Machine (zipper) $49.90 7A 1T 8P Yakima Power Equipment Operators Batch Plant Operator, Concrete $49.90 7A 1T 8P :Yakima Power Equipment Operators Bobcat $47.12 7A 1T 8P ;Yakima Power Equipment Operators Brokk - Remote Demolition Equipment $47.12 7A 1T 8P Yakima Power Equipment Operators Brooms $47.12 7A 1T 8P Yakima Power Equipment Operators Bump Cutter $49.90 7A 1T 8P Yakima Power Equipment Operators Cableways $50.39 7A 1T 8P 'Yakima Power Equipment Operators Chipper $49.90 7A 1T 8P Yakima Power Equipment Operators Compressor $47.12 7A 1T 8P 'Yakima Power Equipment Operators Concrete Pump: Truck Mount With Boom Attachment Over 42 M $50.39 7A 1T 8P Yakima Power Equipment Operators Concrete Finish Machine - laser Screed $47.12 7A 1T 8P Yakima Power Equipment Operators Concrete Pump - Mounted Or Trailer High Pressure $49.48 7A 1T 8P https: // fortress. wa. gov/ lni/ wagelookup /wageupdatepublication.as p x ?PubCtlId =37 8/1/2011 1 Page 7of18 I ht s:Hfortress.wa. ov /lni/wa elooku /wa eu date ublication.as x ?PubCtlld =37 8/1/2011 � g g P g P P P Line Pump, Pump High Pressure. ',Yakima Power Equipment Operators Concrete Pump: Truck Mount With Boom Attachment Up To 42m $49.90 7A IT 8P Yakima Power Equipment Operators Conveyors $49.48 7A IT 8P Yakima Power Equipment Operators Cranes: 20 Tons Through 44 Tons With Attachments Overhead, Bridge Type Crane: 20 Tons Through 44 Tons $49.90 7A IT 8P ;Yakima Power Equipment Operators Cranes: 100 Tons Through 199 Tons, or 150' of boom (including jib with attachments); Overhead, bridge type, 100 tons and over; Tower crane up to 175' in height, base to boom. $50.94 7A IT 8P Yakima Power Equipment Operators Cranes: 200 Tons To 300 Tons, Or 250' Of Boom (including Jib With Attachments) $51.51 7A IT 8P ,;Yakima Power Equipment Operators Cranes: 45 Tons Through 99 Tons, Under 150' Of Boom (including Jib With Attachments) $50.39 7A IT 8P +Yakima Power Equipment Operators Cranes: A -frame - 10 Tons And Under $47.12 7A IT 8P ;Yakima Power Equipment Operators Cranes: Friction 100 Tons Through 199 Tons $51.51 7A IT 8P 'Yakima Power Equipment Operators Cranes: Friction Over 200 Tons $52.07 7A IT 8P 'Yakima Power Equipment Operators Cranes: Over 300 Tons Or 300' Of Boom (including Jib With Attachments) $52.07 7A IT 8P 'Yakima Power Equipment Operators Cranes: Through 19 Tons With Attachments A- frame Over 10 Tons $49.48 7A IT 8P ;Yakima Power Equipment Operators Crusher $49.90 7A IT 8P ':Yakima Power Equipment Operators Deck Engineer /deck Winches (power) $49.90 7A IT 8P Yakima Y Power Equipment Operators Derricks, On Building Work $50.39 7A IT 8P Yakima Power Equipment Operators Dozer Quad 9, HD 41, D10 and Over $50.39 7A IT 8P Yakima Power Equipment Operators Dozers D -9 E Under $49.48 7A IT 8P Yakima Power Equipment Operators Drill Oilers: Auger Type, Truck Or Crane Mount $49.48 7A IT 8P `Yakima Power Equipment Operators Drilling Machine $49.90 7A IT 8P ;Yakima Power Equipment Operators Elevator And Man -lift: Permanent And Shaft $47.12 7A IT 8P I ht s:Hfortress.wa. ov /lni/wa elooku /wa eu date ublication.as x ?PubCtlld =37 8/1/2011 � g g P g P P P Page 8of18 ' https: // fortress. wa. gov/ lni/ wagelookup /wageupdatepublication.as p x ?PubCtlId =37 8/1/2011 1 Type Yakima Power Equipment Operators Finishing Machine, Bidwell And Gamaco Et Similar Equipment $49.90 7A 1T 8P Yakima Power Equipment Operators Forklift: 3000 Lbs And Over With Attachments $49.48 7A 1T 8P .:Yakima Power Equipment Operators Forklifts: Under 3000 Lbs. With Attachments $47.12 7A 1T 8P Yakima Power Equipment Operators Grade Engineer: Using Blue Prints, Cut Sheets, Etc $49.90 7A 1T 8P Yakima Power Equipment Operators Gradechecker /stakeman $47.12 7A 1T 8P ,Yakima Power Eq ui pm eat Operators Guardrail Punch /Auger $49.90 7A 1T 8P 'Yakima Power Equipment Operators Hard Tail End Dump Articulating Off- Road Equipment 45 Yards. Et Over $50.39 7A 1T 8P Yakima Power Equipment Operators Hard Tail End Dump Articulating Off -road Equipment Under 45 Yards $49.90 7A 1T 8P Yakima Power Equipment Operators Horizontal /directional Drill Locator $49.48 7A 1T 8P Yakima Power Equipment Operators Horizontal /directional Drill Operator $49.90 7A 1T 8P Yakima Power Equipment Operators Hydralifts /boom Trucks Over 10 Tons $49.48 7A IT 8P ;Yakima P_ ower Equipment Operators Hydralifts /boom Trucks, 10 Tons And Under $47.12 7A 1T 8P Yakima Power Equipment Operators Loader, Overhead 8 Yards. Et Over $50.94 7A 1T 8P Yakima Power Equipment Operators Loader, Overhead, 6 Yards. But Not Including 8 Yards $50.39 7A 1T 8P Yakima Power Equipment Operators Loaders, Overhead Under 6 Yards $49.90 7A 1T 8P Yakima Power Equipment Operators Loaders, Plant Feed $49.90 7A 1T 8P Yakima Power Equipment Operators Loaders: Elevating Type Belt $49.48 7A 1T 8P 'Yakima Power Equipment Operators Locomotives, All $49.90 7A 1T 8P Yakima Power Equipment Operators Material Transfer Device $49.90 7A 1T 8P .Yakima Power Equipment Operators Mechanics, All (leadmen - $0.50 Per Hour Over Mechanic) $50.94 7A 1T 8P Yakima Power Equipment Operators Mixers: Asphalt Plant $49.90 7A 1T 8P Yakima Power Equipment Operators Motor Patrol Grader - Non- finishing $49.48 7A 1T 8P ,Yakima Power Equipment Operators Motor Patrol Graders, Finishing $50.39 7A 1T 8P 'Yakima Power Equipment Operators Mucking Machine, Mole, Tunnel Drill, Boring, Road $50.39 7A 1T 8P https: // fortress. wa. gov/ lni/ wagelookup /wageupdatepublication.as p x ?PubCtlId =37 8/1/2011 1 Page 9of18 I htt s: / /fortress.wa. ov /lni/wa elooku /wa eu date ublication.as x ?PubCtlId =37 8/1/2011 P g g p g P P P Header And /or Shield Yakima Power Equipment Operators Oil Distributors, Blower Distribution Et Mulch Seeding Operator $47.12 7A 1T 8P Yakima Power Equipment Operators Outside Hoists (elevators And Manlifts), Air Tuggers,strato $49.48 7A 1T 8P 'Yakima Power Equipment Operators Overhead, Bridge Type: 45 Tons Through 99 Tons $50.39 7A 1T 8P 'Yakima Power Equipment Operators Pavement Breaker $47.12 7A 1T 8P _Yakima Power Equipment Operators Pile Driver (other Than Crane Mount) $49.90 7A 1T 8P `_Yakima Power Equipment Operators Plant Oiler - Asphalt, Crusher $49.48 7A 1T 8P Yakima Power Equipment Operators Posthole Digger, Mechanical $47.12 7A 1T 8P Yakima Power Equipment Operators Power Plant $47.12 7A 1T 8P ;Yakima Power Equipment Operators Pumps - Water $47.12 7A 1T 8P 'Yakima Power Equipment Operators Quick Tower - No Cab, Under 100 Feet In Height Based To Boom $47.12 7A 1T 8P yYakima Power Equipment Operators Remote Control Operator On Rubber Tired Earth Moving Equipment $50.39 7A 1T 8P `Yakima Power Equipment Operators Rigger And Bellman $47.12 7A 1T 8P `Yakima Power Equipment Operators Rollagon $50.39 7A 1T 8P 'Yakima Power Equipment Operators Roller, Other Than Plant Mix $47.12 7A 1T 8P 'Yakima Power Equipment Operators Roller, Plant Mix Or Multi- lift Materials $49.48 7A 1T 8P Yakima Power Equipment Operators Roto -milt, Roto - grinder $49.90 7A 1T 8P ,Yakima Power Equipment Operators Saws - Concrete $49.48 7A 1T 8P °Yakima Power Equipment Operators Scraper, Self Propelled Under 45 Yards $49.90 7A IT 8P :Yakima Power Equipment Operators Scrapers - Concrete Et Carry All $49.48 7A 1T 8P Yakima a Power Equipment Operators Scrapers, Self - propelled: 45 Yards And Over $50.39 7A 1T 8P ;Yakima Power Equipment Operators Service Engineers - Equipment $49.48 7A 1T 8P :'_'Yakima Power Equipment Operators Shotcrete /gunite Equipment $47.12 7A 1T 8P 6 Yakima a .,Yakima Power Equipment Operators Shovel , Excavator, Backhoe, Tractors Under 15 Metric Tons. Shovel, Excavator, Backhoe: Over 30 Metric Tons To 50 Metric Tons $49.48 $50.39 7A 7A 1T 1T 8P 8P Power Equipment Operators '.Yakima G Power Equipment Operators Shovel, Excavator, Backhoes, Tractors: 15 To $49.90 7A 1T 8P I htt s: / /fortress.wa. ov /lni/wa elooku /wa eu date ublication.as x ?PubCtlId =37 8/1/2011 P g g p g P P P Page 10 of 18 1 https: // fortress. wa. gov/ lni/ wagelookup /wageupdatepublication .aspx ?PubCtlld =37 8/1/2011 1 30 Metric Tons Yakima Power Equipment Operators Shovel, Excavator, Backhoes: Over 50 Metric Tons To 90 Metric Tons $50.94 7A 1T 8P 'Yakima Power Equipment Operators Shovel, Excavator, Backhoes: Over 90 Metric Tons $51.51 7A IT 8P ;Yakima Power Equipment Operators Slipform Pavers $50.39 7A 1T 8P ,Yakima Power Equipment Operators Spreader, Topsider Et Screedman $50.39 7A 1T 8P ',Yakima Power Equipment Operators Subgrader Trimmer $49.90 7A 1T 8P ;Yakima Power Equipment Operators Tower Bucket Elevators $49.48 7A 1T 813 Yakima Power Equipment Operators Tower Crane Over 175'in Height, Base To Boom $51.51 7A 1T 8P `Yakima Power Equipment Operators Tower Crane Up To 175' In Height Base To Boom $50.94 7A 1T 8P Yakima Power Equipment Operators Transporters, Alt Track Or Truck Type $50.39 7A 1T 8P ;Yakima Power Equipment Operators Trenching Machines $49.48 7A 1T 8P r Yakima Power Equipment Operators Truck Crane Oiler /driver - 100 Tons And Over $49.90 7A 1T 8P ";Yakima Power Equipment Operators Truck Crane Oiler /driver Under 100 Tons $49.48 7A 1T 813 ;Yakima Power Equipment Operators Truck Mount Portable Conveyor $49.90 7A 1T 8P Yakima Power Equipment Operators Welder $50.39 7A 1T 8P ;Yakima Power Equipment Operators Wheel Tractors, Farmall Type $47.12 7A 1T 8P ':Yakima Power Equipment Operators Yo Yo Pay Dozer $49.90 7A 1T 8P `Yakima I, „Yakima Power Equipment Operators- Underground Asphalt Plant Operators Assistant Engineer g $50.39 $47.12 7A 7A 1T 1T 8P 8P Sewer Et Water Power Equipment Operators- Underground Sewer Et Water Yakima Power Equipment Operators- Underground Sewer & Water Barrier Machine (zipper) $49.90 7A 1T 8P 'Yakima Power Equipment Operators Underground Batch Plant Operator, Concrete $49.90 7A 1T 8P Sewer Et Water `Yakima pYakima l Power Equipment Operators- Underground Sewer Et Water Power Equipment Operators- Underground Sewer & Water Bobcat Brokk - Remote Demolition Equipment $47.12 $47.12 7A 7A 1T 1T 8P 8P Yakima Power Equipment Operators- Underground Brooms $47.12 7A 1T 8P Sewer Et Water l https: // fortress. wa. gov/ lni/ wagelookup /wageupdatepublication .aspx ?PubCtlld =37 8/1/2011 1 Page 11 of 18 4Yakima Power Equipment Bump Cutter $49.90 7A IT 8P " Operators- Underground Sewer Et Water IYakima Power Equipment Cableways $50.39 7A IT 8P y Operators- Underground Sewer Et Water ;Yakima Power Equipment Chipper $49.90 7A IT 8P Operators- Underground Sewer Et Water !Yakima Power Equipment Compressor $47.12 7A IT 8P Operators- Underground Sewer Et Water Yakima Power Equipment Concrete Pump: Truck $50.39 7A IT 8P Operators- Underground Mount With Boom Sewer Et Water Attachment Over 42 M "Yakima Power Equipment Concrete Finish Machine $47.12 7A IT 8P Operators- Underground laser Screed F Sewer Et Water 'Yakima Power Equipment Concrete Pump - Mounted $49.48 7A IT 8P Operators- Underground Or Trailer High Pressure Sewer 8t Water Line Pump, Pump High Pressure. 'Yakima Power Equipment Concrete Pump: Truck $49.90 7A IT 8P r Operators- Underground Mount With Boom p Sewer Et Water Attachment Up To 42m ,Yakima Power Equipment Conveyors $49.48 7A IT 8P t Operators- Underground Sewer Et Water 'Yakima Power Equipment Cranes: 20 Tons Through $49.90 7A IT 8P Operators- Underground 44 Tons With Attachments k Sewer 8t Water Overhead, Bridge Type m Crane: 20 Tons Through 44 Tons Yakima Power Equipment Cranes: 200 Tons To 300 $51.51 7A IT 8P Operators- Underground Tons, Or 250' Of Boom Sewer Et Water (including Jib With Attachments) Yakima Power Equipment Cranes: 45 Tons Through $50.39 7A IT 8P g Operators- Underground 99 Tons, Under 150' Of Sewer Et Water 3 Boom (including Jib With Attachments) 'Yakima Power Equipment Cranes: A -frame - 10 Tons $47.12 7A IT 8P Operators- Underground And Under Sewer 8t Water jYakima Power Equipment Cranes: Friction 100 Tons $51.51 7A IT 8P Operators- Underground Through 199 Tons F Sewer Et Water Yakima Power Equipment Cranes: Friction Over 200 $52.07 7A IT 8P Operators- Underground Tons Sewer Et Water Yakima Power Equipment Cranes: Over 300 Tons Or $52.07 7A IT 8P Operators- Underground 300' Of Boom (including Sewer Et Water Jib With Attachments) e https:H fortress. wa. gov/ lni/ wagelookup /wageupdatepublication .aspx ?PubCtlId =37 8/1/2011 Page 12 of 18 ' ,Yakima Power Equipment Cranes: Through 19 Tons $49.48 7A 1T 8P Operators- Underground With Attachments A- Sewer Et Water frame Over 10 Tons (,Yakima Power Equipment Crusher $49.90 7A 1T 8P Operators- Underground Sewer Et Water `Yakima Power Equipment Deck Engineer /deck $49.90 7A 1T 8P Operators- Underground Winches (power) Sewer Et Water ,Yakima Power Equipment Derricks, On Building $50.39 7A 1T 8P Operators- Underground Work Sewer Et Water 'Yakima Power Equipment Dozer Quad 9, HD 41, D10 $50.39 7A 1T 8P Operators- Underground and Over Sewer Et Water Yakima Power Equipment Dozers D -9 Et Under $49.48 7A 1T 8P Operators Underground Sewer Et Water Yakima Power Equipment Drill Oilers: Auger Type, $49.48 7A 1T 8P F Operators- Underground Truck Or Crane Mount Sewer Et Water kYakima Power Equipment Drilling Machine $49.90 7A 1T 8P Operators- Underground Sewer Et Water jYakima Power Equipment Elevator And Man -lift: $47.12 7A 1T 8P Operators- Underground Permanent And Shaft Sewer Et Water Type `Yakima Power Equipment Finishing Machine, Bidwell $49.90 7A 1T 8P Operators- Underground And Gamaco Et Similar Sewer Et Water Equipment ;kYakima Power Equipment Forklift: 3000 Lbs And $49.48 7A 1T 8P N Operators- Underground Over With Attachments Sewer Et Water Yakima Power Equipment Forklifts: Under 3000 Lbs. $47.12 7A 1T 8P Operators- Underground With Attachments Sewer Et Water Yakima Power Equipment Grade Engineer: Using $49.90 7A 1T 8P Operators- Underground Blue Prints, Cut Sheets, Sewer Et Water Etc ,Yakima Power Equipment Gradechecker /stakeman $47.12 7A 1T 8P Operators- Underground Sewer Et Water 'Yakima Power Equipment Guardrail Punch /Auger $49.90 7A 1T 8P t Operators- Underground G Sewer Et Water Yakima Power Equipment Hard Tail End Dump $50.39 7A 1T 8P Operators- Underground Articulating Off- Road Sewer Et Water Equipment 45 Yards. Et Over Yakima Power Equipment Hard Tail End Dump $49.90 7A 1T 8P Operators- Underground Articulating Off road Sewer Et Water Equipment Under 45 Yards https: // fortress. wa. gov/ lni/ wagelookup /wageupdatepublication.as p x ?PubCtlId =37 8/1/2011 1 Page 13 of 18 Yakima Power Equipment Horizontal /directional $49.48 7A 1T 8P Operators- Underground Drill Locator Sewer Et Water ,Yakima Power Equipment Horizontal /directional $49.90 7A 1T 8P Operators- Underground Drill Operator Sewer Et Water ;Yakima Power Equipment Hydralifts /boom Trucks $49.48 7A 1T 8P Operators- Underground Over 10 Tons Sewer Et Water Yakima Power Equipment Hydralifts /boom Trucks, $47.12 7A 1T 8P Operators- Underground 10 Tons And Under Sewer Et Water i Yakima Power Equipment Loader, Overhead 8 Yards. $50.94 7A 1T 8P 5 Operators- Underground Et Over Sewer Et Water Yakima Power Equipment Loader, Overhead, 6 $50.39 7A 1T 8P v Operators- Underground Yards. But Not Including 8 Sewer Et Water Yards GYakima Power Equipment Loaders, Overhead Under $49.90 7A 1T 8P Operators- Underground 6 Yards Sewer Et Water Yakima Power Equipment Loaders, Plant Feed $49.90 7A 1T 8P Operators- Underground Sewer Et Water Yakima Power Equipment Loaders: Elevating Type $49.48 7A 1T 8P Operators- Underground Belt Sewer Et Water 6Yakima Power Equipment Locomotives, All $49.90 7A 1T 8P Operators- Underground Sewer Et Water 'Yakima Power Equipment Material Transfer Device $49.90 7A 1T 8P Operators- Underground Sewer Et Water nYakima Power Equipment Mechanics, All (leadmen - $50.94 7A 1T 8P Operators- Underground $0.50 Per Hour Over Sewer Et Water Mechanic) Yakima Power Equipment Mixers: Asphalt Plant $49.90 7A 1T 8P Operators- Underground Sewer Et Water ;Yakima Power Equipment Motor Patrol Grader - $49.48 7A 1T 8P Operators- Underground Non - finishing Sewer Et Water w nYakima Power Equipment Motor Patrol Graders, $50.39 7A 1T 8P Operators- Underground Finishing Sewer Et Water ,,Yakima Power Equipment Mucking Machine, Mole, $50.39 7A 1T 8P a Operators- Underground Tunnel Drill, Boring, Road Sewer Et Water Header And /or Shield Yakima Power Equipment Oil Distributors, Blower $47.12 7A 1T 8P Operators- Underground Distribution it Mulch Sewer Et Water Seeding Operator Yakima Power Equipment Outside Hoists (elevators $49.48 7A 1T 8P Ihttps:H fortress. wa. gov/ lni/ wagelookup /wageupdatepublication .aspx ?PubCtlId =37 8/1/2011 Page 14 of 18 1 https: // fortress. wa. gov/ lni/ wagelookup /wageupdatepublication .aspx ?PubCtlld =37 8/1/2011 1 Operators- Underground And Manlifts), Air Sewer Et Water Tuggers,strato Yakima Power Equipment Overhead, Bridge Type: $50.39 7A 1T 8P Operators- Underground 45 Tons Through 99 Tons Sewer Et Water ;,Yakima Power Equipment Pavement Breaker $47.12 7A 1T 8P Operators- Underground Sewer Et Water Yakima Power Equipment Pile Driver (other Than $49.90 7A 1T 8P Operators- Underground Crane Mount) Sewer Et Water -Yakima Power Equipment Plant Oiler - Asphalt, $49.48 7A 1T 8P Operators- Underground Crusher Sewer Et Water ,Yakima Power Equipment Posthole Digger, $47.12 7A 1T 8P Operators- Underground Mechanical Sewer Et Water ;,Yakima Power Equipment Power Plant $47.12 7A 1T 8P Operators- Underground Sewer Et Water ;,Yakima Power Equipment Pumps - Water $47.12 7A 1T 8P Operators- Underground Sewer Et Water Yakima Power Equipment Quick Tower - No Cab, $47.12 7A 1T 8P Operators- Underground Under 100 Feet In Height Sewer Et Water Based To Boom ;Yakima Power Equipment Remote Control Operator $50.39 7A 1T 8P Operators Underground On Rubber Tired Earth Sewer Et Water Moving Equipment 'Yakima Power Equipment Rigger And Bellman $47.12 7A 1T 8P Operators- Underground Sewer Et Water 'Yakima Power Equipment Operators- Underground Rollagon $50.39 7A 1T 8P Sewer Et Water ,Yakima Power Equipment Roller, Other Than Plant $47.12 7A 1T 8P Operators- Underground Mix Sewer Et Water ,Yakima Power Equipment Roller, Plant Mix Or Multi- $49.48 7A 1T 8P Operators- Underground lift Materials Sewer Et Water Yakima Power Equipment Roto -mill, Roto - grinder $49.90 7A 1T 8P Operators- Underground Sewer Et Water :;Yakima Power Equipment Saws - Concrete $49.48 7A 1T 8P Operators- Underground Sewer Et Water Yakima Power Equipment Scraper, Self Propelled $49.90 7A 1T 8P Operators- Underground Under 45 Yards Sewer Et Water `Yakima Power Equipment Scrapers - Concrete Et $49.48 7A 1T 8P Operators- Underground Carry All https: // fortress. wa. gov/ lni/ wagelookup /wageupdatepublication .aspx ?PubCtlld =37 8/1/2011 1 Page 15 of 18 htt p s:// fortress. wa. gov/ lni/ wagelookup /wageupdatepublication .aspx ?PubCtlId =37 8/1/2011 Sewer Er Water Yakima Power Equipment Scrapers, Self-propelled: $50.39 7A 1T 8P Operators- Underground 45 Yards And Over Sewer Et Water r Yakima Power Equipment Service Engineers - $49.48 7A 1T 8P Operators Underground Equipment Sewer Et Water ,.Yakima Power Equipment Shotcrete /gunite $47.12 7A 1T 8P Operators- Underground Equipment Sewer Et Water 'Yakima Power Equipment Shovel , Excavator, $49.48 7A 1T 8P a Operators- Underground Backhoe, Tractors Under Sewer Et Water 15 Metric Tons. 'Yakima Power Equipment Shovel, Excavator, $50.39 7A 1T 8P Operators- Underground Backhoe: Over 30 Metric Sewer Et Water Tons To 50 Metric Tons Yakima Power Equipment Shovel, Excavator, $49.90 7A 1T 8P Operators- Underground Backhoes, Tractors: 15 To Sewer Et Water G 30 Metric Tons »Yakima Power Equipment Shovel, Excavator, $50.94 7A 1T 8P Operators- Underground Backhoes: Over 50 Metric Sewer Et Water Tons To 90 Metric Tons "Yakima Power Equipment Shovel, Excavator, $51.51 7A 1T 8P Operators- Underground Backhoes: Over 90 Metric Sewer Et Water Tons a `Yakima Power Equipment Slipform Pavers $50.39 7A 1T 8P Operators- Underground Sewer Et Water ~Yakima Power Equipment Spreader, Topsider Et $50.39 7A 1T 8P Operators Underground Screedman ' Sewer Et Water Yakima Power Equipment Subgrader Trimmer $49.90 7A 1T 8P Operators- Underground Sewer Et Water ":Yakima Power Equipment Tower Bucket Elevators $49.48 7A 1T 8P Operators- Underground Sewer Et Water ,Yakima Power Equipment Tower Crane Over 175'in $51.51 7A 1T 8P Operators- Underground Height, Base To Boom Sewer Et Water 'Yakima Power Equipment Tower Crane Up To 175' In $50.94 7A 1T 8P Operators- Underground Height Base To Boom Sewer Et Water a ;Yakima Power Equipment Transporters, All Track Or $50.39 7A 1T 8P Operators- Underground Truck Type r , Sewer Et Water 'Yakima Power Equipment Trenching Machines $49.48 7A 1T 8P Operators- Underground Sewer It Water kYakima Power Equipment Truck Crane Oiler /driver - $49.90 7A 1T 8P Operators- Underground 100 Tons And Over Sewer Et Water htt p s:// fortress. wa. gov/ lni/ wagelookup /wageupdatepublication .aspx ?PubCtlId =37 8/1/2011 Page 16 of 18 1 Yakima Power Equipment Operators- Underground Truck Crane Oiler /driver Under 100 Tons $49.48 7A 1T 8P Sewer Et Water Yakima Power Equipment Operators- Underground Sewer Et Water Truck Mount Portable Conveyor $49.90 7A 1T 8P Yakima Power Equipment Operators- Underground Sewer Et Water Welder $50.39 7A 1T 8P Yakima Power Equipment Operators- Underground Wheel Tractors, Farmall Type $47.12 7A 1T 8P Sewer Et Water Yakima Power Equipment Operators- Underground Yo Yo Pay Dozer $49.90 7A 1T 8P Sewer Et Water .Yakima Power Line Clearance Tree Journey Level In Charge $41.95 5A 4A Trimmers Yakima Power Line Clearance Tree Spray Person $39.83 5A 4A Trimmers Yakima Power Line Clearance Tree Tree Equipment Operator $40.36 5A 4A Trimmers 'Yakima Power Line Clearance Tree Tree Trimmer $37.53 5A 4A Trimmers Yakima Power Line Clearance Tree Tree Trimmer Groundperson $28.35 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 `Yakima Residential Drywall Applicators Journey Level $18.00 1 :Yakima Residential Drywall Tapers Journey Level $17.00 1 - Yakima t Residential Electricians Journey Level $21.98 1 YYakima Residential Glaziers Journey Level $22.43 61 1B ;'Yakima Residential Insulation Applicators Journey Level $14.38 1 rYakima 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 Journey Level $20.55 1 Pipefitters ,Yakima Residential Refrigeration Et Journey Level $28.11 1 Air Conditioning Mechanics Yakima Residential Sheet Metal Journey Level $36.25 5A 1X Workers ;Yakima Residential Soft Floor Lavers Journey Level $17.55 1 Yakima Residential Sprinkler Fitters Journey Level $8.67 1 https: // fortress. wa. gov/ lni/ wagelookup /wageupdatepublication.as P x ?PubCtlId =37 8/1/2011 1 Page 17 of 18 https:H fortress. wa. gov /lni /wagelookup/ wageupdatepublication . aspx ?PubCtlId =3 7 8/1/2011 (Fire Protection) ',Yakima Residential Stone Masons Journey Level $16.00 1 ;Yakima Residential Terrazzo Journey Level $8.67 1 Workers ,Yakima Residential Terrazzo /Tile Journey Level $17.00 1 Finishers "Yakima Residential Tile Setters Journey Level $16.78 1 ,Yakima Roofers Journey Level $12.00 1 ''Yakima Sheet Metal Workers Journey Level $49.76 5A 1X IYakima Shipbuilding Et Ship Repair Journey Level $8.67 1 IYakima Sign Makers Et Installers Journey Level $14.65 1 (Electrical) ;Yakima Sign Makers Et Installers Journey Level $14.65 1 (Non- Electrical) +Yakima Soft Floor Lavers Journey Level $23.11 5A 1N ;IYakima Solar Controls For Windows Journey Level $8.67 1 Yakima Sprinkler Fitters (Fire Journey Level $26.36 1 Protection) Yakima Stage Rigging Mechanics Journey Level $13.23 1 (Non Structural) rYakima Stone Masons Journey Level $40.03 5A 1M IYakima Street And Parking Lot Journey Level $8.67 1 Sweeper Workers ;Yakima Surveyors Assistant Construction Site $49.48 7A 1T 8P Surveyor aYakima Surveyors Chainman $48.96 7A 1T 8P aYakima Surveyors Construction Site Surveyor $50.39 7A 1T 8P IYakima Telecommunication Journey Level $20.00 1 Technicians Yakima Telephone Line Cable Splicer $34.20 5A 2B Construction - Outside aYakima Telephone Line Hole Digger /Ground $18.72 5A 2B Construction - Outside Person ,,Yakima Telephone Line Installer (Repairer) $32.78 5A 2B Construction - Outside 'Yakima Telephone Line Special Aparatus Installer $34.20 5A 2B Construction - Outside I ,Yakima Telephone Line Special Apparatus Installer $33.51 5A 2B Construction - Outside II ,Yakima Telephone Line Telephone Equipment $34.21 5A 2B a Construction - Outside Operator (Heavy) IYakima Telephone Line Telephone Equipment $31.81 5A 2B Construction - Outside Operator (Light) °Yakima Telephone Line Telephone Lineperson $31.81 5A 2B Construction - Outside Yakima Telephone Line Television Groundperson $18.16 5A 2B Construction - Outside ,,Yakima Telephone Line Television $24.09 5A 2B https:H fortress. wa. gov /lni /wagelookup/ wageupdatepublication . aspx ?PubCtlId =3 7 8/1/2011 Page 18 of 18 ' https:H fortress. wa. gov /lni /wagelookup/ wageupdatepublication .aspx ?PubCtlId =37 8/1/2011 1 Construction - Outside Lineperson /Installer Yakima Telephone Line Construction - Outside Television System Technician $28.72 5A 2B ;Yakima Telephone Line Construction - Outside Television Technician $25.81 5A 2B Yakima Telephone Line Construction - Outside Tree Trimmer $31.82 5A 213 Yakima Terrazzo Workers Journey Level $31.90 5A 1M ,Yakima Tile Setters Journey Level $31.90 5A 1M Yakima Tile, Marble Et Terrazzo Journey Level $27.82 5A 1M Finishers Yakima Traffic Control Stripers Journey Level $39.90 7A 1 K ',Yakima Truck Drivers Asphalt Mix $14.19 1 !Yakima Truck Drivers Dump Truck Et Trailer (c.wa -760) $36.06 61 2G Yakima Truck Drivers Dump Truck(c.wa -760) $36.06 61 2G Yakima Truck Drivers Mixer Trucks $36.06 61 2G ,Yakima Truck Drivers Other Trucks (c.wa -760) $36.06 61 2G 'Yakima Well Drillers Et Irrigation Irrigation Pump Installer $25.44 1 Pump Installers Yakima Well Drillers Et Irrigation Oiler $9.20 1 Pump Installers Yakima Well Drillers Et Irrigation Pump Installers Well Driller $18.00 1 https:H fortress. wa. gov /lni /wagelookup/ wageupdatepublication .aspx ?PubCtlId =37 8/1/2011 1 ' BENEFIT CODE KEY - EFFECTIVE 03 -03 -2011 THRU 08 -31 -2011 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. 1. 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 ONE AND 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 WAGE. ' L. 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. M. ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS IF WORK IS LOST DUE TO INCLEMENT ' WEATHER CONDITIONS) SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. N. ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS) SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. BENEFIT CODE KEY - EFFECTIVE 03 -03 -2011 THRU 08 -31 -2011 -2- 0 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. P 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 TIMES THE HOURLY RATE OF WAGE. 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. ' T. 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. 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. , U. ALL HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS (EXCEPT LABOR DAY) SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON LABOR DAY SHALL BE PAID AT THREE TIMES ' THE HOURLY RATE OF WAGE. 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 APROVAL 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. ' BENEFIT CODE KEY - EFFECTIVE 03 -03 -2011 THRU 08 -31 -2011 -3- 1 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. I 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. 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. K. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE IN ADDITION TO THE HOLIDAY PAY, ' 0 ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ' P. THE FIRST EIGHT (8) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED IN EXCESS OF EIGHT 8) HOURS ON SATURDAY AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. ' 2. 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. ' S. 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, EXCEPT THE DAY AFTER THANKSGIVING, THE DAY AFTER CHRISTMAS AND A FLOATING HOLIDAY, WHICH SHALL BE PAID AT THE STRAIGHT TIME RATE IF WORKED, IN ADDITION TO HOLIDAY PAY. ' 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. Z. ALL HOURS WORKED MONDAY THROUGH FRIDAY BETWEEN THE HOURS OF 6:00 P.M. AND 6.00 A.M. AND ALL HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE, EXCEPT FOR COMMERCIAL, OCCUPIED BUILDINGS WHERE FLOOR COVERING WORK CANNOT BE PERFORMED IN THE REGULAR DAYTIME HOURS DUE TO OCCUPANCY. FOR SUCH OCCUPIED, COMMERCIAL BUILDINGS; THE EMPLOYEE MAY AGREE TO WORK BETWEEN THE HOURS OF 6:00 PM TO 6.00 AM MONDAY THROUGH SATURDAY MORNING AT 6:00 AM AT AN OVERTIME PAY RATE OF 10% OVER THE STRAIGHT TIME RATE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. BENEFIT CODE KEY - EFFECTIVE 03 -03 -2011 THRU 08 -31 -2011 -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. I 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 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 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. 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). , 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). ' 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 (6). 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. 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). V. PAID HOLIDAYS. SIX (6) PAID HOLIDAYS. ' 6. BENEFIT CODE KEY - EFFECTIVE 03 -03 -2011 THRU 08 -31 -2011 -5- 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). 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). F. PAID HOLIDAYS: NEW YEAR'S DAY, MARTIN LUTHER KING JR. DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, VETERANS' DAY, THANKSGIVING DAY, THE DAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (11). 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). 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). I. PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (7). Q. PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, VETERANS DAY, THANKSGIVING DAY, THE DAY AFTER THANKSGIVING DAY AND CHRISTMAS DAY (8). UNPAID HOLIDAY. PRESIDENTS' DAY 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. 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 BENEFIT CODE KEY - EFFECTIVE 03 -03 -2011 THRU 08 -31 -2011 -6- 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. I. HOLIDAYS• NEW YEAR'S DAY, PRESIDENT'S DAY, INDEPENDENCE DAY, MEMORIAL DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, THE 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 J. HOLIDAYS• NEW YEAR'S DAY, INDEPENDENCE DAY, MEMORIAL 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. 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 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 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 ' 0. 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, THE DAY AFTER OR BEFORE CHRISTMAS DAY, AND THE ' EMPLOYEES BIRTHDAY. 11). 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. 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 �w BENEFIT CODE KEY - EFFECTIVE 03 -03 -2011 THRU 08 -31 -2011 -7- 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'- $3.00 PER FOOT FOR EACH FOOT OVER 100 FEET OVER 150' TO 220'- $4.00 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: $0.50 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. Washington State Department of Labor and Industries Policy Statement (Regarding the Production of "Standard" or "Non- standard" Items) ' 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. 5. 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. Supplemental to Wage Rates 1 03/03/2011 Edition, Published February, 2011 WSDOT'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 X Types 1, 1 L, 1 P, and 2 and Concrete Inlets. See Std. Plans 2. Metal circular frames (rings) and covers, circular grates, and prefabricated ladders for Manhole Types 1, 2, and 3, X 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 concrete pipe Class 2 to 5 sizes smaller than 60 inch diameter. X 5. Concrete Pipe - Plain Concrete pipe and reinforced concrete pipe Class 2 to 5 sizes larger than 60 inch diameter. X 6. Corrugated Steel Pipe - Steel lock seam corrugated I 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. Supplemental to Wage Rates 2 03/03/2011 Edition, Published February, 2011 WSDOT's Predetermined List for Suppliers - Manufactures - Fabricator 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. 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. X 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. 12. Aluminum Bridge Railing Type BP - Metal bridge railing conforming to the type and material specifications set forth in the Contract Plans. Welding of aluminum shall be in X accordance with Section 9- 28.14(3). 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 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. 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 I Supplemental to Wage Rates 03/03/2011 Edition, Published February, 2011 3 WSDOT's Predetermined List for Suppliers - Manufactures - Fabricator 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 i 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 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. Valve 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 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. 26. Precast Concrete Walls - Precast Concrete Walls - tilt -up wall panel in size and shape as shown in Plans. I X Fabrication plant has annual approval for methods and materials I to be used j Supplemental to Wage Rates 4 03/03/2011 Edition, Published February, 2011 WSDOT's Predetermined List for Suppliers - Manufactures - Fabricator ITEM DESCRIPTION YES NO 27. Precast Railroad Crossings - Concrete Crossing Structure Slabs. 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 Girders for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to be X provided for approval prior to casting girders. See Std. Spec. Section 6- 02.3(25)A 30. Prestressed Tri -Beam Girder - Prestressed Tri -Beam 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 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. 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 See Std. Plan. I Supplemental to Wage Rates 03/03/2011 Edition, Published February, 2011 5 WSDOT's Predetermined List for Suppliers - Manufactures - Fabricator 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. 35. Mono -tube Sign Structures - Mono -tube Sign Bridge —� fabricated to details shown in the Plans. Sho p drawings s 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 structure X shall be galvanized after fabrication in accordance j 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 - approved drawings 41. Precast Concrete Sloped Mountable Curb (Single and DualFaced) X See Std. Plans. Supplemental to Wage Rates 6 03/03/2011 Edition, Published February, 2011 WSDOT's Predetermined List for Suppliers - Manufactures - Fabricator 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 Signing Message Message 43. Cutting & bending reinforcing steel X 44. Guardrail components X X Custom Standard End Sec Sec 45. Aggregates /Concrete mixes Covered by WAC 296 - 127 -018 46. Asphalt Covered by WAC 296- 127 -018 47. 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 I Supplemental to Wage Rates 1 03/03/2011 Edition, Published February, 2011 7 WSDOT's Predetermined List for Suppliers - Manufactures - Fabricator ITEM DESCRIPTION YES NO 53. Fencing materials X I 54. Guide Posts X 55. Traffic Buttons X 56. Epoxy X 57. Cribbing X 58. Water distribution materials X 59. Steel "H" piles 60. Steel pipe for concrete pile casings X 61. Steel pile tips, standard X 62. Steel pile tips, custom �( Supplemental to Wage Rates 8 03/03/2011 Edition, Published February, 2011 State of Washington Department of Labor and Industries Prevailing Wage Section - Telephone (360) 902 - 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, workers' wage and benefit rates must add to not less than this total. A brief description of overtime calculation requirements is provided on the Benefit Code Key. METAL FABRICATION (IN SHOP) EFFECTIVE 03103/2011 (See Benefit Code Key) I Supplemental to Wage Rates 03/03/2011 Edition, Published February, 2011 09 Prevailing Overtime Holiday jClassification Code _ Wage Code Code Counties Covered- ADAMS FITTER $12.76 1 LABORER $867 1 MACHINE OPERATOR $12.66 1 PAINTER $10.20 ' Counties Covered• ASOTIN, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, KITTITAS LINCOLN, OKANOGAN, PEND ORIELLE, STEVENS, WALLA WALLA AND WHITMAN FITTER $12.76 1 LABORER $8.67 1 MACHINE OPERATOR $12.66 1 PAINTER $10.20 1 WELDER $12.76 1 Counties Covered. BENTON MACHINE OPERATOR $1053 1 PAINTER $9.76 1 WELDER $16.70 1 1 Counties Covered. _ CHELAN FITTER $1504 1 ' LABORER $954 1 MACHINE OPERATOR $9.71 1 PAINTER $9.93 1 WELDER $12.24 1 I Supplemental to Wage Rates 03/03/2011 Edition, Published February, 2011 09 METAL FABRICATION (IN SHOP) EFFECTIVE 03/03/2011 (See Benefit Code Key) Classification Code Prevailing Overtime Holiday Waqe Code Code Counties Covered: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, LEWIS, MASON, PACIFIC SAN JUAN AND SKAGIT FITTER/WELDER $1516 1 LABORER $11.13 1 MACHINE OPERATOR $10.66 1 PAINTER $1141 1 Counties Covered. CLARK FITTER $30.19 1 E 6H LABORER $21.90 1E 6H LAYEROUT $31 47 1E 6H MACHINE OPERATOR $31.47 1E 6H PAINTER $2801 1E 6H WELDER $2959 1E 6H Counties Covered COWLITZ MACHINE OPERATOR $2533 1B 2S FITTER $2533 1B 2S WELDER $25.33 1B 2S FITTER/WELDER PAINTER Counties Covered: GRANT $1079 1 $867 1 Counties Covered: KING FITTER $15.86 1 LABORER $978 1 MACHINE OPERATOR $13.04 1 PAINTER $11 10 1 WELDER $1548 Supplemental to Wage Rates 10 03/03/2011 Edition, Published February, 2011 METAL FABRICATION (IN SHOP) EFFECTIVE 03/03/2011 (See Benefit Code Key) Classification Code Prevailing Overtime Holiday Wage Code Code Counties Covered: PIERCE FITTER Counties Covered: LABORER KITSAP FITTER $26.96 1 LABORER $8.67 1 MACHINE OPERATOR $13.83 1 WELDER $13.83 1 FITTER/WELDER Counties Covered: LABORER KLICKITAT, SKAMANIA, WAHKIAKUM FITTER $1699 1 LABORER $10.44 1 MACHINE OPERATOR $17.21 1 PAINTER $17.03 1 WELDER $1699 1 Counties Covered: PIERCE FITTER $15.25 1 LABORER $1032 1 MACHINE OPERATOR $1398 1 WELDER $1398 1 Counties Covered: SNOHOMISH FITTER/WELDER $1538 1 LABORER $9.79 1 MACHINE OPERATOR $884 1 PAINTER $9.98 1 Counties Covered. SPOKANE FITTER $12.59 1 LABORER $867 1 MACHINE OPERATOR $13.26 1 PAINTER $10.27 1 WELDER $1080 1 Supplemental to Wage Rates 11 03/03/2011 Edition, Published February, 2011 METAL FABRICATION (IN SHOP) EFFECTIVE 03/03/2011 (See Benefit Code Key) Classification Code Prevailing Overtime Holiday Waqe Code Code FITTER LABORER LAYEROUT MACHINE OPERATOR WELDER FITTER/WELDER LABORER MACHINE OPERATOR Counties Covered, THURSTON $2710 $1691 $30.63 $2086 $24.74 Counties Covered: WHATCOM $1381 $9.00 $1381 Counties Covered• YAKIMA 2U 6T 2U 6T 2U 6T 2U 6T 2U 6T 1 1 1 FITTER $12.00 1 LABORER $10.31 1 MACHINE OPERATOR $11 32 1 PAINTER $12.00 1 WELDER $11.32 1 Supplemental to Wage Rates 12 03/03/2011 Edition, Published February, 2011 1 ' FABRICATED PRECAST CONCRETE PRODUCTS EFFECTIVE 03/03/2011 (See Benefit Code Key) Classification Code Prevailing Overtime Holiday Wage Code Code Counties Covered. ' ADAMS, ASOTIN, BENTON, COLUMBIA, DOUGLAS, FERRY, GARFIELD, GRANT, LINCOLN, OKANOGAN, PEND OREILLE, STEVENS, WALLA WALLA AND WHITMAN JOURNEY LEVEL $9.96 1 Counties Covered. CHELAN, KITTITAS, KLICKITAT AND SKAMANIA JOURNEY LEVEL 867 1 Counties Covered: CLALLAM, CLARK, COWLITZ, GRAYS HARBOR, ISLAND, JEFFERSON, KITSAP,LEWIS, MASON, PACIFIC, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON AND WAHKIAKUM JOURNEY LEVEL $13.50 1 Counties Covered - FRANKLIN JOURNEY LEVEL $11.50 1 Counties Covered. KING JOURNEY LEVEL $1360 2K 5B Counties Covered: PIERCE JOURNEY LEVEL $9.28 1 Counties Covered - SPOKANE JOURNEY LEVEL $20.23 1 Counties Covered. WHATCOM JOURNEY LEVEL $13.67 1 Counties Covered: YAKIMA CRAFTSMAN $8.72 1 JOURNEY LEVEL $8.67 1 Supplemental to Wage Rates 13 ' 03/03/2011 Edition, Published February, 2011 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. 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 14 03/03/2011 Edition, Published February, 2011 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. I Supplemental to Wage Rates 15 03/03/2011 Edition, Published February, 2011 (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 pile located away from the site 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. [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.] Supplemental to Wage Rates 16 03/03/2011 Edition, Published February, 2011 Page 1 of 37 GENERAL DECISION: WA20100001 06/10/2011 WAl Date: June 10, 2011 General Decision Number: WA20100001 06/10/2011 Superseded General Decision Number: WA20080001 State: Washington Construction Type: Highway Counties: Washington Statewide. HIGHWAY (Excludes D.O.E. Hanford Site in Benton and Franklin Counties) Modification Number Publication Date 0 03/12/2010 1 03/19/2010 2 04/16/2010 3 07/02/2010 4 07/30/2010 5 08/06/2010 6 08/20/2010 7 09/10/2010 8 09/24/2010 9 10/01/2010 10 10/08/2010 11 10/15/2010 12 11/05/2010 13 11/12/2010 14 11/26/2010 15 12/03/2010 16 01/07/2011 17 01/21/2011 18 03/11/2011 19 04/15/2011 20 05/13/2011 21 06/10/2011 CARP0001 -008 09/01/2009 Rates Fringes Carpenters: COLUMBIA RIVER AREA - ADAMS, BENTON, COLUMBIA, DOUGLAS (EAST OF THE 120TH MERIDIAN), FERRY, FRANKLIN, GRANT, OKANOGAN (EAST OF THE 120TH MERIDIAN) AND WALLA WALLA COUNTIES GROUP 1: ................... $ 27.73 10.56 GROUP 2: ................... $ 29.73 10.56 GROUP 3 :...................$ 28.00 10.56 GROUP 4: ................... $ 27.73 10.56 GROUP 5 :...................$ 63.50 10.56 GROUP 6 ....................$ 30.75 10.56 http: / /fiwebgate. access. gpo .gov /cgi- bin/getdoc.cgi ?dbname= Davis - Bacon &docid= WA2010... 8/1/2011 Page 2 of 37 , GROUP 7 ....................$ 31.75 10.56 GROUP 8 ....................$ 28.00 10.56 GROUP 9 ....................$ 33.75 10.56 SPOKANE AREA: ASOTIN, GARFIELD, LINCOLN, PEND OREILLE, SPOKANE, STEVENS AND WHITMAN COUNTIES GROUP 1 :...................$ 26.06 10.56 GROUP 2 :...................$ 28.06 10.56 GROUP 3 :...................$ 26.32 10.56 GROUP 4: ................... $ 26.06 10.56 GROUP 5 :...................$ 60.14 10.56 GROUP 6 :...................$ 29.07 10.56 GROUP 7 ....................$ 30.07 10.56 GROUP 8 ....................$ 27.32 10.56 GROUP 9 ....................$ 33.07 10.56 CARPENTER & DIVER CLASSIFICATIONS: GROUP 1: Carpenter GROUP 2: Millwright, machine erector GROUP 3: Piledriver - includes driving, pulling, cutting, placing collars, setting, welding, or creosote treated material, on all piling GROUP 4: Bridge carpenters GROUP 5: Diver Wet GROUP 6: Diver Tender, Manifold Operator, ROV Operator GROUP 7: Diver Standby, Bell /Vehicle or Submersible operator Not Under Pressure GROUP 8: Assistant Tender, ROV Tender /Technician GROUP 9: Manifold Operator -Mixed Gas ZONE PAY: ZONE 1 0 -40 MILES FREE ZONE 2 41 -65 MILES $2.25 /PER HOUR ZONE 3 66 -100 MILES $3.25 /PER HOUR ZONE 4 OVER 100 MILES $4.75 /PER HOUR DISPATCH POINTS: CARPENTERS /MILLWRIGHTS: PASCO (515 N Neel Street) or Main Post Office of established residence of employee (Whichever is closest to the worksite). CARPENTERS /PILEDRIVER: SPOKANE (127 E. AUGUSTA AVE.) or Main Post Office of established residence of employee (Whichever is closest to the worksite). CARPENTERS: WENATCHEE (27 N. CHELAN) or Main Post Office of established residence of employee (Whichever is closest to the worksite). CARPENTERS: COEUR D' ALENE (1839 N. GOVERNMENT WAY) or Main htt : / /frweb ate.access. gP o. ov /c i -bin/ etdoc.c i ?dbname= Davis - Bacon &docid= WA2010... 8/1/2011 1 Page 3 of 37 Post Office of established residence of employee (Whichever is closest to the worksite). CARPENTERS: MOSCOW (302 N. JACKSON) or Main Post Office of established residence of employee (Whichever is closest to the worksite). DEPTH PAY FOR DIVERS BELOW WATER SURFACE: 50 -100 feet $2.00 per foot 101 -150 feet $3.00 per foot 151 -220 feet $4.00 per foot 221 feet and deeper $5.00 per foot PREMIUM PAY FOR DIVING IN ENCLOSURES WITH NO VERTICAL ASCENT: 0 -25 feet Free 26 -300 feet $1.00 per Foot SATURATION DIVING: The standby rate applies until saturation starts. The saturation diving rate applies when divers are under pressure continuously until work task and decompression are complete. the diver rate shall be paid for all saturation hours. WORK IN COMBINATION OF CLASSIFICATIONS: Employees working in any combination of classifications within the diving crew (except dive supervisor) in a shift are paid in the classification with the highest rate for that shift. HAZMAT PROJECTS: Anyone working on a HAZMAT job (task), where HAZMAT certification is required, shall be compensated at a premium, in addition to the classification working in as follows: LEVEL D + $.25 per hour - This is the lowest level of protection. No respirator is used and skin protection is minimal. LEVEL C + $.50 per hour - This level uses an air purifying respirator or additional protective clothing. LEVEL B + $.75 per hour - Uses same respirator protection as Level A. Supplied air line is provided in conjunction with a chemical "splash suit ". LEVEL A +$1.00 per hour - This level utilizes a fully encapsulated suit with a self - contained breathing apparatus or a supplied air line. ---------------------------------------------------------------- CARP0003 -006 06/01/2007 SOUTHWEST WASHINGTON: CLARK, COWLITZ, KLICKITAT, LEWIS(Piledriver only), PACIFIC (South of a straight line made by extending the north boundary line of Wahkiakum County west to Willapa Bay to the Pacific Ocean), SKAMANIA AND WAHKIAKUM COUNTIES and INCLUDES THE ENTIRE PENINSULA WEST OF WILLAPA BAY http: / /frwebgate. access. gpo. gov /cgi- bin/getdoc.cgi ?dbname= Davis - Bacon &docid= WA2010... 8/1/2011 Page 4 of 37 SEE ZONE DESCRIPTION FOR CITIES BASE POINTS ZONE 1: Rates Carpenters: CARPENTERS ..................$ 27.56 DIVERS TENDERS ..............$ 30.28 DIVERS ......................$ 68.84 DRYWALL .....................$ 27.56 MILLWRIGHTS .................$ 28.04 PILEDRIVERS .................$ 28.04 DEPTH PAY: 50 TO 100 FEET $1.00 PER FOOT OVER 50 FEET 101 TO 150 FEET $1.50 PER FOOT OVER 101 FEET 151 TO 200 FEET $2.00 PER FOOT OVER 151 FEET Zone Differential (Add up Zone 1 rates): Zone 2 - $0.85 Zone 3 - 1.25 Zone 4 - 1.70 Zone 5 - 2.00 Zone 6 - 3.00 Fringes 13.30 13.30 13.30 13.30 13.30 13.30 BASEPOINTS: ASTORIA, LONGVIEW, PORTLAND, THE DALLES, AND VANCOUVER, (NOTE: All dispatches for Washington State Counties: Cowlitz, Wahkiakum and Pacific shall be from Longview Local #1707 and mileage shall be computed from that point.) ZONE 1: Projects located within 30 miles of the respective city hall of the above mentioned cities ZONE 2: Projects located more than 30 miles and less than 40 miles of the respective city of the above mentioned cities ZONE 3: Projects located more than 40 miles and less than 50 miles of the respective city of the above mentioned cities ZONE 4: Projects located more than 50 miles and less than 60 miles of the respective city of the above mentioned cities. ZONE 5: Projects located more than 60 miles and less than 70 miles of the respective city of the above mentioned cities ZONE 6: Projects located more than 70 miles of the respected city of the above mentioned cities CARP0770 -003 06/01/2009 http: / /frwebgate. access. gpo.gov /cgi- bin/getdoc.cgi ?dbname= Davis - Bacon &docid= WA2010... 8/1/2011 Rates Fringes Carpenters: CENTRAL WASHINGTON: CHELAN, DOUGLAS (WEST OF THE 120TH MERIDIAN), KITTITAS, OKANOGAN (WEST OF THE 120TH MERIDIAN) AND YAKIMA COUNTIES CARPENTERS ON CREOSOTE MATERIAL ...................$ 25.25 11.97 CARPENTERS .................$ 35.39 11.97 DIVERS TENDER ..............$ 39.15 13.08 http: / /frwebgate. access. gpo.gov /cgi- bin/getdoc.cgi ?dbname= Davis - Bacon &docid= WA2010... 8/1/2011 DIVERS .....................$ 87.20 13.08 MILLWRIGHT AND MACHINE ERECTORS ...................$ 36.39 11.97 PILEDRIVER, DRIVING, PULLING, CUTTING, PLACING COLLARS, SETTING, WELDING OR CRESOTE TREATED MATERIAL, ALL PILING ....... $ 35.59 11.97 (HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - ALL CLASSIFICATIONS EXCEPT MILLWRIGHTS AND PILEDRIVERS Hourly Zone Pay shall be paid on jobs located outside of the free zone computed from the city center of the following listed cities: Seattle Auburn Renton Aberdeen- Hoquiam Ellensburg Centralia Chelan Zone Pay: Olympia Bremerton Shelton Tacoma Everett Mount Vernon Pt. Townsend 0 -25 radius miles Free 26 -35 radius miles $1.00 /hour 36 -45 radius miles $1.15 /hour 46 -55 radius miles $1.35 /hour Over 55 radius miles $1.55 /hour Bellingham Anacortes Yakima Wenatchee Port Angeles Sunnyside (HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - MILLWRIGHT AND PILEDRIVER ONLY) Hourly Zone Pay shall be computed from Seattle Union Hall, Tacoma City center, and Everett City center Zone Pay: 0 -25 radius miles Free 26 -45 radius miles $ .70 /hour Over 45 radius miles $1.50 /hour ---------------------------------------------------------------- CARP0770 -006 06/01/2009 Rates Fringes Carpenters: WESTERN WASHINGTON: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS (excludes piledrivers only), MASON, PACIFIC (North of a straight line made by extending the north boundary line of Wahkiakum County west to the Pacific Ocean), PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM Page 5 of 37 http: / /frwebgate. access. gpo .gov /cgi- bin/getdoe.egi ?dbname= Davis - Bacon &docid= WA2010... 8/1/2011 Page 6 of 37 1 COUNTIES BRIDGE CARPENTERS .......... $ 35.39 13.08 CARPENTERS ON CREOSOTE MATERIAL ...................$ 35.49 13.08 CARPENTERS .................$ 35.39 13.08 DIVERS TENDER ..............$ 39.15 13.08 DIVERS .....................$ 87.20 13.08 MILLWRIGHT AND MACHINE ERECTORS ...................$ 36.39 13.08 PILEDRIVER, DRIVING, PULLING, CUTTING, PLACING COLLARS, SETTING, WELDING OR CRESOTE TREATED MATERIAL, ALL PILING ....... $ 35.59 13.08 (HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - ALL CLASSIFICATIONS EXCEPT MILLWRIGHTS AND PILEDRIVERS Hourly Zone Pay shall be paid on jobs located outside of the free zone computed from the city center of the following listed cities: Seattle Olympia Bellingham Auburn Bremerton Anacortes Renton Shelton Yakima Aberdeen - Hoquiam Tacoma Wenatchee Ellensburg Everett Port Angeles Centralia Mount Vernon Sunnyside Chelan Pt. Townsend Zone Pay: 0 -25 radius miles Free 26 -35 radius miles $1.00 /hour 36 -45 radius miles $1.15 /hour 46 -55 radius miles $1.35 /hour Over 55 radius miles $1.55 /hour (HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - MILLWRIGHT AND PILEDRIVER ONLY) Hourly Zone Pay shall be computed from Seattle Union Hall, Tacoma City center, and Everett City center Zone Pay: 0 -25 radius miles Free 26 -45 radius miles $ .70 /hour Over 45 radius miles $1.50 /hour ELECO046 -001 06/01/2009 CALLAM, JEFFERSON, KING AND KITSAP COUNTIES .1i. Rates Fringes CABLE SPLICER ....................$ 44.89 3% +15.71 ELECTRICIAN ......................$ 40.81 3% +15.71 ---------------------------------------------------------------- * ELE00048 -003 01/01/2011 , CLARK, KLICKITAT AND SKAMANIA COUNTIES http: / /frwebgate.access. o. ov /c i -bin/ etdoc.c i ?dbname= Davis - Bacon &docid= WA2010... 8/1/2011 1 IPage 7 of 37 IRates Fringes CABLE SPLICER ....................$ 39.66 13.55 + 3% 1 ELECTRICIAN ......................$ 36.05 13.55 + 3% HOURLY ZONE PAY: Hourly Zone Pay shall be paid on jobs located outside of the _ free zone computed from the city center of the following listed cities: Portland, The Dalles, Hood River, Tillamook, Seaside and Astoria Zone Pay: Zone 1: 31 -50 miles $1.50 /hour Zone 2: 51 -70 miles $3.50 /hour Zone 3: 71 -90 miles $5.50 /hour Zone 4: Beyond 90 miles $9.00 /hour *These are not miles driven. Zones are based on Delorrne 1 Street Atlas USA 2006 plus. -- -------------------------------------------------------- ELEC0073 -001 01/01/2010 ADAMS, FERRY, LINCOLN, PEND OREILLE, SPOKANE, STEVENS, WHITMAN COUNTIES Rates Fringes CABLE SPLICER ....................$ 28.62 3%+12.98 ELECTRICIAN---. .... **** .... $ 28.52 14.44 ----------------------------------------------------------- ELEC0076 -002 09/01/2009 GRAYS HARBOR, LEWIS, MASON, PACIFIC, PIERCE, AND THURSTON COUNTIES Rates Fringes CABLE SPLICER ....................$ 38.32 3% +16.45 ELECTRICIAN ......................$ 34.84 3%+16.40 ----------------------------------------------------------- ELEC0112 -005 07/01/2010 ASOTIN, BENTON, COLUMBIA, FRANKLIN, GARFIELD, KITTITAS, WALLA WALLA, YAKIMA COUNTIES Rates Fringes .� CABLE SPLICER ....................$ 36.70 3%+13.73 ELECTRICIAN ......................$ 35.20 3%+14.23 ---------------------------------------------------------------- ELEC0191 -003 02/01/2010 ISLAND, SAN JUAN, SNOHOMISH, SKAGIT AND WHATCOM COUNTIES Rates Fringes htt : / /frweb ate.access. o. ov /c i -bin/ etdoc.c i ?dbname= Davis - Bacon &docid= WA2010... 8/1/2011 P g � g g g g Page 8 of 37 CABLE SPLICER ....................$ 42.09 13.75 ELECTRICIAN ......................$ 38.26 13.64 ---------------------------------------------------------------- ELEC0191 -004 02/01/2010 CHELAN, DOUGLAS, GRANT AND OKANOGAN COUNTIES Rates Fringes CABLE SPLICER ....................$ 38.24 13.59 ELECTRICIAN ......................$ 34.76 13.48 ---------------------------------------------------------------- ELEC0970 -001 01/01/2009 COWLITZ AND WAHKIAKUM COUNTY Rates Fringes CABLE SPLICER ....................$ 34.68 3% +9.59 ELECTRICIAN ......................$ 31.53 3% +9.59 ---------------------------------------------------------------- ENGI0302 -003 06/01/2009 CHELAN (WEST OF THE 120TH MERIDIAN), CLALLAM, DOUGLAS (WEST OF THE 120TH MERIDIAN), GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, KITTITAS, MASON, OKANOGAN (WEST OF THE 120TH MERIDIAN), SAN JUNA, SKAGIT, SNOHOMISH, WHATCOM AND YAKIMA (WEST OF THE 120TH MERIDIAN) COUNTIES PROJECTS: CATEGORY A PROJECTS (EXCLUDES CATEGORY B PROJECTS, AS SHOWN BELOW) Zone 1 (0 -25 radius miles): Power equi Group Group Group Group Group Group Group Rates Dment operators: 1A ...................$ 35.79 1AA ..................$ 36.36 1AAA .................$ 36.92 1 .....................$ 35.24 2 .....................$ 34.75 3 .....................$ 34.33 4 .....................$ 31.97 Zone Differential (Add to Zone 1 rates): Zone 2 (26 -45 radius miles) - $1.00 Zone 3 (Over 45 radius miles) - $1.30 Fringes 15.15 15.15 15.15 15.15 15.15 15.15 15.15 BASEPOINTS: Aberdeen, Bellingham, Bremerton, Everett, Kent, Mount Vernon, Port Angeles, Port Townsend, Seattle, Shelton, Wenatchee, Yakima POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP 1AAA - Cranes -over 300 tons, or 300 ft of boom (including jib with attachments) GROUP 1AA - Cranes 200 to 300 tons, or 250 ft of boom (including jib with attachments); Tower crane over 175 ft http: / /frwebgate. access. gpo .gov /cgi- bin/getdoc.cgi ?dbname= Davis - Bacon &docid= WA2010... 8/1/2011 Page 9 of 37 in height, base to boom GROUP lA - Cranes, 100 tons thru 199 tons, or 150 ft of boom (including jib with attachments); Crane - overhead, bridge type, 100 tons and over; Tower crane up to 175 ft in height base to boom; Loaders - overhead, 8 yards and over; Shovels, excavator, backhoes -6 yards and over with attachments GROUP 1 - Cableway; Cranes 45 tons thru 99 tons, under 150 ft _. of boom (including jib with attachments); Crane - overhead, bridge type, 45 tons thru 99 tons; Derricks on building work; Excavator, shovel, backhoes over 3 yards and under 6 yards; Hard tail end dump articulating off -road equipment 45 yards and over; Loader- overhead 6 yards to, but not including 8 yards; Mucking machine, mole, tunnel, drill and /or shield; Quad 9, HD 41, D -10; Remote control operator on rubber tired earth moving equipment; Rollagon; Scrapers -self propelled 45 yards and over; Slipform pavers; Transporters, all truck or track type GROUP 2 - Barrier machine (zipper); Batch Plant Operaor- Concrete; Bump Cutter; Cranes, 20 tons thru 44 tons with attachments; Crane - overhead, bridge type -20 tons through 44 tons; Chipper; Concrete Pump -truck mount with boom attachment; Crusher; Deck Engineer /Deck Winches (power); Drilling machine; Excavator, shovel, backhoe- 3yards and under; Finishing Machine, Bidwell, Gamaco and similar equipment; Guardrail punch; Horizontal /directional drill operator; Loaders - overhead under 6 yards; Loaders -plant feed; Locomotives -all; Mechanics -all; Mixers - asphalt plant; Motor patrol graders- finishing; Piledriver (other than crane mount); Roto - mill,roto- grinder; Screedman, spreader, topside operator -Blaw Knox, Cedar Rapids, Jaeger, Caterpillar, Barbar Green; Scraper -self propelled, hard tail end dump, articulating off -road equipment -under 45 yards; Subgrade trimmer; Tractors, backhoes -over 75 hp; Transfer material service machine - shuttle buggy, blaw knox - roadtec; Truck crane oiler /driver -100 tons and over; Truck Mount portable conveyor; Yo Yo Pay dozer GROUP 3 - Conveyors; Cranes -thru 19 tons with attachments; A -frame crane over 10 tons; Drill oilers -auger type, truck or crane mount; Dozers -D -9 and under; Forklift -3000 lbs. and over with attachments; Horizontal /directional drill locator; Outside hoists - (elevators and manlifts), air tuggers, strato tower bucket elevators; Hydralifts /boom trucks over 10 tons; Loader - elevating type, belt; Motor patrol grader - nonfinishing; Plant oiler- asphalt, crusher; Pumps- concrete; Roller, plant mix or multi -lift materials; Saws - concrete; Scrpers- concrete and carry -all; Service engineer- equipment; Trenching machines; Truck Crane Oiler /Driver under 100 tons; Tractors, backhoe 75 hp and under GROUP 4 - Assistant Engineer; Bobcat; Brooms; Compressor; Concrete finish mahine -laser screed; Cranes -A frame -10 tons and under; Elevator and Manlift - permanent or shaft type; Gradechecker, Stakehop; Forklifts under 3000 lbs. with attachments; Hydralifts /boom trucks, 10 tons and under; Oil distributors, blower distribution and mulch seeding f ht : / /frweb ate.access. o. ov /c i -bin/ etdoc.c i ?dbname= Davis - Bacon &docid= WA2010... 8/1/2 11 � g � g g g g 0 Page 10 of 37 1 operator; Pavement breaker; Posthole digger, mechanical; Power plant; Pumps, water; Rigger and Bellman; Roller -other than plant mix; Wheel Tractors, farmall type; Shotcrete /gunite equipment operator Category B Projects: 950 of the basic hourly reate for each group plus full fringe benefits applicable to category A projects shall apply to the following projects. A Reduced rates may be paid on the following: 1. Projects involving work on structures such as buildings and bridges whose total value is less than $1.5 million excluding mechanical, electrical, and utility portions of the contract. 2. Projects of less than $1 million where no building is involved. Surfacing and paving included, but utilities excluded. 3. Marine projects (docks, wharfs, etc.) less than $150,000. HANDLING OF HAZARDOUS WASTE MATERIALS: Personnel in all craft classifications subject to working inside a federally designated hazardous perimeter shall be elgible for compensation in accordance with the following group schedule relative to the level of hazardous waste as outlined in the specific hazardous waste project site safety plan. H -1 Base wage rate when on a hazardous waste site when not outfitted with protective clothing H -2 Class "C" Suit - Base wage rate plus $ .25 per hour. H -3 Class "B" Suit - Base wage rate plus $ .50 per hour. H -4 Class "A" Suit - Base wage rate plus $ .75 per hour. Zone Differential (Add to Zone 1 rates): Zone 2 (26 -45 radius miles) - $ .70 Zone 3 (Over 45 radius miles) - $1.00 BASEPOINTS: Aberdeen, Bellingham, Bremerton, Everett, Kent, Mount Vernon, Port Angeles, Port Townsend, Seattle, Shelton, Wenatchee, Yakima POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP 1AAA - Cranes -over 300 tons, or 300 ft of boom (including jib with attachments) GROUP 1AA - Cranes 200 to 300 tons, or 250 ft of boom (including jib with attachments); Tower crane over 175 ft in height, base to boom GROUP 1A - Cranes, 100 tons thru 199 tons, or 150 ft of boom (including jib with attachments); Crane - overhead, bridge type, 100 tons and over; Tower crane up to 175 ft in height http: / /frwebgate. access. gpo.gov /cgi- bin/getdoc.cgi ?dbname= Davis- Bacon &docid= WA2010 8/1/2011 ' Page 11 of 37 base to boom; Loaders - overhead, 8 yards and over; Shovels, excavator, backhoes -6 yards and over with attachments GROUP 1 - Cableway; Cranes 45 tons thru 99 tons, under 150 ft of boom (including jib with attachments); Crane - overhead, bridge type, 45 tons thru 99 tons; Derricks on building work; Excavator, shovel, backhoes over 3 yards and under 6 yards; Hard tail end dump articulating off -road equipment 45 yards and over; Loader- overhead 6 yards to, but not including 8 yards; Mucking machine, mole, tunnel, drill and /or shield; Quad 9, HD 41, D -10; Remote control operator on rubber tired earth moving equipment; Rollagon; Scrapers -self propelled 45 yards and over; Slipform pavers; Transporters, all truck or track type GROUP 2 - Barrier machine (zipper); Batch Plant Operaor- Concrete; Bump Cutter; Cranes, 20 tons thru 44 tons with attachments; Crane - overhead, bridge type -20 tons through 44 tons; Chipper; Concrete Pump -truck mount with boom attachment; Crusher; Deck Engineer /Deck Winches (power); Drilling machine; Excavator, shovel, backhoe -3 yards and under; Finishing Machine, Bidwell, Gamaco and similar equipment; Guardrail punch; Horizontal /directional drill operator; Loaders - overhead under 6 yards; Loaders -plant feed; Locomotives -all; Mechanics -all; Mixers - asphalt plant; Motor patrol graders- finishing; Piledriver (other than crane mount); Roto - mill,roto - grinder; Screedman, spreader, topside operator -Blaw Knox, Cedar Rapids, Jaeger, Caterpillar, Barbar Green; Scraper -self propelled, hard tail end dump, articulating off -road equipment -under 45 yards; Subgrade trimmer; Tractors, backhoes -over 75 hp; Transfer material service machine - shuttle buggy, blaw knox - roadtec; Truck crane oiler /driver -100 tons and over; Truck Mount portable i� conveyor; Yo Yo Pay dozer GROUP 3 - Conveyors; Cranes -thru 19 tons with attachments; A -frame crane over 10 tons; Drill oilers -auger type, truck or crane mount; Dozers -D -9 and under; Forklift -3000 lbs. and over with attachments; Horizontal /directional drill locator; Outside hoists - (elevators and manlifts), air tuggers, strato 1 tower bucket elevators; Hydralifts /boom trucks over 10 tons; Loader - elevating type, belt; Motor patrol grader- nonfinishing; Plant oiler- asphalt, crusher; Pumps- concrete; Roller, plant mix or multi -lift materials; Saws - concrete; Scrpers- concrete and carry -all; Service engineer - equipment; Trenching machines; Truck Crane Oiler /Driver under 100 tons; Tractors, backhoe 75 hp and under GROUP 4 - Assistant Engineer; Bobcat; Brooms; Compressor; Concrete finish mahine -laser screed; Cranes -A frame -10 tons and under; Elevator and Manlift- permanent or shaft type; Gradechecker, Stakehop; Forklifts under 3000 lbs. with attachments; Hydralifts /boom trucks, 10 tons and under; Oil distributors, blower distribution and mulch seeding operator; Pavement breaker; Posthole digger, mechanical; Power plant; Pumps, water; Rigger and Bellman; Roller -other than plant mix; Wheel Tractors, farmall type; Shotcrete /gunite equipment operator CATEGORY B PROJECTS: 95% OF THE BASIC HOURLY RATE FOR EACH Ihtt : / /frweb ate.access. o. ov /c i -bin/ etdoc.c i ?dbname= Davis - Bacon &docid= WA2010 8/1/2011 Page 12 of 37 1 GROUP PLUS FULL FRINGE BENEFITS APPLICABLE TO CATEGORY A PROJECTS SHALL APPLY TO THE FOLLOWING PROJECTS. REDUCED RATES MAY BE PAID ON THE FOLLOWING: 1. Projects involving work on structures such as buildings and bridges whose total value is less than $1.5 million excluding mechanical, electrical, and utility portions of the contract. 2. Projects of less than $1 million where no building is involved. Surfacing and paving including, but utilities excluded. 3. Marine projects (docks, wharfs, ect.) less than $150,000. HANDLING OF HAZARDOUS WASTE MATERIALS: Personnel in all craft classifications subject to working inside a federally designed hazardous perimeter shall be elgible for compensation in accordance with the following group schedule relative to the level of hazardous waste as outlined in the specific hazardous waste project site safety plan. H -1 Base wage rate when on a hazardous waste site when not outfitted with protective clothing. H -2 Class "C" Suit - Base wage rate plus $.25 per hour. H -3 Class "B" Suit - Base wage rate plus $.50 per hour. H -4 Class "A" Suit - Base wage rate plus $.75 per hour. ---------------------------------------------------------------- ENGI0370 -002 06/01/2010 ADAMS, ASOTIN, BENTON, CHELAN (EAST OF THE 120TH MERIDIAN), COLUMBIA, DOUGLAS (EAST OF THE 120TH MERIDIAN), FERRY, FRANKLIN, GARFIELD, GRANT, LINCOLN, OKANOGAN (EAST OF THE 120TH MERIDIAN), PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN AND YAKIMA (EAST OF THE 120TH MERIDIAN) COUNTIES ZONE 1: Rates Fringes Power equipment operators: GROUP 1A ...................$ 23.21 11.05 GROUP 1 .....................$ 24.26 11.55 GROUP 2 .....................$ 24.58 11.55 GROUP 3 .....................$ 25.19 11.55 GROUP 4 .....................$ 25.35 11.55 GROUP 5 .....................$ 25.51 11.55 GROUP 6 .....................$ 25.79 11.55 GROUP 7 .....................$ 26.06 11.55 GROUP 8 .....................$ 27.16 11.55 ZONE DIFFERENTIAL (Add to Zone 1 rate): Zone 2 - $2.00 Zone 1: Within 45 mile radius of Spokane, Pasco, Washington; Lewiston, Idaho Zone 2: Outside 45 mile radius of Spokane, Pasco, Washington; Lewiston, Idaho POWER EQUIPMENT OPERATORS CLASSIFICATIONS http: / /frwebgate.access.gpo. gov /cgi- bin/getdoc.cgi ?dbname= Davis -Bacon &docid= WA2010... 8/1/2011 Page 13 of 37 GROUP 1A: Boat Operator; Crush Feeder; Oiler; Steam Cleaner GROUP 1: Bit Grinders; Bolt Threading Machine; Compressors (under 2000 CFM, gas, diesel, or electric power); Deck Hand; Drillers Helper (Assist driller in making drill rod connections, service drill engine and air compressor, repair drill rig and drill tools, drive drill support truck to and on the job site, remove drill cuttings from around bore hole and inspect drill rig while in operation); Fireman & Heater Tender; Hydro- seeder, Mulcher, Nozzleman; Oiler Driver, & Cable Tender, Mucking Machine; Pumpman; Rollers, all types on subgrade, including seal and chip coatings (farm type, Case, John Deere & similar, or Compacting Vibrator), except when pulled by Dozer with operable blade; Welding Machine; Crane Oiler- Driver (CLD required) & Cable Tender, Mucking Machine GROUP 2: A -frame Truck (single drum); Assistant Refrigeration Plant (under 1000 ton); Assistant Plant Operator, Fireman or Pugmixer (asphalt); Bagley or Stationary Scraper; Belt Finishing Machine; Blower Operator (cement); Cement Hog; Compressor (2000 CFM or over, 2 or more, gas diesel or electric power); Concrete Saw (multiple cut); Distributor Leverman; Ditch Witch or similar; Elevator Hoisting Materials; Dope Pots (power agitated); Fork Lift or Lumber Stacker, hydra -lift & similar; Gin Trucks (pipeline); Hoist, single drum; Loaders (bucket elevators and conveyors); Longitudinal Float; Mixer (portable- concrete); Pavement Breaker, Hydra -Hammer & similar; Power Broom; Railroad Ballast Regulation Operator (self - propelled); Railroad Power Tamper Operator (self - propelled); Railroad Tamper Jack Operator (self - propelled; Spray Curing Machine (concrete); Spreader Box (self - propelled); Straddle Buggy (Ross & similar on construction job only); Tractor (Farm type R/T with attachment, except Backhoe); Tugger Operator GROUP 3: A -frame Truck (2 or more drums); Assistant Refrigeration Plant & Chiller Operator (over 1000 ton); Backfillers (Cleveland & similar); Batch Plant & Wet Mix Operator, single unit (concrete); Belt -Crete Conveyors with power pack or similar; Belt Loader (Kocal or similar); Bending Machine; Bob Cat (Skid Steer); Boring Machine (earth); Boring Machine (rock under 8 inch bit) (Quarry Master, Joy or similar); Bump Cutter (Wayne, Saginau or similar); Canal Lining Machine (concrete); Chipper (without crane); Cleaning & Doping Machine (pipeline); Deck Engineer; Elevating Belt -type Loader (Euclid, Barber Green & similar); Elevating Grader -type Loader (Dumor, Adams or similar); Generator Plant Engineers (diesel or electric); Gunnite Combination Mixer & Compressor; Locomotive Engineer; Mixermobile; Mucking Machine; Posthole Auger or Punch; Pump (grout or jet); Soil Stabilizer (P & H or similar); Spreader Machine; Dozer /Tractor (up to D -6 or equivalent) and Traxcavator; Traverse Finish Machine; Turnhead Operator GROUP 4: Concrete Pumps (squeeze - crete, flow - crete, pump - crete, Whitman & similar); Curb Extruder (asphalt or concrete); Drills (churn, core, calyx or diamond); http: / /frwebgate. access. gpo.gov /cgi- bin/getdoc. cgi ?dbname = Davis - Bacon &docid= WA2010... 8/1/2011 Page 14 of 37 1 Equipment Serviceman; Greaser & Oiler; Hoist (2 or more drums or Tower Hoist); Loaders (overhead & front -end, under 4 yds. R /T); Refrigeration Plant Engineer (under 1000 ton); Rubber -tired Skidders (R /T with or without attachments); Surface Heater & Plant Machine; Trenching Machines (under 7 ft. depth capacity); Turnhead (with re- screening); Vacuum Drill (reverse circulation drill under 8 inch bit) GROUP 5: Backhoe (under 45,000 gw); Backhoe & Hoe Ram (under 3/4 yd.); Carrydeck & Boom Truck (under 25 tons); Cranes (25 tons & under), all attachments including clamshell, dragline; Derricks & Stifflegs (under 65 tons); Drilling Equipment(8 inch bit & over) (Robbins, reverse circulation & similar); Hoe Ram; Piledriving Engineers; Paving (dual drum); Railroad Track Liner Operaotr (self - propelled); Refrigeration Plant Engineer (1000 tons & over); Signalman (Whirleys, Highline Hammerheads or similar); Grade Checker GROUP 6: Asphalt Plant Operator; Automatic Subgrader (Ditches & Trimmers)(Autograde, ABC, R.A. Hansen & similar on grade wire); Backhoe (45,000 gw and over to 110,000 gw); Backhoes & Hoe Ram (3/4 yd. to 3 yd.); Batch Plant (over 4 units); Batch & Wet Mix Operator (multiple units, 2 & incl. 4); Blade Operator (motor patrol & attachments); Cable Controller (dispatcher); Compactor (self - propelled with blade); Concrete Pump Boom Truck; Concrete Slip Form Paver; Cranes (over 25 tons, to and including 45 tons), all attachments including clamshell, dragline; Crusher, Grizzle & Screening Plant Operator; Dozer, 834 R/T & similar; Drill Doctor; Loader Operator (front -end & overhead, 4 yds. incl. 8 yds.); Multiple Dozer Units with single blade; Paving Machine (asphalt and concrete); Quad -Track or similar equipment; Rollerman (finishing asphalt pavement); Roto Mill (pavement grinder); Scrapers, all, rubber - tired; Screed Operator; Shovel(under 3 yds.); Trenching Machines (7 ft. depth & over); Tug Boat Operator Vactor guzzler, super sucker; Lime Batch Tank Operator ( REcycle Train); Lime Brain Operator (Recycle Train); Mobile Crusher Operator (Recycle Train) GROUP 7: Backhoe (over 110,000 gw); Backhoes & Hoe Ram (3 yds & over); Blade (finish & bluetop) Automatic, CMI, ABC, Finish Athey & Huber & similar when used as automatic; Cableway Operators; Concrete Cleaning /Decontamination machine operator; Cranes (over 45 tons to but not including 85 tons), all attachments including clamshell and dragine; Derricks & Stiffleys (65 tons & over); Elevating Belt (Holland type); Heavy equipment robotics operator; Loader (360 degrees revolving Koehring Scooper or similar); Loaders (overhead & front -end, over 8 yds. to 10 yds.); Rubber -tired Scrapers (multiple engine with three or more scrapers); Shovels (3 yds. & over); Whirleys & Hammerheads, ALL; H.D. Mechanic; H.D. Welder; Hydraulic Platform Trailers (Goldhofer, Shaurerly andSimilar); Ultra High Pressure Wateriet Cutting Tool System Operator (30,000 psi); Vacuum Blasting Machine Operator GROUP 8: Cranes (85 tons and over, and all climbing, overhead,rail and tower), all attachments including clamshell, dragline; Loaders (overhead and front -end, 10 http: / /frwebgate. access. gpo .gov /cgi- bin/getdoc.cgi ?dbname= Davis - Bacon &docid= WA2010... 8/1/2011 IPage 15 of 37 yards and over); Helicopter Pilot BOOM PAY: (All Cranes, Including Tower) 180 ft to 250 ft $ .50 over scale ' Over 250 ft $ .80 over scale NOTE: In computing the length of the boom on Tower Cranes, they shall be measured from the base of the Tower to the point of the boom. HAZMAT: Anyone working on HAZMAT jobs, working with supplied air shall receive $1.00 an hour above classification. ---------------------------------------------------------------- ' ENGI0612 -006 06/01/2009 LEWIS,PIERCE, PACIFIC (portion lying north of a parallel line extending west from the northern boundary of Wahkaikum County to the sea) AND THURSTON COUNTIES ON PROJECTS DESCRIBED IN FOOTNOTE A BELOW, THE RATE FOR EACH GROUP SHALL BE 90% OF THE BASE RATE PLUS FULL FRINGE BENEFITS. ON ALL OTHER WORK, THE FOLLOWING RATES APPLY. Zone 1 10 -25 radius miles): Rates Fringes Power equipment operators: ' GROUP 1A ...................$ 35.79 15.15 GROUP 1AA ..................$ 36.36 15.15 GROUP 1AAA .................$ 36.92 15.15 GROUP 1 .....................$ 35.24 15.15 GROUP 2 .....................$ 34.75 15.15 GROUP 3 .....................$ 34.33 15.15 GROUP 4 .....................$ 31.97 15.15 Zone Differential (Add to Zone 1 rates): Zone 2 (26 -45 radius miles) = $ .70 Zone 3 (Over 45 radius miles) - $1.00 BASEPOINTS: CENTRALIA, OLYMPIA, TACOMA POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP 1 AAA - Cranes -over 300 tons or 300 ft of boom (including jib with attachments) GROUP 1AA - Cranes- 200 tonsto 300 tons, or 250 ft of boom (including jib with attachments; Tower crane over 175 ft in height, bas to boom GROUP lA - Cranes, 100 tons thru 199 tons, or 150 ft of boom (including jib with attachments); Crane - overhead, bridge type, 100 tons and over; Tower crane up to 175 ft in height base to boom; Loaders - overhead, 8 yards and over; Shovels, excavator, backhoes -6 yards and over with attachments GROUP 1 - Cableway; Cranes 45 tons thru 99 tons under 150 ft I htt : / /frweb ate.access. o. ov /c i -bin/ etdoe.c i ?dbname= Davis - Bacon &docid= WA2010... 8/1/2011 p g � g g g g Page 16 of 37 1 of boom (including jib with attachments); Crane - overhead, bridge type, 45 tons thru 99 tons; Derricks on building work; Excavator, shovel, backhoes over 3 yards and under 6 yards; Hard tail end dump articulating off -road equipment 45 yards and over; Loader- overhead, 6 yards to, but not including, 8 yards; Mucking machine, mole, tunnel, drill and /or shield; Quad 9 HD 41, D -10; Remote control operator on rubber tired earth moving equipment; Rollagon; Scrapers - self- propelled 45 yards and over; Slipform pavers; Transporters, all track or truck type GROUP 2 - Barrier machine (zipper); Batch Plant Operator - concrete; Bump Cutter; Cranes, 20 tons thru 44 tons with attachments; Crane - Overhead, bridge type, 20 tons through 44 tons; Chipper; Concrete pump -truck mount with boom attachment; Crusher; Deck engineer /deck winches (power); Drilling machine; Excavator, shovel, backhoe -3 yards and under; Finishing machine, Bidwell, Gamaco and similar equipment; Guardrail punch; Loaders, overhead under 6 yards; Loaders -plant feed; Locomotives -all; Mechanics- all; Mixers, asphalt plant; Motor patrol graders, finishing; Piledriver (other than crane mount); Roto -mill, roto- grinder; Screedman, spreader, topside operator -Blaw Knox, Cedar Rapids, Jaeger, Caterpillar, Barbar Green; Scraper -self- propelled, hard tail end dump, articulating off -road equipment- under 45 yards; Subgrader trimmer; Tractors, backhoe over 75 hp; Transfer material service machine - shuttle buggy, Blaw Knox- Roadtec; Truck Crane oiler /driver -100 tons and over; Truck Mount Portable Conveyor; Yo Yo pay GROUP 3 - Conveyors; Cranes through 19 tons with attachments; Crane -A -frame over 10 tons; Drill oilers -auger type, truck or crane mount; Dozer -D -9 and under; Forklift -3000 lbs. and over with attachments; Horizontal /directional drill locator; Outside Hoists - (elevators and manlifts), air tuggers, strato tower bucket elevators; Hydralifts /boom trucks over 10 tons; Loaders - elevating type, belt; Motor patrol grader- nonfinishing; Plant oiler- asphalt, crusher; Pump- Concrete; Roller, plant mix or multi -lfit materials; Saws - concrete; Scrapers, concrete and carry all; Service engineers- equipment; Trenching machines; Truck crane oiler /driver under 100 tons; Tractors, backhoe under 75 hp GROUP 4 - Assistant Engineer; Bobcat; Brooms; Compressor; Concrete Finish Machine -laser screed; Cranes A -frame 10 tons and under; Elevator and manlift (permanent and shaft type); Forklifts -under 3000 lbs. with attachments; Gradechecker, stakehop; Hydralifts /boom trucks, 10 tons and under; Oil distributors, blower distribution and mulch seeding operator; Pavement breaker; Posthole digger- mechanical; Power plant; Pumps- water; Rigger and Bellman; Roller -other than plant mix; Wheel Tractors, farmall type; Shotcrete /gunite equipment operator FOOTNOTE A- Reduced rates may be paid on the following: 1. Projects involving work on structures such as buildings and bridges whose total value is less than $1.5 million excluding mechanical, electrical, and utility portions of the contract. http: / /frwebgate. access. gpo .gov /cgi- bin/getdoc.cgi ?dbname= Davis - Bacon &docid= WA2010... 8/1/2011 Page 17 of 37 2. Projects of less than $1 million where no building is involved. Surfacing and paving included, but utilities excluded. 1 3. Marine projects (docks, wharfs, etc.) less than $150,000. HANDLING OF HAZARDOUS WASTE MATERIALS: Personnel in all craft classifications subject to working inside a federally designated hazardous perimeter shall be elgible for compensation in accordance with the following group schedule relative to the level of hazardous waste as outlined in the specific hazardous waste project site safety plan. H -1 Base wage rate when on a hazardous waste site when not outfitted with protective clothing H -2 Class "C" Suit - Base wage rate plus $ .25 per hour. H -3 Class "B" Suit - Base wage rate plus $ .50 per hour. H -4 Class "A" Suit - Base wage rate plus $ .75 per hour. ---------------------------------------------------------------- ENGI0701 -002 01/01/2011 CLARK, COWLITZ, KLICKKITAT, PACIFIC (SOUTH), SKAMANIA, AND WAHKIAKUM COUNTIES POWER RQUIPMENT OPERATORS: ZONE 1 Rates Power equipment operators: (See Footnote A) GROUP 1 .....................$ 37.27 GROUP 1A ....................$ 39.13 GROUP 1B ....................$ 41.00 GROUP 2 .....................$ 35.64 GROUP 3 .....................$ 34.64 GROUP 4 .....................$ 33.71 GROUP 5 .....................$ 32.60 GROUP 6 .....................$ 29.61 Zone Differential (add to Zone 1 rates): Zone 2 - $3.00 Zone 3 - $6.00 Fringes 12.35 12.35 12.35 12.35 12.35 12.35 12.35 12.35 For the following metropolitan counties: MULTNOMAH; CLACKAMAS; MARION; WASHINGTON; YAMHILL; AND COLUMBIA; CLARK; AND COWLITZ COUNTY, WASHINGTON WITH MODIFICATIONS AS INDICATED: All jobs or projects located in Multnomah, Clackamas and Marion Counties, West of the western boundary of Mt. Hood National Forest and West of Mile Post 30 on Interstate 84 and West of Mile Post 30 on State Highway 26 and West of Mile Post 30 on Highway 22 and all jobs or projects located in Yamhill County, Washington County and Columbia County and all jobs or porjects located in Clark & Cowlitz County, Washington except that portion of Cowlitz County in the Mt. St. Helens "Blast Zone" shall receive Zone I pay for all classifications. http: / /frwebgate.access.gpo. gov /cgi- bin/getdoc. egi ?dbname= Davis - Bacon &docid= WA2010 8/1/2011 Page 18 of 37 1 All jobs or projects located in the area outside the identified boundary above, but less than 50 miles from the Portland City Hall shall receive Zone II pay for all classifications. All jobs or projects located more than 50 miles from the Portland City Hall, but outside the identified border above, shall receive Zone III pay for all classifications. For the following cities: ALBANY; BEND; COOS BAY; EUGENE; GRANTS PASS; KLAMATH FALLS; MEDFORD; ROSEBURG All jobs or projects located within 30 miles of the respective city hall of the above mentioned cities shall receive Zone I pay for all classifications. All jobs or projects located more than 30 miles and less than 50 miles from the respective city hall of the above mentioned cities shall receive Zone II pay for all classifications. All jobs or projects located more than 50 miles from the respective city hall of the above mentioned cities shall receive Zone III pay for all classifications. POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP 1: CONCRETE: Batch Plant and /or Wet Mix Operator, three units or more; CRANE: Helicopter Operator, when used in erecting work; Whirley Operator, 90 ton and over; LATTICE BOOM CRANE: Operator 200 tons through 299 tons, and /or over 200 feet boom; HYDRAULIC CRANE: Hydraulic Crane Operator 90 tons through 199 tons with luffing or tower attachments; FLOATING EQUIPMENT: Floating Crane, 150 ton but less than 250 ton GROUP 1A: HYDRAULIC CRANE: Hydraulic Operator, 200 tons and over (with luffing or tower attachment); LATTICE BOOM CRANE: Operator, 200 tons through 299 tons, with over 200 feet boom; FLOATING EQUIPMENT: Floating Crane 250 ton and over GROUP 1B: LATTICE BOOM CRANE: Operator, 300 tons through 399 tons with over 200 feet boom; Operator 400 tons and over; FLOATING EQUIPMENT: Floating Crane 350 ton and over GROUP 2: ASPHALT: Asphalt Plant Operator (any type); Roto Mill, pavement profiler, operator, 6 foot lateral cut and over; BLADE: Auto Grader or "Trimmer" (Grade Checker required); Blade Operator, Robotic; BULLDOZERS: Bulldozer operator over 120,000 lbs and above; Bulldozer operator, twin engine; Bulldozer Operator,tandem, quadnine, D10, D11, and similar type; Bulldozere Robotic Equipment (any type; CONCRETE: Batch Plant and /or Wet Mix Operator, one and two drum; Automatic Concrete Slip Form Paver Operator; Concrete Canal Line Operator; Concrete Profiler, Diamond Head; CRANE: Cableway Operator, 25 tons and over; HYDRAULIC CRANE: Hydraulic crane operator 90 tons through 199 tons (without luffing or tower attachment); TOWER /WHIRLEY http: / /frwebgate. access. gpo . gov /cgi- bin/getdoc. cgi ?dbname = Davis -Bacon &docid= WA2010 8/1/2011 1 Page 19 of 37 OPERATOR: Tower Crane Operator; Whirley Operator, under 90 tons; LATTICE BOOM CRANE: 90 through 199 tons and /or 150 to 200 feet boom; CRUSHER: Crusher Plant Operator; FLOATING EQUIPMENT: Floating Clamshell, etc.operator, 3 cu. yds. and over; Floating Crane (derrick barge) Operator, 30 tons but less than 150 tons; LOADERS: Loader operator, 120,000 lbs. and above; REMOTE CONTROL: Remote controlled earth - moving equipment; RUBBER -TIRED SCRAPERS: Rubber - tired scraper operator, with tandem scrapers, multi- engine; SHOVEL, DRAGLINE, CLAMSHELL, SKOOPER OPERATOR: Shovel, Dragline, Clamshell, operator 5 cu. yds and over; TRENCHING MACHINE: Wheel Excavator, under 750 cu. yds. per hour (Grade Oiler required); Canal Trimmer (Grade Oiler required); Wheel Excavator, over 750 cu. yds. per hour; Band Wagon (in conjunction with wheel excavator); UNDERWATER EQUIPMENT: Underwater Equipment Operator, remote or otherwise; HYDRAULIC HOES- EXCAVATOR: Excavator over 130,000 lbs.; HYDRAULIC CRANE: Hydraulic crane operator, 50 tons through 89 tons (with luffing or tower attachment); GROUP 3: BULLDOZERS: Bulldozer operator, over 70,000 lbs. up to and including 120,000 lbs.; HYDRAULIC CRANE: Hydraulic crane operator, 50 tons through 89 tons (without luffing or tower attachment); LATTICE BOOM CRANES: Lattice Boom Crane -50 through 89 tons (and less than 150 feet boom); FORKLIFT: Rock Hound Operator; HYDRAULIC HOES- EXCAVATOR: excavator over 80,000 lbs. through 130,000 lbs.; LOADERS: Loader operator 60,000 and less than 120,000; RUBBER -TIRED SCRAPERS: Scraper Operator, with tandem scrapers; Self - loading, paddle wheel, auger type, finish and /or 2 or more units; SHOVEL, DRAGLINE, CLAMSHELL,SKOOPER OPERATOR: Shovel, Dragline, Clamshell operators 3 cu. yds. but less than 5 cu yds. GROUP 4: ASPHALT: Screed Operator; Asphalt Paver operator (screeman required); BLADE: Blade operator; Blade operator, finish; Blade operator, externally controlled by electronic, mechanical hydraulic means; Blade operator, multi- engine; BULLDOZERS: Bulldozer Operator over 20,000 lbs and more than 100 horse up to 70,000 lbs; Drill Cat Operator; Side -boom Operator; Cable -Plow Operator (any type); CLEARING: Log Skidders; Chippers; Incinerator; Stump Splitter (loader mounted or similar type); Stump Grinder (loader mounted or similar type; Tub Grinder; Land Clearing Machine (Track mounted forestry mowing & grinding machine); Hydro Axe (loader mounted or similar type); COMPACTORS SELF - PROPELLED: Compactor Operator, with blade; Compactor Operator, multi- engine; Compactor Operator, robotic; CONCRETE: Mixer Mobile Operator; Screed Operator; Concrete Cooling Machine Operator; Concrete Paving Road Mixer; Concrete Breaker; Reinforced Tank Banding Machine (K -17 or similar types); Laser Screed; CRANE: Chicago boom and similar types; Lift Slab Machine Operator; Boom type lifting device, 5 ton capacity or less; Hoist Operator, two (2) drum; Hoist Operator, three (3) or more drums; Derrick Operator, under 100 ton; Hoist Operator, stiff leg, guy derrick or similar type, 50 ton and over; Cableway Operator up to twenty (25) ton; Bridge Crane Operator, Locomotive, Gantry, Overhead; Cherry Picker or similar type crane; Carry Deck Operator; Hydraulic Crane Operator, under 50 http: / /frwebgate.access.gpo. gov /cgi- bin/getdoc. cgi ?dbname = Davis - Bacon &docid= WA2010... 8/1/2011 Page 20 of 37 1 tons; LATTICE BOOM CRANE OPERATOR: Lattice Boom Crane Operator, under 50 tons; CRUSHER: Generator Operator; Diesel - Electric Engineer; Grizzley Operator; Drill Doctor; Boring Machine Operator; Driller- Percussion, Diamond, Core, Cable, Rotary and similar type; Cat Drill (John Henry); Directional Drill Operator over 20,000 lbs pullback; FLOATING EQUIPMENT: Diesel - electric Engineer; Jack Operator, elevating barges, Barge Operator, self - unloading; Piledriver Operator (not crane type) (Deckhand required); Floating Clamshelll, etc. Operator, under 3 cu. yds. (Fireman or Diesel - Electric Engineer required); Floating Crane (derrick barge) Operator, less than 30 tons; GENERATORS: Generator Operator; Diesel - electric Engineer; GUARDRAIL EQUIPMENT: Guardrail Punch Operator (all types); Guardrail Auger Operator (all types); Combination Guardrail machines, i.e., punch auger, etc.; HEATING PLANT: Surface Heater and Planer Operator; HYDRAULIC HOES EXCAVATOR: Robotic Hydraulic backhoe operator, track and wheel type up to and including 20,0000 lbs. with any or all attachments; Excavator Operator over 20,000 lbs through 80,000 lbs.; LOADERS: Belt Loaders, Kolman and Ko Cal types; Loaders Operator, front end and overhead, 25,000 lbs and less than 60,000 lbs; Elevating Grader Operator by Tractor operator, Sierra, Euclid or similar types; PILEDRIVERS: Hammer Operator; Piledriver Operator (not crane type); PIPELINE, SEWER WATER: Pipe Cleaning Machine Operator; Pipe Doping Machine Operator; Pipe Bending Machine Operator; Pipe Wrapping Machine Operator; Boring Machine Operator; Back Filling Machine Operator; REMOTE CONTROL: Concrete Cleaning Decontamination Machine Operator; Ultra High Pressure Water Jet Cutting Tool System Operator /Mechanic; Vacuum Blasting Machine Operator /mechanic; REPAIRMEN, HEAVY DUTY: Diesel Electric Engineer (Plant or Floating; Bolt Threading Machine operator; Drill Doctor (Bit Grinder); H.D. Mechanic; Machine Tool Operator; RUBBER -TIRED SCRAPERS: Rubber -tired Scraper Operator,single engine, single scraper; Self - loading, paddle wheel, auger type under 15 cu. yds.; Rubber -tired Scraper Operator, twin engine; Rubber -tired Scraper Operator, with push- ull attachments; Self Loading, paddle wheel, auger type 15 cu. yds. and over, single engine; Water pulls, water wagons; SHOVEL, DRAGLINE, CLAMSHELL, SKOOPER OPERATOR: Diesel Electric Engineer; Stationay Drag Scraper Operator; Shovel, Dragline, Clamshell, Operator under 3 cy yds.; Grade -all Operator; SURFACE (BASE) MATERIAL: Blade mounted spreaders, Ulrich and similar types; TRACTOR - RUBBERED TIRED: Tractor operator, rubber - tired, over 50 hp flywheel; Tractor operator, with boom attachment; Rubber -tired dozers and pushers (Michigan, Cat, Hough type); Skip Loader, Drag Box; TRENCHING MACHINE: Trenching Machine operator, digging capacity over 3 ft depth; Back filling machine operator; TUNNEL: Mucking machine operator GROUP 5: ASPHALT: Extrusion Machine Operator; Roller Operator (any asphalt mix); Asphalt Burner and Reconditioner Operator (any type); Roto -Mill, pavement profiler, ground man; BULLDOZERS: Bulldozer operator, 20,000 lbs. or less or 100 horse or less; COMPRESSORS: Compressor Operator (any power), over 1,250 cu. ft. total capacity; COMPACTORS: Compactor Operator, including http: / /frwebgate. access. gpo. gov /cgi- bin /getdoc. cgi ?dbname = Davis -Bacon &docid= WA2010.. 8/1/2011 1 Page 21 of 37 vibratory; Wagner Pactor Operator or similar type (without blade); CONCRETE: Combination mixer and Compressor Operator, gunite work; Concrete Batch Plant Quality Control Operator; Beltcrete Operator; Pumperete Operator (any type); Pavement Grinder and /or Grooving Machine Operator (riding type); Cement Pump Operator, Fuller- Kenyon and similar; Concrete Pump Operator; Grouting Machine Operator; Concrete mixer operator, single drum, under (5) bag capacity; Cast in place pipe laying machine; maginnis Internal Full slab vibrator operator; Concrete finishing mahine operator, Clary, Johnson, Bidwell, Burgess Bridge deck or similar type; Curb Machine Operator, mechanical Berm, Curb and /or Curb and Gutter; Concrete Joint Machine Operator; Concrete Planer Operator; Tower Mobile Operator; Power Jumbo Operator setting slip forms in tunnels; Slip Form Pumps, power driven hydraulic lifting device for concrete forms; Concrete Paving Machine Operator; Concrete Finishing Machine Operator; Concrete Spreader Operator; CRANE: Helicopter Hoist Operator; Hoist Operator, single drum; Elevator Operator; A -frame Truck Operator, Double drum; Boom Truck Operator; HYDRAULIC CRANE OPERATOR: Hydraulic Boom Truck, Pittman; DRILLING: Churm Drill and Earth Boring Machine Operator; Vacuum Truck; Directional Drill Operator over 20,000 lbs pullback; FLOATING EQUIPMENT: Fireman; FORKLIFT: Fork Lift, over 10 ton and /or robotic; HYDRAULIC HOES EXCAVATORS: Hydraulic Backhoe Operator, wheel type (Ford, John Deere, Case type); Hydraulic Backhoe Operator track type up to and including 20,000 lbs.; LOADERS: Loaders, rubber- tired type, less than 25,000 lbs; Elevating Grader Operator, Tractor Towed requiring Operator or Grader; Elevating loader operator, Athey and similar types; OILERS: Service oiler (Greaser); PIPELINE -SEWER WATER: Hydra hammer or simialr types; Pavement Breaker Operator; PUMPS: Pump Operator, more than 5 (any size); Pot Rammer Operator; RAILROAD EQUIPMENT: Locomotive Operator, under 40 tons; Ballast Regulator Operator; Ballast Tamper Multi- Purpose Operator; Track Liner Operator; Tie Spacer Operator; Shuttle Car Operator; Locomotive Operator, 40 tons and over; MATERIAL HAULRS: Cat wagon DJBs Volvo similar types; Conveyored material hauler; SURFACING (BASE) MATERIAL: Rock Spreaders, self - propelled; Pulva -mixer or similar types; Chiip Spreading machine operator; Lime spreading operator, construction job siter; SWEEPERS: Sweeper operator (Wayne type) self - propelled construction job site; TRACTOR- RUBBER TIRED: Tractor operator, rubber - tired, 50 hp flywheel and under; Trenching machine operator, maximum digging capacity 3 ft depth; TUNNEL: Dinkey GROUP 6: ASPHALT: Plant Oiler; Plant Fireman; Pugmill Operator (any type); Truck mounted asphalt spreader, with screed; COMPRESSORS: Compressor Operator (any power), under 1,250 cu. ft. total capacity; CONCRETE: Plant Oiler, Assistant Conveyor Operator; Conveyor Operator; Mixer Box Operator (C.T.B., dry batch, etc.); Cement Hog Operator; Concrete Saw Operator; Concrete Curing Machine Operator (riding type); Wire Mat or Brooming Machine Operator; CRANE: Oiler; Fireman, all equipment; Truck Crane Oiler Driver; A -frame Truck Operator, single drum; Tugger or Coffin Type Hoist Operator; CRUSHER: Crusher Oiler; Crusher http: / /frwebgate. access. gpo .gov /cgi- bin/getdoc.cgi ?dbname= Davis - Bacon &docid= WA2010... 8/1/2011 Page 22 of 37 1 Feederman; CRUSHER: Crusher oiler; Crusher feederman; DRILLING: Drill Tender; Auger Oiler; FLOATING EQUIPMENT: Deckhand; Boatman; FORKLIFT: Self - propelled Scaffolding Operator, construction job site (exclduing working platform); Fork Lift or Lumber Stacker Operator, construction job site; Ross Carrier Operator, construction job site; Lull Hi -Lift Operator or Similar Type; GUARDRAIL EQUIPMENT: Oiler; Auger Oiler; Oiler, combination guardrail machines; Guardrail Punch Oiler; HEATING PLANT: Temporary Heating Plant Operator; LOADERS: Bobcat, skid steer (less than 1 cu yd.); Bucket Elevator Loader Operator, BarberGreene and similar types; OILERS: Oiler; Guardrail Punch Oiler; Truck Crane Oiler- Driver; Auger Oiler; Grade Oiler, required to check grade; Grade Checker; Rigger; PIPELINE -SEWER WATER: Tar Pot Fireman; Tar Pot Fireman (power agitated); PUMPS: Pump Operator (any power); Hydrostatic Pump Operator; RAILROAD EQUIPMENT: Brakeman; Oiler; Switchman; Motorman; Ballast Jack Tamper Operator; SHOVEL, DRAGLINE, CLAMSHELL, SKOOPER, ETC. OPERATOR: Oiler, Grade Oiler (required to check grade); Grade Checker; Fireman; SWEEPER: Broom operator, self propelled, construction job site; SURFACING (BASE) MATERIAL: Roller Operator, grading of base rock (not asphalt); Tamping Machine operartor, mechanical, self - propelled; Hydrographic Seeder Machine Operator; TRENCHING MACHINE: Oiler; Grade Oiler; TUNNEL: Conveyor operator; Air filtration equipment operator IRON0014 -005 07/01/2010 ADAMS, ASOTIN, BENTON, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT, LINCOLN, OKANOGAN, PEND ORIELLE, SPOKANE, STEVENS, WALLA WALLA AND WHITMAN COUNTIES Rates Fringes IRONWORKER .......................$ 31.09 19.60 ---------------------------------------------------------------- IRON0029 -002 07/01/2010 CLARK, COWLITZ, KLICKITAT, PACIFIC, SKAMANIA, AND WAHKAIKUM COUNTIES Rates Fringes IRONWORKER .......................$ 33.62 19.60 ---------------------------------------------------------------- IRON0086 -002 07/01/2010 YAKIMA, KITTITAS AND CHELAN COUNTIES Rates Fringes IRONWORKER .......................$ 31.09 19.60 ---------------------------------------------------------------- IRON0086 -004 07/01/2010 CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PIERCE, SKAGIT, SNOHOMISH, THURSTON, AND WHATCOM COUNTIES http: / /frwebgate .access.gpo.gov /cgi- bin/getdoc. cgi ?dbnaine = Davis - Bacon &docid= WA2010 8/1/2011 1 Page 23 of 37 Rates Fringes IRONWORKER .......................$ 37.67 19.60 ---------------------------------------------------------------- LAB00001 -002 06/01/2009 ZONE 1: BASE POINTS: BELLINGHAM, MT. VERNON, EVERETT, SEATTLE, KENT, TACOMA, OLYMPIA, CENTRALIA, ABERDEEN, SHELTON, PT. TOWNSEND, PT. ANGELES, AND BREMERTON ZONE 1 - Projects within 25 radius miles of the respective city hall ZONE 2 - More than 25 but less than 45 radius miles from the respective city hall ZONE 3 - More than 45 radius miles from the respective city hall ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES): ZONE 2 - $1.00 ZONE 3 - $1.30 BASE POINTS: CHELAN, SUNNYSIDE, WENATCHEE, AND YAKIMA ZONE 1 - Projects within 25 radius miles of the respective city hall ZONE 2 - More than 25 radius miles from the respective city hall ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES): http: / /frwebgate.access. gpo.gov /cgi- bin/getdoe. cgi ?dbname = Davis - Bacon &docid= WA2010... 8/1/2011 Rates Fringes Laborers: CALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC (NORTH OF STRAIGHT LINE MADE BY EXTENDING THE NORTH BOUNDARY WAHKIAKUM COUNTY WEST TO THE PACIFIC OCEAN), PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES GROUP 1 ....................$ 21.77 9.07 GROUP 2 ....................$ 24.86 9.07 GROUP 3 ....................$ 30.96 9.07 GROUP 4 ....................$ 31.70 9.07 GROUP 5 ....................$ 32.21 9.07 CHELAN, DOUGLAS (WEST OF THE 120TH MERIDIAN), KITTITAS AND YAKIMA COUNTIES GROUP 1 ....................$ 17.95 9.07 GROUP 2 ....................$ 20.58 9.07 GROUP 3 ....................$ 22.54 9.07 GROUP 4 ....................$ 23.09 9.07 GROUP 5 ....................$ 23.48 9.07 BASE POINTS: BELLINGHAM, MT. VERNON, EVERETT, SEATTLE, KENT, TACOMA, OLYMPIA, CENTRALIA, ABERDEEN, SHELTON, PT. TOWNSEND, PT. ANGELES, AND BREMERTON ZONE 1 - Projects within 25 radius miles of the respective city hall ZONE 2 - More than 25 but less than 45 radius miles from the respective city hall ZONE 3 - More than 45 radius miles from the respective city hall ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES): ZONE 2 - $1.00 ZONE 3 - $1.30 BASE POINTS: CHELAN, SUNNYSIDE, WENATCHEE, AND YAKIMA ZONE 1 - Projects within 25 radius miles of the respective city hall ZONE 2 - More than 25 radius miles from the respective city hall ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES): http: / /frwebgate.access. gpo.gov /cgi- bin/getdoe. cgi ?dbname = Davis - Bacon &docid= WA2010... 8/1/2011 Page 24 of 37 1 ZONE 2 - $2.25 LABORERS CLASSIFICATIONS GROUP 1: Landscaping and Planting; Watchman; Window Washer /Cleaner (detail clean -up, such as but not limited to cleaning floors, ceilings, walls, windows, etc., prior to final acceptance by the owner) GROUP 2: Batch Weighman; Crusher Feeder; Fence Laborer; Flagman; Pilot Car GROUP 3: General Laborer; Air, Gas, or Electric Vibrating Screed; Asbestos Abatement Laborer; Ballast Regulator Machine; Brush Cutter; Brush Hog Feeder; Burner; Carpenter Tender; Cement Finisher Tender; Change House or Dry Shack; Chipping Gun (under 30 lbs.); Choker Setter; Chuck Tender; Clean -up Laborer; Concrete Form Stripper; Curing Laborer; Demolition (wrecking and moving including charred material); Ditch Digger; Dump Person; Fine Graders; Firewatch; Form Setter; Gabian Basket Builders; Grout Machine Tender; Grinders; Guardrail Erector; Hazardous Waste Worker (Level C: uses a chemical "splash suit" and air purifying respirator); Maintenance Person; Material Yard Person; Pot Tender; Rip Rap Person; Riggers; Scale Person; Sloper Sprayer; Signal Person; Stock Piler; Stake Hopper; Toolroom Man (at job site); Topper - Tailer; Track Laborer; Truck Spotter; Vinyl Seamer GROUP 4: Cement Dumper- Paving; Chipping Gun (over 30 lbs.); Clary Power Spreader; Concrete Dumper /Chute Operator; Concrete Saw Operator; Drill Operator (hydraulic, diamond, aiartrac); Faller and Bucker Chain Saw; Grade Checker and Transit Person; Groutmen (pressure) including post tension beams; Hazardous Waste Worker (Level B: uses same respirator protection as Level A. A supplied air line is provided in conjunction with a chemical "splash suit "); High Scaler; Jackhammer; Laserbeam Operator; Manhole Builder - Mudman; Nozzleman (concrete pump, green cutter when using combination of high pressure air and water on concrete and rock, sandblast, gunite, shotcrete, water blaster, vacuum blaster); Pavement Breaker; Pipe Layer and Caulker; Pipe Pot Tender; Pipe Reliner (not insert type); Pipe Wrapper; Power Jacks; Railroad Spike Puller- Power; Raker - Asphalt; Rivet Buster; Rodder; Sloper (over 20 ft); Spreader (concrete); Tamper and Similar electric, air and glas operated tool; Timber Person -sewer (lagger shorer and cribber); Track Liner Power; Tugger Operator; Vibrator; Well Point Laborer GROUP 5: Caisson Worker; Miner; Mortarman and Hodcarrier; Powderman; Re- Timberman; Hazardous Waste Worker (Level A: utilizes a fully encapsulated suit with a self- contained breathing apparatus or a supplied air line). ---------------------------------------------------------- - - - - -- * LAB00238 -004 06/01/2011 ADAMS, ASOTIN, BENTON, COLUMBIA, DOUGLAS (EAST OF THE 120TH MERIDIAN), FERRY, FRANKLIN, GARFIELD, GRANT, LINCOLN, OKANOGAN, PEND OREILLE, STEVENS, SPOKANE, WALLA WALLA AND WHITMAN COUNTIES http: / /frwebgate. access. gpo .gov /cgi- bin/getdoc.cgi ?dbname= Davis - Bacon &docid= WA2010... 8/1/2011 Page 25 of 37 LABORER (Pasco) GROUP GROUP GROUP GROUP GROUP LABORER (S] GROUP GROUP GROUP GROUP GROUP 1 .....................$ 2 .....................$ 3 .....................$ 4 .....................$ 5 .....................$ pokane) 1 .....................$ 2 .....................$ 3 .....................$ 4 .....................$ 5 .....................$ Rates Fringes 21.31 10.00 23.41 10.00 23.68 10.00 23.95 10.00 24.23 10.00 21.01 10.00 23.11 10.00 23.38 10.00 23.65 10.00 23.93 10.00 Zone Differential (Add to Zone 1 rate): $2.00 BASE POINTS: Spokane, Pasco, Lewiston Zone 1: 0 -45 radius miles from the main post office. Zone 2: 45 radius miles and over from the main post office. LABORERS CLASSIFICATIONS GROUP 1: Flagman; Landscape Laborer; Scaleman; Traffic Control Maintenance Laborer (to include erection and maintenance of barricades, signs and relief of flagperson); Window Washer /Cleaner (detail cleanup, such as, but not limited to cleaning floors, ceilings, walls, windows, etc. prior to final acceptance by the owner) GROUP 2: Asbestos Abatement Worker; Brush Hog Feeder; Carpenter Tender; Cement Handler; Clean -up Laborer; Concrete Crewman (to include stripping of forms, hand operating jacks on slip form construction, application of concrete curing compounds, pumperete machine, signaling, handling the nozzle of squeezcrete or similar machine,6 inches and smaller); Confined Space Attendant; Concrete Signalman; Crusher Feeder; Demolition (to include clean -up, burning, loading, wrecking and salvage of all material); Dumpman; Fence Erector; Firewatch; Form Cleaning Machine Feeder, Stacker; General Laborer; Grout Machine Header Tender; Guard Rail (to include guard rails, guide and reference posts, sign posts, and right -of -way markers); Hazardous Waste Worker, Level D (no respirator is used and skin protection is minimal); Miner, Class "A" (to include all bull gang, concrete crewman, dumpman and pumperete crewman, including distributing pipe, assembly & dismantle, and nipper); Nipper; Riprap Man; Sandblast Tailhoseman; Scaffold Erector (wood or steel); Stake Jumper; Structural Mover (to include separating foundation, preparation, cribbing, shoring, jacking and unloading of structures); Tailhoseman (water nozzle); Timber Bucker and Faller (by hand); Track Laborer (RR); Truck Loader; Well -Point Man; All Other Work Classifications Not Specially Listed Shall Be Classified As General Laborer GROUP 3: Aspaalt Raker; Asphalt Roller, walking; Cement http: / /frwebgate. access. gpo .gov /cgi- bin/getdoc.cgi ?dbname= Davis - Bacon &docid= WA2010... 8/1/2011 Page 26 of 37 1 Finisher Tender; Concrete Saw, walking; Demolition Torch; Dope Pot Firemen, non - mechanical; Driller Tender (when required to move and position machine); Form Setter, Paving; Grade Checker using level; Hazardous Waste Worker, Level C (uses a chemical "splash suit" and air purifying respirator); Jackhammer Operator; Miner, Class "B" (to include brakeman, finisher, vibrator, form setter); Nozzleman (to include squeeze and flo -crete nozzle); Nozzleman, water, air or steam; Pavement Breaker (under 90 lbs.); Pipelayer, corrugated metal culvert; Pipelayer, multi- plate; Pot Tender; Power Buggy Operator; Power Tool Operator, gas, electric, pneumatic; Railroad Equipment, power driven, except dual mobile power spiker or puller; Railroad Power Spiker or Puller, dual mobile; Rodder and Spreader; Tamper (to include operation of Barco, Essex and similar tampers); Trencher, Shawnee; Tugger Operator; Wagon Drills; Water Pipe Liner; Wheelbarrow (power driven) GROUP 4: Air and Hydraulic Track Drill; Brush Machine (to include horizontal construction joint cleanup brush machine, power propelled); Caisson Worker, free air; Chain Saw Operator and Faller; Concrete Stack (to include laborers when laborers working on free standing concrete stacks for smoke or fume control above 40 feet high); Gunite (to include operation of machine and nozzle); Hazardous Waste Worker, Level B (uses same respirator protection as Level A. A supplied air line is provided in conjunction with a chemical "splash suit "); High Scaler; Laser Beam Operator (to include grade checker and elevation control); Miner, Class C (to include miner, nozzleman for concrete, laser beam operator and rigger on tunnels); Monitor Operator (air track or similar mounting); Mortar Mixer; Nozzleman (to include jet blasting nozzleman, over 1,200 lbs., jet blast machine power propelled, sandblast nozzle); Pavement Breaker (90 lbs. and over); Pipelayer (to include working topman, caulker, collarman, jointer, mortarman, rigger, jacker, shorer, valve or meter installer); Pipewrapper; Plasterer Tender; Vibrators (all) GROUP 5 - Drills with Dual Masts; Hazardous Waste Worker, Level A (utilizes a fully encapsulated suit with a self- contained breathing apparatus or a supplied air line); Miner Class "D ", (to include raise and shaft miner, laser beam operator on riases and shafts) GROUP 6 - Powderman LAB00238 -006 07/26/2010 COUNTIES EAST OF THE 120TH MERIDIAN: ADAMS, ASOTIN, BENTON, CHELAN, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT, LINCOLN, OKANOGAN, PEND OREILLE, STEVENS, SPOKANE, WALLA WALLA, WHITMAN Rates Fringes Hod Carrier ......................$ 24.00 9.64 ---------------------------------------------------------------- LAB00335 -001 06/01/2010 http: / /frwebgate. access. gpo .gov /cgi- bin/getdoc.egi ?dbname= Davis - Bacon &docid= WA2010 8/1/2011 , Page 27 of 37 CLARK, COWLITZ, KLICKITAT, PACIFIC (SOUTH OF A STRAIGHT LINE MADE BY EXTENDING THE NORTH BOUNDARY LINE OF WAHKIAKUM COUNTY WEST TO THE PACIFIC OCEAN), SKAMANIA AND WAHKIAKUM COUNTIES Rates Fringes Laborers: ZONE 1: GROUP 1 ....................$ 27.51 10.15 GROUP 2 ....................$ 28.11 10.15 GROUP 3 ....................$ 28.55 10.15 GROUP 4 ....................$ 28.93 10.15 GROUP 5.......... ..$ 25.01 10.15 GROUP 6 ....................$ 22.59 10.15 GROUP 7 ....................$ 19.39 10.15 Zone Differential (Add to Zone 1 rates): Zone 2 $ 0.65 Zone 3 - 1.15 Zone 4 - 1.70 Zone 5 - 2.75 BASE POINTS: GOLDENDALE, LONGVIEW, AND VANCOUVER ZONE 1: Projects within 30 miles of the respective city all. ZONE 2: More than 30 miles but less than 40 miles from the respective city hall. ZONE 3: More than 40 miles but less than 50 miles from the respective city hall. ' ZONE 4: More than 50 miles but less than 80 miles from the respective city hall. ZONE 5: More than 80 miles from the respective city hall. LABORERS CLASSIFICATIONS GROUP 1: Asphalt Plant Laborers; Asphalt Spreaders; Batch Weighman; Broomers; Brush Burners and Cutters; Car and Truck Loaders; Carpenter Tender; Change -House Man or Dry Shack Man; Choker Setter; Clean -up Laborers; Curing, Concrete; Demolition, Wrecking and Moving Laborers; Dumpers, road oiling crew; Dumpmen (for grading crew); Elevator Feeders; Median Rail Reference Post, Guide Post, Right of Way Marker; Fine Graders; Fire Watch; Form Strippers (not swinging stages); General Laborers; Hazardous Waste Worker; Leverman or Aggregate Spreader (Flaherty and similar types); Loading Spotters; Material Yard Man (including electrical); Pittsburgh Chipper Operator or Similar Types; Railroad Track Laborers; Ribbon Setters (including steel forms); Rip Rap Man (hand placed); Road Pump Tender; Sewer Labor; Signalman; Skipman; Slopers; Spraymen; Stake Chaser; Stockpiler; Tie Back Shoring; Timber Faller and Bucker (hand labor); Toolroom Man (at job site); Tunnel Bullgang (above ground); Weight -Man- Crusher (aggregate when used) GROUP 2: Applicator (including pot power tender for same), ' applying protective material by hand or nozzle on utility lines or storage tanks on project; Brush Cutters (power saw); Burners; Choker Splicer; Clary Power Spreader and I htt : / /frweb ate.access. o. ov /c i -bin/ etdoc.c i ?dbname= Davis - Bacon &docid= WA2010. P g � g g g g 8/1/2011 Page 28 of 37 1 similar types; Clean- up Nozzleman -Green Cutter (concrete, rock, etc.); Concrete Power Buggyman; Concrete Laborer; Crusher Feeder; Demolition and Wrecking Charred Materials; Gunite Nozzleman Tender; Gunite or Sand Blasting Pot Tender; Handlers or Mixers of all Materials of an irritating nature (including cement and lime); Tool Operators (includes but not limited to: Dry Pack Machine; Jackhammer; Chipping Guns; Paving Breakers); Pipe Doping and Wrapping; Post Hole Digger, air, gas or electric; Vibrating Screed; Tampers; Sand Blasting (Wet); Stake - Setter; Tunnel- Muckers, Brakemen, Concrete Crew, Bullgang (underground) GROUP 3: Asbestos Removal; Bit Grinder; Drill Doctor; Drill Operators, air tracks, cat drills, wagon drills, rubber - mounted drills, and other similar types including at crusher plants; Gunite Nozzleman; High Scalers, Strippers and Drillers (covers work in swinging stages, chairs or belts, under extreme conditions unusual to normal drilling, blasting, barring -down, or sloping and stripping); Manhole Builder; Powdermen; Concrete Saw Operator; Pwdermen; Power Saw Operators (Bucking and Falling); Pumperete Nozzlemen; Sand Blasting (Dry); Sewer Timberman; Track Liners, Anchor Machines, Ballast Regulators, Multiple Tampers, Power Jacks, Tugger Operator; Tunnel -Chuck Tenders, Nippers and Timbermen; Vibrator; Water Blaster GROUP 4: Asphalt Raker; Concrete Saw Operator (walls); Concrete Nozzelman; Grade Checker; Pipelayer; Laser Beam (pipelaying)- applicable when employee assigned to move, set up, align; Laser Beam; Tunnel Miners; Motorman -Dinky Locomotive - Tunnel; Powderman- Tunnel; Shield Operator- Tunnel GROUP 5: Traffic Flaggers GROUP 6: Fence Builders GROUP 7: Landscaping or Planting Laborers ---------------------------------------------------------------- LAB00335 -019 06/01/2008 Rates Fringes Hod Carrier ......................$ 29.58 8.40 ---------------------------------------------------------------- PAIN0005 -002 07/01/2010 STATEWIDE EXCEPT CLARK, COWLITZ, KLICKITAT, PACIFIC (SOUTH), SKAMANIA, AND WAHKIAKUM COUNTIES Rates Fringes Painters: STRIPERS ....................$ 27.74 11.66 ---------------------------------------------------------------- PAIN0005 -004 03/01/2009 CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES http: / /frwebgate. access. gpo .gov /cgi- bin/getdoe.cgl ?dbname= Davis - Bacon &docid= WA2010... 8/1/2011 Page 29 of 37 Rates Fringes PAINTER ..........................$ 20.82 7.44 --------------------------------------------------------- * PAIN0005 -006 07/01/2010 ADAMS, ASOTIN; BENTON AND FRANKLIN (EXCEPT HANFORD SITE); CHELAN, COLUMBIA, DOUGLAS, FERRY, GARFIELD, GRANT, KITTITAS, LINCOLN, OKANOGAN, PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN AND YAKIMA COUNTIES Rates Fringes Painters: Application of Cold Tar Products, Epoxies, Polyure 20.00 7.71 thanes, Acids, Radiation Resistant Material, Water 23.05 7.71 and Sandblasting ............ $ 21.50 7.98 Over 30' /Swing Stage Work..$ 22.20 7.98 Brush, Roller, Striping, WAHKIAKUM COUNTIES Steam- cleaning and Spray .... $ 19.93 7.98 Lead Abatement, Asbestos Abatement ...................$ 21.50 7.98 *$.70 shall be paid over and above the basic wage rates listed for work on swing stages and high work of over 30 feet. ---------------------------------------------------------------- PAIN0055 -002 04/01/2011 CLARK, COWLITZ, KLICKITAT, PACIFIC, SKAMANIA, AND WAHKIAKUM COUNTIES Rates Fringes Painters: Brush & Roller ..............$ 20.00 7.71 High work - All work 60 ft. or higher ...............$ 23.05 7.71 Spray and Sandblasting ...... ---------------------------------------------------------------- $ 23.05 7.71 * PAIN0055 -007 06/01/2011 CLARK, COWLITZ, KLICKITAT, SKAMANIA and WAHKIAKUM COUNTIES Rates Fringes Painters: HIGHWAY & PARKING LOT STRIPER .....................$ 33.46 8.81 ---------------------------------------------------------------- PLAS0072 -004 06/01/2010 ADAMS, ASOTIN, BENTON, CHELAN, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT, KITTITAS, LINCOLN, OKANOGAN, PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN, AND YAKIMA COUNTIES http: / /frwebgate .access.gpo.gov /cgi- bin/getdoc. cgi ?dbname = Davis - Bacon &docid= WA2010... 8/1/2011 Page 30 of 37 Rates Fringes , CEMENT MASON /CONCRETE FINISHER ZONE 1 ......................$ 24.53 11.32 Zone Differential (Add to Zone 1 rate): Zone 2 - $2.00 , BASE POINTS: Spokane, Pasco, Lewiston; Wenatchee Zone 1: 0 - 45 radius miles from the main post office , Zone 2: Over 45 radius miles from the main post office ---------------------------------------------------------------- * PLAS0528 -001 06/01/2011 ' CLALLAM, COWLITZ, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC, PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON, WAHKIAKUM AND WHATCOM COUNTIES ' Rates Fringes Cement Masons: CEMENT MASON ................$ 35.40 13.75 COMPOSITION, TROWEL MACHINE, GRINDER, POWER ' TOOLS, GUNNITE NOZZLE ....... $ 35.90 13.75 TROWLING MACHINE OPERATOR ON COMPOSITION ..............$ 36.90 13.75 ------------ , PLAS0555 -002 06/01/2009 CLARK, KLICKITAT AND SKAMANIA COUNTIES ' ZONE 1: http: / /frwebgate. access. gpo .gov /cgi- bin/getdoc.egi ?dbname= Davis - Bacon &docid= WA2010... 8/1/2011 1 Rates Fringes , Cement Masons: CEMENT MASONS DOING BOTH COMPOSITION /POWER , MACHINERY AND SUSPENDED /HANGING SCAFFOLD..$ 29.94 15.59 CEMENT MASONS ON SUSPENDED, SWINGING AND /OR ' HANGING SCAFFOLD ............ $ 29.41 15.59 CEMENT MASONS ...............$ 28.87 15.59 COMPOSITION WORKERS AND ' POWER MACHINERY OPERATORS ... $ 29.41 15.59 Zone Differential (Add To Zone 1 Rates): Zone 2 - $0.65 ' Zone 3 - 1.15 Zone 4 - 1.70 Zone 5 - 3.00 ' BASE POINTS: BEND, CORVALLIS, EUGENE, MEDFORD, PORTLAND, SALEM, THE DALLES, VANCOUVER , ZONE 1: Projects within 30 miles of the respective city hall ZONE 2: More than 30 miles but less than 40 miles from the respective city hall. ' ZONE 3: More than 40 miles but less than 50 miles from the http: / /frwebgate. access. gpo .gov /cgi- bin/getdoc.egi ?dbname= Davis - Bacon &docid= WA2010... 8/1/2011 1 Page 31 of 37 respective city hall. ZONE 4: More than 50 miles but less than 80 miles from the respective city hall. ZONE 5: More than 80 miles from the respective city hall ---------------------------------------------------------------- TEAM0037 -002 06/01/2009 CLARK, COWLITZ, KLICKITAT, PACIFIC (South of a straight line made by extending the north boundary line of Wahkiakum County west to the Pacific Ocean), SKAMANIA, AND WAHKIAKUM COUNTIES Truck drive ZONE 1 GROUP GROUP GROUP GROUP GROUP GROUP GROUP Rates rs : 1 ....................$ 26.90 2 ....................$ 27.02 3 ....................$ 27.15 4 ....................$ 27.41 5 ....................$ 27.63 6 ....................$ 27.79 7 ....................$ 27.99 Zone Differential (Add to Zone 1 Rates): Zone 2 - $0.65 Zone 3 - 1.15 Zone 4 - 1.70 Zone 5 - 2.75 Fringes 12.75 12.75 12.75 12.75 12.75 12.75 12.75 BASE POINTS: ASTORIA, THE DALLES, LONGVIEW AND VANCOUVER ZONE 1: Projects within 30 miles of the respective city hall. ZONE 2: More than 30 miles but less than 40 miles from the respective city hall. ZONE 3: More than 40 miles but less than 50 miles from the respective city hall. ZONE 4: More than 50 miles but less than 80 miles from the respective city hall. ZONE 5: More than 80 miles from the respective city hall. TRUCK DRIVERS CLASSIFICATIONS GROUP 1: A Frame or Hydra lifrt truck w /load bearing surface; Articulated Dump Truck; Battery Rebuilders; Bus or Manhaul Driver; Concrete Buggies (power operated); Concrete Pump Truck; Dump Trucks, side, end and bottom dumps, including Semi Trucks and Trains or combinations there of: up to and including 10 cu. yds.; Lift Jitneys, Fork Lifts (all sizes in loading, unloading and transporting material on job site); Loader and /or Leverman on Concrete Dry Batch Plant (manually operated); Pilot Car; Pickup Truck; Solo Flat Bed and misc. Body Trucks, 0 -10 tons; Truck Tender; Truck Mechanic Tender; Water Wagons (rated capacity) up to 3,000 gallons; Transit Mix and Wet or Dry Mix - 5 cu. yds. and under; Lubrication Man, Fuel Truck Driver, Tireman, http: / /frwebgate. access. gpo .gov /cgi- bin/getdoc.cgi ?dbname= Davis - Bacon &docid= WA2010... 8/1/2011 Wash Rack, Steam Cleaner or combinations; Team Driver; Slurry Truck Driver or Leverman; Tireman GROUP 2: Boom Truck /Hydra -lift or Retracting Crane; Challenger; Dumpsters or similar equipment all sizes; Dump Trucks /Articulated Dumps 6 cu to 10 cu.; Flaherty Spreader Driver or Leverman; Lowbed Equipment, Flat Bed Semi - trailer or doubles transporting equipment or wet or dry materials; Lumber Carrier, Driver - Straddle Carrier (used in loading, unloading and transporting of materials on job site); Oil Distributor Driver or Leverman; Transit mix and wet or dry mix trcuks: over 5 cu. yds. and including 7 cu. yds.; Vacuum Trucks; Water truck /Wagons (rated capacity) over 3,000 to 5,000 gallons GROUP 3: Ammonia Nitrate Distributor Driver; Dump trucks, side, end and bottom dumps, including Semi Trucks and Trains or combinations thereof: over 10 cu. yds. and including 30 cu. yds. includes Articulated Dump Trucks; Self - Propelled Street Sweeper; Transit mix and wet or dry mix truck: over 7 cu yds. and including 11 cu yds.; Truck Mechanic - Welder -Body Repairman; Utility and Clean -up Truck; Water Wagons (rated capacity) over 5,000 to 10,000 gallons GROUP 4: Asphalt Burner; Dump Trucks, side, end and bottom cumps, including Semi - Trucks and Trains or combinations thereof: over 30 cu. yds. and including 50 cu. yds. includes Articulated Dump Trucks; Fire Guard; Transit Mix and Wet or Dry Mix Trucks, over 11 cu. yds. and including 15 cu. yds.; Water Wagon (rated capacity) over 10,000 gallons to 15,000 gallons GROUP 5: Composite Crewman; Dump Trucks, side, end and bottom dumps, including Semi Trucks and Trains or combinations thereof: over 50 cu. yds. and including 60 cu. yds. includes Articulated Dump Trucks GROUP 6: Bulk Cement Spreader w/o Auger; Dry Pre -Batch concrete Mix Trucks; Dump trucks, side, end and bottom dumps, including Semi Trucks and Trains of combinations thereof: over 60 cu. yds. and including 80 cu. yds., and includes Articulated Dump Trucks; Skid Truck GROUP 7: Dump Trucks, side, end and bottom dumps, including Semi Trucks and Trains or combinations thereof: over 80 cu. yds. and including 100 cu. yds., includes Articulated Dump Trucks; Industrial Lift Truck (mechanical tailgate) ---------------------------------------------------------------- * TEAM0174 -001 06/01/2009 CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC (North of a straight line made by extending the north boundary line of Wahkiakum County west to the Pacific Ocean), PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES Rates Fringes Truck drivers: ZONE A: Page 32 of 37 ' http: / /frwebgate. access. gpo .gov /cgi- bin/getdoc.cgi ?dbname= Davis - Bacon &docid= WA2010... 8/1/2011 Page 33 of 37 ' GROUP 1: ................... $ 31.87 14.60 GROUP 2:.......... ..$ 31.03 14.60 GROUP 3 :...................$ 28.22 14.60 GROUP 4: ................... $ 23.25 14.60 GROUP 5: ................... $ 31.42 14.60 ZONE B (25 -45 miles from center of listed cities *): Add $.70 ' per hour to Zone A rates. ZONE C (over 45 miles from centr of listed cities *): Add $1.00 per hour to Zone A rates. *Zone pay will be calculated from the city center of the following listed cities: BELLINGHAM CENTRALIA RAYMOND OLYMPIA ' EVERETT SHELTON ANACORTES BELLEVUE SEATTLE PORT ANGELES MT. VERNON KENT TACOMA PORT TOWNSEND ABERDEEN BREMERTON TRUCK DRIVERS CLASSIFICATIONS GROUP 1 - "A -frame or Hydralift" trucks and Boom trucks or ' similar equipment when "A" frame or " Hydralift" and Boom truck or similar equipment is used; Buggymobile; Bulk Cement Tanker; Dumpsters and similar equipment, ' Tournorockers, Tournowagon, Tournotrailer, Cat DW series, Terra Cobra, Le Tourneau, Westinghouse, Athye Wagon, Euclid Two and Four - Wheeled power tractor with trailer and similar top- loaded equipment transporting material: Dump Trucks, ' side, end and bottom dump, including semi - trucks and trains or combinations thereof with 16 yards to 30 yards capacity: Over 30 yards $.15 per hour additional for each 10 yard ' increment; Explosive Truck (field mix) and similar equipment; Hyster Operators (handling bulk loose aggregates); Lowbed and Heavy Duty Trailer; Road Oil Distributor Driver; Spreader, Flaherty Transit mix used exclusively in heavy construction; Water Wagon and Tank Truck -3,000 gallons and over capacity GROUP 2 - Bulllifts, or similar equipment used in loading or ' unloading trucks, transporting materials on job site; Dumpsters, and similar equipment, Tournorockers, Tournowagon, Turnotrailer, Cat. D.W. Series, Terra Cobra, Le Tourneau, Westinghouse, Athye wagon, Euclid two and four - wheeled power tractor with trailer and similar top - loaded equipment transporting material: Dump trucks, side, end and bottom dump, including semi - trucks and trains ' or combinations thereof with less than 16 yards capacity; Flatbed (Dual Rear Axle); Grease Truck, Fuel Truck, Greaser, Battery Service Man and /or Tire Service Man; ' Leverman and loader at bunkers and batch plants; Oil tank transport; Scissor truck; Slurry Truck; Sno -Go and similar equipment; Swampers; Straddler Carrier (Ross, Hyster) and similar equipment; Team Driver; Tractor (small, ' rubber - tired)(when used within Teamster jurisdiction); Vacuum truck; Water Wagon and Tank trucks -less than 3,000 gallons capacity; Winch Truck; Wrecker, Tow truck and similar equipment GROUP 3 - Flatbed (single rear axle); Pickup Sweeper; Pickup Ihtt : / /f-web ate.access. � o. ov /c i -bin/ etdoc.c i ?dbname= Davis - Bacon &docid= WA2010 8/1/2011 Page 34 of 37 ' Truck. (Adjust Group 3 upward by $2.00 per hour for onsite work only) GROUP 4 - Escort or Pilot Car GROUP 5 - Mechanic HAZMAT PROJECTS Anyone working on a HAZMAT job, where HAZMAT certification is required, shall be compensated as a premium, in addition to the classification working in as follows: LEVEL C: +$.25 per hour - This level uses an air purifying respirator or additional protective clothing. LEVEL B: +$.50 per hour - Uses same respirator protection as Level A. Supplied air line is provided in conjunction with a chemical "splash suit." LEVEL A: +$.75 per hour - This level utilizes a fully - encapsulated suit with a self - contained breathing apparatus or a supplied air line. TEAM0760 -002 06/01/2009 ADAMS, ASOTIN, BENTON, CHELAN, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT KITTITAS, LINCOLN, OKANOGAN, PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN AND YAKIMA COUNTIES Rates Truck drivers: (ANYONE WORKING ON HAZMAT JOBS SEE FOOTNOTE A BELOW) ZONE 1: GROUP 1 ....................$ 20.02 GROUP 2 ....................$ 22.29 GROUP 3 ....................$ 22.79 GROUP 4 ....................$ 23.12 GROUP 5 ....................$ 23.23 GROUP 6 ....................$ 23.40 GROUP 7 ....................$ 23.93 GROUP 8 ....................$ 24.26 Fringes 10.86 10.86 10.86 10.86 10.86 10.86 10.86 10.86 Zone Differential (Add to Zone 1 rate: Zone 2 - $2.00) BASE POINTS: Spokane, Moses Lake, Pasco, Lewiston Zone 1: 0 -45 radius miles from the main post office. Zone 2: Outside 45 radius miles from the main post office TRUCK DRIVERS CLASSIFICATIONS GROUP 1: Escort Driver or Pilot Car; Employee Haul; Power Boat Hauling Employees or Material GROUP 2: Fish Truck; Flat Bed Truck; Fork Lift (3000 lbs. and under); Leverperson (loading trucks at bunkers); Trailer Mounted Hydro Seeder and Mulcher; Seeder & Mulcher; Stationary Fuel Operator; Tractor (small, rubber - tired, pulling trailer or similar equipment) http: / /frwebgate.access.gpo. gov /cgi- bin/getdoc. cgi ?dbname = Davis - Bacon &docid= WA2010... 8/1/2011 Page 35 of 37 GROUP 3: Auto Crane (2000 lbs. capacity); Buggy Mobile & Similar; Bulk Cement Tanks & Spreader; Dumptor (6 yds. & under); Flat Bed Truck with Hydraullic System; Fork Lift (3001- 16,000 lbs.); Fuel Truck Driver, Steamcleaner & Washer; Power Operated Sweeper; Rubber -tired Tunnel Jumbo; Scissors Truck; Slurry Truck Driver; Straddle Carrier (Ross, Hyster, & similar); Tireperson; Transit Mixers & Truck Hauling Concrete (3 yd. to & including 6 yds.); Trucks, side, end, bottom & articulated end dump (3 yards to and including 6 yds.); Warehouseperson (to include shipping & receiving); Wrecker & Tow Truck GROUP 4: A- Frame; Burner, Cutter, & Welder; Service Greaser; Trucks, side, end, bottom & articulated end dump (over 6 yards to and including 12 yds.); Truck Mounted Hydro Seeder; Warehouseperson; Water Tank truck (0 -8,000 gallons) GROUP 5: Dumptor (over 6 yds.); Lowboy (50 tons & under); Self- loading Roll Off; Semi -Truck & Trailer; Tractor with Steer Trailer; Transit Mixers and Trucks Hauling Concrete (over 6 yds. to and including 10 yds.); Trucks, side, end, bottom and end dump (over 12 yds. to & including 20 yds.); Truck - Mounted Crane (with load bearing surface either mounted or pulled, up to 14 ton); Vacuum Truck (super sucker, guzzler, etc.) GROUP 6: Flaherty Spreader Box Driver; Flowboys; Fork Lift (over 16,000 lbs.); Dumps (Semi -end); Mechanic (Field); Semi- end Dumps; Transfer Truck & Trailer; Transit Mixers & Trucks Hauling Concrete (over 10 yds. to & including 20 yds.); Trucks, side, end, bottom and articulated end dump (over 20 yds. to & including 40 yds.); Truck and Pup; Tournarocker, DWs & similar with 2 or more 4 wheel -power tractor with trailer, gallonage or yardage scale, whichever is greater Water Tank Truck (8,001- 14,000 gallons); Lowboy(over 50 tons) GROUP 7: Oil Distributor Driver; Stringer Truck (cable oeprated trailer); Transit Mixers & Trucks Hauling Concrete (over 20 yds.); Truck, side, end, bottom end dump (over 40 yds. to & including 100 yds.); Truck Mounted Crane (with load bearing surface either mounted or pulled (16 through 25 tons); GROUP 8: Prime Movers and Stinger Truck; Trucks, side, end, bottom and articulated end dump (over 100 yds.); Helicopter Pilot Hauling Employees or Materials Footnote A - Anyone working on a HAZMAT job, where HAZMAT certification is required, shall be compensated as a premium, in additon to the classification working in as follows: LEVEL C -D: - $.50 PER HOUR (This is the lowest level of protection. This level may use an air purifying respirator or additional protective clothing. LEVEL A -B: - $1.00 PER HOUR (Uses supplied air is conjunction with a chemical spash suit or fully encapsulated suit with http: / /frwebgate. access. gpo .gov /cgi- bin/getdoe.cgi ?dbname= Davis - Bacon &docid= WA2010... 8/1/2011 Page 36 of 37 ' a self - contained breathing apparatus. Employees shall be paid Hazmat pay in increments of four(4) and eight(8) hours. NOTE: Trucks Pulling Equipment Trailers: shall receive $.15 /hour over applicable truck rate ---------------------------------------------------------- - - - - -- WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental. Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)). In the listing above, the "SU" designation means that rates listed under the identifier do not reflect collectively bargained wage and fringe benefit rates. Other designations indicate unions whose rates have been determined to be prevailing. WAGE DETERMINATION APPEALS PROCESS 1.) Has there been an initial decision in the matter? This can be: • an existing published wage determination • a survey underlying a wage determination • a Wage and Hour Division letter setting forth a position on a wage determination matter • a conformance (additional classification and rate) ruling On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis -Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed. With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to: Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request http: / /frwebgate. access.gpo.gov /cgi- bin/getdoc. cgi ?dbname = Davis - Bacon &docid= WA2010... 8/1/2011 1 Page 37 of 37 ' review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to: Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 ' The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, ' etc.) that the requestor considers relevant to the issue. 3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative ' Review Board (formerly the Wage Appeals Board). Write to: Administrative Review Board ' U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 4.) All decisions by the Administrative Review Board are final. ---------------------------------------------------------------- ---------------------------------------------------------------- ' END OF GENERAL DECISION http: / /frwebgate. access. gpo .gov /cgi- bin/getdoe.cgi ?dbname= Davis -Bacon &docid= WA2010... 8/1/2011 SECTION 6 - CDBG GENERAL CONDITIONS IG: \PROJECTS \2011 \11072 \Hines Addition Final Specs.doc 6 -1 ATTACHMENT 7 -1 (1) V7ashing4orn State Department of Community, Trade and Economic Development Community Development Block Chant Progran, GENERAL CONDITIONS Contents Section Subl ect Section Subject 1' Contract and .Contract Documents 37. Stated Allowances 2. Definitions 38. Use of Premises and Removal of Debris 3. Additional Instructions and Detail Drawings 39. Quantities of Estimate 4. Shop or Setting Drawings 40. Lands and Right -of Way 5, Materials, Services and Facilities 41. Genera] Guaranty 6 Contractor's Title of Materials 42.' Conflicting Conditions 7. Inspection and Testing of Materials 43. Notice and Service Thereof 8. "Or Equal" Clause 44. Required Provisions Deemed Inserted 9. Patents 45. Protection of Lives and Health 10. Surveys, Pemuts and Regulations 46. Subcontracts 11. Contractor's Obligations 47. Interest of Member of Congress 12. Weather Conditions 48. Other Prohibited Interests 11 Protection of Work and Property -- 49. Use Prior to Owner's Acceptance Emergency 50. Photographs of the Project 14. Inspection 51. Suspension of Work 15. Access to Records Note: Items 52 - 66 are omitted. 16. Reports, Records and Data 67. Ineligible Subcontractors 17. Superintendence by Contractor 68. Provisions to be Included 18. Changes in Work 69. Breach of Labor Standards 19. Extras 70. Employment Practices 20. Time for Completion and Liquidated 71. Contract Termination; Debarment Damages 72, Federal Labor Standards Pro),isions 21. Correction of Work (Follows Paragraph 84) 22. Subsurface Conditions Found Different 73. Compliance with State Wage 23. Claims for Extra Costs Requirements '24. Right of Owner to Terminate Contract 74. Title VI of the Civil Rights Act 25. Construction Schedule and Periodic 75. Section .109 of Housing & Estimates Community Development Act of 26. Payments to Contractor 1974 27. Acceptance of Final Payment as Release 76. Age Discrimination Act of 1975 28. Payments by Contractor 77. Section 504 of Rehabilitation Act 29. Insurance; Contractor's 78. Section 3 of Housing & Conununity 30, Contract Security Development Act of 1968 31. Additional or Substitute Bond 79, EO 11246 Equal Opportunity Clause 32. Assigiiinents 80. EO 11246 Segregated Facilities 33. Mutual Responsibility of Contractors 81. EO 11246 Notice, Requirement for 34. Separate Contracts Affinnative Action 35. Subcontracting 82, EO 11246; Standard Federal Equal 36, Architeci/Engineer's Authority Employment Opportunity 83. State Nondiscrimination Clause 84. Americans -v)-ith Disabilities Act of 19 90 Index of Contents S ub i ect Section Age Discrimination Act of 1975 .................. 76 Access to Records ........................ ............ 15 Accident Prevention ....... .......................... 45 Additional or Substitute Bond ..................... 31 Additional Instructions .. ............................... 3 Affirmation Action Requirements . ............. 81 Allowances ................. ............................... . 36 Americans with Disabilities Act of 1990..... 84 Architect's Authority ... ............................... 36 Ass bgpmments ............. ...... .............................32 Lower Income Resident Employment ............ Bond, Security .............. ............................... 30 Bond, Additional or Substitute .................... 31 Breach in Labor Standards ........................... 69 Changes in Work ........... ............................... 18 Claims for Extra Cost .... ............................... 23 Completion Time ........... ............................... 20 Condition, Subsurface ..... .............................22 Conflicting Conditions .... .............................42 Construction Schedule .... .............................25 Contract Documents ......... ..............................1 26 Contract Security ........... ............................... 30 Contract Termination ...... ............................... 71 Contractor's Insurance .... ............................... 29 Contractor's Mutual Responsibility ............... 33 Contractor's Obligations . ............................... 11 Contractor's Title to Materials ........................ 6 Correction of ViTork ......... ............................... 21 Damages, Liquidated ...... ............................... 20 Data, Reports and Records ............................ 16 Debarment....................... ............................... 71 Debris Removal ................ .............................38 Definitions...................... ............................... 2 Detail Drawings ................ ............................... 3 Different Subsurface ...... ............................... 22 Discrimination, Employment ...............75 -77,82 Drawings, Detail ............. ............................... 3 Emergencies...................... .............................13 Employment of Lower Income Residents ...... 76 Employment Practices ........................... ..70 75 Equal Employment Opportunities... .....75 -77, 82 Equal Opportunity Clause, EO 1 1246 .........79 Security, Contract.. , ... .......................30 Estimated Quantities .............. ................39 Segregated Facilities, EO 11246 ..................80 Extras... ............................... .................19 Separate Contracts ................... . ............ Federal Labor Standards Provisions .......... .72 Final Payment Acceptance ............ ....... . 27 h I i rlvi IML.I• i i -i 1 °/ 1 Sub J ect Section Guaranty, General ......... ............................... 41 Ineligible Subcontractors .............................67 Inspection ........................ ........................ J4 Inspection of Materials ... ..............................7 Insurance ....................... .............................29 Labor Standards, Breach of . ..............:......69 Lands and Rights -of -Way ............................. 40 Legal Provisions, Implied ................ ..........44 Liquidated Damages ......... .............................20 Lower Income Resident Employment ............ 83 Materials, Services and Facilities ....................5 Member of Congress Interest ........................47 Non - discrimination in Employment....... 75 -77, 83 Notice and Service Thereof ......................... 43 Obligations of Contractor ........... ................. 11 "Or Equal" Clause ........... ..............................8 Owner's Right to Terminate ........................24 Patents ............. ............................... ...............9 Payments by Contractor ... .............................28 Payments to Contractor .................................. 26 Periodic Estimates........ . Permits, Surveys and Regulations .................10 Photographs of the Projects ............................50 Prohibited Interests ........... .............................48 Protection of Lives and Health .......................45 Protection of Work and Property ...................13 Provisions Required by Law .................. .....44 Provisions to be Included in Subcontracts .....68 Quantities of Estimate ..... .............................39 Rehabilitation Act, Section 504 ....................77 Release of Contractor ........ .............................27 Removal of Debris ........... .............................38 Reports, Records and Data .............................16 Responsibility of Contractor ........................33 Right of Owner to Terminate .........................24 Rights -of -Way .................. .............................40 Schedule of Construction .................... .........25 Section 3 of HCD Act of 1968 .......................78 Section 109 of HCD Act of 1974 .................. 75 Section 504 of Rehabilitation Act ..................77 Security, Contract.. , ... .......................30 Segregated Facilities, EO 11246 ..................80 Separate Contracts ................... . ............ 34 Services. Materials and Facilities... ..... .. 5 Shop Drawings- .. .... .. ... ....... .4 Sub i ect Section State Nondlscri=ation Clause.. ................83 .State Prevailing Wages, Compliance with..... 73 Stated Allowances..., ...................... ......... . .... 37 Subcontracting ....... ............................... 35, 46 Subcontractors, Ineligible.,.... ....................... 67 Subcontractor's Insurance ......................... 29 Substitute Bond ........ ............................... 31 Subsurface Conditions ..... .........................22 Use and Occupancy ....... .............................49 Superintendence by Contractor ..... ............. 17 Surveys, Permits and Regulations .............. 1.0 Suspension .of' - 'Xork .................. ................... 51 /1.TTACHMcNT 7-1(3) Subject Section Termination of Contract ..........................24, 71 Testing of Materials ........ ..............................7 Tune for Completion ................ .............. ...20 Title -\rI Civil Rights Act ............................... 74 Title V1 Nondiscrimination Clause ........... ..74 Title to Materials, Contractors ........................6 Use and Occupancy ....... .............................49 Use of Premises Use Prior to Owner's Acceptance .................49 Weather Conditions ............................... ......12 n i I w "..-1. i I I \- 1 I 1. Contract and Contract Numbers The project to be constructed pursuant to this contract will be financed with assistance from the Department of Housing and Urban Development; as administered through the Washington State Department of Community, Trade and Economic Development, and is subject to all applicable federal and state laws and regulations. The Plans, Specifications and Addenda, hereinafter enumerated in this section, "General Conditions," shall form part of this contract and the provisions thereof shall be as binding upon the parties hereto as if they were herein fully set forth. The table of contents, titles, headings, running headlines and marginal notes contained herein and in said documents are solely to facilitate reference to various provisions of the contract documents and in no way affect, limit or cast light on the interpretation of the provisions to which they refer. 2 Definitions The following terms as used in this contract are respectively defined as follows: (a) "Contractor ": A person, firm or corporation with whom the contract is made by the owner; (b) "Subcontractor"- A person, firm, or corporation supplying labor and materials or only labor for work at the site of the project for, and under separate contract or agreement with, the Contractor; and (c) "Work on (at) the project ": Work to be performed at the location of the project, including the transportation of materials and supplies to or from the location of the project by employees of the Contractor and any subcontractor. 3. Additional Instructions and Detail Drawings The Contractor will be furnished additional instructions and detail drawings as necessary to carry out the work included in the contract. The additional drawings and instructions thus supplied to the Contractor will coordinate with the Contract Documents and will be so prepared that they can be reasonably interpreted as part thereof. The Contractor shall carry out the work in accordance with the additional detail drawings and instructions. The Contractor and the Architect/Engineer will prepare jointly (a) a schedule, fixing the dates at which special detail drawings will be required, such drawings, if any, to be furnished by the Architect/Engineer in accordance with said schedule, and (b) a schedule fixing the respective dates for the submission of shop drawings, the beginning of manufacture, testing and installation of materials, supplies and equipment, and the completion of the various parts of the work; each such schedule to be subject to change fi-om time to time in accordance with the progress of the work. 4. Shop or Setting Drawings The Contractor shall submit promptly to the Architect /Engineer two copies of each shop or setting drawing prepared in accordance with the schedule predetermined as aforesaid. After examination of such dra-winas by the Architect/Engineer and the return thereof, the Contractor shall male such corrections to the drawings as have been indicated and shall furnish the A rchrteet/Ena.meer with M,o ATTACHMENT 7-1 (5) corrected ,copies. If requested by the Aschile-ct/Engineer the Contractor must furnish additional copies. 5. , Materials; Services and Facilities (a) It is understood that except as otherwise specifically stated in the Contract Documents, the -Contractor shall provide and pay for all materials, labor, tools, equipment; water, light, power, transportation; superintendence temporary construction of every nature; and all other services and facilities of every nature whatsoever necessary to execute, complete and deliver the work within the specified time. (b) Any work necessary to be performed after regular working hours, on Sundays or legal holidays, shall be performed without additional .expense to the owner. 6. Contractor's Title to Materials No materials or supplies for the work shall be purchased by the Contractor or by any Subcontractor subject to any chattel mortgage or under a conditional sale contract or other agreement by which an interest is retained by the seller. The Contractor warrants that he has good title to all materials and supplies used by him in the work, free from all liens, claims or encumbraimces. 7. Inspection and Testing of Materials (a) All materials and equipment used in the construction of the prof ect shall be subj ect to adequate inspection and testing in accordance with accepted standards. The laboratory or inspection agency shall be selected by the Owner. The Owner will pay for all laboratory inspection services directly, and not as a part of the contract. (b) Materials of construction, particularly those upon which the strength and durability of the structure may depend, shall be subject to inspection and testing to establish conformance with specifications and suitability for uses intended. 8. "Or Equal" Clause Whenever a rnaterial, article or piece of equipment is identified on the plans or iv the specifications by reference to manufacturers' or vendors' names, trade names, catalogue numbers, etc., it is intended merely to establish a standard; and, any material, article or equipment of other manufacturers and vendors which will perform adequately the duties imposed by the general design will be considered equally acceptable provided the material, article or equipment so proposed, is, in the opinion of the Architect /Engit).eer, of equal substance and function. It shall not be purchased or installed by the Contractor without the Aschitect/Engineer's written approval. 9. P atents (a) The Contractor shall hold and save the Owner and its officers, agents, sei-vants and employees harmless fl-onm liability of any nature or kind, including cost and expenses for, or on account of; any patented or unpatented invention, process; article or appliance manufactured or used in the perfonnance of the contract, including its use by the Owner; unless othervrise specifically stipulated in the Contract Documents (b) License or Royalty Fees: License and /or Royalty Fees for the use of a process which is authorized by the Owner of the project must be reasonable, and paid to the holder of the patent, or his authorized licensee, directly by the Owner and not by or through the Contractor (c) If the Contractor uses any design, device or materials covered by letters; patent or copyright, he shall provide for such use by suitable agreement with the Owner of such patented or copyrighted design, device or material. It is mutually agreed and understood that; without exception, the contract prices shall include all royalties or costs arising from the use of such design, device or materials in any way involved in the work. The Contractor and /or his Sureties shall indemnify and save harmless the Owner of the project from an), and all claims for infringement by reasoning of the use of such patented or copyrighted design, device or materials or any trademark or copyright in connection with work agreed to be performed under this contract, and shall indemnify the Owner for any cost, expense or damage which it may be obliged to pay by reason of such infringement at any time during the prosecution of the wort: or after completion of the work. 10. Surveys, Pemvts and Regulations Unless otherwise expressly provided for in the Specifications, the Owner will furnish to the Contractor all surveys necessary for the execution of the work. The Contractor shall procure and pay all permits, licenses and approvals necessary for the execution of his contract, The Contractor shall comply with all laws, ordinances, rules, orders and regulations relating to performance of the work, the protection of adjacent property, and the maintenance of passageways, guard fences or other protective facilities. 11. Contractor's Obligations The Contractor shall and will, in good workmanlike manner, do and perform all work and furnish all supplies and materials, machinery, equipment, facilities and means, except as herein otherwise expressly specified, necessary or proper- to perform and complete all the work required by this contract, within the time herein specified, in accordance with the provisions of this contract and said specifications, and in accordance with the plans and drawings covered by this contract, and any and all plans and drawings covered by this contract and any and all supplemental plans and drawings, and in accordance with the directions of the Architect/Engineer as given from time to time during the progress of the work. He shall furnish, erect, maintain and remove such constriction plan and such ternporary works as may be required. The Contractor shall observe, comply with, and be subject to all terrns, conditions, requirements and limitations of the contract and specifications, and shall do, carry on and complete the entire work to the satisfaction of the Architect/Engineer and the Owner. 12. Weather Conditions In the event of temporary suspension of work, or during inclement weather, or whenever the Architect/Engineer shall direct, the Contractor will, and will cause his subcontractors to protect carefully his and then work and materials against damage or injury from the weather. If, in the opinion of the Architect /Engineer, any work or materials shall have been damaged or injured by reason of failure on the part of the Contractor or any of his subcontractors so to protect his work, such materials shall be removed and replaced at the expense of the Contractor. IA'TTACHMENT 7-1(7) 13 Protection of 'Work and Property Emergency The Contractor shall .at all times safely guard the .Owner's property from injury or loss in .connection with this contract. He shall at all tunes safely guard and protect his own work, and that of adjacent propUt)' from damage. The Contractor shall replace or make good any such damage, loss or injury unless such be caused directly by errors contained in the contract or by the Owner, or his duly authorized representatives. In case of an emergency, which threatens loss or injury of property, and /or safety of life, the ' Contractor will be allowed to act, without previous instructions ftom the Architect /Engineer, in a diligent manner He shall notify the Architect/Engincer immediately thereafter. Any claim for compensation 'by the Contractor .due to such extra work shall be promptly .submitted to the Architect /Engineer for approval. Where the Contractor- has not taken action but has notified the Architect/Engineer of an emergency threatening injury to persons or daaag.e to the work or any adjoining property, he shall act as instructed or authorized by the Architect/Engineer. The amount of reimbursement claimed by the Contractor .on account of an), emergency action shall be .determined in the manner provided in Paragraph 18 of the General Conditions. 14. Inspection The authorized representatives and agents of the Department of Housing and Urban Development shall be permitted to inspect all work, materials, payrolls, records of personnel, invoices or materials, and other r.elevant.data and records. 15. Access to Records The Contractor agrees to keep such records as the Owner may require. All such records shall be available to the Owner and duly authorized officials of.the state for examination. All records pertinent to this project shall be retained by the Contractor for a period of three (3) years after the final audit. 16. Reports, Records and Data The Contractor shall submit to the Owner such schedule of quantities and costs; progress schedules, payrolls, reports, estimates, records and other data as the Owner may request concerning work perfonlned or to be perforaned under- this contract. 17. Superintendence by Contractor At the site of the worn:, the Contractor shall employ a construction superintendent or foreman who shall have full authority to act for the Contractor It is understood that such representative shall be acceptable to the Architect, /Engineer and shall be one who can be continued in that capacity for the particular fob involved unless he ceases to be on the Contractor's payroll.. 18 Changes in Work No changes in the work covered by the approved Contract Documents shall be made without having prior written approval of the Owner. 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- r__ Unit bid prices previously approved; (b) An agreed lump sum; and (c) The actual cost of: Labor, including foremen; 1. Materials entering permanently into the work; 2 The ownership or rental cost of construction plant and equipment during the time of use on the extra work; 3 Power and consumable supplies for the operation of power equipment; 4. Insurance; and 5. Social Security and old age and unemployment contributions. To the cost under (c) there shall be added a fixed fee to be agreed upon but not to exceed fifteen percent (15 %) of the actual cost of the work. The fee shall be compensation to cover the cost of supervision, overhead, bond, profit and any other general expenses 19. Extras Without invalidating the contract, the Owner may order extra work or make changes by altering, adding to or deducting from the work, the contract sum being adjusted accordingly, and the consent of the Surety being first obtained where necessary or desirable. All the work of the kind bid upon shall be allowed unless the work is ordered in writing by the Owner or its Architect/Engineer, acting officially for the Owner, and the price is stated in such order. 20, Time for Completion and Liquidated Damages It is hereby understood and mutually agreed, by and between the Contractor and the Owner, that the date of beginning and the time for completion as specified in the contract of the work to be done hereunder are ESSENTIAL CONDITIONS of this contract; and it is further mutually understood and agreed that the work embraced in this contract shall be conrrnenced on a date to be specified in the "Notice to Proceed." The Contractor agrees that said work shall be prosecuted regularly, diligently and uninterruptedly at such rate of progress as will ensure full completion thereof within the time specified. It is expressly understood and agreed, by and between the Contractor and the Owner, that the time for the completion of the work described herein, is a reasonable time for the completion of the same, taking into consideration the average time for the completion of the same, taking into consideration the average climatic range, and usual industrial conditions prevailing in this locality. If the said Contractor shall neglect, fail or refuse to complete the work within the time herein specified, or arty proper extension thereof granted by the Owner, then the Contractor does hereby agree; as a part consideration for the awarding of this contract, to pay to the Owner the amount specified in the contract; not as a penalt), but as liquidated damages for such breach of contract as IATTACHMENT 7-1(9) hereinafter set Forth. for each and even° .calendar day that the Contractor shall be in default after the Lime .-stipulated in the contract for completing the work. The said :amount is fixed and agreed upon by .and between the Contractor and the Owner because of the unpracticabilrty and extreme difficulty, of fixing and ascertaining the actual damages the Owner would in such event sustain, and said amount is agreed to be the amount of damages which the Owner would sustain and said amount shall be retained from time to time by the Owner from current periodical .estimates. It is further agreed that time is of the essence of each and every portion of this contract and of the specifications wherein a definite and certain length of time is fixed for the performance of any act whatsoever;-and v,,here under the contract an additional time is allowed for the completion of any work; the new time limit fixed by such extension shall be of the essence of this contract. Provided, that the Contractor shall not be charged with liquidated damages or any excess cost when the Owner determines that the Contractor is without fault and the Contractor's reasons for the time extension ' are acceptable to the Owner; Provided. further, that the Contractor shall not be charged with liquidated .damages .or any excess cost when the delay in completion of .the work is due. (a) To any preference, priority or allocation order .duly issued by the Government; (b) To unforeseeable cause beyond the control and without the fault ,or negligence of the Contractor, including, but not restricted to, acts of God, or of the public .enemy, acts of.the Owner, fire, flood, epidemics, quarantine restrictions, strikes, freight embargoes and severe weather; and (c) To any delays of Subcontractors or supplies occasioned by any of the causes specified in subs ections.(a) and (b) of this article. Provide. further, that the Contractor shall, within ten (10) days from the beginning of such delay, unless the Owner shall grant a further period of time prior to the date of final settlement of the contract, notify the Owner, in writing, of the causes .of the delay, who shall ascertain the facts and extent of the delay and notify the Contractor within a reasonable time of its decision in the matter. 21. Correction of Work All work, all materials, whether incorporated in the work or not, all processes of manufacture and all methods of constriction shall be at all times and places subject to the inspection of the Architect /Engineer who .shall be the final judge of the quality and suitability of the work, materials, processes of manufacture and methods of construction for the purposes for which they are used. Should they fail to meet his approval they shall be forthwith reconstructed, made good, replaced and /or corrected, as the case may be, by the Contractor at his own expense. Rejected material shall immediately be removed from the site If, in the opinion of the Architect /Engineer, it'is undesirable to replace any defective or damaged materials or to reconstruct or correct any portion of the work inlure.d or not performed in accordance with the Contract Documents, the compensation to be paid to the Contractor hereunder shall be reduced by such amount as in the judbement of the Architect/Engmeer shall be equitable. 22. Subsurface Conditions Found Different Should the Contractor encounter subsurface and.. or latent conditions at the site materially differvzR from those sho-N;vn on the Plans or indicated in the Specifications he shall inunediateJ;% give notice to the Arclutect/Engzueer of such conditions before the-v are disturbed. The Archmtect/Enguneer will i- n i i rwl IM"11 I i,� i v/ thereupon promptly investigate the conditions and if he finds that they materially differ from those shown on the Plans or in the Specifications, he will at once make such changes in the Plans and/or Specifications as he may find necessary, any increase or decrease of cost resulting from such changes to be adjusted in the manner provided in Paragraph 17 of the General Conditions. 2' ) Claims for Extra Cost No claim for extra wort: or cost shall be allowed unless the same was done in pursuance of a written order of the Architect /Engineer approved by the Owner, as aforesaid, and the claim presented with the first estimate after the changed or extra work is done. When work is performed under the terms of subparagraph 18(c) of the General Conditions, the Contractor shall funnish satisfactory bills, payrolls and vouchers covering all items of cost and when requested by the Owner, give the Owner access to accounts relating thereto. 24. Right of the Owner to Terminate Contract In the event that any of the provisions of this contract are violated by the Contractor, or by any of his subcontractors, the Owner may serve written notice upon the Contractor and the Surety of its intention to terminate the contract, such notices to contain the reasons for such intention to terminate the contract, and unless within ten (l.0) days after the serving of such notice upon the Contractor, such violation or delay shall cease and satisfactory arrangement of correction be made, the contract shall, upon the expiration of said ten (10) days, cease and terminate. In the event of any such termination, the Owner shall immediately serve notice thereof upon the Surety and the Contractor and the Surety shall have the right to take over and perform the contract; provided, however, that if the Surety does not commence performance thereof within ten (10) days from the date of the mailing to such Surety of notice of termination, the owner may take over the work and prosecute the same to completion by contract or by force account for the account and at the expense of the Contractor and the Contractor and his Surety shall be liable to the Owner for any excess cost occasioned the Owner thereby, and in such -event the Owner may take possession of and utilize in completing the work, such materials, appliances and plant as may be on the site of the work and necessary therefore. 25, Construction Schedule and Periodic Estimates Immediately after execution and delivery of the contract, and before the first partial payment is made, the Contractor shall deliver to the Owner an estimated construction progress schedule in form satisfactory to the Owner, showing the proposed dates of commencement and completion of each of the various subdivisions of work required under the Contract Doc>.uments and the anticipated amount of each monthly payment that will become due the Contractor in accordance with the progress schedule. The Contractor shall also furnish on forms to be supplied by the Owner (a) a detailed estimate giving a complete breakdown of the contract price and (b) periodic itemized estimates of work done for the purpose of making partial payments thereon. The costs employed in making up any of these schedules will be used only for determining the basis of partial payments and will not be considered as fixing a basis for additions to or deductions from the contract price 26 Payments to Contractor (a) The Owner shall make progress payments to the Contractor on the basis of a duly certified and approved estimates of wort; performed during the preceding calendar month under this contract; but to ensure the proper performance of this contract, the Owner shall retain ten percent (10 %) of ATTACIIMEENT 7.1 (11) the arnount of each .estimate until final completion and acceptance of all wort: covered by this contract- Pro-vided. that the Contractor shall not submit his estimate more .often than once per month, Provided. further. that on completion and acceptance of each separate building, public work; or .other division of the contract, on which the price is stated separately in the contract, payment may be made in full, including Tetained percentages thereon, less authorized deductions (Retauiage procedures.as specified in Title 60 Revised Code of Washington (R.CW) 6.U.28.010 may be used in lieu of paragraph 26.(a) of Attachment 7 -I.) (b) In preparing estimates, the material delivered on the site and preparatory work done may be taken into consideration. (c) All inatenal and work .covered by partial payments made shall thereupon become the sole property of the Owner, but this provision shall not be construed as relieving the .Contractor from the sole responsibility for the care and protection of materials and work upon which payments ' have been made .or the restoration of any damaged work, or as a waiver of the Owner to require the fulfillment of all the terns of the contract. (d) Owner's Right to Withhold Certain Amounts and make Application Thereof: The Contractor agrees that he will indemnify and save the Owner harmless from all claims growing out of the lawful demands of subcontractors, laborers, workmen, mechanics, materialmen, and furnishers of machinery and parts thereof, .equipment, power tools, and all supplies, including commissary incurred in the furtherance of the performance of this contract. The Contractor shall, at the Owner's request, furnish satisfactory evidence that all obligations of the nature hereinabove, designated have been paid, discharged or waived. If the Contractor fails to do so, then the Owner may, after having served written notice on the said Contractor, either pay unpaid bills, of which the Owner has written notice, .direct, or withhold from the Contractor's unpaid compensation a sum of money deemed reasonably sufficient to pay any and all such lawful claims until satisfactory evidence is furnished that all liabilities have been fully discharged vrhereupon payment to the Contractor shall be resumed, in accordance with the terns of this contract, but in no event shall the provisions of this sentence be consti-ued to impose any obligations upon the Owner to either the .Contractor of his Surety. In paying any unpaid bills of the Contractor, the Owner shall be deemed the agent of the Contractor, and any payment so made r' by the Owner shall be considered as a payment made under the contract by the .Owner to the Contractor and the Owner shall not be liable to the Contractor for an}, such payments made in good faith. 27. Acceptance of Final Payment Constitutes Release The acceptance by the Contractor of final payment shall be and shall operate as a release to the Owner of all claims and all liability to the Contractor for all things done or furnished in conulection with this work and for every act and neglect of the Owner and others relating to or arising out of this work. No payment, however; final or otherwise; shall operate to release time Contractor or his sureties from any obligations under this contract or the Performance and Payment Bond. r 28 Payments by Contractor The Contractor shall pa} (a) for all transportation and utility services not later than the 20th day of the calendar month follo-vving that in which services are rendered; (b) for all matctnals, tools and other expendable equipment to the extent of ninety, percent (90 %) of the cost thereof; not later than the 20" day of the calendar month following that in which such materials, tools and equipment are delivered at the site of the project, and the balance of the cost thereof, not later than the 30th day following the completion of that part of the work in or on which such materials, tools and equipment are incorporated or used, and (c) to each of his subcontractors, not later than the 5ti' day following each payment to the Contractor, the respective amounts allowed the Contractor on account of the work performed by his subcontractors to the extent of each subcontractor's interest therein. 29 Insurance The Contractor shall not commence work under this contract until he has obtained all the insurance required under this paragraph and such insurance has been approved by the Owner, nor shall the Contractor allow any subcontractor to commence work on his subcontract until the insurance required of the subcontractor has been so obtained and approved. (a) Compensation Insurance: The Contractor shall procure and shall maintain during the life of this contract Workmen's Compensation Insurance as required by applicable State or territonal law for all of his employees to be engaged m work at the site of the project under this contract and; in case of any such work sublet, the Contractor shall require the subcontractor similarly to provide Workmen's Compensation Insurance. In case any class of employees engaged in hazardous work on the project under this contract is not protected under the Workmen's Compensation Statute, the Contractor shall provide and shall cause each subcontractor to provide adequate employer's liability insurance for the protection of such of his employees as are not otherwise protected. (b) Contractor's Public Liability. and Property Damage Insurance and Vehicle Liabilitv Insurance: The Contractor shall procure and shall maintain during the life of this contract Contractor's Public Liability Insurance, Contractor's Property Damage Insurance and Vehicle Liability Insurance. (c) Subcontractor's Public Liability and Property Damage Insurance and Vehicle Liability Insurance: The Contractor shall either .(1) require each of his subcontractors to procure and to maintain during the life of his subcontract, Subcontractor's Public Liability and Property Damage Insurance and Vehicle Liability Insurance of the type and in the amounts specified in the Supplemental General Conditions specified in subparagraph (b) hereof or, (2) insure the activities of his policy, specified in subparagraph (b) hereof. (d) Scope of Insurance and Special Hazards: The Insurance required under subparagraphs (b) and (c) hereof shall provide adequate protection for the Contractor and his subcontractors, respectively, against damage claims which may arise from operations under this contract, whether such operations be by the insured or by anyone directly or indirectly employed by him and, also against any of the special hazards which may be encountered in the performance of this contract as enumerated below. (e) Builder's Rislc Insurance (Fire and Extended Coverage): Until the project is completed and accepted by the Owner, the Owner, or Contractor (at the Owner's option) is required to maintain Builder's Rislc Insurance (fire and extended coverage) premiums during construction unless the Contractor is required to provide such insurance; however, this provision shall not release the Contractor ii-om his obligation to complete, according to plans and specifications, the project IATTACHMENT 7-1(13) .covered by the .contract:; and the .Contractor and his Sur.et); shall be ,obligated to full performance of the Contractor . s undertaking. (f) Proof of Carriage of Insurance: The Contractor shall furnish the Owner with certificates showing the type, amount, class of operations covered, effective dates and date of expiration of policies. Such certificates shall also contain substantially the following statement: "The insurance .covered by this .certificate will not be canceled or materially altered, except after ten (10) .days written notice has been received by the Owner." 30 Contract Security For contracts in .excess of $100,000; the Contractor shall furnisb a performance bond in an amount at least equal to one hundred percent (100 %) of the contract prices as security for the faithful performance of this contract and also .a payment bond in an amount not less than one hundred percent (100 %) of the contract price or in a penal sum not less than that prescribed by State; territorial or local law, as security for the payment of all persons performnng labor on the project under this contract and furnishing materials in connection with this contract. The performance bond and the payment bond may be in one or in separate instruments in accordance with local law For construction contracts under $100,000, the Local Public Body must require, consistent with RCW 39.08, a combined performance and payment bond of not less than 25% of the contract's price or more than 1.00% of the contract price to secure fulfillment of all of the Contractor's obligations under the contract and to .assure payment of all persons supplying labor and materials to the Contractor. The amount of the bond, within these limits, may be fixed by general .ordinance of the ,r Local Public Body. 31. Additional or Substitute Bond If at any time the Owner, for justifiable cause, shall be or become dissatisfied with any surety or sureties, then upon the Performance or Payment Bonds, the Contractor shall within five (5) days after notice from the Owner to do so, substitute an acceptable bond (or bonds) in such form and sum f and signed by such other surety or sureties as .may be satisfactory to the Owner, The premiums on such bonds shall be paid by the Contractor No further payments shall be deemed due nor shall be A made until the new surety or sureties shall have furnished such an acceptable bond to the Owner. 32. Assignments The Contractor shall not assign the whole or any part of this contract or any moneys due or to become due hereunder without written consent of the Owner. In case the Contractor assigns all or any part of any moneys due or to become due under this contract, the instrument of assrgriment shall contain a clause:substantially to the effect that it is agreed that the right of the assignee in and to an), moneys due or to become due to the Contractor shall be subject to prior claims of all persons; fins and ,corporations of services realdered or materials supplied for the performance of the wort: called for in this contract. i33 Mutual Responsibility, of Contractors If tiuougb acts of neglect on the part of the Contractor, .any other Contractor or an)' subcontractor shall suffer loss or damage on the Na -ork_ the Contractor agrees to settle with such other Contractor or subcontractor by agreement or arbitration if such other Contractor or subcontractors will so settle If such other Contractor or subcontractor shall assert an }' claim against the Owner on account of any damage alleged to have been sustained, the Owner shall notify the Contractor; who shall indemiuf}f and save harmless the Owner against any such claim. 34 Separate Contracts The Contractor shall coordinate his operations with those of other Contractors. Cooperation will be required in the arrangement for the storage of materials and in the detailed execution of the work. The Contractor, including his subcontractors, shall keep informed of the progress and the detail wort: of other Contractors and shall notify the A-rchitect/Engineer immediately of lack of progress or defective workmanship on the part of other Contractors. Failure of a Contractor to keep informed of the wort; progressing on the site and failure to give notice of lack of progress or defective workmanship by others shall be construed as acceptance by him/her of the status of the work as being satisfactory for proper coordination with his own work. 35. Subcontracting (a) The Contractor may utilize the services of specialty subcontractors on those parts of the work which, under nom-ial contracting practices, are performed by specialty subcontractors. (b) The Contractor shall not award any work to any subcontractor without prior written approval of the Owner, which approval will not be given until the Contractor submits to the Owner a written statement concerning the proposed award to the subcontractor, which statement shall contain such information as the Owner may require. (c) The Contractor shall be as fully responsible to the Owner for the acts and omissions of his subcontractors, and of persons either directly or indirectly employed by them, as he is for the acts and omissions of persons directly employed by him. (d) The Contractor shall cause appropriate provisions to be inserted in all subcontracts relative to the work to bind subcontractors to the documents insofar as applicable to the work of subcontractors and to give the Contractor the same power as regards terminating any subcontract that the Owner may exercise over the Contractor under any provision of the contract documents, (e) Nothing contained in this contract shall create any contractual relation between any subcontractor and the Owner 36 Architect/Engineer's Authority The Architect/Engineer shall give all orders and directions contemplated under this contract and specifications, relative to the execution of the work. The Architect/Engineer shall determine the amount, quality, acceptability and fitness of the several kinds of work and materials which are to be paid for under this contract and shall decide all questions which may arise in relation to said work and the construction thereof The Architect /Engineer's estimates and decisions shall be final and conclusive, except as herein otherwise expressly provided. In case any questions shall arise between the parties hereto relative to said contract or specifications, the determination or decis)on of the Arclutect/Engineer shall be a condition precedent to the right of the Contractor to receive any money or payment for ,vork under this contract affected in any matter or to any extent by such question ATTACHMENT 7-1(15) The Architect/Engineer shall decide the meaning .and intent of any portion of the specifications and .of any plans .or drawings where the same may be found obscur. e or be in dispute. Any .differences or .conflicts m regard to their worl: which may .arise between the .Contractor under this contract and .other Contractors performing. work for the Owner shall be adjusted and .determined by the Architect/Engmter. 37 Stated Allowances The Contractor shall include hi his proposal the cash allowance stated in the Supplemental General Conditions. The Contractor shall purchase the "Allowed Materials" as directed by the Owner on the basis of the lowest and best bid of at least three competitive bids. if the actual price for purchasing the "Allowed Materials" is more or less than the "Cash Allowance," the contract price shall be adjusted accordingly. The adjustment in contract price shall be made on the basis of the purchase price without additional charges for overhead, profit, insurance or any other incidental expenses. The cost of installation of the "Allowed Materials'' shall be included in the applicable sections of the Contract Specifications covering this work. 3 b. Use of Premises and Removal of Debris The Contractor expressly undertakes at his own expense: (a) To take every precaution against injuries to persons or damage to property; (b) To store his apparatus, materials, supplies and equipment in such orderly fashion at the work site of the work as will not unduly interfere with the progress of his work or the work of any other Contractors; (c) To place upon the work or any part thereof only such loads as are consistent with the safety of that portion of the work; (d) To clean up frequently all refuse, rubbish, scrap materials and debris caused by his operations, to the end that at all times the site of the work shall present a neat, orderly and workmanlike appearance; (e) Before final payment to remove all surplus material, false -work, temporary structures, including foundations thereof, plant of any description and debris of every nature resulting from his operations, and to put the site in a neat, orderly condition; and (f) To effect all cutting, fitting or patching of his work required to snake the same to confonn to the plans and specifications and; except with the consent of the Architect /Engineer, not to cut or otherwise alter the work of any other Contractor. 39 Quantities of Estimate IRTicrever the estimated quantities of work to be done and materials to be furnished under this contract ar.e.shown iii any of the documents, including the proposal, they are given for use in comparing bids and the right is especially reserved except, as herein otbmrwise specifically limited, to increase or diminish them as may be deemed reasonable necessary= or desirable by the Owner to complete the work contemplated by this contract, and such increase or diminution shall in no way vitiate this contract, nor shall any such increase or diminution give .cause for claims or liability for damages 40 Lands and Rights -of -Way Prior to the start of construction, the Owner shall obtain all lands and rights -of -way necessary for the carrying out and completion of work to be performed under this contract. Any property acquisition shall comply with Title II and III of the Uniform Relocation Assistance and Real Property Acquisition Policies of 1970 (42 U.S C. 4630). 41 General Guaranty Neither the final certificate of payment nor any provision in the Contract Documents, nor partial or entire occupancy of the premises by the Owner, shall constitute an acceptance of work not done in accordance with the Contract Documents or relieve the Contractor of liability in respect to any expressed warranties or responsibility for faulty materials or workmanship. The Contractor shall remedy any defects in the work and pay for an), damage to other work resulting therefrom, which shall appear within a period of one year from the date of final acceptance of the work unless a longer period is specified. The Owner will give notice of observed defects with reasonable promptness. 42. Conflicting Conditions Any provisions in any of the Contract Documents which may be in conflict or inconsistent with any of the paragraphs in these general conditions shall be void to the extent of such conflict or inconsistency. 43, Notice and Service Thereof Any notice to any Contractor from the Owner relative to any part of this contract shall be in writing and considered delivered and the service thereof completed, when said notice is posted, by certified or registered mail, to the said Contractor at his last given address, or delivered. in person to the said Contractor or his authorized representative on the work. 44. Provisions Required by Law Deemed Inserted Each and every provision of law and clause required by law to be inserted in this contract shall be deemed to be inserted herein and the contract shall be read and enforced as though it were included herein, and if through mistake or otherwise any such provision is not inserted, or is not correctly inserted, then upon the application of either party the contract shall forthwith be physically amended to make such insertion or correction, 45. Protection of Lives and Health The Contractor shall exercise proper precaution at all times for the protection of persons and property and shall be responsible for all damages to persons or property, either on or off the site, which. occur as a result of his prosecution of the work. The safety provisions of applicable laws and building and construction codes, in addition to specific safety and health regulations described by Chapter XIII, Bureau of Labor Standards, Department of Labor, Part 1518, Safety and Health Regulations for Construction; as outlined in the Federal Register, Volume 36; No. 75, Saturday, April 17; 1971. Title 29 — LABOR: shall be observed and the Contractor shall take or cause to be taken, such additional safety and health measures as the Contracting Authority may determine to be reasonably necessary. IATTACHMENT 7-1(17) 46 Subcontracts The Contractor will insert in any subcontracts the Federal Labor Standards Provisions contained herein and such other clauses as the Department of Housing and Urban Development or CTED may, by instructions require, and also a clause requiring the subcontractors to include these clauses in any lower tier subcontracts which they may :enter- into, together with a clause requiring this insertion in any further subcontracts that may in turn be made. 47. Interest of Mtniber of or Delegate to Congress No member of or Delegate to Congress, or Resident Commissioner, shall be admitted to any share or part of this contract or to any benefit that may arise therefrom, but this provision shall not be construed to extend to this contract if made with a corporation for its general benefit. 48. Other Prohibited 'Interests No official of the Owner who is authonzed in such capacity and on behalf of the Owner to negotiate, make, accept or approve, or to take part in negotiating, snaking, accepting, or approving any architectural, engineering, inspection, construction or material supply become directly or indirectly interested personally in this contract or in any part hereof. No officer, employee, architect, attorney, engineer or inspector of or for the Owner who is authorized in such capacity and on behalf of the Owner to exercise any legislative, executive, supervisory or other similar functions in connection with the construction of the project, .shall become directly or indirectly interested personally in this contract or in any part thereof, any material supply contract, subcontract, insurance contract, or any 1 other contract pertaining to the project. No officer or employee of the Washington State Department of Community, Trade and Economic Development or the Owner shall recei.ve any personal or pecuniary gain or interest, direct or indirect, in any contract or subcontract, or the proceeds thereof, for work to be performed in connection with this project. 49 Use.and Occupancy Prior to Acceptance by Owner. The Contractor agrees to the use .and .occupancy of a portion or unit of the project before formal acceptance by the Owner, provided by the Owner: (a) Secures written consent of the Contractor except in the event, in the opinion of the Architcaffingineer, the Contractor is chargeable with unwarranted delay in final cleanup of �. punch list itenis or other contract requirements; (b) Secures endorsement from the insurance - carrier and consent of the surety pernutting occupancy of the building or use of the project .during the remaining period of constriction; or (c) "YhCn the project consists of more than one building, and one of the buildings is occupied; secures permanent fire and extended coverage insurance, including a pernnit to complete construction.. Consent of the surety must also be obtained. 50 Photographs of the Protect If required by the Owner, the Contractor shall furnish photographs of the project. 51 Suspension of Work n11rl J1111 -1 1 1 \1-1 1 Should the Owner be prevented or enjoined from proceeding with wort; either before or after the start of construction by reason of any litigation or other reason beyond the control of the Owner, the Contractor shall not be entitled to make or assert claim for damage by reason of said delay; but time for completion of the work will be extended to such reasonable time as the Owner may determine will compensate for time lost by such delay with such determination to be set forth in writing. Note: Items 52 — 66 are omitted. 67. Ineligible Subcontractors The Contractor shall not subcontract any part of the wort: covered by this Contract or permit subcontracted work to be further subcontracted without the Local Public Agency's or Public Body's prior written approval of the subcontractor. The Local Public Agency or Public Body will not approve any subcontractor for work covered by this contract who is at the time ineligible under the provisions of any applicable regulations issued by the Secretary of Labor, U. S. Department of Labor or the Secretary of Housing and Urban Development, to receive and award of such subcontract. 68. Provisions to be Included in Certain Subcontracts The Contractor shall include or cause to be included in each subcontract covering any of the work covered by this Contract, provisions which are consistent with these Federal Labor Standards Provisions and also a clause requiring the subcontractors to include such provisions in any lower tier requiring such insertion in any further subcontracts that may in turn be made. 69. Breach of Foregoing Federal Labor Standards Provision In addition to the causes for termination of this Contract as herein elsewhere set forth, the Local Public Agency or Public Body reserves the right to terminate this Contract if the Contractor or any subcontractor whose subcontract covers any of the work covered by this Contract shall breach any of these Federal Labor Standards Provisions. A breach of these Federal Labor Standards Provisions may also be grounds for debarment as provided by the applicable regulations issued by the Secretary of Labor, U. S. Department of Labor. 70. Employment Practices The Contractor (1) shall, to the greatest extent practicable, follow hiring and employment practices for work on the project which will provide new job opportunities for the unemployed and under- employed, and (2) shall insert or cause to be inserted the same provision in each construction subcontract. 71. Contract Termination; Debarment A breach of Section 45 and the Federal Labor Standards Provisions may be grounds for termination of the Contract, and for debarment as provided in 29 CFR 5.6. 72 Federal Labor Standards Provisions (Paragraph 72) (Follows Paragraph 84 ) ATTACHMENT 7-1(19) 73 Compliance V,%ith State Prevailing V, ?:age P_ u.ir.ements .(RCVJ 39.12) Before any payment is made of any sums 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 Also following the acceptance of the project, the Local Government Body must receive from the Contractor and each subcontractor a copy of the "Affidavit of 'Wages Paid" approved by the 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 RC'W 60.28.010, .are released to the Contractor Payment by the Contractor or subcontractor of any fees shall be considered incidental to the construction and all costs shall be included in other pay items of the prod ect. 74. Title V1 of the Civil Rights Act of 1964 No person shall, on the :grounds of race, color or national origin, be excluded from participation in, be denied the benefits of, or be subjected to discrimination under any program or activity receiving Federal financial assistance. (Public Law 88 -352, Title VI of the Civil Rights Act of 1964, 42 U.S.-C. 2000d et. seq.) 75. Section 109 of the Housing and Community Development Act of 1974, as Amended No person in the United States shall on the grounds of race, color, .national origin, sex or religion be excluded from participation in, be denied the benefits of, or be .subjected to discrimination under any program or activity funded in whole or in part with funds made available under this title. 76. Age Discrimination Act of 1975, as Amended No person shall be excluded :from participation, denied program benefits, or subjected to discrimination on the basis of age under any program or activity receiving federal funding R . assistance. (42 U.S C. 6110 et. seq.) 77. Section 504 of the Rehabilitation Act of 197' ), as Amended No otherwise qualified individual shall, solely by reason of his or her .handicap, be excluded -ETom participation (including employment), denied program benefits, or subjected to discrinuna.tion under any program or activity receiving Federal funds. (29 U.S.C. 794) 78 Section 3 of the Housing and Community Development Act of 1968 Section 3 clause: (a) The wort: to be performed under thus Contract is on a project assisted under a program providing direct Federal financial assistance from the Department of Housing and Urban Development and is subject to the requirements of Section 3 of the Housing and Urban Development Act of 1968 as ainended, 12 U.S.C. 170lu Section 3 requires that to the greatest extent feasible opportunities for n-a>wnE: and employrrient be given lower income residents of the project area A-I 1 ACHMENT 7-1(20) and contracts for wort_ in connection with the project be awarded to business concerns which are located in, or owned in substantial part by persons residing in, the area of the project; (b) The parties to this Contract will comply with the provisions of said Section 3 and the regulations issued pursuant thereto by the Secretary of Housing and Urban Development set forth in 24 CFR Part 135, and all applicable rules and orders of the Office issued thereunder prior to the execution of this Contract. The parties to this contract certify and agree that they are under no contractual or other disability which would prevent them from complying with these requirements; (c) The Contractor will send to each labor organization or representative of workers with which he has a collective bargaining agreement or other contract or understanding, if any, a notice advising the said labor organization or workers' representative of his commitments under this Section 3 clause and shall post copies of the notice in conspicuous places available to employees and applicants for employment or training; (d) The Contractor will include in this Section 3 clause (paragraphs a -e), in every subcontract for work in connection with the project and will, at the direction of the applicant for or recipient of Federal financial assistance, take appropriate action pursuant to the subcontract upon a finding that the subcontractor is in violation of regulations issued by the Secretary of Housing and Urban Development, 24 CFR Part 135. The Contractor will not subcontract with any subcontractor where it has notice or knowledge that the latter has been found in violation of regulations under 24 CFR Part 135 and will not let any subcontract unless the subcontractor has first provided it with a preliminary statement of ability to comply with the requirements of those regulations; and (e) Compliance with the provisions of Section 3, the regulations set forth in 24 CFR Part 135, and all applicable rules and orders of the Department issued hereunder prior to the execution of the Contract, shall be a condition of the federal financial assistance provided to -the project, binding upon the applicant or recipient for such assistance, its successors and assigns Failure to fulfill these requirements shall subject the applicant or recipient, its contractors and subcontractors, its successors and assigns to those sanctions specified by the grant or loan agreement or contract through which federal assistance is provided, and to such sanctions as are specified by 24 CFR Part 135. (Section 3 of the Housing and Community Development Act of 1968, 12 U.S.C. 170 /u). 79. Executive Order 11246. Equal Opportunity Clause. During the performance of this Contract; the Contractor agrees as follows: (a) The Contractor will not discriminate against any employee or applicant for employment because of race, color, religion, sex or national origin. The Contractor will take affirmative action to ensure that applicants are employed and that employees are treated during employment, without regard to their race, color, religion; sex or national origin. Such action shall include, but not be limited to the following: employment, upgrading, demotion or transfer; recruitment or recruitment advertising, layoff or termination, rates of pay or other forms of compensation; and selection for training; including apprenticeship. The Contractor agrees to post in conspicuous places, available to employees and applicants for employment; notices to be provided setting forth the provision of this nondiscrimination clause; A71ACHMENT 7-1(21) (b) The -Contractor - ,vill, in a.11 solicitations or advertisement for employees placed by or .on behalf of ,the !Contractor, state that .all qualified applicants will receive consideration without regard to race, color; religion; sex or national origin; (c) 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 Contract Compliance Officer advising the said labor union or workers' representatives of the Contractor's comnutment under this Section, and shall post copies of the notice in CD11SPICUOUS places available to employees and .applicants for employment; (d) The Contractor will comply with all provisions of Executive Order 11246 of September 24, 1.965; and of the rules, regulations and relevant orders of the Secretary of Labor; '(e) The Contractor will furnish all information and reports required by Executive Order 11246 of September 24, 1965, and by rules, regulations and orders of the Secretary of Labor, or pursuant thereto, and will pernut access to his books, records and accounts by the Department and the Secretary of Labor for purposes of investigation to ascertain compliance with such rules, regulations and orders; (f) In the .event of :the Contractor's noncompliance with the nondiscrimination clauses of this Contract or with any of the said rules, regulations 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 11246 of September 24, 1965 or by rule, regulation or order of the Secretary of Labor, or as otherwise provided by law; and (g) In the event of the Contractor's noncompliance with the nondiscrimination clauses of this Contract or with any of the said rules, regulations or orders, this Contract may be canceled, terminated or suspended in whole or in and the Contractor may be declared ineligible for further government contracts in accordance with procedures .authorized in Eyecutive Order 11246 of September 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 Department may direct as a means of enforcing such provisions, including sanctions for noncompliance. Provided, however, that in the event a Contractor becomes involved in, or is flu-eatened with, litigation with a subcontractor or vendor as a result of.such direction by the Department, the Contractor- may request the United States to enter into such litigation to protect the interest of the United States (Section 202 Equal Opportunity Clause) 80. Executive Orden 11246 Segregated facilities. A prime Contractor or subcontractor must ensure that facilities provided for employees are provided in such a maimer that segregation on the basis of race, color, religion ornational origin cannot result, 81 E�.ecutive Order 11246. Notice Requirement for Affinnative Action. (a) The Offeror's or Bidder's .attention is called to the "Equal Opportunity Clause" and the "Siandard Federal Equal Employment Opportunity Construction Contract-Specifications" set forth herein. (b) The Goals and timetables for minority and female participation, expressed in percentage terms for the Contractor's aggregate work force in each trade on all construction wort: in the covered area, are as follows: Timetables Goals for Goals for female Minority participation in participation each trade for each trade Insert goals for Insert goals for each year each year These goals are applicable to all the Contractor's construction work (whether or not it is federal or federally assisted) performed in the covered area. The Contractor's compliance with the Executive Order and the regulations in 41 CFR Part 60 -4 shall be based on its implementation of the Equal Opportunity Clause, specific affirmative action obligations required by the specifications set forth in 41 CFR Part 60- 4.3(a), and its efforts to meet the goals established for the geographical area where the contract resulting from this solicitation is to be perfonned. The hours of minority and female employment and training must be substantially uniform throughout the length of the contract and in each trade, and the Contractor shall make a good faith effort to employ minorities and women evenly on each of its projects. The transfer of minority or female employees or trainees from Contractor to Contractor or from project to project for the sole purpose of meeting the Contractor's goals shall be a violation of contract, the Executive Order and the regulations in 41 CFR Part 60 -4. Compliance with the goals will be measured against the total work hours performed. (c) The Contractor shall provide written notification to the Director of the Office of Federal Contract Compliance Programs within ten (10) worldng days of award of any construction subcontract in excess of $10,000 at any tier for construction work under the contract resulting from this solicitation. The notification shall list the name, address and telephone number of the subcontractor; employer identification number; estimated dollar amount of the subcontract; estimated starting and completion dates of the subcontract; and the geographical area in which the contract is to be performed. (a) As used in this Notice, and in the contract resulting from this solicitation, the "covered area" is (insert description of the geographical areas where the contract is to be performed giving the state, county and city, if any). 82. - Executive Order 11246. Standard.Federal Equal Employment Opportunity Construction Contract Specifications. (a) As used in these specifications: (1) "Covered area" means the geographical area described in the solicitation from which this Contract resulted; (2) "Director" means Director; Office of Federal Contract Compliance Programs, United States Department of Labor; or any person to whom the Director deleuates authority; ATTACHMENT 7-1(23) (3) "Employer identification number" means the Federal Social .Security number used on the Employer's Quarterly Federal Tax. - Return, U, .S Treasury Department Form 941, and (4) "Minority': includes- - Black (all persons having origins in any of the Black African racial groups not of Hispanic origin).; - Hispanic (all persons of Ivlexlcan, Puerto Rican, Cuban, .Central or South American or other Spanish Culture or origin, regardless of race); - Asian and Pacific Islander (all persons having origins in any of the original peoples of the.Far East, Southeast Asia and Indian Subcontinent, or the Pacific Islands), and - American Indian or Alaskan Native (all persons having origins in any of the original peoples of North America and maintaining identifiable tribal .afflictions through membership and participation or community identification). (b) )Whenever the Contractor, or any subcontractor at any tier, sub.contracts.a portion of the work involving any construction trade, it shall physically uzclude in each subcontract in excess of $1 0,000 the provisions of these specifications and the notice which contains the applicable goals for minority and female participation and which is set forth in the solicitation from which this Contract resulted. (c) If the Contractor is participating (pursuant.to 41 CFR Part 60 -4.5) in a Hometown Plan approved by the U. S. Department of Labor in the .covered area either individually or through an .association, its ;affirmative action obligations on all work in the plan.area (including goals and timetables) shall be in accordance with that plan for those trades which have unions participating in the plan. Contractors must be able to demonstrate their participation in and compliance with the provisions of any such Hometown Plan. Each Contractor or subcontractor. participating in an approved plan is individually .required .to comply with its obligations under the EEO clause, and to make .a good faith effort to achieve each goal under the plan in each trade in which it has employees. The .overall good .faith performance by other contractors or subcontractors toward a goal in an approvedplan does not excuse any cov.ere.d .C.ontractor's or subcontractor's failure to take good faith efforts to achieve the plan goals aid timetables. ' (d) The .Contractor shall implement the specific affirmative action standards provided in paragraphs 7a through 7p of these specifications. The goals set forth in the solicitation from which this contract resulted are expressed as percentages of the total hours of employment and training of minority and female utilization the Contractor should reasonably be able to achieve in each construction trade iu which it has employees in the covered area. The Contractor is expected to make substantially uniform progress toward its goals in each craft during the period specified, Covered construction contractors performing contracts in geographical areas where they do not have a federal or federally - assisted construction contract shall apply the iminonty and female goals established for the geographic area where the Contract is being performed. Goals are published periodically in the Federal Register in notice form and such notices may be obtained from any Federal Contract Compliance Programs .office or from Federal procurement contracting officers. The Contractor is expected to make substantially uniform progress iii meeting its goals in each craft during the period specified. (e) Neither the provisions of any collective barganninR agreement, nor the failure by a union with -whoin the Conn-actor has a collective bargai -mo agreement; to refer either mmonties or H I I AUr11V1r-N I /-I �/4) women shall excuse the Contractor's obligations under these specifi cations, Executive Order 11246, or the regulations promulgated pursuant thereto (f) In order for the nonworking training hours of apprentices and trainees to be counted in meeting the goals, such apprentices and trainees must be employed by the Contractor during the training period, and the Contractor must have made a commitment to employ the apprentices and trainees at the completion of their training, subject to the availability of employment opportunities. Trainees must be trained pursuant to training programs approved by the U. S. Department of Labor. (g) The Contractor shall take specific affirmative actions to ensure equal employment opportunity. The evaluation of the Contractor's compliance with these specifications shall be based upon its effort to achieve maximum results from its actions The Contractor shall document these efforts fully, and shall implement affirmative action steps at least as extensive as the following: (1) Ensure and maintain a working environment free of harassment, intimidation and coercion at all sites, and in all facilities at which the Contractor's employees are assigned to work. The Contractor, inhere possible, will assign two or more women to each construction project. The Contractor shall specifically ensure that all foremen, superintendents and other on -site supervisory personnel are aware of and carry out the Contractor's obligation to maintain such a working environment, with specific attention to minority or female individuals working at such site or in such facilities; (2) Establish and maintain a current list of minority and female recruitment sources, provide written notification to minority and female recruitment sources, and to community organizations when the Contractor or its unions have employment opportunities available, and maintain a record of the organizations' responses; (3) Maintain a.current file of the names, addresses and telephone numbers of each minority or female referral from a union, a recruitment source or community organization and of what action was taken with respect to each such individual. If such individual was sent to the union hiring hall for referral and was not referred back to the Contractor, this shall be documented in the file with the reason therefore, along with whatever additional actions the Contractor may have taken; (4) Provide iminediate written notification to the Director when the union or unions with which the Contractor has a collective bargaining agreement has not referred to the Contractor a minority person or woman sent by the Contractor, or when the Contractor has other information that the union referral process has impeded the Contractor's efforts to meet its obligations; (5) Develop on- the -fob training opportunities and /or participate in training programs for the area which expressly include minorities and women, includnig upgrading programs and apprenticeship and trainee programs relevant to the Contractor's employment needs, especially those programs funded or approved by the Department of Labor. The Contractor shall provide notice of these programs to the sources complied under 7b above, ATTACHMENT 7-1(25) (6j Disseminate the Contractor's EEO Policy by providmg notice of the polio% to unions and training programs and requesting their .cooperation in assisting the Contractor in meeting its EEO obligations, by including it in any policy manual and collective bargaining agreement, by publicizing it in the company newspaper; annual report; etc.; by specific review of the policy with all management personnel and with all -minority and female employees .at least once a year; and by posting .the company EEO policy on bulletin boards accessible to all employees at each location where construction work is performed; (7) Review, at least.annually, the company's EEO policy and affirmative .action obligations under these specifications with all employees having any responsibility.for hiring, assignment, layoff; termination or other employment decisions, including specific review of these items with on -site supervisory personnel such as Superintendents, General Foremen; .etc., prior to the initiation of construction wort: at any Job site A written record shall be made and maintained identifying the time and place of these meetings, persons attending, subject matter discussed and disposition of :the subject matter; (b) Disseminate the Contractor's EEO policy externally by including it in any advertising in the news media, specifically including minority and female news -media, and providing written notification to and discussing the Contractor's EEO policy with other contractors and subcontractors with whom the Contractor does or.anticipates doing business; (9) Direct its recruitment .efforts, both oral -.and written, to mniority, fernale.and community organizations, to schools with minority and female students, and to minority and female recruitment and training organizations serving the Contractor's recruitment area and employment needs. Not later than one month prior to the date for the acceptance of applications for apprenticeship or .other training by any recruitment source, the Contractor shall send written notification to organizations such :as the above, .describing the openings, screening procedures and tests to be used in the selection process; (10) Encourage present minority and female employees to recruit other Zinority persons and women and, where reasonable, provide after school, summer .and vacation employment to minority and female youth both on the site and in other areas of a Contractor's work force; (11) 'Validate all tests and other selection requirements where there is an obligation to do so under 41 CFR Part 60 -3; (12) Conduct, at least annually, an inventory and evaluation at least of all minority and female personnel for promotional opportunities and encourage these employees to seek or to prepare for, through appropriate training, etc.; such opportunities; (13) Ensure that seniority practices, job classifications; work assiglmments and other personnel practices, do not have a discriminatory effect by continually monitoring all persomulel and emnployment related activities to .ensure that the EEO policy and the Contractor's obligations under these specifications are being carried out; n i I rwi 11Th -I1 i 1 -1 �__) (14) Ensure that all facilities and company activities are non - segregated except that separate or single -user toilet and necessary changing facilities shall be provided to assure pnvacy between the sexes; (1.5) Document and maintain a record of all solicitations of offers for subcontracts from minority and female construction contractors and suppliers, including circulation of solicitations to minority and female contractor associations and other business obligations; and (16) Conduct a review, at least annually, of all supervisors' adherence to and performance under the Contractor's EEO policies and affirmative action obligations (h) Contractors are encouraged to participate in voluntary associations, which assist in fulfilling one or more of their affirmative action obligations (7a through 7p). The efforts of a contractor association, joint contractor- union, contractor- community, or other similar groups of which the Contractor is a member and participant, may be asserted as fulfilling any one or more of its obligations under 7a through 7p of these specifications provided that the Contractor actively participates in the group, makes every effort to assure that the group has a positive impact on the employment of minorities and women in the industry, ensures that the concrete benefits of the program are reflected in the Contractor's minority and female work force - participation, makes a good faith effort -to meet its individual goals and timetables; and can provide access to documentation which demonstrates the effectiveness of actions taken on behalf of the Contractor. The obligation shall not be a defense for the Contractor's noncompliance. (i) A single goal for minorities and a separate single goal for women have been established. The Contractor, however, is required to provide equal employment opportunities and to take affirmative action for all minority groups, .both male and female,.and all women, both minority and non - minority. Consequently, the Contractor may be in violation of the Executive Order if a particular group is employed in a substantially disparate manner (for example, even though the Contractor has achieved its goals for women generally, the Contractor may be in violation of the Executive Order if a specific minority of women is under utilized). (j) The Contractor shall not use the goals and timetables or affirmative action standards to discriminate against any person because of race, color, religion, sex or national origin. (k) The Contractor shall not enter into any subcontract with any person or firm debarred fi•om government contracts pursuant to Executive Order 11246. (1) The Contractor shall carry out such sanctions and penalties for violation of these specifications and of the Equal Opportunity Clause, including suspension, termination and cancellation of existing subcontracts as may be imposed or ordered pursuant to Executive Order 11246, as amended, and its implementing regulations, by the Office of Federal Contract Compliance Programs. Any Contractor who fails to carry out such sanctions and penalties shall be in violation of these specifications and Executive Order l 1.246; as amended. ATTACHMENT 7-1(27) (m) The Contractor; in fulfilling its obligations under these specifications; shall implement specific affirmative action steps; at least as extensive as those standards prescribed in paragraph 7 of these specifications, so as to aclue-ve maximum results from its efforts to ensure equal employment opportunity If the Contractor fails to comply with the requirements of the Executive Order, the implementing regulations or these specifications, the Director.shall proceed in accordance with 41 CFR Part 60 -4.8. (n) The Contractor shall designate a responsible official to monitor all employment related activity to ensure that the company's EEO policy is being camed out, to subrmt reports relating to the provisions hereof as may be required by the government and to keep records. Records shall at least include for each .employee the name, address, telephone numbers, construction trade, union affiliation, if any, employee identification number when assigned, social security number, race, sea, status (e.g., mechanic, apprentice trainee, helper or laborer), dates of changes in status, hours worked per week in the indicated trade, rate of pay, and locations at which the work was performed. Records shall be maintained in an easily understandable and retrievable form; however, to the degree that eaxisting records satisfy this requirement, Contractors shall not be required to maintain separate records (o) Nothing herein provided shall be construed as a limitation upon the application of other la'A s, which establish different standards of compliance or upon the application of requirements for the hiring of local or other area residents (e g., those under the Public Works Employment Act of 1977 and the Community Development Block Grant Program). 83 State Nondiscrimination Clause The Contractor shall comply with the provisions of Chapter 49.60 RCW, the state law regarding discrimination, in all activities relating to this project. 84. Americans with Disabilities Act of, 1990 Subject to the provisions of this title, no qualified individual with a disabilit}, shall, by reason of such disability, be excluded from participation in or be denied the benefits of the services, programs or activities of a public entity, or be subjected to discrimination by any such entity Paragraph 72 Federal 'Labor Standards PrDvisims Applicability The Project or Program to which the construction work covered by this contract pertains is being assisted by the .United States of America and the following Federal Labor Standards Provisions are included in this Contract pursuant to the provisions applicable to such 'Federal assisiance. A. 1 (f) Minimum Wages. All laborers and mechanics em- ployed or working upon the site of the work will be paid uncondi- tionally and not less often than once a week, and without subse- puenl deduction or rebate on any account (except such payroll :deductions as are permitted by regulations issued by the Secre- tary of Labor under the Copeland Act (29 CFR Part 3), the full amount of wages and bona fide fringe benefits (or cash equiva- lents thereof) due at time of payment computed at rates not less than those .contained in the wage determination of the Secretary of Labor whi.ch is attached hereto and made a part hereof, re- gardless of any contractual relationship which may be alleged to exist between the contractor and such laborers and mechanics. Contributions made or costs reasonably anticipated for bona fide fringe benefits .under Section I(b)(2) of the Davis- B.acon Act on behalf of laborers or mechanics are considered wages paid to such laborers or mechanics, subject to the provisions of 29 CFR 5.5(a)(1)(iv); also, regular contributions made or costs incurred for more than a weekly period (but not less often than quarterly) under plans, funds, or programs, which c.over.the particular weekly period, are deemed to be constructively made or incurred during such weekly period. Such laborers.and mechanics shall be paid the appropriate wage rate and fringe benefits on the wage determination for the classi- fication of work actually performed, without regard to skill, except as provided in 29 CFR 5.5(a)(4). Laborers or mechanics per- forming work in more.than one classification maybe compensated at the rate specified for each classification for the time actually worked therein: Provided, That the - ,employer's payroll records accurately.s.et. forth the time spent in each classification in which work is performed The wage determination (including any addi- tional classification and wage rates conformed .under 29 .CFR 5.5(a)(1)(ii) and the Davis -Bacon poster.(WH -1321) shall be posted at.all times by the contractor and its subcontractors at the site of the work in .a prominent and accessible, place where it can be easily.seen by the workers. (ii) (a) Any class of laborers or mechanics which :is . not listed in the wage determination and which is to be employed.under the contract .shall be classified in .conformance with the wage deter- mination HUD. shall approve an additional classification and wage rate and fringe benefits therefor only when the following criteria have.been met: (1) The work to be performed by the classification requested is not performed by a classification in the wage -determination, and (2) The classification is utilized in the area by the construction industry, and (.3) The proposed wage rate •including any.bona fide fringe be.n- efits, bears a reasonable- relationship to the wage rates contained in the wage determination (b) It the contractor and the laborers and mechanics to be em- ployed in the classification (if known), or their representatives, and 1HUD or its .designee agree on the classification and wage rate (including the amount designated for fringe benefiis where ,U.S. Department �of Housing ATTAC,HMBNT 7 -I and Urban Development Office of Labor Relations appropriate), .a report of the action taken shall be sent by HUD or its .designee to the Admin istrator of the Wage and ;Hour .Division, Employrnent Standards Administration, U S Department of La- bor, Washington, D C 20210 The Administrator, or an authorized representative, will approve, modify, or disapprove every additional classification action within 30 days of receipt and so advise HUD or its designee or will notify HUD.or its designee within the 30 -day period that additional time is necessary. (Approved by the Office of Idianagement and Budget under OI✓1B .control number 1215- 014.0.) (c) In the .event the contractor, the laborers or mechanics to be employed .fn .the .classification or their representatives, and HUD or As designee do not agree on the proposed classification and wage rate (including the amount designated for fringe benefits, where appropriate), HUD or its designee shall refer the questions, including the views of all interested parties and the recommenda- tion of HUD or its designee, to the Administrator for determina- tion. The Administrator, or an authorized representative, will is- sue..a determination within 30 days of receipt and so.advise HUD or.its designee or will notify HUD or its.designee within the 30 -day period that additional time is necessary (Approved by the Office of .IJianagement and -Budget under DDB Control Number 1215- 0140, ) (d) The wage rate (including fringe benefits where appropriate) determined. pursuant to subparagraphs (1)(ii)(b) or (c) of this para- graph, shall be paid to all workers performing work in the classifi- cation under this contract from the first day on which work is per- formed in the classification (iii) Whenever the minimum wage rate prescribed in the contract fora class of laborers or mechanics includes a fringe benefit which is not expressed as an hourly rate, the contractor shall either pay the benefit as .stated in the wage determination or shall pay an- other bona fide fringe benefit or an hourly cash equfvalent,thereof (iv) If the contractor does not make payments to a trustee or other third person, the contractor may consider as part of the wages of any laborer or mechanic the amount of any costs rea- sonably anticipated in providing bona fide fringe benefits under a plan or program, Provided, That the Secretary of Labor has found, upon the written request of the contractor, that the applicable stan- dards of the Davis - Bacon Act have been met. The Secretary of Labor may require the contractor to set aside in a separate ac- count assets for the meeting of obligations under the plan or pro- gram. (Approved by the Office of Management and Budget under OMB Control Number 1215 - 0140.) 2. Withholding. HUD or its designee.shall.upon its own action or upon written request of an authorized representative of the De- partment of Labor withhold or cause to be withheld from the con= tractor under this conlracl or any other Federal contract with the .same prime contractor, or any other Federally - assisted contract subject to Davis -Bacon prevailing wage requirements, which is held by the same prime contractor so much of the accrued pay- ments or advances as may be considered necessary to pay la- borers and mechanics, including apprentices, trainees and help- ers, employed by the contractor or any subcontractor the full amount of wages required by the contract In the event of failure to pay any laborer or mechanic, including any apprentice, trainee or helper employed or working on the site of the work. all or part form NUD -4010 (07/2003) Previous edition is obsolete Paoe 1 of 4 re. Hand000t, 1541 i of the wages required by the contract, HUD or its designee may, after written notice to the contractor sponsor applicant, or owner, take sucrr action as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds until such violations have ceased HUD or its designee may, after written otice to the contractor, disburse such amounts withheld for and ,i account of the contractor or subcontractor to the respective employees to whore they are due. The Comptroller General shall make such disbursements in the case of direct Davis -Bacon Act contracts. 3. (i) Payrolls and basic records. Payrolls and basic records relating thereto shall be maintained by the contractor during the course of the work preserved for a period of three years thereaf- ter for all laborers and mechanics working at the site of the work. Such records shall contain the name, address, and social secu- rity number of each such worker, his or her correct classification, hourly rates of wages paid (including rates of contributions or costs anticipated for bona fide fringe benefits or cash equivalents thereof of the types described in Section I(b)(2)(B) of the Davis -bacon Act), dally and weekly number of hours worked, deductions made and actual wages paid Whenever the Secretary of Labor has found under 29 CFR 5.5 (a)(1)(iv) that the wages of any laborer or mechanic include the amount of any costs reasonably anticipated in providing benefits under a plan or program described in Sec- tion I(b)(2)(B) of the Davis -Bacon Act, the contractor shall main- tain records which show that the commitment to provide such benefits is enforceable, that the plan or program is financially re- sponsible, and that the plan or program has been communicated in writing to the laborers or mechanics affected, and records which show the costs anticipated or the actual cost incurred in providing such benefits. Contractors employing apprentices or trainees under approved programs shall maintain written evidence of the registration of apprenticeship programs and certification of trainee programs, the registration of the apprentices and trainees, and +he ratios and wage rates prescribed -in the applicable programs. \pproved by the Office of Management and Budget under OMB Control Numbers 1215 -0140 and 1215 - 0017.) (if) (a) The contractor shall submit weekly for each week in which any contract work is performed a copy of_all payrolls to HUD or its designee if the agency is a party to the contract, but if the agency is not such a party, the contractor will submit the payrolls to the applicant sponsor, or owner, as the case may be, for transmission to HUD or Its designee. The payrolls submitted shall set out ac- curately and completely all of the information required to be main- tained under 29 CFR 5.5(a)(3)(i). This information may be submit- ted in any form desired. Optional Form WH -347 is available for this purpose and may be purchased from the Superintendent of Documents (Federal Stock Number 029 - 005 - 00014 -1), U.S. Gov- ernment Printing Office, Washington, DC 20402. The prime con- tractor is responsible for the submission of copies of payrolls by all subcontractors. (Approved by the Office of Management and Budget under OMB Control Number 1215 -0149 ) (b) Each payroll submitted shall be accompanied by a "State- ment of Compliance," signed by the contractor or subcontractor or his or her agent who pays or supervises the payment of the per- sons employed under the contract and shall certify the following. (1) That the payroll for the payroll period contains the information required to be maintained under 29 CFP, 5 5 (a)(3)(i) and that such information is correct and complete; (2) That each laborer or mechanic (including each helper, ap- prentice and trainee) employed on the contract during the payroll period has beer; paid the full weekly wages earned, without re- bate, either directly or indirectly, and that no deductions have been made either directly or indirectly from the full wages earned, other than permissible deductions as set forth in 29 CFP, Part 3; (3) That each laborer or mechanic has been paid not less than the applicable wage rates and fringe benefits or cash equivalents for the classification of work performed, as specified in the appli- cable wage determination incorporated into the contract. (c) The weekly submission of a properly executed certification set forth on the reverse side of Optional Form WH -347 shall sat- isfy the requirement for submission of the "Statement of Compli- ance" required by subparagraph A.3.(ii)(b) (d) The falsification of any of the above certifications may subject the contractor or subcontractor to civil or criminal prosecution under Section 1001 of Title 18 and Section 231 of Title 31 of the United States Code. (iii) The contractor or subcontractor shall make the records re- quired under subparagraph A.3.(i) available for inspection, copy- ing, or transcription by authorized representatives of HUD or its designee or the Department of Labor, and shall permit such rep- resentatives to interview employees during working hours on the job. If the contractor or subcontractor falls to submit the required records or to make them available, HUD or its designee may, after written notice to the contractor, sponsor, applicant or owner, take such action as may be necessary to cause the -suspension of any further payment, advance, or guarantee of funds Furthermore, failure to submit the required records upon request or to make such records available may be grounds for debarment action pur- suant to 29 CFR 5.12. 4. Apprentices and Trainees. (i) Apprentices. Apprentices will be permitted to work at less than the predetermined rate for the work they performed when they are employed pursuant to and individually registered in a bona fide apprenticeship program registered with the U:S. De- partment of Labor, Employment and Training Administration, Of- fice of Apprenticeship Training, Employer and Labor Services, or with a State Apprenticeship Agency recognized by the Office, or if a person is em'p'loyed in his or her first 90 days of probationary employment as an apprentice in such an apprenticeship program, who is not individually registered in the program, but who has been certified by the Office of Apprenticeship Training, Employer and Labor Services or a State Apprenticeship Agency (where appropriate) to be eligible for probationary employment as an apprentice The allowable ratio of apprentice's to journeymen on the job site in any craft classification shall not be greater than the ratio permitted to the contractor as to the entire work force under the registered program. Any worker listed on a payroll at an ap- prentice wage rate, who is not registered or otherwise employed as stated above, shall be paid not less than the applicable wage rate on the wage determination for the classification of work.actu- ally performed. In addition, any apprentice performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed Where a contractor is performing construction on a project in a locality other than that in which its program is registered, the ratios and wage rates (expressed in percentages of the journeyman's hourly rate) specified in the contractor's or subcontractor's registered program shall be observed. Every apprentice must be paid at not less than the rate specified in the registered program for the apprentice's level of progress, expressed as a percentage of the iorm HUD -4010 (07/2003) Previous edition is obsolete Page 2 of 4 ref. Handbook 1344 1 Raragr-ap:h 72 journeymen hourly rate specified in the applicable wage determi- nation Apprentices shall -be paid fringe °benefits -in accordance with the provisions of the.apprenticeship program. If the appren- ticeship program does not specifyiringe benefits, apprentices must be paid the iull.amount of fringe benefits listed on the1wage deter - rnination for the applicable classification. -if the Administrator de- termines that a different practice prevails for the applicable ap- prentice ciassitication, fringes shall be paid in accordance with that determination. -In the event the Office of Apprenticeship Train- ing, Employer and Labor Services, or a State Apprenticeship Agency recognized by the Office, withdraws approval of an ap- prenticeship program, the contractor will no longer be permitted to utilize apprentices at less than the applicable predetermined rate for the work performed until an acceptable program is ap- proved. ffi) Trainees. Except as provided in 29 CFR 5 16, trainees will not be permitted to work at less than the predetermined rate for the work performed unless they are employed pursuant to and .individually registered in a program which has received prior ap- proval, evidenced by formal certification by the U S Department of Labor, Employment and Training Administration. The ratio of trainees to journeymen on the job site shall not be greater than permitted under the plan approved by the Employment and Train- ing Administration. Every trainee must be paid at not less than the rate specified in the approved program for the trainee's level of progress, expressed as a percentage of the journeyman hourly rate specified in the applicable wage determination. Trainees shall be paid fringe benefits in accordance with the provisions of the trainee program. If the trainee program does not mention fringe benefits, trainees shall be paid the full amount of fringe benefits listed on the wage determination unless the Administrator of the Wage and Hour Division determines that there is an apprentice- ship program associated with the corresponding journeyman wage rate on the wage determination which provides for less than full fringe benefits for apprentices. Any employee listed on the pay- roll at a trainee rate who is not registered and participating in a training plan approved by the Employment and Training Adminis- tration shall be paid not less than the applicable.wage rate on the wage determination for the work actually performed In addition, any trainee performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. In the event the Employment and Training Administration withdraws approval of a training program, the con- tractor will no longer be permitted to utilize trainees at less than the applicable predetermined rate for the work performed until an acceptable program is approved (iii) Equal employment opportunity. The utilization of appren- tices, trainees and journeymen under 29 CFR Part 5 shall be in conformity with the equal employment opportunity requirements of Executive Order 11246, as amended, and 29 CFR Part 30 5. Compliance with Copeland Act requirements. The contrac- tor shall comply with the requirements of 29 CFR Part 3 Which are incorporated by reference in this contract 6. Subcontracts. The contractor or subcontractor will insert in any subcontracts the clauses contained in subparagraphs 1 through 11 of this paragraph A and such other clauses as HUD or its designee may by appropriate instructions require, and a copy of the applicable prevailing wage decision,, and also a clause re- quiring the subcontractors to include these clauses in any lower ATTACHMENT 7 -1 7, .C.ontract termination; debarment. A breach of the contract clauses-'in 29 CFR 5.5 may be.grounds.for termination of the con- tract and for debarment as a conlraelor and .a subcontractor as provided in 29 CFR 5.12. B. Compliance with Davis -Bacon and Related Act Requirements. A'll rulings and interpretations of the Davis-Bacon and Related Acts contained in 29 OFR Parts 1, 3, and 5 are herein incorpo- rated by reference in this contract 9. Disputes concerning labor standards. Disputes arising out of the labor standards provisions of this contract shall not be sub- ject to the general disputes clause of this contract. Such disputes shall be resolved in accordance with the procedures of the De- partment of Labor set forth in 29 CFR Parts 5, 6, and 7 Disputes within the meaning of this clause include disputes between the contractor (or any of its subcontractors) and HUD or its designee, the U S. Department of Labor, or °the employees or their repre- sentatives 10. (f) Certification of Eligibility. By entering into this contract the contractor certifies that neither it (nor he or she) nor any per- son or firm who has an interest in the contractor's firm is a person or firm ineligible to be awarded Government contracts by virtue of Section 3(a) of the Davis -Bacon Act or 29 CFR 5 12(a)(1) or to be awarded HUD contracts or participate in HUD programs pursuant to 24 CFR Part 24 (0) No part of this contract shall be subcontracted to any person or firm ineligible for award of a Government contract by virtue of Section 3(a) of the Davis-Bacon Act or 29 CFR 5.12(a)(1) or to be awarded HUD contracts or participate in HUD programs pursuant to 24 CFR Part 24 (iii) The penalty for making false.statements is prescribed in the U.S Criminal Code, 18 U S.C. 1001. Additionally, US Criminal Code, Section 1 01 0, Title 18, U.S.C., "Federal Housing Adminis- tration transactions ", provides in part: "Whoever, for the purpose of ... influencing in anyway the action of such Administration .. . makes, utters or publishes any statement knowing the same to be false...,. shall be fined not more than $5,000 or imprisoned not more than two years, or both," 11. Complaints, Proceedings, or Testimony by Employees. No laborer or mechanic to whom the wage, salary, or other labor standards provisions of this Contract are applicable shall be dis- charged or in any other manner discriminated against by the Con- tractor or any subcontractor because such employee has filed any complaint or instituted or caused to be instituted any proceeding or has testified or is about to testify in any proceeding under or relating to the labor standards applicable under this Contract to his employer. B. Contract Work Hours and Safety Standards Act. The provi- sions of this paragraph B are applicable only where the amount of the prime contract exceeds $100,000. As used in this paragraph, the terms "laborers" and "mechanics" include watchmen and guards. (1) .Overtime re.quirements. fro- contractor or subcontractor con- tracting for any part of the contract work which may require or involve the employment of laborers or mechanics shall require or permit any such laborer or mechanic in any workweek in which he or she is employed on such work to work in excess of 40 hours in such work- week unless such laborer or mechanic receives compensation at a rate not less than one and one -half times the basic rate of pay for all hours worked in excess of 40 hours in such workweek. tier subcontracts. The prime contractor shall be responsible for the compliance by any subcontractor or lower tier subcontractor (2) Violation; liabilityior unpaid wages; liquidated damages. with all the contract clauses in this paragraph. In the event of any violation; of the clause set iorth in subpara- form HUD -4010 (0712003) Previous edition is obsolete Paoe 3 of 4 ref. Hand000i: 134-4 1 graph (1) of this paragraph, the contractor and anv subcontractor responsible therefor shall be liable for the unpaid wages. In addi- tion, such contractor and subcontractor shall be liable to the United States (in the case of work done under contract for the District of Columbia or a territory, to such District or to such territory), for luidated damages. Such liquidated damages shall be computed .ith respect to each individual laborer or mechanic, including watchmen and guards, employed in violation of the clause set forth in subparagraph (1) of this paragraph, in the sum of $10 for each calendar day on which such individual was required or permit- ted to work in excess of the standard workweek of 40 hours without payment of the overtime wages required by the clause set forth in sub paragraph (1) of this paragraph. (3) Withholding for unpaid wages and liquidated damages. HUD or its designee shall upon its own action or upon written request of an authorized representative of the Department of La- bor withhold or cause to be withheld, from any moneys payable on account of work performed by the contractor or subcontractor under any such contract or any other Federal contract with the same prime contract, or any other Federally- assisted contract subject to the Contract Work Hours and Safety Standards Act which is held by the same prime contractor such sums as may be determined to be necessary to satisfy any liabilities of such con- tractor or subcontractor for unpaid wages and liquidated damages as provided in the clause set forth in subparagraph (2) of this paragraph. (4) Subcontracts. The contractor or subcontractor shall insert in any subcontracts the clauses se! forth in subparagraph (i ) through (4) of this paragraph and also a clause reouirine the sub- contractors to include these clauses in any lower tier subcontracts. The prime contractor shall be responsible for compliance by any subcontractor or lower tier subcontractor with the clauses set forth in subparagraphs (1) through (4) of this paragraph C. Health and Safety. The provisions of this paragraph C are ap- plicable only where the amount of the prime contract exceeds $100,000. (1) No laborer or mechanic shall be required to work in surround- ings or under working conditions which are unsanitary, hazard- ous, or dangerous to his health and safety as determined under construction safety and health standards promulgated by the Sec- retary of Labor by regulation. (2) The Contractor shall comply with all regulations issued by the Secretary of Labor pursuant to Title 29 Part 1926 and failure to comply may result in imposition of sanctions pursuant to the Con- tract Work Hours and Safety Standards Act, 40 USC 3701 et sea. (3) The Contractor shall include the provisions of this para- graph in every subcontract so that such provisions will be binding on each subcontractor The Contractor shall take such action with respect to any subcontract as the Secretary of Housing and Urban Development or the Secretary of Labor shall direct as a means of enforcing such provisions. ' form HUD -4010 (07;2003; Previous edition is obsolete Page 4 of 4 ref. Handbook 1344 1 SECTION 7 - TECHNICAL SPECIFICATIONS AND GENERAL PROJECT SPECIAL PROVISIONS 1 1 ' G: \PROJECTS \2011 \11072 \Hines Addition Final Specs.doc 7 -1 CITY OFYAK|MA YAKIMA COUNTY, WASHINGTON SPECIAL PROVISIONS FOR HINES ADDITION PHASE I CITY PROJECT NO. 2312 HLA PROJECT NO. 11072 ICONTENTS PAGE NO. SPECIAL PROVISIONS ... .... ............................... . . . ..... .'. ..... .................... ........... . ... ..... ...... .7-3 DESCRIPTION DF WORK ..... . ........ . ....... ........................ .'. . ... . ...... .......................................... 7-3 1-01 DEFINITIONS AND TERMS .................. ... . . .' .... '. . ... ................. ....... ........... ....... .... ... 7-3 1-02 BID PROCEDURES AND CONDITIONS ......... . -------' ' ..... ... . .......... '7'3 1-O7 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC ...................................... ........... 7-4 1'O8 PROSECUTION AND PROGRESS ... ....... ...... ....... '......................................... ......... '.' ...... 7-8 1-0Q MEASUREMENT AND PAYMENT . --' .—' . .—. --------------------7-8 2'81 CLEARING, GRUBBING, AND ROADSIDE CLEANUP ....... ' .... ' ... ..... 7-12 2-82 REMOVAL OF STRUCTURES AND OBSTRUCTIONS ...... .'. — .. ... ...'...... '—'7'13 2-03 ROADWAY EXCAVATION AND EMBANKMENT . . .—. .--' . -- — —. . 7-13 2-04 HAUL '--' . . — . . —' ' .' . . .......................................................... 746 2-O7 WATERING ...... .... . .—. . . —'. ... ................................ .... .... .... '. . . . .... '..—.7-1G 2-OQ STRUCTURE EXCAVATION ... .... . ..... . . . ....... .................................... ................... ........ 7-16 4-OG ASPHALT TREATED BASE ... ....... '................................ ....... —. . .... 7-17 5-O4 HOT MIX ASPHALT . ........ .............. ........................... ....... ....... —.—. . .—' ........ . ... .' ... 747 7-O4 STORM SEWERS . ........ ................................................. . — .' . . .--. ... '. ....... 7'32 ~~ 7-06 MANHOLES, INLETS, CATCH BASINS, AND ORYVVELLS— —. --' . -- ' —. --7-22 7-17 SANITARY SEWERS . . . . ' . . — . —. — ....... . —' ------ --------------'7'23 7'18 SIDE SEWERS ... ------ . ---------------- .......... ------------'7-25 8-01 EROSION CONTROL .............................................................. . .................... . —. .---. ---.7-2G 8-14 CEMENT CONCRETE SIDEWALKS ........... . --- — ' ---7'27 8-20 ILLUMINATION, S|GNALIZAJ'|ON.AND ELECTRICAL G:\PROJEcTu\201 1n1u7u\Himm Addition Final Specs.ouo 7-2 SPECIAL PROVISIONS FOR CITY OF YAKIMA HINES ADDITION PHASE 1 City Project No. 2312 HLA Project No. 11072 The following Special Provisions are made a part of this contract and supersede any conflicting provisions of the 2010 Standard Specifications for Road, Bridge and Municipal Construction, and the following Amendments to the Standard Specifications. DESCRIPTION OF WORK Schedule A — Street Improvements Construct new residential streets (approximately 650 LF) including 625 CY unclassified excavation, 880 TONS crushed surfacing, 280 TONS hot mix asphalt, 940 LF curb and gutter, 430 SY cement concrete sidewalk, storm drainage improvements, and street lighting. Schedule B — Sanitary Sewer Improvements Furnish and install of 640 LF of 8 -inch diameter sanitary sewer main, 210 LF 4 -inch diameter sanitary sewer service pipe, dewatering and other related work. 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 2010, referenced codes and organizations, and these Special Provisions. 1 -01 DEFINITIONS AND TERMS 1- 01.2(1) Associations and Miscellaneous The abbreviation and definition "AREA American Railway Engineering Association" is replaced with the following: AREMA American Railway Engineering and Maintenance Association 1 -02 BID PROCEDURES AND CONDITIONS 1 -02.9 Delivery of Proposal Delete this section and replace it with the following: Each proposal shall be submitted in a sealed envelope, with the Project Name and Project Number as stated in the Advertisement for Bids clearly marked on the outside of the envelope, or as otherwise required in the Bid Documents, to ensure proper handling and delivery. The contracting Agency will not consider Proposals it receives after the time fixed for opening Bids in the call for Bids. G: \PROJECTS\2011 \11072 \Hines Addition Final Specs.Doc 7 -3 1 -07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC January 3, 2011 1 -07.2 Sales Tax The third sentence in the first paragraph is revised to read. The Contractor shall contact the Contract Payment section of the Division of Accounting & Financial Services of the Department of Transportation, Olympia WA for questions on sales tax. The first sentence in the third paragraph is revised to read: The Contracting Agency will pay the retained percentage only if the Contractor has obtained from the State Department of Revenue a certificate showing that all Contract - related taxes have been paid (RCW 60.28.051) 1- 07.9(1) General The second sentence in the fourth paragraph is revised to read- When the project involves highway Work, heavy Work and building Work, the Contract Provisions may list a Federal wage and fringe benefit rate for the highway Work, a separate Federal wage and fringe benefit rate for both the heavy Work and the building Work. 1 -07.14 Responsibility for Damage The third, fourth and fifth paragraphs are revised to read. Subject to the limitations in this section and RCW 4.24 115 the Contractor shall indemnify, defend, and save harmless the State, Governor, Commission, Secretary, and all officers and employees of the State from all claims, suits, or actions brought for injuries to, or death of, any persons or damages resulting from construction of the Work or in consequence of any negligence or breach of contract regarding the Work, or the use of any improper materials in the Work, caused in whole or in part by any act or omission by the Contractor or the agents or employees of the Contractor during performance or at any time before final acceptance. In addition to any remedy authorized by law, the State may retain so much of the money due the Contractor as deemed necessary by the Engineer to ensure indemnification until disposition has been made of such suits or claims. Subject to the limitations in this section and RCW 4.24.115, the Contractor shall indemnify, defend, and save harmless any county, city, or region, its officers, and employees connected with the Work, within the limits of which county, city, or region the Work is being performed, all in the same manner and to the same extent as provided above for the protection of the State, its officers and employees, provided that no retention of money due the Contractor be made by the State except as provided in RCW 60 28, pending disposition of suits or claims for damages brought against the county, city, or district. Pursuant to RCW 4.24.115, where such claims, suits, or actions result from the concurrent negligence of (a) the indemnities or the indemnities' agents or employees and (b) the Contractor or the Contractor's agent or employees, the indemnity provisions provided in the preceding paragraphs of this section shall be valid and enforceable only to the extent of the Contractor's negligence or the negligence of its agents and employees This section is supplemented with the following. THE CONTRACTOR SPECIFICALLY ASSUMES ALL POTENTIAL LIABILITY FOR ACTIONS BROUGHT BY EMPLOYEES OF THE CONTRACTOR AND, SOLELY FOR THE PURPOSE OF ENFORCING THE DEFENSE AND INDEMNIFICATION OBLIGATIONS SET FORTH IN SECTION 1- 07.14, THE CONTRACTOR SPECIFICALLY WAIVES ANY IMMUNITY GRANTED UNDER THE STATE INDUSTRIAL INSURANCE LAW, RCW TITLE 51. THIS WAIVER HAD BEEN MUTUALLY NEGOTIATED BY THE PARTIES. THE CONTRACTOR SHALL SIMILARLY REQUIRE THAT EACH SUBCONTRACTOR IT RETAINS IN CONNECTION WITH THE PROJECT COMPLY WITH G: \PROJECTS \2011 \11072 \Hines Addition Final Specs.Doc 7 -4 THE TERMS OF THIS PARAGRAPH, WAIVE ANY IMMUNITY GRANTED UNDER RCW TITLE 51 AND ASSUME ALL LIABILITY FOR ACTIONS BROUGHT BY EMPLOYEES OF THE SUBCONTRACTOR. 1 -07.15 Temporary Water Pollution /Erosion Control The fourth paragraph is deleted. 1- 07.15(1) Spill Prevention, Control and Countermeasures Plan The third sentence in the first paragraph is revised to read No on -site construction activities may commence until the Contracting Agency accepts a SPCC Plan for the project. In item number 10, the first paragraph below the pay item "SPCC Plan," lump sum is revised to read When the written SPCC Plan is accepted by the Contracting Agency, the Contractor shall receive 50- percent of the lump sum Contract price for the plan. 1- 07.16(2) Vegetation Protection and Restoration The second paragraph is revised to read: Damage which may require replacement of vegetation includes torn bark stripping, broken branches, exposed root systems, cut root systems, poisoned root systems, compaction of surface soil and roots, puncture wounds, drastic reduction of surface roots or leaf canopy, changes in grade greater than 6- inches, or any other changes to the location that may jeopardize the survival or health of the vegetation to be preserved. ■ The third paragraph is revised to read: ' When large roots of trees designated to be saved are exposed by the Contractor's operation, they shall be wrapped with heavy, moist material such as burlap or canvas for protection and to prevent excessive drying. The material shall be kept moist and securely fastened until the roots are covered to finish grade. All material and fastening material shall be removed from the roots before covering. ' All roots 1 -inch or larger in diameter, which are damaged, shall be pruned with a sharp saw or pruning shear. Damaged, torn, or ripped bark shall be removed as designated by the Engineer at no additional cost to the Contracting Agency. ' The fourth paragraph is revised to read: Any pruning activity required to complete the Work as specified shall be performed by a Certified ' Arborist as designated by the Engineer. 1 -07.18 Public Liability and Property Damage Insurance This section is deleted in its entirety and replaced with the following: 1 -07.18 Public Liability and Property Damage Insurance 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 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 Secretary (Section 1- 05.12). 1 Owners and Contractors Protective (OCP) Insurance providing bodily injury and property ' damage liability coverage with limits of $3,000,000 per occurrence and, per project, in the aggregate for each policy period, written on Insurance Services Office (ISO) form CG0009 1204, together with Washington State Department of Transportation amendatory endorsement G• \PROJECTS \2011 \11072 \Hines Addition Final Specs.Doc 7 -5 CG 2908 1195, specifying the Contracting Agency, the State, the Governor, the Commission, the Secretary , the Department and all officers and employees of the State as named insured. Commercial General Liability (CGL) Insurance written under ISO Form CG0001 or its equivalent with minimum limits of $3,000,000 per occurrence and in the aggregate for each one year policy period. This coverage may be any combination of primary, umbrella or excess liability coverage affording total liability limits of not less than $3,000,000 per occurrence and in the aggregate Products and completed operations coverage shall be provided for a period of three years following Substantial Completion of the Work. Commercial Automobile Liability Insurance providing bodily injury and property damage liability coverage for all owned and nonowned 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 This coverage may be any combination of primary, umbrella or excess liability coverage affording total liability limits of not less than $1,000,000 per occurrence with the State named as an additional insured or designated insured in connection with the Contractor's Performance of the Contract. If pollutants are to be transported, MCS 90 and CA 99 48 endorsements are required on the Commercial Automobile Liability insurance policy unless in- transit pollution risk is covered under a Pollution Liability insurance policy 4 The Contractor shall be Named Insured and the Contracting Agency, the State, the Governor, the Commission, the Secretary, the Department, all officers and employees of the State, and their respective members, directors, officers, employees, agents and consultants (collectively the "Additional Insureds ") shall be included as Additional Insureds for all policies and coverages specified in this Section, with the exception of the OCP policy Said insurance coverage shall be primary and non - contributory insurance with respect to the insureds and the Additional Insureds Any insurance or self- insurance beyond that specified in this Contract that is maintained by any Additional Insured shall be in excess of such insurance and shall not contribute with it. All insurance coverage required by this Section shall be written and provided by "occurrence- based" policy forms rather than by "claims made" forms All endorsements adding Additional Insureds to required policies shall be issued on (i) form CG 20 10 11 85 or a form deemed equivalent by the Contracting Agency, providing the Additional Insureds with all policies and coverages set forth in this Section, with the exception of the OCP and Commercial Auto policies or (ii) form CA 20 48 or forms deemed equivalent by Contracting Agency, providing the Additional Insureds with all coverage's required under the Commercial Automobile Liability 5 The coverage limits to be provided by Contractor for itself and to the Contracting Agency and Additional Insureds pursuant to this section or any Special Provision, shall be on a "per project" aggregate basis with the minimum limits of liability as set forth herein for both general liability and products /completed operations claims The additional insured coverage required under this Section for products /completed operations claims shall remain in full force and effect for not less than three years following Substantial Completion of the project. If the Contractor maintains, at any time, coverage limits for itself in excess of limits set forth in this Section 1- 07 18 or any Special Provision, then those additional coverage limits shall also apply to the Contracting Agency and the Additional Insureds. This includes, but is not limited to, any coverage limits provided under any risk financing program of any description, whether such limits are primary, excess, contingent or otherwise 6 All insurance policies and coverage's required under Section 1 -07.18 and Section 1 -07 10 shall contain a waiver of subrogation against the Contracting Agency , the State, any Additional Insured and their respective departments, agencies, boards, and commissions and their respective officers, officials, agents, and employees for losses arising from Work performed by or on behalf of the Contractor. This waiver has been mutually negotiated by the parties 7 Where applicable, the Contractor shall cause each Subcontractor to provide insurance that complies with all applicable requirements of the Contractor - provided insurance as set forth herein, in circumstances where the Subcontractor is not covered by the Contractor - provided insurance The Contractor shall have sole responsibility for determining the limits of coverage G: \PROJECTS \2011 \11072 \Hines Addition Final Specs.Doc 7 -6 required, if any, to be obtained by Subcontractors, which determination shall be made in accordance with reasonable and prudent business practices. In the event that a Subcontractor is required to add the Contractor as an additional insured pursuant to its contract for Work at the Project, then the Contractor shall also cause each Subcontractor to include the Contracting Agency and the Additional Insureds as additional insureds as well, for primary and non- contributory limits of liability under each Subcontractor's Commercial General Liability, Commercial Automobile Liability and, any other coverage's which may be required pursuant to a "Special Provision" 8. Unless specifically noted otherwise in the Contract Documents, the parties to this Contract do not intend by any of the provisions of this Contract to cause the public or any member thereof or any other Person to be a third party beneficiary of the Contract Documents Nothing in this Contract authorizes anyone not a party to this Contract or a designated third party beneficiary to this Contract to maintain a suit for personal injuries or property damage pursuant to the terms or provisions of this Contract. It is the further intent of the Contracting Agency and the Contractor in executing the Form of Contract that no individual, firm, corporation or any combination thereof which supplies materials, labor, services, or equipment to the Contractor for the performance of the Work shall become thereby a third party beneficiary of this Contract. The Contract Documents shall not be construed to create a contractual relationship of any kind between the Contracting Agency and a Subcontractor or any other Person except the Contractor. 9. 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 such provisions 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. 10 With the exception of the Commercial Automobile liability coverage, no policies of insurance required under this Section shall contain an arbitration or alternative dispute resolution clause applicable to disputes between the insurer and its insureds. Any and all disputes concerning (i) terms and scope of insurance coverage afforded by the policies required hereunder and /or (ii) extra contractual remedies and relief which may be afforded policy holders in connection with coverage disputes, shall be resolved in Washington Superior Court, applying Washington law. 11 Prior to Contract execution, the Contractor shall file with the Department of Transportation, Contract Payment Section, P.O Box 47420, Olympia, WA 98504 -7420, ACORD Form Certificates of Insurance evidencing the minimum insurance coverages required under these Specifications. Within 30 days of being awarded a Contract, the Contractor shall provide the Department with complete copies, which may be electronic copies, of all insurance policies required under this section and any Special Provisions. 12. The Contractor shall provide written notice to the Engineer of any policy cancellations and ' provide the Department of Transportation, Contract Payment Section, P O Box 47420 Olympia, WA 98504 -7420, by U S Mail, notice of any policy cancellation within two business days of receipt of cancellation ' 13 Failure on the part of the Contractor to maintain the insurance as required, or to not provide certification and copies of the insurance prior to the time specified in subsection 11 above, shall constitute a material breach of Contract upon which the Contracting Agency may, after giving 5- business 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. G: \PROJECTS \2011 \11072 \Hines Addition Final Specs.Doc 7 -7 1 -08 PROSECUTION AND PROGRESS January 3, 2011 1 -08.1 Subcontracting The second and third sentences in the eighth paragraph are revised to read: This Certification shall be submitted to the Project Engineer on WSDOT form 421 -023, "Quarterly Report of Amounts Paid as MBE/WBE Participants ", quarterly for the State fiscal quarters: January 1 through March 31, April 1 through June 30, July 1 through September 30, October 1 through December 31, and for any remaining portion of a quarter through Physical Completion of the Contract. The report is due 20 calendar days following the fiscal quarter end or 20 calendar days after Physical Completion of the Contract. The last sentence in the ninth paragraph is revised to read. When required, this "Quarterly Report of Amounts Credited as DBE Participation" is in lieu of WSDOT form 421 -023, "Quarterly Report of Amounts Paid as MBE/WBE Participants" 1 -08.5 Time for Completion The last two sentences in the first paragraph are revised to read, When any of these holidays fall on a Sunday, the following Monday shall be counted a nonworking day. When the holiday falls on a Saturday, the preceding Friday shall be counted a nonworking day. The days between December 25 and January 1 will be classified as nonworking days. Item number 2 c. in the sixth paragraph is revised to read, c. Quarterly Reports of Amounts Paid as MBE/WBE Participants, or Quarterly Reports of Amounts Credited as DBE Participation, as required by the Contract Provisions 1 -09 MEASUREMENT AND PAYMENT January 3, 2011 1- 09.2(1) General Requirement for Weighing Equipment This section is revised to read: Unless specified otherwise, any Highway or Bridge construction materials to be proportioned or measured and paid for by weight shall be weighed on a scale Scales Scales shall: 1. be accurate to within 0 5 percent of the correct weight throughout the range of use; 2 not include spring balances, 3. include beams, dials, or other reliable readout equipment; 4 be built to prevent scale parts from binding, vibrating, or being displaced and to protect all working parts and; 5. be carefully maintained, with bunkers and platforms kept clear of accumulated materials that could cause errors. G: \PROJECTS \2011 \11072 \Hines Addition Final Specs.Doc 7 -8 Scale Operations Contractor provided scale operations are defined as operations where a scale is set up by the Contractor specifically for the project and most, if not all, material weighed on the scale is utilized for Contract Work. In this situation, the Contractor shall provide a person to operate the project scale, write tickets, perform scale checks and prepare reports. Commercial scale operations include the use of established scales used to sell materials to the public on a regular basis. In addition, for the purposes of this specification, all batch, hopper, and belt scales are considered to be commercial scales. When a commercial scale is used as the project scale, the Contractor may utilize a commercial scale operator provided it is at no additional cost to the contracting agency. In addition, the Contractor shall ensure that: the Engineer is allowed to observe the weighing operation and check the daily scale weight record; 2. scale verification checks are performed at the direction of the Contracting Agency (see Section 1- 09.2(5)); 3. several times each day, the scale operator records and makes certain the platform scale balances and returns to zero when the load is removed; and 4. test results and scale weight records for each day's hauling operations are provided to the Engineer daily Unless otherwise approved, reporting shall utilize form 422 -027, Scaleman's Daily Report. Trucks and Tickets Each truck to be weighed shall bear a unique identification number. This number shall be legible and in plain view of the scale operator Each vehicle operator shall obtain a weigh or load ticket from the scale operator. The Contracting Agency will provide item quantity tickets for scales that are not self - printing. The Contractor shall provide tickets for self - printing scales. All tickets shall, at a minimum, contain the following information: 1 date of haul, 2. contract number; 3. contract unit Bid item, 4 unit of measure; 5 identification number of hauling vehicle; and 6 weight delivered a. net weight in the case of batch and hopper scales b. gross weight, tare and net weight in the case of platform scales (tare may be omitted if a tare beam is used) c approximate load out weight in the case of belt conveyor scales The vehicle operator shall deliver the ticket in legible condition to the material receiver at the material delivery point. The material delivery point is defined as the location where the material is incorporated into the permanent Work. IG: \PROJECTS \2011 \11072 \Hines Addition Final Specs.Doc 7 -9 1- 09.2(2) Specific Requirements for Batching Scales In the first paragraph, the last sentence is revised to read, Batching scales used for Portland Cement concrete or hot mix asphalt shall not be used for hatching other materials 1- 09.2(3) Specific Requirements for Platform Scales In the first paragraph, the last sentence is revised to read. A tare weight shall be taken of each hauling vehicle at least once daily The third paragraph is deleted 1- 09.2(5) Measurement This section is revised to read Scale Verification Checks The Engineer will verify the accuracy of each batch, hopper or platform scale. The frequency of verification checks will be such that at least one test weekly is performed for each weighed contract item of work being performed during that week Verification checks may not be routinely conducted quantities of weighed material who's estimated proposal quantity, multiplied by its unit price, has a value of less than $20,000 The verification will consist of one of the following methods and be at the Contractor's option 1 Weigh a loaded truck on a separate certified platform scale designated by the Contractor, for the purpose of scale verification. 2 Weigh a vehicle that weighs at least 10,000 pounds on a separate certified scale and then check the project scale with it. 3 Establish a certified fixed load weighing at least 10,000 pounds as a check - weight. The certification shall consist of an affidavit affirming the correct weight of the fixed load Should the scale verification check reveal a weight difference of more than 0 5- percent, a second scale verification check shall be performed immediately If the weight differences of both comparison checks exceed the 0 5- percent limit, the Contractor shall immediately stop weighing and the scale shall be recertified at the Contractor's expense Belt Scales To test the accuracy of a belt- conveyor scale, the Contractor shall weigh five or more payloads from sequential hauling units and compare these weights with weights of the same payloads taken on a separate certified platform scale If the test results fluctuate, the Engineer may require more than five check loads Conveyor weights will be based on tonnage values taken from the sealed odometer at the beginning and end of each check period If scale verification checks show the scale has been under weighing, it shall be adjusted immediately. If scale verification checks show the scale has been overweighing, its operation will cease immediately until adjusted Minor Construction Items If the specifications and plans require weight measurement for minor construction items, the Contractor may request permission to convert volume to weight. If the Engineer approves, an G: \PROJECTS \2011 \11072 \Hines Addition Final Specs.Doc 7 -10 ' agreed factor may be used to make this conversion and volume may be used to calculate the corresponding weight for payment. 1- 09.2(6) Payment This section is revised to read- Unless specified otherwise the Contracting Agency will pay for no materials received by weight unless they have been weighed as required in this section or as required by another method the Engineer has approved in writing The Contractor shall not be compensated for any loss from under weighing that is revealed by scale verification checks. If scale verification checks reveal that the scale is over weighing, then payment for all material weighed since the last valid scale verification check will be adjusted. The contracting agency will calculate the combined weight of all materials weighed after the last verification check showing accurate results. This combined weight will then be reduced for payment by the percentage of scale error that exceeds 0 5- percent unless the Contractor demonstrates to the satisfaction of the Engineer that the defect in the scale was present for a lesser period of time. Unit contract prices for the various pay items of the project cover all costs related to weighing and proportioning materials for payment. These costs include but are not limited to: • furnishing, installing, certifying, and maintaining scales; • providing a weigher to operate a Contractor provided scale; • providing a weigher to operate a commercial scale, if necessary; • providing self - printing tickets, if necessary; • rerouting a truck for verification weighing, • assisting the Engineer with scale verification checks, • any other related costs associated with meeting the requirements of this section 1 -09.9 Payments The first paragraph is revised to read: 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 Items to enable the Project Engineer to determine the Work performed on a monthly basis Lump sum item breakdowns shall be submitted prior to the first progress payment that includes payment for the Bid Item in question 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 In the third paragraph, the second sentence is deleted. IG: \PROJECTS \2011 \11072 \Hines Addition Final Specs.Doc 7 -11 1- 09.11(1)A Disputes Review Board Membership This section is supplemented with the following new paragraph- The Contracting Agency and Contractor shall indemnify and hold harmless the Board Members from and against all claims, damages, losses and expenses, including but not limited to attorney's fees arising out of and resulting from the actions and recommendations of the Board DIVISION 2 EARTHWORK 2 -01 CLEARING, GRUBBING, AND ROADSIDE CLEANUP 2 -01.1 Description Add the following. In no case shall the Contractor be required to clear and grub beyond the property line, except as 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 The Contractor shall temporarily remove and later replace to its original condition or relocate nearby as directed, all mail boxes, small trees, shrubs, street signs, culverts, irrigation facilities, 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 2- 01.3(4) Roadside Cleanup Add 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 2.01.4 Measurement This section is supplemented with the following. No unit of measurement shall apply to Roadside Cleanup 2 -01.5 Payment Add the following: Unless a specific bid item has been included in the proposal, all costs incurred to complete the requirements of Section 2 -01 will be considered as incidental work to the various bid items and no separate payment will be made G: \PROJECTS \2011 \11072 \Hines Addition Final Specs.Doc 7 -12 2 -02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS 2 -02.1 Description This section is supplemented with the following: This work shall consist of the removal of asphalt, curb, gutter and /or sidewalk required for construction of the improvements 2- 02.3(3) Removal of Pavement, Sidewalks, and Curbs Add 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., for construction of the improvements. In those areas where asphalt pavement removal is required, the Contractor shall, prior to excavation, score the edge of the asphalt 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 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 or cement concrete. ' 2 -02.5 Payment Add the following: Unless a specific bid item has been included in the proposal, all costs incurred to complete the requirements of Section 2 -02 will be considered as incidental work to the various bid items and no separate payment will be made. 2 -03 ROADWAY EXCAVATION AND EMBANKMENT 2 -03.1 Description This section is supplemented with the following: Roadway excavation shall consist of removing the existing material of whatever nature encountered to the subgrade elevation and shaping the subgrade to conform to the cross - section shown on the 1 Plans or as staked in the field The material to be excavated shall be classified as "Unclassified Excavation Including Haul." Where directed by the Engineer, the Contractor shall excavate beyond the right of way in order to adequately slope adjacent properties. No additional compensation will be made for excavating outside the right of way. ' The Contractor shall use caution while performing roadway excavation. Heavy, rubber -tired equipment, particularly front end loaders, shall limit their travel over a single area as much as possible Trucks shall observe a 10 mph speed limit when traveling over exposed subgrade areas. 2- 03.3(3) Excavation Below Grade This section is supplemented with the following* At the direction of the Engineer, areas within the street subgrade which exhibit instability due to high moisture content shall be: ` G: \PROJECTS \2011 \11072 \Hines Addition Final Specs.Doc 7 -13 Aerated and allowed to dry, 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 Including 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. 2- 03.3(7) Disposal of Surplus Materials 2- 03.3(7)A General This section is supplemented with the following- Excavated material shall be bladed or hauled to fill low sections within the project area, except for sod or extraneous material, which shall be hauled to waste A site has not been provided by the Contracting Agency for any excess fill material. The Contractor shall comply with the requests of the Contracting Agency for placement and compaction of excess excavated suitable material for the back of new sidewalk, as directed by the Engineer Suitable materials from the excavations shall be used in the embankments 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 backfill adjacent to the sidewalk and new improvements If additional topsoil is required, it shall be provided in accordance with Section 8 -02 of these Special Provisions The Contractor shall comply with the State of Washington's regulations regarding disposal of waste material as outlined in WAC 173 -304, Subchapter 461 Any material hauled from the project for disposal in unincorporated Yakima County will be subject to the requirements of the Yakima County Excavation and Grading Ordinance. All costs incurred by the Contractor to obtain a Grading Permit shall be included in the various Unit Bid Prices, and no further payment shall be made 2- 03.3(14)C Compacting Earth Embankments This section is supplemented with the following Compacting embankments and excavations shall be by Method "B" as specified under Section 2- 03 3(14)C of the Standard Specifications 2- 03.3(14)D Compaction and Moisture Control Tests Section 2- 03.3(14)D of the Standard Specifications shall be revised as follows- 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. G: \PROJECTS \2011 \11072 \Hines Addition Final Specs.Doc 7 -14 2 -03.4 Measurement This section is supplemented with the following: "Unclassified Excavation Including Haul" will be measured by the cubic yard Only one determination of the original ground elevation will be made on this project. Measurement for roadway excavation and embankment will be based on the original ground elevations recorded previous to the award of this Contract, and the alignment, profile, grade, and roadway section as shown on the Plans and as staked by the Engineer. Control stakes will be set during construction to provide the Contractor with all essential information for the construction of excavation and embankment. ' If discrepancies are discovered in the ground elevations which will materially affect the quantities of earthwork, the original computations of earthwork quantities will be adjusted accordingly Earthwork quantities will be computed, either manually or by means of electronic data processing equipment, by use of the average end area method. Copies of the ground cross - section notes will be available for the bidder's inspection, before the opening of bids, at the office of the Project Engineer i' Upon award of the Contract, copies of the original ground cross - sections will be furnished to the successful bidder on request to the Project Engineer. ' 2 -03.5 Payment This section is supplemented with the following. "Unclassified Excavation Including Haul," per cubic yard Payment will be made at the unit contract price bid for "Unclassified Excavation Including Haul," per cubic yard, which shall be full compen- sation for all labor, equipment, tools, and materials necessary to complete this item as specified. No separate payment shall be made for embankment compaction and all costs to perform this work as required shall be merged in the unit price bid per cubic yard for "Unclassified Excavation Including Haul." "Drainage Swale" per linear foot. Payment will be made at the unit contract price bid for "Drainage Swale," per linear foot, which shall be full compensation for all labor, equipment, tools, and materials required to construct the roadside swales including excavation, grading, dewatering, and compaction, complete in place as shown on the Plans. 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. IG: \PROJECTS \2011 \11072 \Hines Addition Final Specs.Doc 7 -15 2 -07 WATERING 2 -07.3 Construction Requirements Supplement this section with the following. The Contractor shall secure permission from and comply with all requirements of the water utility before obtaining water from fire hydrants. The Contractor shall notify the Engineer as soon as such permission is granted The Contractor shall use hydrant wrenches only to open hydrants. While using hydrants, the contractor shall make certain that the hydrant valve is fully open in order to prevent damage to the hydrant valve. A metered hydrant connection furnished by the water utility shall be used as an auxiliary valve on the outlet line for control purposes. Fire hydrant valves shall be closed slowly to avoid a surge in the system causing undue pressure on the water lines The Contractor shall carefully note the importance of following these directions If a hydrant is damaged due to the Contractor or an employee of the Contractor, the Contractor shall immediately notify the water utility so that the damage can be repaired as quickly as possible. Upon completing the use of the hydrants, the Contractor shall notify the water utility so that the hydrants may be inspected for possible damage Any damage resulting from the use of the hydrants by the Contractor will be repaired by the water utility, and the cost thereof shall be withheld, if necessary, from the final payment to the Contractor. The Contractor shall furnish all equipment and tools, except the metered hydrant connection, that may be necessary to meet the requirements of the water distribution agency pertaining to hydrant us Violation of these requirements will result in fines and will lay the Contractor liable for damage suits because of malfunctioning of damaged fire hydrants, in the event of fire. 2 -07.4 Measurement This section is revised to read. Water will be measured with the metered hydrant connection. 2 -07.5 Payment This section is revised to read as follows Water will be furnished by the water utility without charge, but the Contractor shall convey the water from the nearest convenient hydrant or other source at his expense. 2 -09 STRUCTURE EXCAVATION 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 for shoring or cofferdams G: \PROJECTS \2011 \11072 \Hines Addition Final Specs.Doc 7 -16 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 Excavation section. Section 2 -09.4 is supplemented as follows: "Shoring or Extra Excavation," per linear foot, shall be measured along the centerline of the trench or excavation. 2 -09.5 Payment Section 2 -09.5 is supplemented as follows: Delete "Shoring or Extra Excavation, Class B ", per square foot, and add "Shoring or Extra Excavation ", per linear foot. The unit price bid for "Shoring or Extra Excavation," per linear foot, shall be full pay for all excavation, backfill, haul, compaction, and other work required when extra excavation is used in lieu of constructing shoring. If select backfill material is required for backfilling within the limits of the structure excavation, it shall also be required as backfill material for the extra excavation at the Contractor's expense. DIVISION 4 BASES 4 -06 ASPHALT TREATED BASE 4 -06.2 Materials Section 4 -06.2 is supplemented with the following: (October 25, 1999) The grade of paving asphalt used in asphalt treated base shall be PG 64 -28 unless otherwise ordered by the Engineer. DIVISION 5 SURFACE TREATMENTS AND PAVEMENTS 5 -04 HOT MIX ASPHALT 5- 04.3(7)A Mix Design (March 10, 2011 APWA GSP) Delete this section and replace it with the following; 1. General. Prior to the production of HMA, the Contractor shall determine a design aggregate structure and asphalt binder content in accordance with WSDOT Standard Operating Procedure 732. Once the design aggregate structure and asphalt binder content have been determined, the Contractor shall submit the HMA mix design on DOT form 350 -042 demonstrating the design meets the requirements of Sections 9- 03.8(2) and 9 -03 8(6). HMA accepted by nonstatistical evaluation requires a mix design verification. For HMA accepted by commercial evaluation only the first page of DOT form 350 -042 and the percent of asphalt iG: \PROJECTS \2011 \11072 \Hines Addition Final Specs. Doc 7 -17 commercial evaluation only the first page of DOT form 350 -042 and the percent of asphalt binder is required In no case shall the paving begin before the determination of anti -strip requirements has been made Anti -strip requirements will be determined by: a. Testing by WSDOT in accordance with TM 718 b. Testing by Contractor in accordance with WSDOT TM 718 C. Historical aggregate source ant -strip use provided by WDOT The mix design will be the initial Job Mix Formula (JMF) for the HMA being produced Any additional adjustments to the JMF will require the approval of the Project Engineer and may be made per Section 9 -03 8(7). 2 Mix Design Verification. Verification shall be accomplished by one of the following processes a Submit samples to WSDOT State Materials Lab for WSDOT verification testing in accordance with WSDOT Standard Specifications b The contracting agency will perform tests to verify the mix design in accordance with the Field Verification Testing Process C Reference a mix design that has been previously verified by the Field Verification Testing Process or verified by WSDOT State Materials Lab on a previous project. d. Perform Field Verification Testing on a sample of HMA provided by the Contractor prior to paving. Mix design verification is valid for one year from the date of verification At the discretion of the Engineer, agencies may accept mix designs verified beyond the verification year with certification from the Contractor that the materials and sources are the same as those shown on the original mix design. 3 Field Verification Testing Process. The Contracting agency will collect three Production Samples of HMA on the first day of paving per AASHTO T 168 sampling procedures I a. The Contracting agency will test one Production Sample in accordance with section 5 -04 3(8)A for field verification per the requirements of Section 9 -03 8(7) b If the test results from the first Production Sample are within the tolerances of section 9 -03 8(7), the mix design will be considered verified and the test results will be used as acceptance sample number one c If the test results from the first Production Sample are outside the tolerances of section 9 -03 8(7), the other two samples will be tested and the results of all three tests will be used for acceptance in accordance with Section 5 -04 5(1) and will be used in the calculation of the CPF the maximum CPF shall be 1 00. 4. Prior to the first day of paving, six Ignition Furnace Calibration Samples shall be obtained to calibrate the Ignition Furnaces used for acceptance testing of the HMA. Calibration samples shall be provided by the Contractor when directed by the Engineer Calibration samples shall be prepared in accordance with WSDOT SOP 728. 5- 04.3(8)A1 General (March 10, 2011 APWA GSP) Delete these sections and replace them with the following- Acceptance of HMA shall be as defined under nonstatistical or commercial evaluation. Nonstatistical evaluation will be used for all HMA not designated as Commercial HMA in the contract documents. 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, prelevel, and pavement repair Other nonstructural applications of HMA accepted by commercial evaluation shall be as approved by the Project Engineer Sampling and testing of HMA accepted by commercial G: \PROJECTS \2011 \11072 \Hines Addition Final Specs.Doc 7 -18 evaluation will be at the option of the Project Engineer Commercial HMA can be accepted by a contractor certification letter stating the material meets the HMA requirements defined in the contract. 5- 04.3(8)A4 Definition of Sampling Lot and Sublot (March 10, 2011 APWA GSP) Delete this section and replace it with the following: For the purpose of acceptance sampling and testing, a lot is defined as the total quantity of material or work produced for each job mix formula (JMF) placed. Only one lot per mix design will be expected to occur. The initial JMF is defined in Section 5- 04.3(7)A Mix Design. The Contractor may request a change in the JMF in accordance with Section 9- 03.8(7). If the request is approved, all of the material produced up to the time of the change will be evaluated on the basis of tests on samples taken from that material and a new lot will begin. For proposal quantities less then 2500 tons sampling and testing for evaluation shall be performed as described in 5- 04.3(7)A, item 3, Field Verification Testing Process. The verification sample referenced in item 3b may be used as an acceptance sample, additional testing will be at the discretion of the Engineer When using a previously verified mix design, testing for volumetric properties may be waived at the engineer's discretion At least one acceptance sample is required when using this method of acceptance. For proposal quantities greater than 2500 tons sampling and testing for evaluation shall be performed as described in 5- 04.3(7)A, item 3, Field Verification Testing Process, for the first 2500 tons of mix placed. The verification sample referenced in item 3b may be used as an acceptance sample for the first 2500 tons of mix placed. Additional testing will be at the rate of one sample per 800 tons of mix placed or as directed by the Engineer When using a previously verified mix design, testing for volumetric properties may be waived at the engineer's discretion. 5- 04.3(8)A5 Test Results (March 10, 2011 APWA GSP) Delete this section and replace it with the following: The Engineer will furnish the Contractor with a copy of the results of all acceptance testing performed in the field at the beginning of the next paving shift. The Engineer will also provide the Composite Pay Factor (CPF) of the completed sublots after three sublots have been produced The CPF will be provided by the midpoint of the next paving shift after sampling. Sublot sample test results (gradation and asphalt binder content) may be challenged by the Contractor For HMA mixture accepted by statistical evaluation with a mix design that did not meet the verification tolerances, the test results in the test section including the percent air voids (Va) may be challenged To challenge test results, the Contractor shall submit a written challenge within 7- calendar days after receipt of the specific test results. A split of the original acceptance sample will be sent for testing to either the Region Materials Laboratory or the State Materials Laboratory as determined by the Project Engineer. The split of the sample with challenged results will not be tested with the same equipment or by the same tester that ran the original acceptance test. The challenge sample will be tested for a complete gradation analysis and for asphalt binder content. The results of the challenge sample will be compared to the original results of the acceptance sample test and evaluated according to the following criteria- Deviation U S. No. 4 sieve and larger Percent passing ±4 0 U.S. No. 8 sieve Percent passing ±2.0 U S. No. 200 sieve Percent passing ±0 4 Asphalt binder Percent binder content ±0 3 Va Percent Va ±0.7 If the results of the challenge sample testing are within the allowable deviation established above for each parameter, the acceptance sample test results will be used for acceptance of the HMA. The cost of testing will be deducted from any monies due or that may come due the Contractor under the Contract at the rate of $250 per challenge sample If the results of the challenge sample testing are G: \PROJECTS \2011 \11072 \Hines Addition Final Specs.Doc 7 -19 outside of any one parameter established above, the challenge sample will be used for acceptance of the HMA and the cost of testing will be the Contracting Agency's responsibility 5- 04.3(8)A7 Test Section — HMA Mixtures (March 10, 2011 APWA GSP) Delete this section 5- 04.3(13) Surface Smoothness (January 5, 2004) The second sentence of this section is revised to read: The completed surface of the wearing course shall not vary more than 1/4 inch from the lower edge of a 10 -foot straightedge placed on the surface parallel to centerline The last paragraph of this section is supplemented with the following When utility appurtenances such as manhole rings and covers and valve boxes are encountered of are to be located within the HMA pavement area, these items are either to be removed or not put in place until after the paving operation has been completed. The location of each utility appurtenance and all Monuments shall be referenced prior to the start of paving operations and a temporary covering shall be placed over the appurtenances to facilitate the continuous paving operation After paving has been completed, the Contractor shall furnish, install and adjust new castings on all new and existing public utility structures and new monument cases for all monuments as shown on the plans. Utility casting shall not be adjusted until the paving is complete. After which, the center of each structure and each monument shall be relocated from the references previously established by the Contractor The HMA shall be cut and removed to a neat circle, the diameter of which shall be equal to the outside diameter of the rim plus two feet. The new rim shall be placed on cement concrete or adjustment rings and wedged up to the desired grade The base materials shall be removed and Class 3000 cement concrete shall be placed within the entire volume of the excavation up to, but not to exceed, 1 -1/2 inches below the finished pavement surface On the following day, the concrete, the edges of the HMA and the outer edge of the casting shall be painted with a hot asphalt tack coat. HMA Class 3/8 In shall then be placed and compacted with hand tampers and a patching roller The completed patch shall match the existing paved surface for texture, grade. The joint between the patch and existing pavement shall then be cement or asphalt emulsion and shall be immediately covered with dry asphalt cement solidifies 5- 04.3(15) HMA Road Approaches Add the following verbiage to the first sentence of this section. "or reconstructed" after the word "constructed" 5- 04.3(17) Paving Under Traffic Revise the last paragraph of Section 5 -04 3(17) as follows density and uniformity of painted with hot asphalt paving sand before the Change the phrase "except cost of temporary pavement markings," to "including the cost of temporary pavement markings," I G: \PROJECTS \2011 \11072 \Hines Addition Final Specs.Doc 7 -20 1 5- 04.5(1)A Price Adjustments for Quality of HMA Mixture (March 10, 2011 APWA GSP) Delete the first paragraph and table and replaced them with the following: Statistical analysis of quality of gradation and asphalt content will be performed based on Section 1- 06.2 using the following price adjustment factors. Table of Price Adjustment Factors Constituent Factor "f" All aggregate passing 1 '/2 ", 1 ", 3/ ", ' '/2 ", 3/8" and No 4 sieves 2 All aggregate passing No. 8 15 All aggregate passing No. 200 sieve 20 Asphalt binder 52 Delete items 1 -3 in Paragraph two and replaced with the following• A pay factor will be calculated for sieves listed in Section 9- 03.8(7) for the class of HMA and for the asphalt binder. 1. Nonstatistical Evaluation. Each lot of HMA produced under Nonstatisical Evaluation and having all constituents falling within the tolerance limits of the job mix formula shall be accepted at the unit contract price with no further evaluation. When one or more constituents fall outside the nonstatistical acceptance tolerance limits in Section 9 -03 8(7), the lot shall be evaluated in accordance with Section 1 -06.2 to determine the appropriate CPF The nonstatistical tolerance limits will be used in the calculation of the CPF and the maximum CPF shall be 1.00 When less than three sublots exist, backup samples of the existing sublots or samples from the street shall be tested to provide a minimum of three sets of results for evaluation 2 Commercial Evaluation. If sampled and tested, HMA produced under Commercial Evaluation and having all constituents falling within the tolerance limits of the job mix formula shall be accepted at the unit contract price with no further evaluation. When one or more constituents fall outside the commercial acceptance tolerance limits in Section 9- 03.8(7), the lot shall be evaluated to determine the appropriate CPF. The commercial tolerance limits will be used in the calculation of the CPF and the maximum CPF shall be 1.00. When less than three sublots exist, backup samples of the existing sublots or samples from the street shall be tested to provide a minimum of three sets of results for evaluation. ■ For each lot of HMA produced under Nonstatistical or Commercial Evaluation when the calculated CPF is less than 1 00, a Nonconforming Mix factor (NCMF) will be determined. The NCMF equals the algebraic difference of CPF minus 1.00 multiplied by 60 percent. The Job Mix Compliance Price Adjustment will be calculated as the product of the NCMF, the quantity of HMA in the lot in tons, and the unit contract price per ton of the mix. If a constituent is not measured in accordance with these Specifications, its individual pay factor will be considered 1 00 in calculating the composite pay factor 5- 04.5(1)B Price Adjustments for Quality of HMA Compaction (March 10, 2011 APWA GSP) Delete this section and replace it with the following: The maximum CPF of a compaction lot is 1.00 For each compaction lot of HMA when the CPF is less than 1.00, a Nonconforming Compaction Factor (NCCF) will be determined THE NCCF equals the algebraic difference of CPF minus 1.00 multiplied by 40 percent. The Compaction Price Adjustment will be calculated as the product of the NCCF, the quantity of HMA in the lot in tons and the unit contract price per ton of the mix. G: \PROJECTS \2011 \11072 \Hines Addition Final Specs.Doc 7 -21 DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS AND CONDUITS 7 -04 STORM SEWERS 7 -04.1 Description This section is supplemented with the following- The term "storm drain(s)" shall mean the same as storm sewer(s). UNDERDRAIN INFILTRATION PIPE The perforated underdrain pipe approved for use on this project for infiltration trench systems shall be as follows- Pipe, Corrugated High Density Polyethylene (CPEP) pipe, couplings, and fittings shall comply with all the requirements of Section 9- 05.2(8) of the Standard Specifications DRAIN ROCK. Drain rock for use as backfill for the perforated underdrain pipe in the infiltration trench system shall be clean coarse aggregate conforming to the requirements for Gravel Backfill for Drywells, as specified in Section 9- 03.12(5) of the Standard Specifications. 7 -04.5 Payment This section is supplemented with the following- The unit price bid for "12 -Inch Underdrain Pipe Infiltration Trench System, in Place," per linear foot sum, shall be full compensation for all labor, tools, equipment, and incidental costs required to construct the infiltration trench systems, including excavation, dewatering, drain rock, geotextile fabric, plastic membrane, fittings, perforated underdrain pipe, connection to manholes or catch basins, backfilling and compaction, complete in place, as shown on the Plans and as specified herein. Payment for "Select Backfill, as Directed" shall be made at the unit contract price per cubic yard, which shall be full compensation for furnishing, hauling, placing, and compacting the material where directed by the Engineer. "Shoring or Extra Excavation" shall be paid for by the linear foot. 7 -05 MANHOLES, INLETS, CATCH BASINS, AND DRYWELLS 7 -05.2 Materials This section is supplemented with the following. Precast Concrete Manhole- Stormwater pretreatment manholes shall be approved by the Washington State Department of Ecology (DOE) with a General Use Level Designation (GULD), capable of 50% removal of fine (50 micron mean size) and 80% removal of coarse (125 micron mean size) total suspended solids (TSS) for influent concentrations greater than 100 mg /L, but less than 200 mg /L, as required by DOE Pretreatment manholes shall be constructed of pre -cast concrete manhole sections, flat top slab, and adjustment sections (similar to WSDOT Catch Basin Type 2, Std Plan B- 10.20 -00), with cast iron covers as described above. The pretreatment insert shall be constructed of fiberglass and /or steel materials that are corrosion resistant. Manhole safety steps shall be provided as shown on the Plans and the pretreatment insert shall act as a platform for maintenance purposes. G: \PROJECTS\2011 \11072 \Hines Addition Final Specs.Doc 7 -22 The basis of design for this project is the 48 -inch diameter Contech CDS model 2015 -4. Approved alternate pretreatment manholes include the Stormceptor® model 450i. All required elevation adjustments with the use of approved alternate products(s) shall be the responsibility of the Contractor. The pretreatment manhole shall be capable of handling the specified water quality flows and shall incorporate a bypass within the unit to handle the specified peak flows. The pretreatment manhole shall be capable of incorporation multiple inlets /outlets, with the inlet and outlet pipes at 90 degrees to each other. Inlet/outlet pipe elevation drop shall be as recommended by the manufacture Access to pretreatment insert ports and openings for maintenance shall be achieved through the cast iron cover(s). i7 -05.5 Payment This section is supplemented with the following. The unit price bid for "Pretreatment Manhole 48 In. Diam." Per each shall be full compensation for all labor, tools, materials, equipment and incidentals necessary for a complete installation of the pretreatment unit as specified in this Section. In addition to the items listed above for measurement and payment for manhole construction, payment per each shall be full compensation for foundation construction including crushed surfacing and cement concrete, excavation and backfilling, and adjustment of the manhole to finished grade including trimming and removal of asphalt concrete pavement, cement concrete pad, tack coat, and HMA pavement, complete and in place. Shoring or extra excavation shall be included in the unit price bid for "Shoring or Extra Excavation," as measured per linear foot of pipeline installed, and no separate payment will be made for that work required for manhole construction. 7 -17 SANITARY SEWERS 7 -17.2 Materials Add the following: The sanitary sewer pipe approved for use on this project shall be as follows: PVC Sewer Pipe (Gravity): Polyvinyl chloride pipe with flexible gasketed joints shall conform with requirements of SECTION 9 -05 12 of the Standard Specifications (ASTM designation D 1 3034 SDR 35). Pipe joint type for restrained gasket. PVC fittings for PVC sewer pipe such as tees, wyes, elbows, plugs, caps, etc., shall be flexible gasket joint fittings acceptable for use and connection to PVC sewer pipe Detectable Marker Tape: Marker tape shall be a detectable type and shall be marked "SEWER," and shall conform to SECTION 9 -15 18 of the Standard Specifications. 7 -17.3 Construction Requirements This Section of the Standard Specifications states that sanitary sewer shall be constructed in accordance with Section 7 -08.3. The following revisions and additions to Section 7 -08 3 are for sanitary sewer construction only, unless stated otherwise in these Special Provisions. Section 7- 08.3(1)C Pipe Zone Bedding shall be modified by adding the following- '— The imported pipe bedding to be utilized for the trench backfill shall be crushed gravel, placed and compacted in layers as designated by the Engineer The crushed gravel backfill shall consist of the fine product resulting from crushing stone and shall conform to Section 9- 03.9(3) CRUSHED SURFACING TOP COURSE. 1 G: \PROJECTS \2011 \11072 \Hines Addition Final Specs.Doc 7 -23 Replace the second paragraph of Section 7- 08.3(2)A Survey Line and Grade with the following. The Contractor shall use laser equipment for establishing line and grade in the ditch for laying the sanitary sewer pipe. Add the following to Section 7 -08 3(2)B Pipe Laying - General- Detectable marker tape shall be installed over non - metallic sewer lines. The tape shall be placed approximately three feet above the top of the pipe and shall extend its full length. The horizontal location of the tape shall vary no more than 2 feet from the centerline alignment of the sanitary sewer. Section 7- 08.3(3) Backfilling shall be modified by adding the following. Street crossing trenches and other locations as directed by the Engineer shall be backfilled for the full depth of the trench with select backfill meeting the requirements for crushed surfacing base course, Section 9- 03.9(3) of these Special Provisions The third, fourth, and fifth sentences of the fourth paragraph of Section 7 -08 3(3) Backfilling shall be replaced 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 water. 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. All costs associated with material / testing shall be the responsibility of the City. 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 3 working days prior to beginning trench excavation and backfill operations and the Engineer will 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. Payment for water settling and /or mechanical compaction shall be included in the unit price bid for " -Inch Sanitary Sewer Pipe, in Place." 7- 17.3(2) Cleaning and Testing 7- 17.3(2)A General Add the following- All sewers and appurtenances shall be cleaned and tested after backfilling. Both infiltration and exfiltration testing of the gravity sewer pipeline will be required Deflection testing of the pipeline will also be required, 15 days after completion of backfill and compaction. G: \PROJECTS\2011 \11072 \Hines Addition Final Specs.Doc 7 -24 7 -17.5 Payment All the following to the second paragraph: r' The unit price bid for " -Inch Sanitary Sewer Pipe, n Place," per linear foot, shall be full compensation for all labor, tools, equipment, and materials necessary to complete this item in place as shown on the Plans, including trench excavation, trench dewatering, bedding, imported pipe bedding material in the pipe zone, laying and jointing of pipe, fittings, connection to new or existing manholes, backfilling, flushing, testing, and cleanup Add the following: "Shoring or Extra Excavation" shall be measured and paid for by the linear foot and shall be full compensation for providing either shoring to limit the width of excavation and provide safe trench conditions, or extra excavation and backfill to backslope the trench sides, including surface restoration beyond the designated payment limits. Payment for "Select Backfill, as Directed" will be made at the unit contract price per cubic yard, which shall be full compensation for furnishing, hauling, placing, and compacting the material where directed by the Engineer. Replace the sixth item listed, and the paragraph which follows, with the following: No separate measurement and payment will be made for testing sewer pipe. Payment for cleaning and testing sewer pipe shall be included in the price bid for " -Inch Sanitary Sewer Pipe, in Place" and no additional payment will be made therefor. 7 -18 SIDE SEWERS 7- 18.3(1) General Add the following: Side sewers shall be the same diameter from the building to the main sanitary sewer unless an increase in size is necessary as a result of connecting additional structures to the side sewer. The minimum pipe diameter shall be 4 inches. Larger sizes, if required, will be as shown on the Plans. Pipelines shall be installed at a minimum slope of 1/4 -inch per foot whenever practicable. Flatter slopes will be allowed where it is impractical, due to the depth of the main sanitary sewer or structural features, to maintain the minimum slope of 1/4 -inch per foot. Allowable minimum flatter slopes are 1/8 -inch per foot for 4- through 6 -inch diameter pipes, and 1/16 -inch per foot for 8 -inch diameter and larger pipe. Cleanouts shall be of the same size and type of material as the side sewer in which they are installed. Provide side sewer cleanouts at the following minimum locations: - At the outside of the structure. - At intervals not to exceed 100 feet in straight pipe runs. - At the end of aggregate changes in direction exceeding 90 degrees. - At other locations deemed necessary by the Engineer. Manholes may be used in lieu of cleanouts and shall be placed at intervals not to exceed 300 feet. If manholes are used, the minimum location requirements for cleanouts will apply except for spacing in straight runs. Manholes are required in side sewers 8- inches in diameter and larger and shall be placed at all changes in horizontal alignment or vertical grade. Grade bottom of the trench to the line and grade to which the pipe is to be laid, with allowance for pipe thickness and imported pipe bedding. Remove hard spots which would prevent a uniform IG: \PROJECTS\2011 \11072 \Hines Addition Final Specs.Doc 7 -25 thickness of bedding. Before laying each section of pipe, check the grade and correct any irregularities found The trench bottom shall form a continuous and uniform bearing and support for the pipe. Carefully place imported pipe bedding material around the pipe so the pipe barrel is completely supported and no voids or uncompacted areas are left beneath the pipe. Place remaining backfill material in uniform layers and compact each layer, taking care not to damage the side sewer. Imported pipe bedding will be required The trench shall be backfilled with imported pipe bedding from 3 inches below the bottom of the pipe to 3 inches above the top of the pipe. Side sewers shall not be backfilled prior to inspection by the Engineer The completed sewer shall provide a continuous connection from the structure to the main sanitary sewer and shall show no signs of possible leakage All deficiencies shall be corrected as directed by the Engineer prior to the backfilling and acceptance of the side sewer 7- 18.3(3) Testing Replace the entire section with the following: Side sewers shall be tested up to the property line, or nearest joint thereto, simultaneously with the sanitary sewer main, for both the required infiltration and exfiltration tests. The Contractor shall provide all fittings necessary to test the side sewers as outlined in SECTION 7- 17.3(4) of the Standard Specifications. That segment of the side sewer between the property line and the building structure may be tested with the main line, or separately, and the Contractor may install a tee fitting at the property line to facilitate testing All necessary test fittings shall be removed and all openings plugged at the completion of the test. 7 -18.5 Payment Delete and replace with the following. The unit contract price for " -Inch Sanitary Side Sewer, in Place," per linear foot, shall be full compensation for all labor, tools, equipment, and materials required to complete this item in place including trench excavation, trench dewatering, bedding, imported pipe bedding material in the pipe zone, fittings, connection to existing side sewer line or end caps, rebar markers, and marker posts as appropriate, tracer tape, backfilling, compaction, and testing as shown on the Plans and as directed in the Specifications. DIVISION 8 MISCELLANEOUS CONSTRUCTION 8 -01 EROSION CONTROL AND WATER POLLUTION CONTROL 8 -01.3 Construction Requirements 8 -01.3 General The tenth paragraph of Section 8 -01 3(1) is revised to read. Erodible Soil Eastern Washington Erodible soil not being worked whether at final grade or not, shall be covered within the following time period using an approved soil cover practice. July 1 through September 30 30 days October 1 through June 30 15 days G: \PROJECTS \2011 \11072 \Hines Addition Final Specs.Doc 7 -26 8 -14 CEMENT CONCRETE SIDEWALKS 8- 14.3(3) Placing and Finishing Concrete This section is supplemented 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 Sidewalk ramps shall be constructed at all intersections as shown on the Detail Sheet and at a width shown on the plans. 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 Details and Specifications, no further sidewalk construction will be allowed until corrections have been made to said equipment. 8 -14.4 Measurement Replace the second sentence of the first paragraph to read: Measurement of sidewalk ramps will be per each regardless of type. 8 -14.5 Payment Change second paragraph to read: 1. "Cement Concrete Sidewalk -Inch Thick," per square yard. 2. "Cement Concrete Sidewalk Ramp," per each Payment for crushed surfacing top course placed for sidewalk and ramp subgrade shall be incidental to other items of work. 8 -20 ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, AND ELECTRICAL 8 -20.1 Description This section is supplemented with the following: The work under this item includes furnishing and installation of underground PVC conduits with pull rope, pull boxes, conductors, street lights, luminaries, lamps, cement concrete anchor bases, anchor bolts, and electrical service for a complete installation ready for service. 11 G: \PROJECTS \2011 \11072 \Hines Addition Final Specs.Doc 7 -27 8 -20.2 Materials This section is supplement with the following: The provisions of Section 9 -29 shall apply, except for the following modifications or additions. Conduit: Below grade conduit on this project shall be gray, electrical grade, Schedule 40 PVC, conforming to NEMA TC 2 PVC - Coated Rigid Steel Conduit and Fittings shall be used for all bends, entrances, and exits of pull boxes and where required by code, and shall conform to NEMA RN 1. All 90- degree elbows shall be galvanized steel. Light Standards- Poles and arms shall be tapered aluminum per City Standard Detail E 1 Anchor bolts, nuts, and washers shall be hot - dipped galvanized over their entire length per ASTM A -153 All poles, arms and accessories shall be furnished by the same manufacturer. Luminaire poles shall have eight (8) foot arms and provide a nominal fixture mounting height of thirty (30) feet. Arms shall be attached to the poles using a bolted simplex mounting and shall be Valmont DS -32 or Ameron Series N tapered luminaire arms, suitable for a 2 -inch slip fit luminaire mount. The pole base shall be of the "fixed" type Handholes shall be 4 inches by 6 -1/2 inches, located 18 inches above the base A % -inch NC ground stud shall be located inside the handholes. Accessories shall include anchor bolts (each with heavy hex nuts and washers) as sized by the manufacturer, bolt templates, full base covers, and pole end caps Luminaires- Luminaires shall be Tanko streetlighting services Cobra head style per city Standard Detail E -1 All luminaries shall be without individual photoelectric controls unless otherwise noted The ballast and other major electrical components are to be mounted on a modular assembly so that the fixture can easily be converted to a 400 Watt fixture at a future date The luminaire ANSI light distribution type shall be SC II. High pressure sodium lamps shall have a 24,000 hour rated life Service Cabinets A 200 AMP modified Type B service cabinet rated NEMA 3R is required as detailed in Standard Plan J -3b. 8- 20.2(1) Equipment List And Drawings Delete the first paragraph and replace it with the following The contractor shall submit all shop drawings, sample articles, catalog cuts, and Requests for Approval of Material Source (RAMS) for electrical items at the Pre - Construction Conference The Contractor shall order all major electrical items within ten working days of approval of these submittals and shall provide a copy of the order authorization, purchase order, or release -to -ship to the Engineer No extension of contract working days or suspension of contract time shall be granted due to the Contractor's failure to submit RAMS and /or order electrical items in accordance with this paragraph Item No 1 in the fourth paragraph of Section 8 -20 2(1) of the Standard Specifications shall be replaced with the following 1. Light standards with or without pre- approved plans. 8- 20.3(2) Excavation And Backfill Delete the first paragraph and replace it with the following- The excavation required for the installation of conduit, cement concrete anchor bases, and pullboxes shall be performed in such a manner as to cause the least possible injury to streets, sidewalks, and other improvements The trenches shall not be excavated wider than necessary for the proper installation of the conduit and pullboxes Anchor base excavation shall be augered or dug by hand with proper care to avoid damage to other utilities Excavation shall not be performed until immediately prior to installation of conduit and /or structures. The material from the excavation shall G: \PROJECTS \2011 \11072 \Hines Addition Final Specs.Doc 7 -28 be placed so as to cause the least interference to vehicular and pedestrian traffic and to surface drainage. All surplus excavated material shall be removed and disposed of by the Contractor Back - filling shall be as shown on the Plans and shall conform to the provisions specified herein. Compac- tion of conduit trenches and structure backfill shall be accomplished by a method which will result in backfill compacted to at least 95 percent of maximum density. 8- 20.3(6) Junction Boxes Replace the first paragraph with the following- The terms "pullbox" and "junction box" are considered interchangeable Pullboxes shall be constructed as shown on the Plans and in accordance with the Washington State Department of Transportation's Standard Plan J- 40.10 -01 Type 1 L. The pullboxes shall be installed true to line and grade. The Contractor shall provide a good, firm foundation for the bearing surface edges of the pullboxes. The pullboxes shall be placed adjacent to the lighting or signal standard foundations and shall be separated from other concrete surfaces by an expansion joint. 8- 20.3(10) Electrical Service This section is supplemented with the following- Install Type B Modified electrical service per Standard Plan J -3b The meter and service enclosure shall be strut mounted and the service enclosure shall be rated NEMA 3R. A photoelectric control shall be installed on the service cabinet, as shown in Standard Plan J -3b. The service cabinet shall be provided with provisions for a future 30 AMP signal circuit and additional 30 AMP lighting circuit. The Contractor shall submit shop drawings for all new services The shop drawings shall show the proposed service panel layout, wiring schematics, circuit breaker layouts, attachment and installation details. All of the work shall meet the requirements of the local electrical utility company, Pacific Power, and the National Electric Code. The Contractor shall provide conduits to the proposed service locations shown on the Plans and shall coordinate the location of the service(s) with Pacific Power. 8- 20.3(13)A Light Standards This section is supplemented with the following: Light standards shall have square base flanges requiring four (4) anchor bolts for connection to foundation. Anchor bolt covers shall be provided on all light standards. Handholes in light standards shall be face toward the sidewalk If no sidewalk is constructed, the handholes shall face toward the street. 8 -20.5 Payment Delete the entire Section and replace it with the following. The lump sum contract price for "Illumination System, Complete" shall be full compensation for fur- nishing all labor, materials, tools, equipment and incidentals necessary to construct a complete illumination and electrical system as shown on the Plans and herein specified, including excavation, backfilling, concrete foundations, street light poles, luminaries, lamps, electrical service, pull boxes, conduit, imported gravel pipe bedding material in the pipe zone, wiring, restoring facilities destroyed or damaged during construction, and making all required tests. All additional materials and labor not shown on the Plans or called for herein and which are required to complete the various systems shall be considered as incidental to the construction and be included in the lump sum contract price, and no additional compensation shall be allowed. G: \PROJECTS \2011 \11072 \Hines Addition Final Specs. Doc 7 -29 STANDARD PLANS January 3, 2011 The State of Washington Standard Plans for Road, Bridge and Municipal Construction M21 -01 transmitted under Publications Transmittal No PT 09 -013, effective January 3, 2011 is made a part of this contract. The Standard Plans are revised as follows- B-1 0.20 and B10.40 Substitute "step" in lieu of "handhold" on plan C -1 Note 6 is revised as follows Type 1 -_ is replaced with a blank (fill -in) following Type _- C-1 b Note 5 is revised as follows Type 1 -_ is replaced with a blank (fill -in) following Type = C -3, C -36, C -3C Note 1 is revised as follows: replace reference F -2b with F -10.42 C -5 Note 1 Attach guardrail to bridge rail or concrete barrier with 7/8" diameter high strength bolts Standard Spec. 9 -06 5(4), with thin slab ferrule inserts or resin bonded anchors. See Contract Plans. Is revised as follows. Attach guardrail to bridge rail or concrete barrier with 7/8" diameter bolts per Standard Spec. 9- 06.5(4), with thin slab ferrule inserts or resin bonded anchors See Contract Plans. C -7 Note 2 Attach guardrail to bridge rail or concrete barrier with 7/8" diameter high strength bolts (Standard Spec 9- 06.5(4)), with thin slab ferrule inserts or resin bonded anchors. See Contract Plans Is revised as follows: Attach guardrail to bridge rail or concrete barrier with 7/8" diameter bolts (5 MIN ) per Standard Spec 9- 06.5(4), with thin slab ferrule inserts or resin bonded anchors See Contract Plans C -7a Note 1 Attach guardrail to bridge rail or concrete barrier with 7/8" diameter high strength bolts (Standard Spec 9 -06 5(4)), with thin slab ferrule inserts or resin bonded anchors See Contract Plans Is revised as follows: Attach guardrail to bridge rail or concrete barrier with 7/8" diameter bolts (5 MIN ) per Standard Spec 9 -06 5(4), with thin slab ferrule inserts or resin bonded anchors. See Contract Plans. C-1 4a SECTION B, callout — 1Y2" PVC CONDUIT (TYP ) is revised to read 1'W, PVC CONDUIT (TYP) callout (mark) 8 #9 — 36" (TYP ) is revised to read callout (mark) 8 #8 — 36" (TYP ) EPDXY BAR EXPANSION JOINT DETAIL, callout (mark) W #9 (epoxy coated symbol) — 36" (TYP ) is revised to read callout (mark) 8 #8 (epoxy coated symbol) — 36" (TYP ) C20.40 Plan View, Remove (Cases 19A & B -31) (Case 20 -31) (case 21 -31) from the span dimension D -3 Sheet 1, Key Note 1, the term "Low Survivability" is revised to "Moderate Survivability" D -3b G: \PROJECTS \2011 \11072 \Hines Addition Final Specs.Doc 7 -30 Key Note 7,reference D -3a is revised to D -3.10 TYPICAL SECTION, lower left corner, reference D -3a is revised to D -3.10 D -3c Key Note 7, reference D -3a is revised to D -3.10 TYPICAL SECTION, lower left corner, references (2x) D -3a are revised to D -3.10 G -24.40 Existing callout - CORNER BOLT (TYP.) New callout - CORNER BOLT OR SHOULDER BOLT (TYP) G -24.60 ELEVATION, upper left corner, callout W6x12 STEEL SIGN POST (TYP.) is revised to read: STEEL SIGN POST (TYP ) -(See Contract Plans for Post Sizes) ELEVATION, upper center, callout Steel Sign Post- (W6x12 through W10x26--See Contract) is revised to read: Steel Sign Post (Typ ) -(See Contract Plans for Post Sizes) Both Elevations, dimension for "post height" should be to the top of the post not the sign J -1f Note 2, reference to J -7d is revised to J -15 15 J -3b Sheet 2 of 2, Plan View of Service Cabinet, Boxed Note, "SEE STANDARD PLAN J -6C " is revised to read. "SEE STANDARD PLAN J -10 10. " J -7c Note 3, reference to J -7d is revised to J -15.15 J -10.10 Sheet 1, Plan Note 11. If the slope is 3H•1V or steeper, special considerations may be necessary for safety reasons Easier access using a stairway may be used See Plan Sheet Library RD -15 for details. Coordinate with Maintenance and Project Engineer. Is revised to read as follows. If the slope is 3H:1 V or steeper, special considerations may be necessary for safety reasons. Easier access using a stairway may be prudent. Contact WSDOT Bridge and Structures office for stairway design. J-1 6b Key Note 1, reference to J-1 6a is revised to J -40.36 J-1 6c Key Note 1, reference to J-1 6a is revised to J -40.36 J -20.10 Sheet 2, 2 -Way Mounting Angle Detail, Dimension 1 625" is revised to 1 8125" Dimension 2 375" is revised to 2.1875" J -21.10 Sheet 1, Detail C, callout 4 -3/4" x 2' -6" Anchor Bolt (Typ )-VASTM A -307 or F 1554 GR 36 (See Note 4) is revised to 3/4" x 2' -6" Anchor Bolt (Typ of 4) —ASTM A -307 or F 1554 GR 36 (See Note 4) Sheet 2, Detail F, callout 3 -3/4" x 2' -6 "x4" Anchor Bolt (Typ ) —ASTM A -307 or F 1554 GR 36 (See Note 4) is revised to 3/4" x 2' -6" Anchor Bolt (Typ of 3) —ASTM A -307 or F 1554 GR 36 (See Note 4) K -80.30 rG: \PROJECTS \2011 \11072 \Hines Addition Final Specs.Doc 7 -31 In the NARROW BASE, END view, the reference to Std Plan C -8e is revised to Std. Plan K -80 35 L- 20.10, Sheet 1 Delete all references to tension cable and substitute tension wire. Add knuckled selvage is required on the top edge of the fence fabric ' L- 20.10, Sheet 2 Delete all references to tension cable and substitute tension wire All rope thimbles, wire rope clips and seizing are not required L- 30.10, Sheet 1 Delete all references to tension cable and substitute tension wire L- 30.10, Sheet 2 Delete all references to tension cable and substitute tension wire. All rope thimbles, wire rope clips and seizing are not required M -1.60 COLLECTOR DISTRIBUTOR ROAD OFF- CONNECTION, taper dimensions of 225' MIN is changed to 300' MIN M -65.10 PERSPECTIVE VIEW, add dim "SEE NOTE 1" to right side of PERSPECTIVE VIEW To clarify that the requirement must be met on both sides of the roadway The following are the Standard Plan numbers applicable at the time this project was advertised The date shown with each plan number is the publication approval date shown in the lower right -hand corner of that plan. Standard Plans showing different dates shall not be used in this contract. A -10 10 -00. ..8/07/07 A- 30.35 -00 10/12/07 A -50 20 -01 9/22/09 A-1020-00. .10/05/07 A -40 00- 00.... 8/11/09 A -50 30 -00 11/17/08 ' A -10 30 -00 10/05/07 A -40 10- 01........8/11/09 A -50 40 -00 11/17/08 A -20 10 -00 .8/31/07 A- 40.15 -00 .8/11/09 A- 60.10 -01 .10/14/09 A -30 10 -00 .. 11/08/07 A -40 20 -00 .......9/20/07 A- 60.20 -01 . 8/11/09 A -30 15 -00 . .11/08/07 A- 40.50 -00 ...11/08/07 A- 60.30 -00 11/08/07 A -30 30 -00. 11/08/07 A -50 10 -00 11/17/08 A- 60.40 -00 .8/31/07 B- 5.20 -00 6/01/06 B- 30.50 -00 . 6/01/06 B -75 20- 01......6/10/08 B- 5.40 -00 .6/01/06 B- 30.70 -01 ... 8/31/07 B -75 50 -01 6/10/08 B- 5.60 -00 6/01/06 B -30 80 -00 ..6/08/06 B- 75.60 -00. 6/08/06 B -10 20 -00.. 6/01/06 B- 30.90 -01 9/20/07 B- 80.20 -00.. 6/08/06 B -10 40 -00 . 6/01/06 B -35 20 -00 .6/08/06 B -80 40 -00... .6/01/06 B -10 60 -00 .6/08/06 B -35 40 -00 .. .6/08/06 B- 82.20 -00 6/01/06 B- 15.20 -00.. 6/01/06 B- 40.20 -00 6/01/06 B- 85.10 -01.. .. 6/10/08 B- 15.40 -00. 6/01/06 B -40 40 -01 6/16/10 B- 85.20 -00 . 6/01/06 B- 15.60 -00 ..6/01/06 B- 45.20 -00 ...6/01/06 B -85 30 -00 6/01/06 B- 20.20 -01 ... 11/21/06 B -45 40- 00 ..... . 6/01/06 B- 85.40 -00 .6/08/06 B- 20.40 -02 6/10/08 B -50 20- 00.... 6/01/06 B- 85.50 -01 6/10/08 ' B- 20.60 -02. 6/10/08 B -55 20- 00 .... . 6/01/06 B- 90.10 -00 6/08/06 B -25 20 -00 ... .6/08/06 B- 60.20 -00 6/08/06 B- 90.20- 00.......6/08/06 B -25 60 -00.. ..6/01106 B- 60.40 -00 6/01/06 B -90 30 -00.. ..6/08/06 B -30 10- 00.......6/08/06 B -65 20 -00 .6/01/06 B -90 40- 00.... 6/08/06 B- 30.20 -01 . 11/21/06 B- 65.40 -00 .6/01/06 B- 90.50 -00 ....6/08/06 B -30 30 -00 ...... 6/01/06 B- 70.20 -00... 6/01/06 B- 95.20 -01.. ..2/03/09 B -30 40 -00 ..... 6/01/06 B -70 60 -00 6/01/06 B- 95.40- 00.... 6/08/06 C -1 .. .. . .2/10/09 C -4e.. 2/20/03 C-1 4i ........... ..2/10/09 C -1 a. ...... 10/14/09 C -4f ..6/30/04 C-1 4j ...........12/02 /03 C -1 b . .........6/3/10 C -5 10/14/09 C-1 4k ............. 2/10/09 C -1 c .......5/30/97 C -6 5/30/97 C-1 5a ...... 7/3/08 G: \PROJECTS \2011 \11072 \Hines Addition Final Specs.Doc 7 -32 C -1 d ......... .... 10/31/03 C- 2 ... ...... 1/06/00 C -2a .. 6/21/06 C -2b .... ... 6/21/06 C -2c ............6/21 /06 C- 2d ..................6/21 /06 C-2e.. .. .... . ...6/21/06 C -2f ................... 3/14/97 C- 2g .................. 7/27/01 C- 2h ....... ......3/28/97 .. 11/10/05 C- 2i ............ ....3/28/97 C -2j .............6/12 /98 C- 2k ..................7/27/01 D -2 38 -00. C -2 n ................. 7/27/01 C -2 o ............... 7/13/01 C -2p .............10 /31/03 C -3 ...............10 /04/05 C- 3a ...............10/04/05 C- 14b..... C -3b .. . .... 10/04/05 C- 3c ................6/21 /06 C -4b ..... ..... 6/08/06 C -4b . .. .. ....6/08/06 D- 2.02 -00.. . .11/10/05 D- 2.04- 00.... 11/10/05 D- 2.06- 01 ........ 1 /06/09 D- 2.08- 00.... 11/10/05 D- 2.10- 00 ........ 11 /10/05 D -2 12 -00 ..11/10/05 D -2 14 -00 ..11/10/05 D- 2.16 -00 ... 11/10/05 D -2 18 -00 .....11/10/05 2/10/09 D- 2.20 - 00 ... .... 11 /10/05 D- 2.30 - 00 ...... .11 /10/05 D-2.32-00 ..... .. 11/10/05 D -2 34 -01 . 1/06/09 D- 2.36- 02..... 1/06/09 D -2 38 -00. ..11/10/05 D- 2.40 -00 .. 11/10/05 D- 2.42 -00 .. 11/10/05 E- 1 .................2 /21 /07 E -2 ............ ..5/29/98 C-6a ...... . . .. .. 10/14/09 C- 6c ...............1 /06/00 C -6 d ..... .. ...... 5/30/97 C -6f. ... . . .7/25/97 C- 7 .............. 10/31/03 C -7a ..... ..10/31/03 C- 8 .................. 2/10/09 C- 8a .................. 7/25/97 C- 8b ...... ......... 2/10/09 C- 8e....... .... 2/21/07 C- 8f ............... .6/30/04 C -10 ............... 6/3/10 C- 13 ...................7 /3/08 C-1 3a ................ 7/3/08 C-1 3b ..............7 /3/08 C -13c .. ..7/3/08 C -14a.. ..7/3/08 C- 14b..... ....7/26/02 C- 14c. .......... . 7/3/08 C- 14d... ..... .7/3/08 C-1 4e .............. 7/3/08 C-1 4h ...............2/10/09 7/3/08 D -2 44-00. ....11/10/05 D- 2.46 - 00.. ..... 11 /10/05 D- 2.48 -00... ..11/10/05 D-2.60-00 ... .... 11/10/05 D- 2.62 -00 .. 11/10/05 D- 2.64- 01 ........ 1 /06/09 D- 2.66- 00 ........ 11 /10/05 D -2 68- 00.. ..... 11 /10/05 D- 2.78- 00.... 11/10/05 D- 2.80 - 00. ...... 11 /10/05 D -2 82 -00... .11/10/05 D- 2.84 -00 .. .11/10/05 D -2 86- 00 ........ 11 /10/05 D- 2.88 -00 .. ...11/10/05 D-2.92-00. . ..11/10/05 D-3..............6/16/10 ...10/14/09 D- 3.10 -00 6/16/10 E -4 . .. . .....8/27/03 E- 4a .................8/27/03 C-1 5b .. ...7/3/08 C-1 6a ..... .6/3/10 C -16b .... 6/3/10 C- 20.14 -01... 10/14/09 C -20 15 -00.. .10/14/09 C- 20.18 - 00....10/14/09 D -10 15 -01 C- 20.19- 00..... 10/14/09 C- 20.40- 01......10/14/09 D- 10.25- 00......... C -20 42- 01..... 10/14/09 C- 22.14- 01 ........ 6/3/ 10 C- 22.16- 01 ........ 6/3/ 10 C -22 40- 02..... 6/16/10 C -23 60 -01. .10/14/09 C- 25.18- 01..... .9/20/07 C- 25.20- 04.... 10/14/09 C- 25.22 -03. ...10/14/09 C- 25.26 - 01.....10/14/09 C -25 80 -01 .7/3/08 C -28 40- 00....... 2/06/07 C- 40.14 -01 ......6/3/ 10 C- 40.16 -01 .. . 6/3/10 C- 40.18 -01 . .10/14/09 C -90 10- 00..... 7/3/08 D- 3.11 -00 6/16/10 D -3b .. .......6/30/04 D- 3c ...............6/30/04 F- 10.62- 01........9/05/07 D -4 . . .. 12/11/98 D- 6 ..................6 /19/98 D- 10.10 - 01....12/02/08 .7/3/08 D -10 15 -01 .12/02/08 D- 10.20 -00 . 7/8/08 D- 10.25- 00......... 7/8/08 D- 10.30- 00......... 7/8/08 D- 10.35 -00 ....7/8/08 D-1 0.40-01.. .. 12/02/08 D- 10.45- 01......12/02/08 D -15 10 -01 . 12/02/08 D- 15.20- 01 ........ 1 /06/09 D- 15.30 -01. ..12/02/08 F- 10.12 -01. .. 6/3/10 F- 10.62- 01........9/05/07 F- 4014 -01.. ....6/3/10 F- 10.16 -00 ... 12/20/06 F- 10.64 -02.. .7/3/08 F- 4015 - 01........6/3/10 G- 24.30 -00... F- 10.40 -01 .. . 7/3/08 F- 30.10- 01.... 6/3/10 F- 40.16- 01........6/3/10 F- 10.42- 00.... .1/23/07 F -40 12 -01... .. 6/3/10 F- 45.10- 00........6/3/10 F -80 10- 01 ........ 6/3/ 10 rG- 10.10 -00.. 9/20/07 G- 20.10 -00 .9/20/07 G- 22.10 -01. ..... 7/3/08 G -24 10 -00. 11/08/07 G- 24.20 -00. .11/08/07 G- 24.30 -00... 11/08/07 G- 24.40 -01 . 12/02/08 G- 24.50 -00.. 11/08/07 G- 24.60 -00. .11/08/07 G- 25.10 -01... 1/06/09 G- 30.10 - 00....11 /08/07 G- 50.10 -00 ..11/08/07 G- 60.10- 00 ....... 8/31 /07 G- 60.20- 00..... 8/31/07 G- 60.30- 00..... 8/31/07 G- 70.10- 00......10/5/07 G- 70.20- 00.... 10/5/07 G- 70.30 -00.. 10/5/07 G- 90.10 -00. 1/06/09 G- 90.20 -00 1/06/09 G- 90.30 -00 . 1/06/09 G- 90.40 -01 10/14/09 G -95 10-00....11/08/07 G- 95.20 -01. ...7/10/08 G- 95.30 - 01.....7/10/08 IG: \PROJECTS \2011 \11072 \Hines Addition Final Specs.Doc 7 -33 H- 10.10 -00 7/3/08 H- 32.10 -00 .9/20/07 H- 7010 -00. ..9/05/07 H- 1015 -00. .7/3/08 H- 60.10 -01 .7/3/08 H- 70.20 -00 9/05/07 H -30 10 -00 10/12/07 H- 60.20 -01 ..7/3/08 H- 70.30 -01 .11/17/08 1-1010-01. 8/11/09 1-3040-00. .10/12/07 1- 50.20 -00 ....8/31/07 1- 30.10 -01.. 8/11/09 1-3050-00 .11/14/07 1-6010-00 8/31/07 1-3015-00 .8/11/09 1- 40.10 -00 9/20/07 1- 60.20 -00 ... ..8/31/07 1 -30 20 -00.. 9/20/07 1-4020-00 9/20/07 1 -80 10 -01 . ..8/11/09 1-3030-00. 9/20/07 1-5010-00 ...9/20/07 J -1 f 6/23/00 J -20 9/02/05 J -28 40 -01 10/14/09 J -3 8/01/97 J -20 10 -00 10/14/09 J -28 42 -00. 8/07/07 J -3b . 3/04/05 J -20 15 -00 10/14/09 J- 28.45 -00. 8/07/07 J -3c .6/24/02 J- 20.16 -00 .10/14/09 J -28 50 -01 6/16/10 J -3d 11/05/03 J -20 20 -00 . 10/14/09 J -28 60 -00 8/07/07 J -7c 6/19/98 J -20 26- 00.....10/14/09 J -28 70 -00 ....11 /08/07 J -8a 5/20/04 J- 2110 -01 6/3/10 J- 4010 -01 10/14/09 J -8b . 5/20/04 J -21 15 -00 10/14/09 J -40 30 -01 6/3/10 J -8c 5/20/04 J- 2116 -00.. .10/14/09 J- 40.36 -00 6/3/10 J -8d .5/20/04 J- 2117 -00 10/14/09 J- 40.37 -00 6/3/10 J- 9a........ ..4/24/98 J- 2120 -00 10/14/09 J- 6013 -00 6/16/10 J -10 . .. .. .7/18/97 J- 2215 -00 10/14/09 J- 6014 -00 6/16/10 J- 1010 -00 6/16/10 J- 22.16 -01 6/3/10 J- 7510 -00 2/10/09 J -11 b 9/02/05 J -26 10 -00 6/16/10 J- 75.20 -00 2/10/09 J -12 .2/10/09 J- 26.15 -00 6/16/10 J- 75.30 -00 2/10/09 J -15 15 -00 6/16/10 J -28 10 -00... 8/07/07 J -75 40 -00 10/14/09 J-1 6b . ..2/10/09 J- 28.22 -00 8/07/07 J -75 45 -00 10/14/09 J -16c 2/10/09 J- 28.24 -00.. ...8/07/07 J- 90.10 -00 2/10/09 J -18... .2/10/09 J -28 26 -01 ...12/02/08 J- 90.20 -00 2/10/09 J -19... .. .2/10/09 J -28 30 -01 .. .10/14/09 K -10 20 -01 .. 10/12/07 K- 26.40 -01 .10/12/07 K -40 60 -00 .... 2/15/07 K- 10.40 -00 ... .2/15/07 K -30 20 -00 ......2/15/07 K- 40.80 -00 . .2/15/07 K -20 20 -01 10/12/07 K -30 40 -01 ...10/12/07 K- 55.20 -00 . . 2/15/07 K -20 40 -00 .....2/15/07 K -32 20 -00 ... .2/15/07 K- 60.20- 02 ......... 7/3/08 K -20 60 -00 ...2/15/07 K- 32.40 -00 .2/15/07 K- 60.40 - 00......2/15/07 K -22 20 -01 .10/12/07 K -32 60 -00 ..2/15/07 K- 70.20 - 00......2/15/07 K -24 20 -00 .. 2/15/07 K- 32.80 -00 ..2/15/07 K- 80.10 -00 ..2/21 /07 K -24 40 -01 10/12/07 K -34 20 -00 2/15/07 K- 80.20- 00.....12/20/06 K -24 60 -00 .. 2/15/07 K- 36.20 -00. 2/15/07 K -80 30 -00 2/21/07 K- 24.80 -01 10/12/07 K -40 20- 00.......2/15/07 K -80 35 -00. .. 2/21/07 K -26 20 -00 .2/15/07 K- 40.40 -00 .... .2/15/07 K -80 37 -00. 2/21/07 L -10 10 -00 .2/21/07 L- 2010 -00 2/07/07 L- 30.10 -00 2/07/07 M -1 20 -01 1/30/07 M -1 40 -01. 1/30/07 M -1 60 -01. .1/30/07 M -1 80- 02 .... ... 8/31/07 M-2.20-01 . ... ... 1/30/07 M- 2.40 -01 1/30/07 M- 2.60 -01 . 1/30/07 M- 310 -02 2/10/09 M -3 20 -01 1/30/07 M -3 30 -02 .2/10/09 M -3 40 -02 2/10/09 M -3 50 -01 1/30/07 M -5 10 -01 1/30/07 L- 40.10 -00 .2/21/07 L- 40.15 -00. 2/21/07 L- 40.20 -00. .2/21/07 M- 7.50 -01 .1/30/07 M -9 50 -01... .1/30/07 M -9 60 -00 2/10/09 M -11 10- 01 ....... 1 /30/07 M- 15.10 -01 .....2/06/07 M -40 50 -00. M-1 7.10-02. .... .7/3/08 M- 20.10 -01 .....1/30/07 M- 6010 -00 M- 20.20 - 01.....1 /30/07 M- 20.30 -02 10/14/09 M- 20.40- 01.... 1/30/07 M- 20.50 -01. 1/30/07 M- 24.20 -01 5/31/06 M -24 40 -01 5/31/06 L- 70.10 - 01......5/21 /08 L- 70.20- 01.... 5/21/08 M -24 60 -02 .2/06/07 M -40 10 -01 .. 6/3/10 M -40 20 -00 .10/12/07 M -40 30 -00 ..9/20/07 M -40 40 -00 9/20/07 M -40 50 -00. 9/20/07 M -40 60 -00 9/20/07 M- 6010 -00 9/05/07 M- 60.20 -01 .2/03/09 M -65 10 -01 5/21/08 M -80 10 -00. ..6/10/08 M- 80.20 -00 6/10/08 M -80 30 -00 . 6/10/08 G: \PROJECTS \2011 \11072 \Hines Addition Final Specs.Doc 7 -34 APPENDIX A AMENDMENTS TO THE 2010 WASHINGTON STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS IG: \PROJECTS \2011 \11072 \Hines Addition Final Specs.doc 1 INTRO.AP1 2 INTRODUCTION 3 The following Amendments and Special Provisions shall be used in conjunction with the 4 2010 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 2, 2010 19 1- 01.2(1) Associations and Miscellaneous 20 The abbreviation and definition "AREA American Railway Engineering Association" is 21 replaced with the following: 22 23 AREMA American Railway Engineering and Maintenance Association 24 25 1- 02.AP1 26 SECTION 1 -02, BID PROCEDURES AND CONDITIONS 27 July 11, 2011 28 1 -02.5 Proposal Forms 29 The first paragraph is revised to read: 30 31 At the request of a prequalified Bidder, the Contracting Agency will provide a physical 32 Proposal Form for any project on which the Bidder is eligible to Bid. For certain projects 33 selected at the sole discretion of the Contracting Agency, the Bidder may also be 34 authorized to access an electronic Proposal Form for submittal via Trns•Port Expedite® 35 software and BidExpress®. 36 37 1 -02.6 Preparation of Proposal 38 The first paragraph is revised to read: 39 40 The Contracting Agency will accept only those Proposals properly executed on physical 41 forms it provides, or electronic forms that the bidder has been authorized to access. 42 Unless it approves in writing, the Contracting Agency will not accept Proposals on forms 43 attached to the Plans and stamped "Informational'. 44 45 The second paragraph is revised to read: 46 47 All prices shall be in legible figures (not words) written in ink or typed, and expressed in 48 U.S. dollars and cents. The Proposal shall include: 49 AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11/11 1 1 1. A unit price for each item (omitting digits more than four places to the right of 2 the decimal point), 3 4 2 An extension for each unit price (omitting digits more than two places to the 5 right of the decimal point), and 6 7 3. The total Contract price (the sum of all extensions). 8 9 In the space provided on the signature sheet, the Bidder shall confirm that all Addenda 10 have been received. 11 12 The third paragraph is revised to read: 13 14 The Bidder shall submit with the Bid a completed Disadvantaged Business Enterprises 15 (DBE) Utilization Certification, when required by the Special Provisions. For each and 16 every DBE firm listed on the Bidder's completed DBE Utilization Certification, the Bidder 17 shall submit written confirmation from that DBE firm that the DBE is in agreement with 18 the DBE participation commitment that the Bidder has made in the Bidders completed 19 DBE Utilization Certification. WSDOT Form 422 -031 EF (DBE Written Confirmation 20 Document) is available for this purpose. Bidder must submit good faith effort 21 documentation with the DBE Utilization Certification ONLY In The Event the bidder's 22 efforts to solicit sufficient DBE participation have been unsuccessful. Directions for 23 delivery of the DBE Written Confirmation Documents and DBE Good Faith Effort 24 documentation are included in Section 1 -02.9 Delivery of Proposal and Section 1 -02.10 25 Withdrawing, Revising or Supplementing Proposal. 26 27 1 -02.7 Bid Deposit 28 This section is revised to read: 29 30 A deposit of at least 5- percent of the total Bid shall accompany each Bid. This deposit 31 may be cash, certified check, cashier's check, or a proposal bond (Surety bond). For 32 projects that are selected by the Contracting Agency to be bid electronically, the 33 proposal bond may be in either a physical format, or an electronic format via 34 Surety2000.com or Insu revision. corn and BidExpress®. When a physical bid deposit or 35 proposal bond is furnished to accompany an electronic Proposal Form, the Bid deposit 36 shall be received by the Contracting Agency at the location specified for receipt of bids 37 prior to the time set for receipt of Bids. Any proposal bond shall be on a form 38 acceptable to the Contracting Agency and shall be signed by the Bidder and the Surety. 39 A proposal bond shall not be conditioned in any way to modify the minimum 5- percent 40 required. The Surety shall: (1) be registered with the Washington State Insurance 41 Commissioner, and (2) appear on the current Authorized Insurance List in the State of 42 Washington published by the Office of the Insurance Commissioner. 43 44 The failure to furnish a Bid deposit of a minimum of 5- percent with the Bid or as a 45 physical supplement to the electronic Proposal Form shall make the Bid nonresponsive 46 and shall cause the Bid to be rejected by the Contracting Agency. 47 48 1- 02.8(2) Lobbying Certification 49 The last paragraph is revised to read: 50 51 The Certification for Federal -Aid Contracts (Form DOT 272 -040) may be reproduced 52 from the Proposal form. The disclosure form is available from the Washington State AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11/11 2 1 Department of Transportation's Contract Ad & Award Office, Transportation Building, 2 Olympia, Washington 98504 3 4 1 -02.9 Delivery of Proposal 5 This section is revised to read: 6 7 For projects scheduled for bid opening in Olympia, each Proposal shall be sealed and 8 submitted in the envelope provided with it, or electronically via Trns•Port Expedite® 9 software and BidExpress® at the location and time identified in Section 1- 02.12. The 10 Bidder shall fill in all blanks on this envelope to ensure proper handling and delivery. 11 12 For projects scheduled for bid opening in other locations, each Proposal shall be sealed 13 and submitted in the envelope provided with it, at the location and time identified in 14 Section 1- 02.12. The Bidder shall fill in all blanks on this envelope to ensure proper 15 handling and delivery. 16 17 The Contracting Agency will not open or consider any Proposal or any supplement to a 18 Proposal that is received after the time specified for receipt of Proposals, or received in 19 a location other than that specified for receipt of Proposals. 20 21 NOTE: Certain documents that are required for an electronic Bid Proposal to be 22 responsive CANNOT be submitted electronically via Trns•Port Expedite® 23 software and BidExpress®. These documents include: 24 25 1. DBE Written Confirmation Documents; and, 26 27 2. Good Faith Effort Documentation; and, 28 29 3. Cash, certified checks, cashier's checks, or a proposal bond (Surety 30 bond) in formats other than via Surety2000.com or Insurevision.com. 31 32 The Bidder shall provide all documents that are required for an electronic Bid Proposal 33 to be responsive (but cannot be submitted electronically via Trns-Port Expedite® 34 software and BidExpress®) as a supplement to their electronic Bid Proposal in one of 35 the following methods: 36 37 1. Physically in a sealed envelope marked as "BID SUPPLEMENT" and bearing 38 the Bidders company name, project title, Bid date, and description of contents 39 (for example: DBE Written Confirmation, DBE Good Faith Efforts, Proposal 40 Deposit, etc.); or, 41 42 2. Except for Item #3 above, by facsimile to the following FAX number: (360) 43 705 -6966. 44 45 E- mailed submittals are not acceptable. The Contracting Agency is not responsible for 46 delayed, partial, failed, illegible or partially legible FAX document transmissions, and 47 such documents may be rejected as incomplete at the Bidder's risk. 48 49 1 -02.10 Withdrawal or Revision of Proposal 50 This section including title is revised to read: 51 AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11 /11 3 1 Withdrawing, Revising, or Supplementing Proposal , 2 After submitting a physical Bid Proposal to the Contracting Agency, the Bidder may 3 withdraw, revise, or supplement it if: ' 4 5 1. The Bidder submits a written request signed by an authorized person, and 6 '7 2. The Contracting Agency receives the request before the time set for receipt of 8 Proposals. 9 '10 The original physical Bid Proposal may be supplemented, or revised and resubmitted as 11 the official Bid Proposal if the Contracting Agency receives it before the time set for 12 receipt of Proposals. Faxed Bid revisions and supplements will be accepted only if they 13 are submitted in accordance with the "Example Format for Facsimile Bid Changes" 14 instructions posted on the WSDOT website at 15 http: / /www.wsdot.wa.gov /biz /contaa /bulletin /. 16 17 E- mailed requests to withdraw, revise or supplement a Proposal are not acceptable. 18 The contracting Agency is not responsible for delayed, partial, failed, illegible or partially 19 legible FAX document transmissions, and such documents may be rejected as 20 incomplete at the Bidders risk. 21 22 The Contracting Agency will not accept requests to revise or withdraw electronic Bid 23 Proposals. Such requests shall be furnished directly to BidExpress® and in 24 accordance with their terms and conditions. 25 26 1 -02.13 Irregular Proposals 27 In the first paragraph, Item h beneath item number 1 is revised to read: 28 '29 h. The Bidder fails to submit or properly complete a Disadvantaged Business 30 Enterprise Utilization Certification, if applicable, as required in Section 1 -02.6; 31 32 In the first paragraph, item I beneath item number 1 is revised to read: i 33 34 i. The Bidder fails to submit written confirmation from each DBE firm listed on the 35 Bidder's completed DBE Utilization Certification that they are in agreement with the 36 bidders DBE participation commitment, if applicable, as required in Section 1 -02.6, 37 or if the written confirmation that is submitted fails to meet the requirements of the 38 Special Provisions; 39 40 Item 1 in the first paragraph is supplemented with the following: 41 42 j. The Bidder fails to submit DBE Good Faith Effort documentation, if applicable, as 43 required in Section 1 -02.6, or if the documentation that is submitted fails to 44 demonstrate that a Good Faith Effort to meet the Condition of Award was made; or , 45 46 k. The Bid Proposal does not constitute a definite and unqualified offer to meet the 47 material terms of the Bid invitation. 48 , AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised• 7/11/11 4 1 1 -06.AP 1 2 SECTION 1 -06, CONTROL OF MATERIALS 3 January 3, 2011 4 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 1 -06.1 Approval of Materials Prior to Use This section is supplemented with the following new sub - section: 1- 06.1(4) Fabrication Inspection Expense In the event the Contractor elects to have items fabricated beyond 300 miles from Seattle, Washington the Contracting Agency will deduct from payment due the Contractor costs to perform fabrication inspection on the following items: • Steel Bridges and Steel Bridge components • Cantilever Sign Structures and Sign Bridges • Prestressed Concrete Girders and Precast Bridge Components • Cylindrical, Disc, Pin, and Spherical Bearings • Modular Expansion Joints • Epoxy Coated Reinforcing Steel • Painted and Powder Coated Luminaire and Signal Poles • Additional items as may be determined by the Engineer The deductions for fabrication inspection costs will be as shown in the Payment Table below. Zone Place of Fabrication Reduction in Payment 1 Within 300 airline miles None from Seattle 2 Between 300 and 3,000 $700.00 per *inspection day airline miles from Seattle 3 Over 3,000 airline miles $1,000 per *inspection day, from Seattle but not less than $2,500 per trip *Note - An inspection day includes any calendar day or portion of a calendar day spent inspecting at or traveling to and from a place of fabrication. Where fabrication of an item takes place in more than one zone, the reduction in payment will be computed on the basis of the entire item being fabricated in the furthest of zones where any fabrication takes place on that item. The rates for Zone 2 and 3 shall be applied for the full duration time of all fabrication inspection activities to include but not limited to; plant approvals, prefabrication meetings, fabrication, coatings and final inspection. AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11/11 5 1 1- 06.2(2)A General 2 Table 2 "Pay Factors" on page 1 -39 is revised to read: 3 Table 2 PAY FACTOR Minimum Required Percent of Work Within Specification Limits for a Given Factor (Ptl + PL) —100 Category n_3 n_4 n_5 n_6 n_7 n_8 n_9 n_10 n =12 n_15 n_1a n_23 n=30 n_43 n_67 to to to to to to to to n_11 n =14 n_17 n =22 n_29 n_42 n =66 b 1 05 46 51 54 56 58 100 100 100 100 100 100 100 100 100 100 1.04 45 49 53 55 100 99 97 95 96 96 96 97 97 97 97 1.03 44 48 51 100 98 96 94 92 93 93 94 95 95 96 96 1 02 43 47 50 99 97 94 91 89 90 91 92 93 93 94 94 1 01 100 100 100 98 95 92 89 87 88 89 90 91 92 92 93 1 00 69 75 78 80 82 83 84 85 86 87 88 89 90 91 92 0.99 66 72 76 78 80 81 82 83 84 85 86 87 89 90 91 0.98 64 70 74 76 78 79 80 81 82 84 85 86 87 88 90 0.97 63 68 72 74 76 77 78 79 81 82 83 84 86 87 88 0.96 61 67 70 72 74 75 76 78 79 81 82 83 84 86 87 0.95 59 65 68 71 72 74 75 76 78 79 80 82 83 84 86 0.94 58 63 67 69 71 72 73 75 76 78 79 80 82 83 85 0.93 57 62 65 67 69 71 72 73 75 76 78 79 80 82 84 0.92 55 60 63 66 68 69 70 72 73 75 76 78 79 81 82 0.91 54 59 62 64 66 68 69 70 72 74 75 76 78 79 81 0.90 53 57 61 63 65 66 67 69 71 72 74 75 77 78 80 0.89 51 56 59 62 63 65 66 68 69 71 72 74 75 77 79 0.88 50 55 58 60 62 64 65 66 68 70 71 73 74 76 78 0.87 49 53 57 59 61 62 63 65 67 68 70 71 73 75 77 0.86 48 52 55 58 59 61 62 64 66 67 69 70 72 74 76 5 6 7 Table 2 "Pay Factors" on page 1 -40 is revised to read: 8 Table 2 PAY FACTOR Minimum Required Percent of Work Within Specification Limits for a Given Factor (Pu + PJ -100 Category n =3 n =4 n =5 n =6 n =7 n =8 n =9 n =10 n =12 n_15 n =18 n =23 n =30 n =67 to to to to to to %f to to n =11 n =14 n =17 n =22 n =29 n =42 n_66 b 0.85 46 51 54 56 58 60 61 62 64 66 67 69 71 72 75 0.84 45 49 53 55 57 58 60 61 63 65 66 68 70 71 73 0.83 44 48 51 54 56 57 58 60 62 64 65 67 69 70 72 0.82 43 47 50 53 54 56 57 59 61 62 64 66 67 69 71 0.81 41 46 49 51 53 55 56 58 59 61 63 64 66 68 70 0.80 40 44 48 50 52 54 55 56 58 60 62 63 65 67 69 079 39 43 46 49 51 52 54 55 57 59 61 62 64 66 68 0.78 38 42 45 48 50 51 52 54 56 58 59 61 63 65 67 0.77 36 41 44 46 48 50 51 53 55 57 58 60 62 64 66 0.76 35 39 43 45 47 49 50 52 54 56 57 59 61 63 65 0.75 33 38 42 44 46 48 49 51 53 54 56 58 60 62 64 REJECT Values Less Than Those Shown Above Reject Quality Levels Less Than Those Specified for a 0.75 Pay Factor Note: If the value of (P + P) - 100 does not correspond to a (P + P - 100 value in this table, use the next smaller (P + P) - 100 value. 10 11 1- 07.AP1 12 SECTION 1 -07, LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 13 April 4, 2011 14 1 -07.2 Sales Tax 15 The third sentence in the first paragraph is revised to read: AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7111111 6 1 2 The Contractor shall contact the Contract Payment section of the Division of Accounting 3 & Financial Services of the Department of Transportation, Olympia WA for questions on 4 sales tax. 5 6 The first sentence in the third paragraph is revised to read: 7 8 The Contracting Agency will pay the retained percentage only if the Contractor has 9 obtained from the State Department of Revenue a certificate showing that all Contract - 10 related taxes have been paid (RCW 60.28.051). 11 12 1- 07.9(1) General 13 The second sentence in the fourth paragraph is revised to read: 14 15 When the project involves highway Work, heavy Work and building Work, the Contract 16 Provisions may list a Federal wage and fringe benefit rate for the highway Work, a 17 separate Federal wage and fringe benefit rate for both the heavy Work and the building 18 Work. 19 20 1- 07.13(4) Repair of Damage 21 The last sentence in the first paragraph is revised to read: 22 23 For damage qualifying for relief under Sections 1- 07.13(1), 1- 07.13(2), 1- 07.13(3), or 8- 24 17.5, payment will be made in accordance with Section 1 -09.4 using the estimated bid 25 item "Reimbursement for Third Party Damage ". 26 27 1 -07.14 Responsibility for Damage 28 The third, fourth and fifth paragraphs are revised to read: 29 30 Subject to the limitations in this section and RCW 4.24.115 the Contractor shall 31 indemnify, defend, and save harmless the State, Governor, Commission, Secretary, and 32 all officers and employees of the State from all claims, suits, or actions brought for 33 injuries to, or death of, any persons or damages resulting from construction of the Work 34 or in consequence of any negligence or breach of contract regarding the Work, or the 35 use of any improper materials in the Work, caused in whole or in part by any act or 36 omission by the Contractor or the agents or employees of the Contractor during 37 performance or at any time before final acceptance. In addition to any remedy 38 authorized by law, the State may retain so much of the money due the Contractor as 39 deemed necessary by the Engineer to ensure indemnification until disposition has been 40 made of such suits or claims. 41 42 Subject to the limitations in this section and RCW 4.24.115, the Contractor shall 43 indemnify, defend, and save harmless any county, city, or region, its officers, and 44 employees connected with the Work, within the limits of which county, city, or region the 45 Work is being performed, all in the same manner and to the same extent as provided 46 above for the protection of the State, its officers and employees, provided that no 47 retention of money due the Contractor be made by the State except as provided in 48 RCW 60.28, pending disposition of suits or claims for damages brought against the 49 county, city, or district. 50 51 Pursuant to RCW 4.24.115, where such claims, suits, or actions result from the 52 concurrent negligence of (a) the indemnitee or the indemnitee's agents or employees AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11/11 7 1 and (b) the Contractor or the Contractor's agent or employees, the indemnity provisions 2 provided in the preceding paragraphs of this section shall be valid and enforceable only 3 to the extent of the Contractor's negligence or the negligence of its agents and 4 employees. 5 6 This section is supplemented with the following: 7 8 THE CONTRACTOR SPECIFICALLY ASSUMES ALL POTENTIAL LIABILITY FOR 9 ACTIONS BROUGHT BY EMPLOYEES OF THE CONTRACTOR AND, SOLELY FOR 10 THE PURPOSE OF ENFORCING THE DEFENSE AND INDEMNIFICATION 11 OBLIGATIONS SET FORTH IN SECTION 1- 07.14, THE CONTRACTOR 12 SPECIFICALLY WAIVES ANY IMMUNITY GRANTED UNDER THE STATE 13 INDUSTRIAL INSURANCE LAW, RCW TITLE 51. THIS WAIVER HAD BEEN 14 MUTUALLY NEGOTIATED BY THE PARTIES. THE CONTRACTOR SHALL 15 SIMILARLY REQUIRE THAT EACH SUBCONTRACTOR IT RETAINS IN 16 CONNECTION WITH THE PROJECT COMPLY WITH THE TERMS OF THIS 17 PARAGRAPH, WAIVE ANY IMMUNITY GRANTED UNDER RCW TITLE 51 AND 18 ASSUME ALL LIABILITY FOR ACTIONS BROUGHT BY EMPLOYEES OF THE 19 SUBCONTRACTOR. 20 21 1 -07.15 Temporary Water Pollution /Erosion Control 22 The fourth paragraph is deleted. 23 24 1- 07.15(1) Spill Prevention, Control and Countermeasures Plan 25 This section is deleted in its entirety and replaced with the following: 26 27 The Contractor shall prepare and implement a project- specific spill prevention, control, 28 and countermeasures plan (SPCC Plan) for the duration of the project. The Contractor 29 shall submit the plan to the Project Engineer no later than the date of the 30 preconstruction conference. No on -site construction activities may commence until the 31 Contracting Agency accepts an SPCC Plan for the project. SPCC Plan template and 32 guidance information is available at: 33 http: / /www.wsdot.wa.gov/ Environment /HazMat/SpillPrevention.htm. 34 35 The SPCC Plan shall address all fuels, petroleum products and hazardous materials, as 36 defined in Chapter 447 of the WSDOT Environmental Procedures Manual (M 31 -11). 37 Occupational safety and health requirements that may pertain to SPCC Plan 38 implementation are contained in, but not limited to, WAC 296 -824 and WAC 296 -843. 39 The SPCC Plan shall address conditions that may be required by Section 3406 of the 40 current International Fire Code, or as approved by the local Fire Marshal. 41 42 Implementation Requirements 43 The Contractor shall update the SPCC Plan throughout project construction so that the 44 written plan reflects actual site conditions and practices. The Contractor shall update the 45 SPCC Plan at least annually and maintain a copy of the updated SPCC Plan on the 46 project site. The Contractor shall fully implement the SPCC Plan, as accepted and 47 updated, at all times. 48 49 SPCC Plan Element Requirements 50 The SPCC Plan shall set forth the following information in the following order: 51 52 1. Responsible Personnel AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised- 7/11/11 8 1 Identify the names, titles, and contact information for the personnel responsible 2 for implementing and updating the plan and for responding to spills. 3 ' 4 2. Spill Reporting 5 List the names and telephone numbers of the Federal, State, and local 6 agencies the Contractor shall notify in the event of a spill. 7 8 3. Project and Site Information 9 Describe the following items: ' 10 11 A. The project Work. 12 13 B. The site location and boundaries. 14 15 C. The drainage pathways from the site. 16 17 D. Nearby waterways and sensitive areas and their distances from the 18 site. 19 20 4. Potential Spill Sources 21 Describe each of the following for all potentially hazardous materials brought 22 or generated on -site (including materials used for equipment operation, 23 refueling, maintenance, or cleaning): 24 25 A. Name of material and its intended use. 26 27 B. Estimated maximum amount on -site at any one time. 28 29 C. Location(s) (including any equipment used below the ordinary high 30 water line) where the material will be staged, used, and stored and 31 the distance(s) from nearby waterways and sensitive areas. 32 33 5. Pre - Existing Contamination 34 Describe any pre- existing contamination and contaminant sources (such as 35 buried pipes or tanks) in the project area that are described in the Contract 36 provisions and Plans. Identify equipment and work practices that shall be used 37 to prevent the release of contamination. 38 39 6. Spill Prevention and Response Training 40 Describe how and when all project personnel, including refueling personnel 41 and other Subcontractors, shall be trained in spill prevention, containment, and 42 response and in the location of spill response kits. 43 44 7. Spill Prevention 45 Describe the following items: 46 47 A. The contents and locations of spill response kits that the Contractor 48 shall supply and maintain that are appropriately stocked, located in 49 close proximity to hazardous materials and equipment, and 50 immediately accessible. 51 AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7111111 9 1 B. Security measures for potential spill sources to prevent accidental 2 spills and vandalism. 3 '4 C. Methods used to prevent stormwater from contacting hazardous 5 materials. 6 7 D Secondary containment for each potential spill source listed in 4, 8 above. Secondary containment structures shall be in accordance 9 with Section S9 D.9 of Ecology's Construction Storm water General 10 NPDES Permit, where secondary containment means placing tanks 11 or containers within an impervious structure capable of containing 12 110% of the volume contained in the largest tank within the 13 containment structure. Double- walled tanks do not require additional 14 secondary containment. 15 16 E. BMP Methods used to prevent discharges to ground or water during 17 mixing and transfers of hazardous materials and fuel. Methods to 18 control pollutants shall use BMPs in accordance with Ecology's 19 Construction Stormwater General NPDES Permit. BMPs guidance is 20 provided in Ecology's Stormwater Management Manuals, such as 21 Volume II — Construction Stormwater Pollution Prevention, BMP 22 C153 and Volume IV Source Control BMPs. 23 24 F. Refueling procedures for equipment that cannot be moved from 25 below the ordinary high water line. 26 27 G. Daily inspection and cleanup procedures that ensure all equipment 28 used below the ordinary high water line is free of all external 29 petroleum -based products. 30 31 H. Routine equipment, storage area, and structure inspection and 32 maintenance practices to prevent drips, leaks or failures of hoses, , 33 valves, fittings, containers, pumps, or other systems that contain or 34 transfer hazardous materials. 35 36 I. Site inspection procedures and frequency. 37 38 8. Spill Response 39 Outline the response procedures the Contractor shall follow for each scenario 40 listed below, indicating that if hazardous materials are encountered or spilled 41 during construction, the Contractor shall do everything possible to control and 42 contain the material until appropriate measures can be taken. Include a 43 description of the actions the Contractor shall take and the specific on -site spill 44 response equipment that shall be used to assess the spill, secure the area 45 contain and eliminate the spill source, clean up spilled material, decontaminate , 46 equipment, and dispose of spilled and contaminated material. 47 48 A. A spill of each type of hazardous material at each location identified 49 in 4, above. 50 51 B. Stormwater that has come into contact with hazardous materials. , 52 AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11111 10 1 2 3 4 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 C. A release or spill of any pre- existing contamination and contaminant source described in 5, above. D. A release or spill of any unknown pre- existing contamination and contaminant sources (such as buried pipes or tanks) encountered during project Work. E. A spill occurring during Work with equipment used below the ordinary high water line. If the Contractor will use a Subcontractor for spill response, provide contact information for the Subcontractor under item 1 (above), identify when the Subcontractor shall be used, and describe actions the Contractor shall take while waiting for the Subcontractor to respond. 9. Project Site Map Provide a map showing the following items: A. Site location and boundaries. B. Site access roads. C. Drainage pathways from the site. D. Nearby waterways and sensitive areas. E. Hazardous materials, equipment, and decontamination areas identified in 4, above. F. Pre - existing contamination or contaminant sources described in 5, above. G. Spill prevention and response equipment described in 7 and 8, above. 10. Spill Report Forms Provide a copy of the spill report form(s) that the Contractor shall use in the event of a release or spill. Payment Payment will be made in accordance with Section 1 -04.1 for the following bid item when it is included in the Proposal: "SPCC Plan," lump sum. When the written SPCC Plan is accepted by Contracting Agency, the Contractor shall receive 50- percent of the lump sum Contract price for the plan. The remaining 50- percent of the lump sum price will be paid after the materials and equipment called for in the Plan are mobilized to the project. The lump sum payment for "SPCC Plan" shall be full pay for all costs associated with creating and updating the accepted SPCC Plan, all costs associated with the set up of AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11 /11 11 1 prevention measures, and implementing the current SPCC Plan as required by this 2 Specification. 3 4 As to other costs associated with releases or spills, including restocking spill kits, the 5 Contractor may request payment as provided for in the Contract. No payment shall be 6 made if the release or spill was caused by or resulted from the Contractor's operations, 7 negligence, or omissions. 8 9 1- 07.16(2) Vegetation Protection and Restoration 10 The second paragraph is revised to read: 11 12 Damage which may require replacement of vegetation includes torn bark stripping, 13 broken branches, exposed root systems, cut root systems, poisoned root systems, 14 compaction of surface soil and roots, puncture wounds, drastic reduction of surface 15 roots or leaf canopy, changes in grade greater than 6- inches, or any other changes to 16 the location that may jeopardize the survival or health of the vegetation to be preserved 17 18 The third paragraph is revised to read: 19 20 When large roots of trees designated to be saved are exposed by the Contractor's 21 operation, they shall be wrapped with heavy, moist material such as burlap or canvas 22 for protection and to prevent excessive drying. The material shall be kept moist and 23 securely fastened until the roots are covered to finish grade. All material and fastening 24 material shall be removed from the roots before covering. All roots 1 -inch or larger in 25 diameter, which are damaged, shall be pruned with a sharp saw or pruning shear. 26 Damaged, torn, or ripped bark shall be removed as designated by the Engineer at no 27 additional cost to the Contracting Agency. 28 29 The fourth paragraph is revised to read: 30 31 Any pruning activity required to complete the Work as specified shall be performed by a 32 Certified Arborist as designated by the Engineer. 33 34 1 -07.18 Public Liability and Property Damage Insurance 35 This section is deleted in its entirety and replaced with the following: 36 37 1 -07.18 Public Liability and Property Damage Insurance 38 The Contractor shall obtain and keep in force the following policies of insurance The 39 policies shall be with companies or through sources approved by the State Insurance 40 Commissioner pursuant to Chapter 48.05, RCW. Unless otherwise indicated below, the 41 policies shall be kept in force from the execution date of the Contract until the date of 42 acceptance by the Secretary (Section 1- 05.12). 43 44 1. Owners and Contractors Protective (OCP) Insurance providing bodily injury and 45 property damage liability coverage with limits of $3,000,000 per occurrence and, 46 per project, in the aggregate for each policy period, written on Insurance Services 47 Office (ISO) form CG0009 1204, together with Washington State Department of 48 Transportation amendatory endorsement CG 2908 1195, specifying the Contracting 49 Agency, the State, the Governor, the Commission, the Secretary , the Department 50 and all officers and employees of the State as named insured. 51 AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11/11 12 1 2. Commercial General Liability (CGL) Insurance written under ISO Form CG0001 or 2 its equivalent with minimum limits of $3,000,000 per occurrence and in the 3 aggregate for each one year policy period. This coverage may be any combination 4 of primary, umbrella or excess liability coverage affording total liability limits of not 5 less than $3,000,000 per occurrence and in the aggregate. Products and 6 completed operations coverage shall be provided for a period of three years 7 following Substantial Completion of the Work. 8 9 3. Commercial Automobile Liability Insurance providing bodily injury and property 10 damage liability coverage for all owned and nonowned vehicles assigned to or used 11 in the performance of the Work with a combined single limit of not less than $1,000, 12 000 each occurrence. This coverage may be any combination of primary, umbrella 13 or excess liability coverage affording total liability limits of not less than $1,000,000 14 per occurrence with the State named as an additional insured or designated 15 insured in connection with the Contractor's Performance of the Contract. If 16 pollutants are to be transported, MCS 90 and CA 99 48 endorsements are required 17 on the Commercial Automobile Liability insurance policy unless in- transit pollution 18 risk is covered under a Pollution Liability insurance policy. 19 20 4. The Contractor shall be Named Insured and the Contracting Agency, the State, the 21 Governor, the Commission, the Secretary, the Department, all officers and 22 employees of the State, and their respective members, directors, officers, 23 employees, agents and consultants (collectively the "Additional Insureds ") shall be 24 included as Additional Insureds for all policies and coverages specified in this 25 Section, with the exception of the OCP policy. Said insurance coverage shall be 26 primary and non - contributory insurance with respect to the insureds and the 27 Additional Insureds. Any insurance or self- insurance beyond that specified in this 28 Contract that is maintained by any Additional Insured shall be in excess of such 29 insurance and shall not contribute with it. All insurance coverage required by this 30 Section shall be written and provided by "occurrence- based" policy forms rather 31 than by "claims made" forms. 32 33 All endorsements adding Additional Insureds to required policies shall be issued on 34 (i) form CG 20 10 11 85 or a form deemed equivalent by the Contracting Agency, 35 providing the Additional Insureds with all policies and coverages set forth in this 36 Section, with the exception of the OCP and Commercial Auto policies or (ii) form 37 CA 20 48 or forms deemed equivalent by Contracting Agency, providing the 38 Additional Insureds with all coverage's required under the Commercial Automobile 39 Liability. 40 41 5. The coverage limits to be provided by Contractor for itself and to the Contracting 42 Agency and Additional Insureds pursuant to this section or any Special Provision, 43 shall be on a "per project" aggregate basis with the minimum limits of liability as set 44 forth herein for both general liability and products /completed operations claims. 45 The additional insured coverage required under this Section for products /completed 46 operations claims shall remain in full force and effect for not less than three years 47 following Substantial Completion of the project. If the Contractor maintains, at any 48 time, coverage limits for itself in excess of limits set forth in this Section 1 -07.18 or 49 any Special Provision, then those additional coverage limits shall also apply to the 50 Contracting Agency and the Additional Insureds. This includes, but is not limited to, 51 any coverage limits provided under any risk financing program of any description, 52 whether such limits are primary, excess, contingent or otherwise. AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11/11 13 2 6 All insurance policies and coverage's required under Section 1 -07.18 and Section 3 1 -07 10 shall contain a waiver of subrogation against the Contracting Agency , the 4 State, any Additional Insured and their respective departments, agencies, boards, 5 and commissions and their respective officers, officials, agents, and employees for 6 losses arising from Work performed by or on behalf of the Contractor This waiver 7 has been mutually negotiated by the parties. 8 9 7. Where applicable, the Contractor shall cause each Subcontractor to provide 10 insurance that complies with all applicable requirements of the Contractor - provided 11 insurance as set forth herein, in circumstances where the Subcontractor is not 12 covered by the Contractor - provided insurance. The Contractor shall have sole 13 responsibility for determining the limits of coverage required, if any, to be obtained 14 by Subcontractors, which determination shall be made in accordance with 15 reasonable and prudent business practices. In the event that a Subcontractor is 16 required to add the Contractor as an additional insured pursuant to its contract for 17 Work at the Project, then the Contractor shall also cause each Subcontractor to 18 include the Contracting Agency and the Additional Insureds as additional insureds 19 as well, for primary and non - contributory limits of liability under each 20 Subcontractor's Commercial General Liability, Commercial Automobile Liability 21 and, any other coverage's which may be required pursuant to a "Special Provision ". 22 23 8. Unless specifically noted otherwise in the Contract Documents, the parties to this 24 Contract do not intend by any of the provisions of this Contract to cause the public 25 or any member thereof or any other Person to be a third party beneficiary of the 26 Contract Documents. Nothing in this Contract authorizes anyone not a party to this 27 Contract or a designated third party beneficiary to this Contract to maintain a suit 28 for personal injuries or property damage pursuant to the terms or provisions of this 29 Contract. It is the further intent of the Contracting Agency and the Contractor in 30 executing the Form of Contract that no individual, firm, corporation or any 31 combination thereof which supplies materials, labor, services, or equipment to the 32 Contractor for the performance of the Work shall become thereby a third party 33 beneficiary of this Contract. 34 35 The Contract Documents shall not be construed to create a contractual relationship 36 of any kind between the Contracting Agency and a Subcontractor or any other 37 Person except the Contractor. 38 39 9. The Owners and Contractors Protective Insurance policy shall not be subject to a 40 deductible or contain provisions for a deductible. The Commercial General Liability 41 policy and the Commercial Automobile Liability Insurance policy may, at the 42 discretion of the Contractor, contain such provisions. If a deductible applies to any 43 claim under these policies, then payment of that deductible will be the responsibility 44 of the Contractor, notwithstanding any claim of liability against the Contracting 45 Agency. However in no event shall any provision for a deductible provide for a 46 deductible in excess of $50,000.00. 47 48 10. With the exception of the Commercial Automobile liability coverage, no policies of 49 insurance required under this Section shall contain an arbitration or alternative 50 dispute resolution clause applicable to disputes between the insurer and its 51 insureds. Any and all disputes concerning (i) terms and scope of insurance 52 coverage afforded by the policies required hereunder and /or (ii) extra contractual AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11 /11 14 ' 1 remedies and relief which may be afforded policy holders in connection with 2 coverage disputes, shall be resolved in Washington Superior Court, applying ' 3 Washington law. 4 5 11. Prior to Contract execution, the Contractor shall file with the Department of ' 6 Transportation, Contract Payment Section, P.O. Box 47420, Olympia, WA 98504- 7 7420, ACORD Form Certificates of Insurance evidencing the minimum insurance 8 coverages required under these Specifications. Within 30 days of being awarded a 9 Contract, the Contractor shall provide the Department with complete copies, which 10 may be electronic copies, of all insurance policies required under this section and 11 any Special Provisions. 12 13 12. The Contractor shall provide written notice to the Engineer of any policy 14 cancellations and provide the Department of Transportation, Contract Payment 15 Section, P.O. Box 47420 Olympia, WA 98504 -7420, by U.S Mail, notice of any 16 policy cancellation within two business days of receipt of cancellation. 17 18 13. Failure on the part of the Contractor to maintain the insurance as required, or to not 19 provide certification and copies of the insurance prior to the time specified in 20 subsection 11 above, shall constitute a material breach of Contract upon which the 21 Contracting Agency may, after giving 5- business days notice to the Contractor to ' 22 correct the breach, immediately terminate the Contract or, at its discretion, procure 23 or renew such insurance and pay any and all premiums in connection therewith, 24 with any sums so expended to be repaid to the Contracting Agency on demand, or ' 25 at the sole discretion of the Contracting Agency, offset against funds due the 26 Contractor from the Contracting Agency. All costs for insurance, including any 27 payments of deductible amounts, shall be considered incidental to and included in 28 the unit Contract prices and no additional payment will be made. 29 30 1- 08.AP1 ' 31 SECTION 1 -08, PROSECUTION AND PROGRESS 32 April 4, 2011 33 1 -08.1 Subcontracting 34 The second and third sentences in the eighth paragraph are revised to read: 35 36 This Certification shall be submitted to the Project Engineer on WSDOT form 421 -023, 37 "Quarterly Report of Amounts Paid as MBE/WBE Participants ", quarterly for the State 38 fiscal quarters: January 1 through March 31, April 1 through June 30, July 1 through 39 September 30, October 1 through December 31, and for any remaining portion of a ' 40 quarter through Physical Completion of the Contract. The report is due 20 calendar 41 days following the fiscal quarter end or 20- calendar days after Physical Completion of 42 the Contract. ' 43 44 The first sentence in the ninth paragraph is revised to read: 45 46 On all projects funded with both Contracting Agency funds and Federal assistance the 47 Contractor shall submit a "Quarterly Report of Amounts Credited as DBE Participation" 48 on a quarterly basis in which DBE work is accomplished, for every quarter in which the 49 Contract is active or upon completion of the project, as appropriate. 50 51 The last sentence in the ninth paragraph is revised to read: AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11/11 15 1 1 2 When required, this "Quarterly Report of Amounts Credited as DBE Participation" is in 3 lieu of WSDOT form 421 -023, "Quarterly Report of Amounts Paid as MBE/WBE ' 4 Participants ". 5 6 1 -08.5 Time for Completion ' 7 The last two sentences in the first paragraph are revised to read: 8 9 When any of these holidays fall on a Sunday, the following Monday shall be counted a ' 10 nonworking day. When the holiday falls on a Saturday, the preceding Friday shall be 11 counted a nonworking day The days between December 25 and January 1 will be 12 classified as nonworking days. , 13 14 Item number 2 c. in the sixth paragraph is revised to read: 15 16 c. Quarterly Reports of Amounts Paid as MBE/WBE Participants, or Quarterly Reports ' 17 of Amounts Credited as DBE Participation, as required by the Contract Provisions. 18 19 1 -09.AP 1 ' 20 SECTION 1 -09, MEASUREMENT AND PAYMENT 21 January 3, 2011 22 1- 09.2(1) General Requirement for Weighing Equipment 23 This section is revised to read: 24 25 Unless specified otherwise, any Highway or Bridge construction materials to be 26 proportioned or measured and paid for by weight shall be weighed on a scale. 27 28 Scales 29 Scales shall: 30 31 1. be accurate to within 0.5- percent of the correct weight throughout the range of 32 use; 33 34 2. not include spring balances; 35 36 3. include beams, dials, or other reliable readout equipment; 37 38 4. be built to prevent scale parts from binding, vibrating, or being displaced and to 39 protect all working parts and; 40 41 5. be carefully maintained, with bunkers and platforms kept clear of accumulated 42 materials that could cause errors. 43 44 Scale Operations 45 Contractor provided scale operations are defined as operations where a scale is set up 46 by the Contractor specifically for the project and most, if not all, material weighed on the 47 scale is utilized for Contract Work. In this situation, the Contractor shall provide a 48 person to operate the project scale, write tickets, perform scale checks and prepare 49 reports. 50 AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11/11 16 1 Commercial scale operations include the use of established scales used to sell 2 materials to the public on a regular basis. In addition, for the purposes of this ' 3 specification, all batch, hopper, and belt scales are considered to be commercial scales. 4 When a commercial scale is used as the project scale, the Contractor may utilize a 5 commercial scale operator provided it is at no additional cost to the contracting agency. ' 6 7 In addition, the Contractor shall ensure that: 8 ' 9 1. the Engineer is allowed to observe the weighing operation and check the daily 10 scale weight record; 11 12 2. scale verification checks are performed at the direction of the Contracting 13 Agency (see Section 1- 09.2(5)); 14 15 3. several times each day, the scale operator records and makes certain the 16 platform scale balances and returns to zero when the load is removed; and 17 18 4. test results and scale weight records for each day's hauling operations are ' 19 provided to the Engineer daily. Unless otherwise approved, reporting shall 20 utilize form 422 -027, Scaleman's Daily Report. 21 ' 22 Trucks and Tickets 23 Each truck to be weighed shall bear a unique identification number. This number shall 24 be legible and in plain view of the scale operator. Each vehicle operator shall obtain a ' 25 weigh or load ticket from the scale operator. The Contracting Agency will provide item 26 quantity tickets for scales that are not self - printing. The Contractor shall provide tickets 27 for self - printing scales. All tickets shall, at a minimum, contain the following information: 28 29 1. date of haul; 30 ' 31 2. contract number; 32 33 3. contract unit Bid item; 34 35 4. unit of measure; 36 37 5. identification number of hauling vehicle; and ' 38 39 6. weight delivered 40 ' 41 a. net weight in the case of batch and hopper scales 42 43 b. gross weight, tare and net weight in the case of platform scales (tare may ' 44 be omitted if a tare beam is used) 45 46 c. approximate load out weight in the case of belt conveyor scales 47 48 The vehicle operator shall deliver the ticket in legible condition to the material receiver 49 at the material delivery point. The material delivery point is defined as the location 50 where the material is incorporated into the permanent Work. ' 51 ' AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11/11 17 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 1- 09.2(2) Specific Requirements for Batching Scales In the first paragraph, the last sentence is revised to read- Batching scales used for Portland Cement concrete or hot mix asphalt shall not be used for batching other materials. 1- 09.2(3) Specific Requirements for Platform Scales In the first paragraph, the last sentence is revised to read: A tare weight shall be taken of each hauling vehicle at least once daily. The third paragraph is deleted. 1- 09.2(5) Measurement This section is revised to read: Scale Verification Checks The Engineer will verify the accuracy of each batch, hopper or platform scale. The frequency of verification checks will be such that at least one test weekly is performed for each weighed contract item of work being performed during that week. Verification checks may not be routinely conducted for weighed material, who's proposal quantity multiplied by the unit bid price, has a value less than $20,000. The verification will consist of one of the following methods and be at the Contractor's option: Weigh a loaded truck on a separate certified platform scale designated by the Contractor, for the purpose of scale verification. 2. Weigh a vehicle that weighs at least 10,000 pounds on a separate certified I scale and then check the project scale with it. 3. Establish a certified fixed load weighing at least 10,000 pounds as a check - weight. The certification shall consist of an affidavit affirming the correct weight of the fixed load. Should the scale verification check reveal a weight difference of more than 0.5- percent, a second scale verification check shall be performed immediately. If the weight differences of both comparison checks exceed the 0.5- percent limit, the Contractor shall immediately stop weighing and the scale shall be recertified at the Contractor's expense. Belt Scales To test the accuracy of a belt- conveyor scale, the Contractor shall weigh five or more payloads from sequential hauling units and compare these weights with weights of the same payloads taken on a separate certified platform scale. If the test results fluctuate, the Engineer may require more than five check loads. Conveyor weights will be based on tonnage values taken from the sealed odometer at the beginning and end of each check period. AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11/11 18 ' 1 If scale verification checks show the scale has been under weighing, it shall be adjusted 2 immediately. ' 3 4 If scale verification checks show the scale has been overweighing, its operation will 5 cease immediately until adjusted. ' 6 7 Minor Construction Items 8 If the specifications and plans require weight measurement for minor construction items, ' 9 the Contractor may request permission to convert volume to weight. If the Engineer 10 approves, an agreed factor may be used to make this conversion and volume may be 11 used to calculate the corresponding weight for payment. 12 13 1- 09.2(6) Payment 14 This section is revised to read: ' 15 16 Unless specified otherwise the Contracting Agency will pay for no materials received by 17 weight unless they have been weighed as required in this section or as required by ' 18 another method the Engineer has approved in writing. 19 20 The Contractor shall not be compensated for any loss from under weighing that is 21 revealed by scale verification checks. ' 22 23 If scale verification checks reveal that the scale is over weighing, then payment for all 24 material weighed since the last valid scale verification check will be adjusted. The ' 25 contracting agency will calculate the combined weight of all materials weighed after the 26 last verification check showing accurate results. This combined weight will then be 27 reduced for payment by the percentage of scale error that exceeds 0.5- percent unless ' 28 the Contractor demonstrates to the satisfaction of the Engineer that the defect in the 29 scale was present for a lesser period of time. 30 ' 31 Unit contract prices for the various pay items of the project cover all costs related to 32 weighing and proportioning materials for payment. These costs include but are not 33 limited to: 34 35 0 furnishing, installing, certifying, and maintaining scales; 36 37 providing a weigher to operate a Contractor provided scale; ' 38 39 0 providing a weigher to operate a commercial scale, if necessary; 40 41 0 providing self - printing tickets, if necessary; 42 43 0 rerouting a truck for verification weighing; ' 44 45 assisting the Engineer with scale verification checks; 46 47 any other related costs associated with meeting the requirements of this 48 section. 49 ' 50 1 -09.9 Payments 51 The first paragraph is revised to read: 52 1 AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11 /11 19 1 The basis of payment will be the actual quantities of Work performed according to the ' 2 Contract and as specified for payment. 3 ,4 The Contractor shall submit a breakdown of the cost of lump sum Items to enable the 5 Project Engineer to determine the Work performed on a monthly basis. Lump sum item 6 breakdowns shall be submitted prior to the first progress payment that includes payment ' 7 for the Bid Item in question. A breakdown is not required for lump sum items that 8 include a basis for incremental payments as part of the respective Specification. Absent 9 a lump sum breakdown the Project Engineer will make a determination based on ' 10 information available. The Project Engineer's determination of the cost of work shall be 11 final. 12 '13 In the third paragraph, the second sentence is deleted. 14 15 1- 09.11(1)A Disputes Review Board Membership 16 This section is supplemented with the following new paragraph: ' 17 18 The Contracting Agency and Contractor shall indemnify and hold harmless the Board 19 Members from and against all claims, damages, losses and expenses, including but not ' 20 limited to attorney's fees arising out of and resulting from the actions and 21 recommendations of the Board. 22 ,23 1- 10.AP1 24 SECTION 1 -10, TEMPORARY TRAFFIC CONTROL 25 April 4, 2011 ' 26 In Division 1 -10, all references to "truck mounted" are revised to read "transportable ". 27 '28 1 -10.1 General 29 The following sentence is inserted at the beginning of this section: 30 31 Temporary traffic control refers to the control of all types of traffic, including vehicles, 32 bicyclists, and pedestrians (including pedestrians with disabilities). 33 '34 1- 10.2(1)A Traffic Control Management 35 Item number 2. in the first paragraph is revised to read: 36 ,37 2. Providing the Contractor's designated TCS with approved Traffic Control Plans 38 (TCPs) which are compatible with the Work operations and traffic control for which 39 they will be implemented Having the latest adopted edition of the Manual On 40 Uniform Traffic Control Devices for Streets and Highways (MUTCD,) including the ' 41 Washington State Modifications to the MUTCD, the most current edition of the 42 Public Rights -Of -Way Accessibility Guidelines (PROWAG), and applicable 43 standards and Specifications available at all times on the project. , 44 45 1- 10.2(1)B Traffic Control Supervisor 46 Item number 1. in the third paragraph is revised to read: ' 47 48 1. Having a current set of approved traffic control plans (TCPs), applicable Contract 49 Provisions as provided by the Contractor, the latest adopted edition of the MUTCD, ' 50 including the Washington State Modifications to the MUTCD, the book Quality AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11/11 20 1 Guidelines for Temporary Work Zone Traffic Control Devices, the most current 2 edition of the PROWAG, and applicable standards and Specifications. 3 4 The third paragraph is supplemented with the following* 5 6 7. Ensuring that all pedestrian routes or access points, existing or temporary, are kept 7 clear and free of obstructions and that all temporary pedestrian routes or access 8 points are detectable and accessible to persons with disabilities as provided for in 9 the approved Plans. 10 11 1- 10.2(2) Traffic Control Plans 12 The second paragraph is revised to read: 13 14 When the Contractor's chosen method of performing the Work in the Contract requires 15 some form of temporary traffic control for vehicles, bicyclists, or pedestrians, the 16 Contractor shall either: (1.) designate and adopt, in writing, the traffic control plan or 17 plans from the Contract documents that support that method; or (2.) submit a 18 Contractor's plan that modifies, supplements or replaces a plan from the Contract 19 documents. Any Contractor - proposed modification, supplement or replacement shall 20 show the necessary construction signs, flaggers, spotters and other traffic control 21 devices required to support the Work. Any Contractor - proposed traffic control plan shall 22 conform to the established standards for plan development as shown in the MUTCD, 23 Part 6 and the most current edition of the PROWAG. The Contractor's submittal, either 24 designating and adopting a traffic control plan from the Contract documents or 25 proposing a Contractor - developed plan, shall be provided to the Engineer for approval 26 at least 10- calendar days in advance of the time the signs and other traffic control 27 devices are scheduled to be installed and utilized. The Contractor shall be solely 28 responsible for submitting any proposed traffic control plan or modification, obtaining the 29 Engineer's approval and providing copies of the approved Traffic Control Plans to the 30 Traffic Control Supervisor. 31 32 1- 10.2(3) Conformance to Established Standards 33 The reference "(TMA's)" in the paragraph that starts with "Category 3" is deleted. 34 35 The first paragraph is revised to read: 36 37 Flagging, signs, and all other traffic control devices and procedures furnished or 38 provided shall conform to the standards established in the latest WSDOT adopted 39 edition of the Manual On Uniform Traffic Control Devices for Streets and Highways 40 (MUTCD,) published by the U.S. Department of Transportation and the Washington 41 State Modifications to the MUTCD and the most current edition of the Public Rights -Of- 42 Way Accessibility Guidelines (PROWAG). Judgment of the quality of devices furnished 43 will be based upon Quality Guidelines for Temporary Traffic Control Devices, published 44 by the American Traffic Safety Services Association. Copies of the MUTCD and Quality 45 Guidelines for Temporary Control Devices may be purchased from the American Traffic 46 Safety Services Association, 15 Riverside Parkway, Suite 100, Fredericksburg, Virginia 47 22406 -1022. The Washington State Modifications to the MUTCD may be obtained from 48 the Department of Transportation, Olympia, Washington 98504. The most current 49 edition of the Public Rights -Of -Way Accessibility Guidelines (PROWAG) can be 50 downloaded from the United States Access Board web site (www. access - board.gov). 51 AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11/11 21 1 1- 10.3(1) Traffic Control Labor 2 The first paragraph is revised to read: 3 4 The Contractor shall furnish all personnel for flagging, spotting, for the execution of all 5 procedures related to temporary traffic control and for the setup, maintenance and 6 removal of all temporary traffic control devices and construction signs necessary to 7 control vehicular, bicycle, and pedestrian traffic during construction operations. 8 9 1- 10.3(2)C Lane Closure Setup/Takedown 10 Item number 1 in the first paragraph is revised to read: 11 12 1. If the Plans show a portable changeable message sign, it shall be established in 13 advance of the operation; far enough back to provide warning of both the operation 14 and any queue of traffic that has formed during the operation. 15 16 In the second paragraph, the reference to "TMA/arrow board" is revised to read 17 "transportable attenuator /arrow board ". 18 19 1- 10.3(3) Traffic Control Devices 20 The following paragraph is inserted at the beginning of this section: 21 22 Traffic control devices, including signs, furnished or provided shall conform to the 23 standards established in the latest WSDOT adopted edition of the Manual On Uniform 24 Traffic Control Devices for Streets and Highways (MUTCD,) published by the U.S. 25 Department of Transportation and the Washington State Modifications to the MUTCD. 26 Requirements for pedestrian traffic control devices are addressed in the MUTCD. 27 28 1- 10.3(3)A Construction Signs 29 In the fourth paragraph "height" is replaced with "top of the ballast ". 30 31 1- 10.3(3)J Truck Mounted Attenuator 32 The title for this section is revised to read: 33 34 1- 10.3(3)J Transportable Attenuator 35 36 In the second and fourth paragraphs, the references to "TMA" are revised to read 37 "Transportable Attenuator ". 38 39 In the first paragraph, the first sentence is revised to read: 40 41 Where shown on an approved traffic control plan or where ordered by the Engineer, the 42 Contractor shall provide, operate, and maintain transportable impact attenuators as 43 required in Section 9- 35.12. 44 45 In the third paragraph, the reference to "truck's" is revised to read "host vehicle's ". 46 47 1- 10.4(2) Item Bids with Lump Sum for Incidentals 48 All references to "Truck Mounted Impact Attenuator(s)" are revised to read "Transportable 49 Attenuator(s)". 50 51 In the eighth paragraph, the first sentence is revised to read: AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11/11 22 1 2 "Transportable Attenuator" will be measured per each one time only for each host 3 vehicle with mounted or attached impact attenuator used on the project. 4 5 In the last sentence of the ninth paragraph, the reference to "TMA" is replaced with 6 "transportable attenuator ". 7 8 This Section is supplemented with the following: 9 10 No specific unit of measurement will apply to the lump sum item of "Pedestrian Traffic 11 Control." 12 13 1- 10.5(2) Item Bids with Lump Sum for Incidentals 14 All references to "truck mounted impact attenuator(s)" are revised to read "transportable 15 attenuator(s)". 16 17 This Section is supplemented with the following: 18 19 "Pedestrian Traffic Control ", lump sum. 20 The lump sum Contract payment shall be full compensation for all costs of labor and 21 materials incurred by the Contractor in performing pedestrian traffic control Contract 22 Work defined in Section 1 -10. 23 24 2- 01.AP2 25 SECTION 2 -01, CLEARING, GRUBBING, AND ROADSIDE CLEANUP 26 April 5, 2010 27 2- 01.3(2) Grubbing 28 In the first paragraph Item 2. e. is revised to read: 29 30 e. Upon which embankments will be placed except stumps may be close -cut or 31 trimmed as allowed in Section 2- 01.3(1) item 3. 32 33 2- 02.AP2 34 SECTION 2 -02, REMOVAL OF STRUCTURES AND OBSTRUCTIONS 35 January 4, 2010 36 2 -02.3 Construction Requirements 37 The fourth paragraph is revised to read: 38 39 The Contractor may dispose of waste material in Contracting Agency owned sites if the 40 Special Provisions or the Engineer permits it. Otherwise, the Contractor shall arrange 41 to dispose of waste at no expense to the Contracting Agency and the disposal shall 42 meet the requirements of Section 2- 03.3(7)C. 43 44 2- 09.AP2 45 SECTION 2 -09, STRUCTURE EXCAVATION 46 January 3, 2011 47 2- 09.3(1)E Backfilling 48 The sixth paragraph is revised to read: AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11/11 23 2 The water /cement ratio shall be calculated on the total weight of cementitious material. 3 Cementitious materials are those listed in Section 5 -05 2. 4 5 2- 09.3(2) Classification of Structure Excavation 6 Item number 1 is revised to read: 7 8 1. Class A. Structure excavation required for bridge and retaining wall footings, 9 geosynthetic retaining wall footings, structural earth walls and sign structure 10 footings, pile or drilled shaft caps, seals, wingwall footings, detention vaults, and 11 noise barrier wall footings shall be classified as Structure excavation Class A. If the 12 excavation requires a cofferdam, structural shoring, or extra excavation, the work 13 outside the neat lines of the Structure excavation Class A shall be classified as 14 shoring or extra excavation Class A. 15 16 2- 09.3(3)D Shoring and Cofferdams 17 The 14th paragraph is revised to read: 18 19 If soldier piles are placed in drilled holes, and lagging is installed concurrently with the 20 excavation, all backfill above the bottom of the lagging shall consist of controlled density 21 fill or lean concrete. Backfill below the bottom of the lagging may consist of pea gravel. 22 If full- height steel sheet lagging is installed prior to excavation, soldier pile holes may be 23 backfilled with pea gravel. 24 25 2 -09.4 Measurement 26 The second sentence in the second paragraph, "Horizontal Limits ", is supplemented with 27 the following: 28 29 (4) more than 1 -foot outside the perimeter of the soil reinforcement area for 30 geosynthetic and structural earth walls. 31 32 5- 01.AP5 33 SECTION 5 -01, CEMENT CONCRETE PAVEMENT REHABILITATION 34 August 2, 2010 35 5 -01.2 Materials 36 The referenced section for the following item is revised to read: 37 38 Dowel Bars 9- 07.5(1) 39 40 5- 01.3(4) Replace Portland Cement Concrete Panel 41 The thirteenth paragraph is revised to read: 42 43 The tie bar and dowel bar holes shall be blown clean with compressed air before 44 grouting. The bar shall be centered in the hole and all voids around the bar completely 45 filled with grout. Dams, if needed, shall be placed at the front of the holes to confine the 46 grout and center the bars in the holes. The dams shall permit the escape of air without 47 leaking grout and shall not be removed until grout has cured in the hole. 48 49 5- 01.3(6) Dowel Bar Retrofit 50 The last paragraph is deleted AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11/11 24 1 2 5- 01.3(9) Portland Cement Concrete Pavement Grinding 3 The third sentence in the first paragraph is revised to read: 4 5 Grind one pass along the edge adjacent to Portland Cement Concrete Pavement 6 (PCCP) placed in accordance with Section 5 -05, before the PCCP is placed. 7 8 The second sentence in the second paragraph is deleted. 9 10 5- 02.AP5 11 SECTION 5 -02, BITUMINOUS SURFACE TREATMENT 12 August 2, 2010 13 5 -02.5 Payment 14 The following pay item and related statements are deleted: 15 16 "Asphalt Emulsion Price Adjustment', by calculation. 17 18 5- 04.AP5 19 SECTION 5 -04, HOT MIX ASPHALT 20 April 4, 2011 21 5- 04.3(5)E Pavement Repair 22 The third sentence in the second paragraph is revised to read: 23 24 The minimum width of any pavement repair area shall be 42- inches unless shown 25 otherwise in the Plans. 26 27 5- 04.3(8)A1 General 28 The second sentence in the second paragraph is revised to read: 29 30 Statistical evaluation will be used for a class of HMA with the same PG grade of asphalt 31 binder, when the Proposal quantities exceed 4,000 -tons. 32 33 The third paragraph is revised to read: 34 35 Nonstatistical evaluation will be used for the acceptance of HMA when the Proposal 36 quantities for a class of HMA, with the same PG grade of asphalt binder, are 4,000 -tons 37 or less. 38 39 5- 04.3(8)A4 Definition of Sampling Lot and Sublot 40 The first sentence in the first paragraph is revised to read: 41 42 A lot is represented by randomly selected samples of the same mix design that will be 43 tested for acceptance with a maximum of 15 sublots per lot; the final lot for a mix design 44 may be increased to 25 sublots 45 46 5- 04.3(10)B1 General 47 The first sentence in the second paragraph is revised to read: 48 AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11/11 25 1 A lot is represented by randomly selected samples of the same mix design that will be 2 tested for acceptance with a maximum of 15 sublots per lot; the final lot for a mix design 3 may be increased to 25 sublots. 4 5 5- 05.AP5 6 SECTION 5 -05, CEMENT CONCRETE PAVEMENT 7 January 3, 2011 8 5 -05.2 Materials 9 This section is supplemented with the following: 10 11 Cementitious Materials are considered to be the following: portland cement, blended 12 hydraulic cement, fly ash, ground granulated blast- furnace slag, microsilica fume, and 13 metakaolin. 14 15 5- 05.3(1) Concrete Mix Design For Paving 16 In number 1., the second sentence in the fourth paragraph is revised to read: 17 18 Cementitious materials are those listed in Section 5 -05.2. 19 20 In number 3.c., the last paragraph is deleted. 21 22 5- 05.3(4)A Acceptance of Portland Cement Concrete Pavement 23 All references to " AASHTO T 22" are revised to read " WSDOT FOP for AASHTO T 22 ". 24 25 In the fifth paragraph "WAQTC FOP for TM 2" is revised to read "WAQTC TM 2 ". 26 27 The eighth paragraph is revised to read: 28 29 Acceptance testing for compliance of air content and 28 -day compressive strength shall 30 be conducted from samples prepared according to WSDOT FOP for WAQTC TM 2. Air 31 content shall be determined by conducting WSDOT FOP for WAQTC / AASHTO T 152. 32 Compressive Strength shall be determined by WSDOT FOP for AASHTO T 23 and 33 WSDOT FOP for AASHTO T 22. 34 35 5- 05.3(11) Finishing 36 The first sentence in the third paragraph is revised to read: 37 38 On projects requiring less than 500 - square yards of cement concrete pavement or 39 irregular areas the surface finish may be either longitudinal tining or be given a final 40 finish surface by texturing with a comb perpendicular to the centerline of the pavement. 41 42 The fourth sentence in the third paragraph is deleted. 43 44 The last sentence in the third paragraph is revised to read: 45 46 Regardless of the surface finish, if the pavement has a raised curb without a formed 47 concrete gutter, the texturing shall end 2 -feet from the curb line. 48 49 This section is supplemented with the following two new paragraphs: 50 AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7111111 26 1 The standard method of surface finish shall be Ibngitudinal tining. In advance of curing 2 operations, where longitudinal tining is required, the pavement shall be given an initial 3 and a final texturing. Initial texturing shall be performed with a burlap drag or broom 4 device that will produce striations parallel with centerline. Final texturing shall be 5 performed with a spring steel tine device that will produce grooves parallel with the 6 centerline. The spring steel tine device shall be operated within 5- inches, but not closer 7 than 3- inches, of pavement edges. 8 9 Burlap drags, brooms and tine devices shall be installed on self - propelled equipment 10 having external alignment control. The installation shall be such that when texturing, 11 the area of burlap in contact with the pavement surface shall be maintained constant at 12 all times. Broom and tine devices shall be provided with positive elevation control. 13 Downward pressure on pavement surface shall be maintained at all times during 14 texturing so as to achieve uniform texturing without measurable variations in pavement 15 profile. Self- propelled texturing machines shall be operated so that travel speed when 16 texturing is maintained constant. Failure of equipment to conform to all provisions in 17 this paragraph shall constitute cause for stopping placement of concrete until the 18 equipment deficiency or malfunction is corrected. Spring steel tines of the final texturing 19 device shall be rectangular in cross section, 3/32 to 1/8 inch wide, on 3/a inch centers, and 20 of sufficient length, thickness and resilience to form grooves approximately 3/16 inch 21 deep in the fresh concrete surface. Final texture shall be uniform in appearance with 22 substantially all of the grooves having a depth between 1/16 inch and 5/16 inch. 23 24 5- 05.3(12) Surface Smoothness 25 The first paragraph is revised to read: 26 27 The pavement smoothness will be checked with equipment furnished and operated by 28 the Contractor, under supervision of the Engineer, within 48 -hours following placement 29 of concrete. Smoothness of all pavement placed except Shoulders, ramp tapers, 30 intersections, tight horizontal curves, and small or irregular areas as defined by Section 31 5- 05.3(3) unless specified otherwise, will be measured with a recording profilograph, as 32 specified in Section 5- 05.3(3), parallel to centerline, from which the profile index will be 33 determined in accordance with WSDOT Test Method 807. Tight horizontal curves are 34 curves having a centerline radius of curve less than 1,000 feet and pavement within the 35 superelevation transition of those curves. 36 37 5- 05.3(13)A Curing Compound 38 The tenth paragraph is deleted. 39 40 5- 05.3(16) Protection of Pavement 41 All references to " AASHTO T 22" are revised to read " WSDOT FOP for AASHTO T 22 ". 42 43 5- 05.3(17) Opening to Traffic 44 All references to " AASHTO T 22" are revised to read " WSDOT FOP for AASHTO T 22 ". 45 46 6- 01.AP6 47 SECTION 6 -01, GENERAL REQUIREMENTS FOR STRUCTURES 48 August 2, 2010 ' 49 6 -01.6 Load Restrictions on Bridges Under Construction 50 In the first paragraph "roadway deck" is deleted and replaced with "bridge deck ". AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11/11 27 1 2 6 -01.8 Approaches to Movable Spans 3 In the first paragraph "roadway" is deleted and replaced with "bridge deck ". 4 5 6- 02.AP6 6 SECTION 6 -02, CONCRETE STRUCTURES 7 April 4, 2011 8 In Division 6 -02, all references to "roadway slab ", "roadway deck" and "deck slab" are 9 deleted and replaced with "bridge deck ". 10 11 6 -02.2 Materials 12 In the first paragraph, the following item is inserted after the item "Microsilica Fume ": 13 14 Metakaolin 9 -23.12 15 16 6- 02.3(1) Classification of Structural Concrete 17 The first paragraph is deleted and replaced with the following two new paragraphs: 18 19 The class of concrete to be used shall be as noted in the Plans and these 20 Specifications. The Class includes the specified minimum compressive strength in psi at 21 28 days (numerical class) and may include a letter suffix to denote structural concrete 22 for a specific use. Letter suffixes include A for bridge approach slabs, D for bridge 23 decks, P for piling and shafts, and W for underwater. The numerical class without a 24 letter suffix denotes structural concrete for general purposes. 25 26 Concrete of a numerical class greater than 4000 shall conform to the requirements 27 specified for either Class 4000 (if general purpose) or for the appropriate Class 4000 28 with a letter suffix, as follows: 29 30 1. Mix ingredients and proportioning specified in Section 6- 02.3(2) and Section 6- 31 02.3(2)A. 32 33 2. Consistency requirements specified in Section 6- 02.3(4)C. 34 35 3. Curing requirements specified in 6- 02.3(11). 36 37 6- 02.3(2) Proportioning Materials 38 The table following the third paragraph is revised to read: 39 AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11/11 28 1 2 3 4 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 Table 2 Cementitious Requirement for Concrete Class of Minimum Minimum % Maximum % Maximum % Concrete Cementitiou replacement replacement replacement S of fly as for of fly ash of ground Content portland for granulated (lbs) cement portland blast cement furnace slag for portland cement 4000 564 * 35 40 4000A 564 * 20 30 4000D 660 10 20 30 4000P 600 15 35 40 4000W 564 * 35 40 3000 564 35 40 Commercial * *564 35 40 Concrete Pumpable * * * ** * ** Lean Concrete Lean 140-200 * 35 40 Concrete * No minimum specified ** For Commercial Concrete the minimum cementitious content is only required for sidewalks, curbs and gutters * ** No maximum specified The fifth paragraph is revised to read: The water /cement ratio shall be calculated on the total weight of cementitious material. Cementitious materials are those listed in Section 5 -05.2. With the Engineers written approval microsilica fume and metakaolin can be used in all classifications of Class 4000, Class 3000 and commercial concrete and is limited to a maximum of 10% of the cementitious material. 6- 02.3(2)A Contractor Mix Design The fourth, fifth and sixth sentences of the first paragraph are deleted and replaced with the following sentence: All proposed concrete mix shall meet the requirements of Table 2 Cementitious Requirement for Concrete in Section 6- 02.3(2). 6- 02.3(2)D Lean Concrete This section is revised to read: Lean concrete shall have a minimum cementitious material content of between 145 and 200 - pounds per cubic yard and have a maximum water /cement ratio of 2. AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11/11 29 1 6- 02.3(6) Placing Concrete 2 The third paragraph is revised to read: 3 4 All foundations, forms, and contacting concrete surfaces shall be moistened with water 5 just before the concrete is placed. Any standing water on the foundation, on the 6 concrete surface, or in the form shall be removed. 7 8 The following new sentence is added after the fourth sentence in the fourth paragraph: 9 10 The submittal to the Engineer shall include justification that the concrete mix design will 11 remain fluid for interruptions longer than 30- minutes between placements. 12 13 6- 02.3(6)D Protection Against Vibration 14 The first paragraph is revised to read: 15 16 Freshly placed concrete shall not be subjected to excessive vibration and shock waves 17 during the curing period until it has reached a 2000 -psi minimum compressive strength 18 for structural concrete and lower strength classes of concrete. 19 20 6- 02.3(10)D Concrete Placement, Finishing, and Texturing 21 The following paragraph is inserted at the beginning of this section: 22 23 Before placing bridge approach slab concrete, the subgrade shall be constructed in 24 accordance with Sections 2 -06 and 5- 05.3(6). 25 26 6- 02.3(10)F Bridge Approach Slab Orientation and Anchors 27 The third sentence in the second paragraph is revised to read: 28 29 All metal parts of the approach expansion anchor shall receive one coat of paint 30 conforming to Section 9- 08.1(2)F or be galvanized in accordance with AASHTO M 232. 31 32 6- 02.3(11) Curing Concrete 33 In the fifth paragraph "Type 1 D" is revised to read "Type 1 D, Class B ". 34 35 6- 02.3(17)B Allowable Design Stresses and Deflections 36 Under the heading "Timber ", the second sentence is revised to read: 37 38 The allowable stresses and loads shall not exceed the lesser of stresses and loads 39 given in the table below or factored stresses for designated species and grade in Table 40 7.3 of the Timber Construction Manual, latest Edition by the American Institute of 41 Timber Construction 42 43 Under the heading "Steel ", the first sentence is revised to read: 44 45 For identified grades of steel, design stresses shall not exceed those specified in the 46 Steel Construction Manual, latest Edition by the American Institute of Steel 47 Construction, except as follows: 48 49 6- 02.3(17)F Bracing 50 Under the heading "Temporary Bracing for Bridge Girders ", the table is revised to read: 51 AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11/11 30 1 2 3 4 5 6 7 8 9 10 Girder Series Distance in Inches W42G 30 W50G 42 W58G 63 W74G 66 Prestressed concrete tub girders with webs with flanges 30 WF36G, WF42G, WF50G, WF58G, WF66G, WF74G, WF83G, WF95G, and WF100G 70 W32BTG, W38BTG, and W62BTG 70 WF74PTG, WF83PTG, WF95PTG, and WF100PTG 70 6- 02.3(17)N Removal of Falsework and Forms The first paragraph including table is revised to read: If the Engineer does not specify otherwise, the Contractor may remove forms based on an applicable row of criteria in the table below. Both compressive strength and minimum time criteria must be met if both are listed in the applicable row. The minimum time shall be from the time of the last concrete placement the forms support. In no case shall the Contractor remove forms or falsework without the Engineer's approval. AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11 /11 31 1 2 3 4 5 6 7 8 9 10 11 12 13 Concrete Placed In Percent of Specified Minimum Minimum Time Minimum Compressive Compressive Strength1 Stren th1 Columns, walls, non- — — 3 days sloping box girder webs, abutments, footings, pile caps„ traffic and pedestrian barriers, and any other side form not supporting the concrete weight. Columns, walls, non- — 1400 psi 18 hours sloping box girder webs, abutments, traffic and pedestrian barriers, and any other side form not supporting the concrete weight or other loads. Side forms of footings, pile — — 18 hours caps, and shaft ca pS.2 Crossbeams, shaft caps, 80 — 5 days struts, inclined columns and inclined walls. Bridge decks supported on 80 — 10 days wood or steel stringers or on steel or prestressed concrete girders. 3 Box girders, T -beam 80 — 14 days girders, and flat -slab Superstructure. 3 Arches.3 80 — 21 days 1 Strength shall be proved by test cylinders made from the last concrete placed into the form. The cylinders shall be cured according to WSDOT FOP for AASHTO T 23. 2 Curing compound shall be immediately applied to the sides when forms are removed. 3 Where continuous spans are involved, the time for all spans will be determined by the last concrete placed affecting any span. The third and fourth paragraphs are deleted. The fifth paragraph is revised to read: Curing shall comply as required in Section 6- 02.3(11). The concrete surface shall not become dry during form removal if removed during the cure period. 6- 02.3(20) Grout for Anchor Bolts and Bridge Bearings In the fourth paragraph "9- 20.3(4)" is revised to read "Section 9- 20.3(4) ". AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11/11 32 1 6- 02.3(24) Reinforcement 2 This first paragraph is revised to read: 3 4 Although a bar list is normally included in the Plans, the Contracting Agency does not 5 guarantee its accuracy and it shall be used at the Contractor's risk. Reinforcement 6 fabrication details shall be determined from the information provided in the Plans. 7 8 The third paragraph is deleted. 9 10 6- 02.3(24)C Placing and Fastening 11 The eighth paragraph is revised to read: 12 13 Mortar blocks may be accepted based on a Manufacturer's Certificate of Compliance. 14 15 The 14th paragraph is revised to read: 16 17 Clearances for main bars shall be at least: 18 19 4- inches between: Bars and the surface of any concrete masonry exposed 20 to the action of salt or alkaline water. 21 22 3- inches between: Bars and the surface of any concrete deposited against 23 earth without intervening forms. 24 25 2 -'/2- inches between: Adjacent bars in a layer. Bridge deck bars and the top of 26 the bridge deck. 27 28 2- inches between: Adjacent layers. Bars and the surface of concrete 29 exposed to earth. Reinforcing bars and the faces of 30 forms for exposed aggregate finish. 31 32 1 -'/2- inches between: Bars and the surface of concrete when not specified 33 otherwise in this Section or in the Plans. Barrier and 34 curb bars and the surface of concrete. 35 36 1 -inch between: Slab bars and the bottom of the slab. Slab bars and the 37 top surface of the bottom slab of a cast -in -place 38 concrete box girder. 39 40 The following new paragraph is inserted after the 14th paragraph: 41 42 Cover to ties and stirrups may be 1/2-inch less than the values specified for main bars 43 but shall not be less than 1 -inch. 44 45 6- 02.3(24)F Mechanical Splices 46 Items 1, 2, and 3 in the fourth paragraph are revised to read: 47 48 1. Mechanical splices shall develop at least 125 percent of the specified yield strength 49 of the unspliced bar. The ultimate tensile strength of the mechanical splice shall 50 exceed that of the unspliced bar. 51 AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11/11 33 1 2 3 4 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 2. The total slip of the bar within the spliced sleeve of the connector after loading in tension to 30.0 ksi and relaxing to 3.0 ksi shall not exceed the following measured displacements between gage points clear of the splice sleeve: a. 0.01 inches for bar sizes up to No. 14. b. 0 03 inches for No. 18 bars. The maximum allowable bar size for mechanical laps splices shall be No. 6. 6- 02.3(25) Prestressed Concrete Girders Under the heading "Prestressed Concrete Wide Flange I Girder" the last sentence is revised to read: WSDOT standard girders in this category include Series WF36G, WF42G, WF50G, WF58G, WF66G, WF74G, WF83G, WF95G and W17100G. Under the heading "Spliced Prestressed Concrete Girder" the fourth sentence is revised to read: Ducts shall conform to the Section 6- 02.3(26)E requirements for internal embedded installation except that ducts for I girders may be 24 gage, semi - rigid, galvanized, corrugated, ferrous metal. Ducts shall be round, unless the Engineer approves use of elliptical shaped ducts. Under the heading "Spliced Prestressed Concrete Girder" the last sentence is revised to read: WSDOT standard girders in this category include Series WF74PTG, WF83PTG, WF95PTG and WF100PTG 6- 02.3(25)1 Fabrication Tolerances Item Number 1 in the first paragraph is revised to read: Prestressed Concrete Girder Length (overall): ± 1/4 -inch per 25 -feet of beam length, up to a maximum of ± 1 -1/2 -inch. 6- 02.3(25)L Handling and Storage In the third sentence of the second paragraph, read "3- foot -0- inches ". the reference to "1- foot -9- inches" is revised i e sed to In the fourth paragraph, the second, third, and fourth sentences are revised to read: The lifting locations and concrete release strengths shown in the girder schedule in the Plans assume that these temporary strands are pretensioned. Alternatively, these temporary strands may be post- tensioned, provided the same lifting locations indicated in the girder schedule are used and the strands are tensioned prior to lifting the girder from the form. These temporary strands shall be of the same diameter, and shall be tensioned to the same force, as the permanent strands. In the fifth paragraph, the following new sentence is inserted after the second sentence: AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11/11 34 1 When temporary top strands are not needed for lifting but are required for shipping, they 2 shall be post- tensioned on the same day that the permanent prestress is released into 3 the girder. 4 5 6- 02.3(25)N Prestressed Concrete Girder Erection 6 The seventh paragraph is supplemented with the following: 7 8 The aspect ratio (height/width) of oak block wedges at the girder centerline shall not 9 exceed 1.0. 10 11 6- 02.3(26)E Ducts 12 Beneath the heading "Ducts for Internal Embedded Installation" the second sentence in 13 the second paragraph is revised to read: 14 15 Polypropylene ducts shall conform to ASTM D 4101 with a cell classification range of 16 PP0340B14541 to PP03401367884. 17 18 This section is supplemented with the following: 19 20 All duct splices, joints, couplings and connections to anchorages shall be made with 21 devices or methods (mechanical couplers, plastic sleeves, shrink sleeve) that are 22 approved by the duct manufacturer and produce a smooth interior alignment with no lips 23 or kinks. All connections and fittings shall be air and mortar tight. Taping is not 24 acceptable for connections and fittings. 25 26 6- 02.3(26)H Grouting 27 The first sentence in the last paragraph is deleted. 28 29 6- 02.3(27) Concrete for Precast Units 30 The first paragraph is supplemented with the following: 31 32 Type III portland cement is permitted to be used in precast concrete units. 33 34 The third paragraph is deleted. 35 36 This section is supplemented with the following new sub - sections: 37 38 6- 02.3(27)A Use of Self Consolidating Concrete for Precast Units 39 Self Consolidating Concrete (SCC) is concrete that is able to flow under its own weight 40 and completely fill the formwork without the need of any vibration while maintaining 41 homogeneity, even in the presence of dense reinforcement. SCC shall be capable of 42 flowing through the steel reinforcing bar cage without segregation or buildup of 43 differential head inside or outside of the steel reinforcing bar cage. 44 45 SCC may be used for the following precast concrete structure elements: 46 47 1. Precast roof, wall and floor panels, and retaining wall panels in accordance 48 with Section 6- 02.3(28). 49 50 2. Precast reinforced concrete three sided structures in accordance with Section 51 6- 02.3(28) as supplemented in the Special Provisions. 52 AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11/11 35 1 3. Precast concrete barrier in accordance with Section 6- 10.3(1). 2 3 4 Precast concrete wall stem panels in accordance with Section 6- 11.3(3). 4 5 5. Precast concrete noise barrier wall panels in accordance with Section 6- 6 12.3(6). 7 8 6. Structural earth wall precast concrete facing panels in accordance with Section 9 6- 13.3(4). 10 11 7. Precast drainage structure elements in accordance with Section 9- 05.50. 12 13 8. Precast junction boxes, cable vaults, and pull boxes in accordance with 14 Section 9 -29.2 15 16 6- 02.3(27)6 Submittals for Self Consolidating Concrete for Precast Units 17 With the exception of items 3, 7, and 8 in Section 6 -02 3(27)A, the Contractor shall 18 submit the mix design for SCC to the Engineer for annual approval in accordance with 19 Section 6- 02.3(28)B . The mix design submittal shall include items specified in Section 20 6 -02 3(2)A and results of the following tests conducted on concrete that has slump flow 21 within the slump flow range defined below: 22 23 1. Slump Flow. 24 25 a. The mix design shall specify the target slump flow in inches, in 26 accordance with WSDOT FOP for ASTM C 1611. The slump flow range 27 is defined as the target slump flow plus or minus 2- inches. 28 29 b. The visual stability index (VSI) shall be less than or equal to 1, in 30 accordance with ASTM C 1611, Appendix X1, using Filling Procedure B. 31 32 c. The Tso flow rate results shall be less than 6- seconds in accordance with 33 ASTM C 1611, Appendix X1, using Filling Procedure B. 34 35 2. Column Segregation. 36 37 a. The maximum static segregation shall be 10- percent in accordance with 38 ASTM C 1610. 39 40 b. The Maximum Hardened Visual Stability Index (HVSI) shall be 1 in 41 accordance with AASHTO PP 58. 42 43 3. J ring test results for passing ability shall be less than or equal to 1.5- inches in 44 accordance with the WSDOT FOP for ASTM C 1621. 45 46 4. Air content shall be tested in accordance with WSDOT Test Method T 818, 47 and shall conform to Section 6- 02.3(2)A. 48 49 5. Concrete unit weight results in pounds per cubic foot shall be recorded in 50 accordance with AASHTO T 121, except that the concrete shall not be 51 consolidated in the test mold. 52 AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11/11 36 1 6. The temperature of all concrete laboratory test samples shall be tested in 2 accordance with AASHTO T 309 and shall conform to the placement limits 3 specified in Section 6- 02.3(4)D. 4 5 7. The modulus of elasticity in pounds per square inch at 28 days shall be 6 recorded in accordance with ASTM C 469. 7 8 Use of Type III cement is permitted. 9 10 Placement for construction may include consolidation using light vibration, but the 11 requirements of Section 6- 02.3(4)C for consistency will not apply. 12 13 Items 3, 7, and 8 in Section 6- 02.3(27)A require the precast plant to cast one 14 representative structure acceptable to the Engineer and have the structure sawn in half 15 for examination by the Contracting Agency to determine that segregation has not 16 occurred. The Contracting Agency's approval of the sawn structure will constitute 17 approval of the precast plant to use SCC and a concrete mix design submittal is not 18 required. 19 20 6- 02.3(27)C Acceptance Testing of Self Consolidating Concrete for Precast 21 Units 22 Acceptance testing shall be performed by the Contractor and test results shall be 23 submitted to the Engineer. Placement of SCC for concrete testing such as cylinder 24 preparation shall be in accordance with WSDOT Test Method T 819. 25 26 SCC for items 1, 2, 4, 5, and 6 in Section 6- 02.3(27)A will be accepted in accordance 27 with Section 6- 02.3(5) procedures, and based on conformance to the requirements 28 specified above and in Section 6- 02.3(2)A, for the following: 29 30 1. Temperature. 31 32 2. Air content. 33 34 3. Compressive strength at 28 -days. 35 36 4. Slump flow within the target slump flow range. 37 38 5. J ring passing ability less than or equal to 1.5- inches. 39 40 6. VSI less than or equal to 1. 41 42 SCC for concrete barrier will be accepted in accordance with temperature, air, and 43 compressive strength testing listed above. 44 45 SCC for precast junction boxes, cable vaults, and pull boxes will be accepted in 46 accordance with temperature and compressive strength testing listed above. 47 48 SCC for precast drainage structure elements will be accepted in accordance with the 49 requirements of AASHTO M 199. 50 51 6- 02.3(28) Precast Concrete Panels 52 In this section, all references to "units" are revised to read "panels ". AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11/11 37 1 1 2 6- 02.3(28)B Casting 3 The second paragraph is revised to read: 4 5 Concrete shall meet requirements of Section 6- 02.3(25)B for annual pre - approval of the 6 concrete mix design, and slump. If SCC is used the concrete shall conform to Sections ' 7 6- 02.3(27)B and 6- 02.3(27)C. 8 9 6- 02.3(28)F Tolerances 10 The reference to "PCI -MNL -166" is revised to read "PCI -MNL- 116 ". 11 12 6- 03.AP6 13 SECTION 6 -03, STEEL STRUCTURES 14 April 4, 2011 15 6- 03.3(25) Repair Welding 16 In the first paragraph "2002" is revised to read "2008 ". 17 18 6- 03.3(25)A Welding Inspection 19 In the first paragraph "2002" is revised to read "2008 ". 20 21 In the paragraph below the heading "Radiographic Inspection" "2002 Structural" is revised 22 to read "2008 Bridge ". 23 24 6- 03.3(29) Vacant 25 This section including title is revised to read: 26 27 Welded Shear Connectors 28 All welded shear connectors on steel girder top flanges shall be installed in the field 29 after the forms for the concrete bridge deck are in place. The steel surface to be 30 welded shall be prepared to SSPC -SP 11, power tool cleaning, just prior to welding. 31 Installation, production control, and inspection of welded shear connectors shall 32 conform to Chapter 7 of the AASHTO /AWS D1.5M/D1.5:2008 Bridge Welding Code. 33 After the welded shear connectors are installed, the weld and the disturbed steel 34 surface shall be cleaned and painted in accordance with Section 6- 07.3(9)1. 35 36 6- 03.3(32) Assembling and Bolting 37 The third paragraph is revised to read: 38 39 Cylindrical erection pins (drift pins) shall be placed throughout each field connection and 40 each field joint with the greatest concentration in the outer edges of a splice plate or 41 member being bolted. Drift pins shall be double tapered barrel pins of hardened steel. 42 The diameter of the drift pins shall at least be 1/32 -inch larger than the diameter of the 43 bolts in the connection or the full hole diameter. 44 45 6- 03.3(33) Bolted Connections 46 This section is revised to read: 47 48 Fastener components shall consist of bolts, nuts, washers, tension control bolt 49 assemblies, and direct tension indicators. Fastener components shall meet the 50 requirements of Section 9- 06.5(3). AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11/11 38 1 2 1 3 4 5 6 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 The Contractor shall submit documentation of the bolt tension calibrator for approval by the Engineer and shall include brand, capacity, model, date of last calibration, and manufacturer's instructions for use. The Contractor shall be responsible to supply the approved bolt tension calibrator and all accompanying hardware and calibrated torque wrenches to conduct all testing and inspection described herein. Use of the bolt tension calibrator shall comply with manufacturer's recommendations. Fastener components shall be protected from dirt and moisture in closed containers at the site of installation. Only as many fastener components as are anticipated to be installed during the Work shift shall be taken from protected storage. Fastener components that are not incorporated into the Work shall be returned to protected storage at the end of the Work shift. Fastener components shall not be cleaned or modified from the as- delivered condition. Fastener components that accumulate rust or dirt shall not be incorporated into the Work. Tension control bolt assemblies shall not be relubricated, except by the manufacturer. All bolted connections are slip critical. Painted structures require either Type 1 or Type 3 bolts. Unpainted structures require Type 3 bolts. AASHTO M 253 bolts shall not be galvanized or be used in contact with galvanized metal. Washers are required under turned elements for bolted connections and as required in the following: Washers shall be used under both the head and the nut when AASHTO M 253 bolts are to be installed in structural carbon steel, as specified in Section 9- 06.1. 2. Where the outer face of the bolted parts has a slope greater than 1:20 with respect to a plane normal to the bolt axis, a beveled washer shall be used. 3. Washers shall not be stacked unless otherwise approved by the Engineer. 4. It is acceptable to place a washer under the unturned element. All galvanized nuts shall be lubricated by the manufacturer with a lubricant containing a visible dye so a visual check for the lubricant can be made at the time of field installation. Black bolts shall be lubricated by the manufacturer and shall be "oily" to the touch when installed. After assembly, bolted parts shall fit solidly together. They shall not be separated by washers, gaskets, or any other material. Assembled joint surfaces, including those next to bolt heads, nuts, and washers, shall be free of loose mill scale, burrs, dirt, and other foreign material that would prevent solid seating. When all bolts in a joint are tight, each bolt shall carry at least the proof load shown in Table 3 below: Table 3 Minimum Bolt Tension Bolt Size AASHTO M 164 and AASHTO M 253 (inches) ASTM F 1852 (pounds) AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11/11 39 2 3 4 5 6 7 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 Prior to final tightening of any bolts in a bolted connection, the connection shall be compacted to a snug -tight condition. Snug tight shall include bringing all plies of the connection into firm contact and snug- tightening all bolts in accordance with Section 6- 03.3(32). Final tightening may be done by either the turn -of -nut method, the direct - tension indicator method, or twist off type tension control structural bolt/nut/washer assembly method. Preferably, the nut shall be turned tight while the bolt is prevented from rotating. However, if required by either turn -of -nut or direct - tension - indicator methods, because of bolt entering and /or wrench operational clearances, tightening may be done by turning the bolt while the nut is prevented from rotating. 1. Turn -of -Nut Method. After all specified bolting conditions satisfied, and before final tightening, the Contractor shall match -mark with crayon or paint the outer face of each nut and the protruding part of the bolt. Each bolt shall be final tightened to the specified minimum tension by rotating the amount specified in Table 4. To ensure that this tightening method is followed, the Engineer will (1) observe as the Contractor installs, snug- tightens, and final tightens all bolts and (2) inspect each match -mark. Table 4 Turn -of -Nut Tightening Method Nut Rotational from Snug - Tight Condition (pounds) Disposition of Outer Faces of Bolted Parts /2 12,050 14,900 5/8 19,200 23,700 3/4 28,400 35,100 /8 39,250 48,500 1 51,500 63,600 11/8 56,450 80,100 1114 71,700 101,800 13/8 85,450 121,300 11/2 104,000 147,500 Prior to final tightening of any bolts in a bolted connection, the connection shall be compacted to a snug -tight condition. Snug tight shall include bringing all plies of the connection into firm contact and snug- tightening all bolts in accordance with Section 6- 03.3(32). Final tightening may be done by either the turn -of -nut method, the direct - tension indicator method, or twist off type tension control structural bolt/nut/washer assembly method. Preferably, the nut shall be turned tight while the bolt is prevented from rotating. However, if required by either turn -of -nut or direct - tension - indicator methods, because of bolt entering and /or wrench operational clearances, tightening may be done by turning the bolt while the nut is prevented from rotating. 1. Turn -of -Nut Method. After all specified bolting conditions satisfied, and before final tightening, the Contractor shall match -mark with crayon or paint the outer face of each nut and the protruding part of the bolt. Each bolt shall be final tightened to the specified minimum tension by rotating the amount specified in Table 4. To ensure that this tightening method is followed, the Engineer will (1) observe as the Contractor installs, snug- tightens, and final tightens all bolts and (2) inspect each match -mark. Table 4 Turn -of -Nut Tightening Method Nut Rotational from Snug - Tight Condition Bolt Length Disposition of Outer Faces of Bolted Parts Condition 1 Condition 2 Condition 3 L <= 4D 1/3 turn '/2 turn /3 turn 4D < L <= 8D 1/2 turn /3 turn /8 turn 8D < L <= 12D /3 turn /6 turn 1 turn Bolt length measured from underside of head to top of nut. Condition 1 — both faces at right angles to bolt axis. Condition 2 — one face at right angle to bolt axis, one face sloped no more than 1:20, without bevel washer. AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11/11 40 1 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 Condition 3 — both faces sloped no more than 1.20 from right angle to bolt axis, without bevel washer. Nut rotation is relative to the bolt regardless of which element (nut or bolt) is being turned. Tolerances permitted plus or minus 30 degrees (1/12 turn) for final turns of 1/2 turn or less; plus or minus 45 degrees (1 /8 turn) for final turns of 2/3 turn or more. D = nominal bolt diameter of bolt being tightened. When bolt length exceeds 12D, the rotation shall be determined by actual tests in which a suitable tension device simulates actual conditions. 2. Direct - Tension - Indicator Method. Direct - Tension - Indicators (DTIs) shall not be used under the turned element. DTIs shall be placed under the bolt head with the protrusions facing the bolt head when the nut is turned. DTIs shall be placed under the nut with the protrusions facing the nut when the bolt is turned. Table 5 Direct Tension Indicator Requirements Bolt Size, inches Spaces DTI S P Maximum Snug- tight Refusals Minimum Final Tighten Refusals M 164 M 253 M 164 M 253 M 164 M 253 1/2 4 5 1 /8 4 1 /4 /8 1 6 1 -1/8 1 -114 1 -3/8 11-1/2 8 Gap refusal shall be measured with a 0.005 inch tapered feeler gage. After all specified bolting conditions are satisfied, the snug- tightened gaps shall meet Table 5 snug -tight limits. Each bolt shall be final- tightened to meet Table 5 final tighten limits. If the bolt is tensioned so that no visible gap in any space remains, the bolt and DTI shall be removed and replaced by a new properly tensioned bolt and DTI. The Contractor shall tension all bolts, inspecting all DTIs with a feeler gage, in the presence of the Engineer. DTIs shall be installed by 2 or more person crews with 1 individual preventing the element at the DTI from turning, and measuring the gap of the DTI to determine the proper tension of the bolt. AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11/11 41 1 If a bolt, that has had its DTI brought to full load, loosens during the course of 2 bolting the connection, it shall be rejected. Reuse of the bolt and nut are subject to 3 the provisions of this section. The used DTI shall not be reinstalled. 4 5 3. Twist Off Type Tension Control Structural Bolt/Nut[Washer Assembly Method 6 (Tension Control Bolt Assembly). Tension control bolt assemblies shall include 7 the bolt, nut, and washer(s) packaged and shipped as a single assembly Tension 8 control bolt assembly components shall not be interchanged for testing or 9 installation and shall comply with all provisions of ASTM F 1852. 10 11 The tension control bolts shall incorporate a design feature intended to either 12 indirectly indicate, or to automatically provide, the minimum tension specified in 13 Table 3 of Section 6- 03.3(33). 14 15 The Contractor shall submit the tension control bolt assembly to the Engineer for 16 approval with bolt capacities, type of bolt, nut, and washer lubricant, method of 17 packaging and protection of the lubricated bolt, installation equipment, calibration 18 equipment, and installation procedures. 19 20 The tension control bolt manufacturer's installation procedure shall be followed for 21 installation of bolts in the verification testing device, in all calibration devices, and in 22 all structure connections. 23 24 In some cases, proper tensioning of the bolts may require more than one cycle of 25 systematic partial tightening prior to final yield or fracture of the tension control 26 element of each bolt. If yield or fracture of the tension control element of a bolt 27 occurs prior to the final tightening cycle, that bolt shall be replaced with a new one. 28 29 Additional field verification testing shall be performed as requested by the Engineer. 30 31 All bolts and connecting hardware shall be stored and handled in a manner to 32 prevent corrosion and loss of lubricant. Bolts which are installed without the same 33 lubricant coating as tested under the verification test will be rejected and shall be 34 removed from the joint and be replaced with new lubricated bolts at no additional 35 cost to the Contracting Agency. 36 37 AASHTO M 253 bolts, galvanized AASHTO M 164 bolts, and ASTM F 1852 tension 38 control bolt assemblies shall not be reused. Black AASHTO M 164 bolts may be reused 39 once if approved by the Engineer. All bolts to be reused shall have their threads 40 inspected for distortion by reinstalling the used nut on the bolt and turning the nut for the 41 full length of the bolt threads by hand. Bolts to be reused shall be relubricated in , 42 accordance with the manufacturer's recommendations and as approved by the 43 Engineer. Used bolts shall be subject to a rotational capacity test as specified in Section 44 6- 03.3(33)A Pre - Erection Testing. Touching up or retightening bolts previously tightened 45 by the turn -of -nut method, which may have been loosened by the tightening of adjacent 46 bolts shall not be considered as reuse, provided the snugging up continues from the 47 initial position and does not require greater rotation, including the tolerance, than that 48 required by Table 4., 49 50 6- 03.3(33)A Pre - Erection Testing 51 This section is revised to read: 52 AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11/11 42 1 High strength bolt assemblies (bolt, nut, direct tension indicator, and washer), black and 2 galvanized, shall be subjected to a field rotational capacity test, as outlined below, prior 3 to any permanent fastener installation. For field installations, the rotational capacity test 4 shall be conducted at the jobsite. Each combination of bolt production lot, nut 5 production lot, washer production lot, and direct tension indicator production lot shall be 6 tested as an assembly, except tension control bolt assemblies which shall be tested as 7 supplied by the manufacturer. Each rotational capacity test shall include three 8 assemblies. Once an assembly passes the rotational capacity test, it is approved for 9 use for the remainder of the project, unless the Engineer deems further testing is 10 necessary. All tests shall be performed in a bolt tension calibrator by the Contractor in 11 the presence of the Engineer. High- strength bolt assemblies used in this test shall not 12 be reused The bolt assemblies shall meet the following requirements after being 13 pretensioned to 15 percent of the minimum bolt tension in Table 3. The assembly shall 14 be considered as nonconforming if the assembly fails to pass any one of the following 15 specified requirements. 16 17 1. The measured torque to produce the minimum bolt tension shall not exceed 18 the maximum allowed torque value obtained by the following equation. 19 Torque = 0.25 PD 20 Where: Torque = Calculated Torque (foot - pounds) 21 P = Measured Bolt Tension (pounds) 22 D = Normal Bolt Diameter (feet) 23 24 2. After placing the assembly through two cycles of the required number of turns, 25 where turns are measured from the 15 percent pretention condition, as 26 indicated in Table 4 of Section 6- 03.3(33), 27 28 a. The maximum recorded tension after the two turns shall be equal to 29 or greater than 1.15 times the minimum bolt tension listed in Table 3 30 of Section 6.03.3(33). 31 32 b. Each assembly shall be successfully installed to the specified number 33 of turns. 34 35 c. The fastener components in the assembly shall not exhibit shear 36 failure or stripping of the threads as determined by visual examination 37 of bolt and nut threads following removal. 38 39 d. The bolts in the assembly shall not exhibit torsional or 40 torsional /tension failure. 41 42 3. If any specimen fails, the assembly will be rejected. Elongation of the bolt 43 between the bolt head and the nut is not considered to be a failure. 44 45 Bolts that are too short to test in the bolt tension calibrator shall be tested in a steel joint 46 The Contractor shall (1) install the high- strength bolt assemblies (bolt, nut, direct tension 47 indicator and washer) in a steel joint of the proper thickness, (2) tighten to the snug tight 48 condition, (3) match -mark the outer face of each nut and the protruding part of the bolt 49 with crayon or paint, (4) rotate to the requirements of Table 4, and (5) record the torque 50 that is required to achieve the required amount of rotation. The assembly shall be 51 considered as non - conforming if the assembly fails to pass any one of the following 52 specified requirements. AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11/11 43 1 2 4 5 6 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 1. The recorded torque to produce the minimum rotation shall not exceed the maximum allowed torque value obtained by the following equation. Torque = 0.25 PD Where: Torque = Calculated Maximum Allowed Torque (foot - pounds) P = Specified Bolt Tension per Table 3, multiplied by a factor of 1.15 (pounds) D = Normal Bolt Diameter (feet) 2. After placing the assembly through two cycles of the required number of turns, ' where turns are measured from the snug tight condition specified in Section 6- 03 3(32), a. Each assembly shall be successfully installed to the specified number of turns. b. The fastener components in the assembly shall not exhibit shear failure or stripping of the threads as determined by visual examination of bolt and nut threads following removal. c. The bolts in the assembly shall not exhibit torsional or torsional /tension failure. 3. If any specimen fails, the assembly will be rejected. Elongation of the bolt between the bolt head and the nut is not considered to be a failure. The Contractor shall submit the manufacturer's detailed procedure for pre- erection (rotational capacity) testing of tension control bolt assemblies to the Engineer for approval and shall have an approved procedure prior to testing. Three DTIs, per lot, shall be tested in a bolt tension calibrator. The bolts shall be tensioned to 105 - percent of the tension shown in Table 3 of Section 6- 03.3(33). If all of the DTI protrusions are completely crushed (all 5 openings with zero gap), this lot of DTIs is rejected. 6- 03.3(33)B Bolting Inspection The first paragraph is revised to read: The Contractor, in the presence of the Engineer, shall inspect the tightened bolt using a calibrated inspection torque wrench, regardless of bolting method. The Contractor shall supply the inspection torque wrench. The first sentence in the second paragraph is revised to read: If the bolts to be installed are not long enough to fit in the bolt tension calibrator, five bolts of the same grade, size, and condition as those under inspection shall be tested using Direct - Tension - Indicators (DTIs) to measure bolt tension. The first sentence in the third paragraph is revised to read: Five representative bolts /nuts /washers and DTIs, if used (provided by the Contractor) of the same grade, size, and condition as those under inspection shall be placed individually in a bolt tension calibrator to measure bolt tension. AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11/11 44 1 2 The fourth and fifth sentences in the third paragraph are revised to read: 3 4 In the bolt tension calibrator, each bolt shall be tightened by any convenient means to 5 the specified tension. The inspection torque wrench shall then be applied to the 6 tightened bolt to determine the torque required to turn the nut or head 5 degrees 7 (approximately 1 -inch at a 12 -inch radius) in the tightening direction. 8 9 The fourth paragraph is revised to read: 10 11 Ten percent (at least two), or as specified by the Engineer, of the tightened bolts on the 12 Structure represented by the test bolts shall be selected at random in each connection. 13 The job- inspection torque shall then be applied to each with the inspecting wrench 14 turned in the tightening direction, with no restraint applied to the opposite end of the 15 bolt. If this torque turns no bolt head or nut, the Contracting Agency will accept the 16 connection as being properly tightened. If the torque turns one or more bolt heads or 17 nuts, the job- inspection torque shall then be applied to all bolts in the connection. 18 Except for tension control bolt assemblies and DTIs with zero gap at all protrusion 19 spaces, any bolt whose head or nut turns at this stage shall be tightened and 20 reinspected. Any tension control bolt assemblies or DTIs that have zero gap at all 21 protrusion spaces shall be replaced if the head or nut turns at this stage. 22 23 This section is supplemented with the following new paragraph: 24 25 The Contractor shall submit the manufacturer's detailed procedure for routine 26 observation to ensure proper use of the tension control bolt assemblies to the Engineer 27 for approval and shall have an approved procedure prior to any assembling of bolted 28 connections. 29 30 6- 03.3(39) Swinging the Span 31 In the first paragraph "roadway slabs" is revised to read "bridge deck ". 32 33 6- 07.AP6 34 SECTION 6 -07, PAINTING 35 April 4, 2011 36 6- 07.3(2)C Paint System Manufacturer and Paint System Information Submittal 37 Component 38 Item 1 in the first paragraph is supplemented with the following: 39 40 h. Minimum wet film thickness for each coat to achieve the specified minimum dry film 41 thickness. 42 43 6- 07.3(9)F Shop Surface Cleaning and Preparation 44 The third sentence is revised to read: 45 46 The entire steel surface to be painted, including surfaces specified in Section 6- 47 07.3(9)G to receive a mist coat of primer, shall be cleaned to a near white condition in 48 accordance with SSPC -SP 10 and shall be in this condition immediately prior to paint 49 application. 50 AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11111 45 1 6- 07.3(9)G Application of Shop Primer Coat 2 In the second paragraph, the second, third, and fourth sentences are deleted. 3 4 6- 07.3(9)1 Application of Field Coatings 5 The following new paragraph is inserted preceding the first paragraph: 6 7 Prior to applying field coatings, the Contractor shall field install welded shear connectors 8 on the steel girder top flanges in accordance with Section 6- 03.3(29) and as shown in 9 the Plans. After installation of the welded shear connectors, the weld and the disturbed 10 surface of the steel girder top flange shall be cleaned in accordance with SSPC -SP 11 11 and primed. 12 13 6- 07.3(10)H Paint System 14 In the first sentence of the first paragraph "new steel" is revised to read "existing steel ". 15 16 6- 07.3(10)K Coating Thickness 17 This section is revised to read: 18 19 The minimum dry film thickness of each coat (primer, intermediate, top, and all stripe 20 coats) shall not be less than 3.0 mils The dry film thickness shall not be thicker than 21 the paint manufacturer's recommended maximum thickness. 22 23 The minimum wet film thickness of each coat shall be specified by the paint 24 manufacturer to achieve the minimum dry film thickness. 25 26 Film thickness, wet and dry, will be measured by gages conforming to Section 6- 27 07.3(8)A. Wet measurements will be taken immediately after the paint is applied in 28 accordance with ASTM D 4414. Dry measurements will be taken after the coating is dry 29 and hard in accordance with SSPC Paint Application Specification Section No. 2. 30 31 Each painter shall be equipped with a wet film thickness gauge, and shall be 32 responsible for performing frequent checks of the paint film thickness throughout 33 application. 34 35 Coating thickness measurements may be made by the Engineer after the application of 36 each coat and before the application of the succeeding coat. In addition, the Engineer 37 may inspect for uniform and complete coverage and appearance. One hundred percent 38 of all thickness measurements shall meet or exceed the minimum wet film thickness. In 39 areas where wet film thickness measurements are impractical, dry film thickness 40 measurements may be made. If a question arises about an individual coat thickness or 41 coverage, it may be verified by the use of a Tooke gauge in accordance with ASTM D 42 4138. 43 44 If the specified number of coats does not produce a combined dry film thickness of at 45 least the sum of the thicknesses required per coat, or if an individual coat does not meet 46 the minimum thickness, or if visual inspection shows incomplete coverage, the coating 47 system will be rejected, and the Contractor shall discontinue painting and surface 48 preparation operations and shall submit a proposal for repair to the Engineer The repair 49 proposal shall include documentation demonstrating the cause of the less than 50 minimum thickness along with physical test results, as necessary, and modifications to 51 work methods to prevent similar results. The Contractor shall not resume painting or AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11/11 46 1 surface preparation operations until receiving the Engineer's approval of the completed 2 repair. 3 4 6 -07.5 Payment 5 The last sentence in the paragraph starting with "Progress payments for "Cleaning and 6 Painting" is revised to read: 7 8 Payment will not be made for areas that are otherwise complete but have repairs 9 outstanding. 10 11 6- 09.AP6 12 SECTION 6 -09, MODIFIED CONCRETE OVERLAYS 13 August 2, 2010 14 6- 09.3(1)E Air Compressor 15 In the first paragraph "roadway" is deleted and replaced with "bridge ". 16 17 6- 09.3(6) Further Deck Preparation 18 In the second paragraph, item number 3. and 4. are revised to read: 19 20 3. Existing non - concrete patches as authorized by the Engineer. 21 22 4. Additionally, for concrete surfaces scarified by rotomilling only, exposure of 23 reinforcing steel to a depth of one -half of the periphery of a bar for a distance of 12- 24 inches or more along the bar. 25 26 6- 09.3(6)B Deck Repair Preparation 27 In the first paragraph, the second sentence is revised to read: 28 29 For concrete surfaces scarified by rotomilling, concrete shall be removed to provide a 30 % -inch minimum clearance around the top mat of steel reinforcing bars only where 31 unsound concrete exists around the top mat of steel reinforcing bars, or if the bond 32 between concrete and the top mat of steel is broken. 33 34 6- 10.AP6 35 SECTION 6 -10, CONCRETE BARRIER 36 January 3, 2011 37 6- 10.3(1) Precast Concrete Barrier 38 The third paragraph is deleted. 39 40 In the seventh paragraph, the following sentence is inserted after the first sentence: 41 42 If Self Consolidating Concrete is used the concrete shall conform to Sections 6- 43 02.3(27)B and 6- 02.3(27)C. 44 45 In the 12th paragraph, the first sentence is revised to read: 46 47 Only 1 section less than 20 -feet long for single slope barrier and 10 -feet long for all 48 other barriers may be used in any single run of precast barrier, and it must be at least 8- 49 feet long. AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11/11 47 1 2 6- 10.3(6) Placing Concrete Barrier 3 The first paragraph is revised to read: 4 5 Precast concrete barrier Type 2, 3, 4 and transitions shall rest on a paved foundation 6 shaped to a uniform grade and section. The foundation surface for precast concrete 7 barrier Type 2, 3, 4 and transitions shall meet this test for uniformity: 8 9 When a 10 -foot straightedge is placed on the surface parallel to the centerline for 10 the barrier, the surface shall not vary more than '/4 -inch from the lower edge of the 11 straightedge. If deviations exceed '/4 -inch, the Contractor shall correct them as 12 required in Section 5- 04.3(13). 13 14 In the second paragraph, the first sentence is revised to read: 15 16 The Contractor shall align the joints of all precast barrier segments so that they offset no 17 more than '/4 -inch transversely and no more than 3/4 -inch vertically. 18 19 6- 11.AP6 20 SECTION 6 -11 REINFORCED CONCRETE WALLS 21 January 3, 2011 22 6- 11.3(3) Precast Concrete Wall Stem Panels 23 The first paragraph is supplemented with the following: 24 25 If Self Consolidating Concrete is used the concrete shall conform to Sections 6- 26 02.3(27)B and 6- 02.3(27)C. 27 28 6- 12.AP6 29 SECTION 6 -12, NOISE BARRIER WALLS 30 January 3, 2011 31 6- 12.3(6) Precast Concrete Panel Fabrication and Erection 32 Item number 1 is revised to read: 33 34 1. Concrete shall conform to Class 4000. If Self Consolidating Concrete is used the 35 concrete shall conform to Sections 6- 02.3(27)B and 6- 02.3(27)C. , 36 37 The second sentence of the first paragraph in Item 3 is revised to read: 38 39 The Contractor shall cast the precast concrete panels horizontally. 40 41 6- 13.AP6 42 SECTION 6 -13, STRUCTURAL EARTH WALLS 43 January 3, 2011 44 6- 13.3(2) Submittals 45 This section is revised to read: 46 47 The Contractor, or the supplier as the Contractor's agent, shall furnish to the Engineer a 48 Manufacturer's Certificate of Compliance in accordance with Section 1 -06.3, certifying AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11/11 48 1 that the structural earth wall materials conform to the specified material requirements. 2 This includes providing a Manufacturer's Certificate of Compliance for all concrete 3 admixtures, cement, fly ash, steel reinforcing bars, reinforcing strips, reinforcing mesh, 4 tie strips, fasteners, welded wire mats, backing mats, construction geotextile for wall 5 facing, drainage geosynthetic fabric, block connectors, and joint materials. The 6 Manufacturer's Certificate of Compliance for geogrid reinforcement shall include the 7 information specified in Section 9- 33.4(4) for each geogrid roll, and shall specify the 8 geogrid polymer types for each geogrid roll. 9 10 A copy of all test results, performed by the Contractor or the Contractor's supplier, 11 which are necessary to assure compliance with the specifications, shall submitted to the 12 Engineer along with each Manufacturer's Certificate of Compliance. 13 14 Before fabrication, the Contractor shall submit a field construction manual for the 15 structural earth walls, prepared by the wall manufacturer, to the Engineer for approval in 16 accordance with Section 6 -01.9. This manual shall provide step -by -step directions for 17 construction of the wall system. 18 19 The Contractor, through the license /patent holder for the structural earth wall system, 20 shall submit detailed design calculations and working drawings to the Engineer for 21 approval in accordance with Section 6 -01.9. If not prepared by the license /patent holder 22 for the structural earth system, the design calculation and working drawing submittal 23 shall include documentation that the design calculation and working drawing submittal 24 has been reviewed by, and received the concurrence of, the headquarters organization 25 of the structural earth wall manufacturer as identified in the Special Provisions. Review 26 and concurrence by a sales representative office is not acceptable. 27 28 The Contractor shall not begin wall construction until receiving the Engineer's written 29 approval of the material certifications and test results, design calculations and working 30 drawing submittals. 31 32 This section is supplemented with the following new subsections: 33 34 6- 13.3(2)A Design Calculation Content Requirements 35 The design calculation submittal shall include detailed design calculations based on the 36 wall geometry and design parameters specified in the Plans and Special Provisions. 37 The calculations shall include detailed explanations of any symbols, design input, 38 materials property values, and computer programs used in the design of the walls. All 39 computer output submitted shall be accompanied by supporting hand calculations 40 detailing the calculation process. If MSEW 3.0, or later version, is used for the wall 41 design, hand calculations supporting MSEW are not required. 42 43 The design calculations shall be based on the current AASHTO LRFD Bridge Design 44 Specifications, including current interims, the current WSDOT Bridge Design Manual 45 LRFD (BDM) and WSDOT Geotechnical Design Manual (GDM), and also based on the 46 following: 47 48 1. The wall design calculations shall address all aspects of wall internal stability 49 for the service, strength, and extreme event limit states. 50 51 2. The wall surcharge conditions (backfill slope) shown in the Plans. 52 AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11/11 49 1 3. If a highway is adjacent to and on top of the wall, a two foot surcharge shall be 2 used in the design. 3 4. If the Plans detail an SEW traffic barrier or SEW pedestrian barrier on top of 4 the wall, the barrier shall be designed for a minimum TL -4 impact load, unless 5 otherwise specified in the Plans or Special Provisions. 6 7 5. If the Plans detail an SEW traffic barrier or SEW pedestrian barrier on top of 8 the wall, the wall shall be designed for the impact load transferred from the 9 barrier to the wall. 10 11 6. The geotechnical design parameters for the wall shall be as specified in the 12 Special Provisions 13 14 7. The minimum soil reinforcement length shall be the greater dimension of the 15 following: 16 17 a. 0.7 times the wall design height H. 18 19 b. 6' -011 . 20 21 c. That required by design to meet internal stability design requirements, soil 22 bearing pressure design requirements, and constructability requirements. 23 24 d. That required by the wall design as shown in the Plans. 25 26 If there are differences in design requirements between the AASHTO LRFD Bridge 27 Design Specifications and the BDM or GDM, the BDM and GDM requirements shall 28 govern. 29 30 6- 13.3(2)B Working Drawing Content Requirements 31 All design details shown in the working drawings shall be selected from the design 32 details and products specified for the specific structural earth wall manufacturer in the 33 Preapproved Wall Appendix in the current WSDOT Geotechnical Design Manual 34 (GDM). Geosynthetic reinforcement shown in the working drawings shall be selected 35 from the products listed in the current WSDOT Qualified Products List (QPL). 36 Substitution of design details and products not listed in the current WSDOT GDM or 37 QPL will not be allowed. 38 39 The working drawing submittal shall include all details, dimensions, quantities, and 40 cross - sections necessary to construct the wall based on the wall geometry and design 41 parameters specified in the Plans and Special Provisions, and shall include, but not be 42 limited to, the following items: 43 44 1. A plan and elevation sheet or sheets for each wall, containing the following: 45 46 a. An elevation view of the wall that includes the following: 47 48 i. the elevation at the top of the wall, at all horizontal and vertical break 49 points, and at least every 50 -feet along the wall; 50 AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11/11 50 1 ii. elevations at the base of welded wire mats or the top of leveling pads 2 and foundations, and the distance along the face of the wall to all 3 steps in the welded wire mats, foundations and leveling pads; 4 5 iii. the designation as to the type of panel, block, or module; 6 7 iv. the length, size, and number of geogrids or mesh or strips, and the 8 distance along the face of the wall to where changes in length of the 9 geogrids or mesh or strips occur; or 10 11 v. the length, size, and wire sizes and spacing of the welded wire mats 12 and backing mats, and the distance along the face of the wall to 13 where changes in length, size, and wire sizes and spacing of the 14 welded wire mats and backing mats occur; and 15 16 vi. the location of the original and final ground line. 17 18 b. A plan view of the wall that indicates the offset from the construction 19 centerline to the face of the wall at all changes in horizontal alignment; the 20 limit of the widest module, geogrid, mesh, strip or welded wire mat, and 21 the centerline of any drainage structure or drainage pipe which is behind 22 or passes under or through the wall. 23 24 c. General notes, if any, required for design and construction of the wall 25 26 d. All horizontal and vertical curve data affecting wall construction. 27 28 e. A listing of the summary of quantities provided on the elevation sheet of 29 each wall for all items including incidental items. 30 31 f. Cross - section showing limits of construction. In fill sections, the cross - 32 section shall show the limits and extent of select granular backfill material 33 placed above original ground. 34 35 g. Limits and extent of reinforced soil volume. 36 37 2. All details including steel reinforcing bar bending details. Bar bending details 38 shall be in accordance with Section 9 -07.1. 39 40 3. All details for foundations and leveling pads, including details for steps in the 41 foundations or leveling pads. 42 43 4. All modules and facing elements shall be detailed. The details shall show all 44 dimensions necessary to construct the element, all steel reinforcing bars in the 45 element, and the location of reinforcement element attachment devices 46 embedded in the precast concrete facing panel or concrete block. 47 48 5. All details for construction of the wall around drainage facilities, sign, signal, 49 luminaire, and noise barrier wall foundations, and structural abutment and 50 foundation elements shall be clearly shown. 51 AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11111 51 1 6. All details for connections to SEW traffic or pedestrian barriers, coping, 2 parapets, noise barrier walls, and attached lighting shall be shown. 3 4 7. All details for the SEW traffic or pedestrian barrier attached to the top of the 5 wall (if shown in the Plans) including interaction with bridge approach slabs. 6 7 6- 13.3(3) Excavation and Foundation Preparation 8 The first sentence in the first paragraph is revised to read: 9 10 Excavation shall conform to Section 2- 09.3(3). 11 12 6- 13.3(4) Precast Concrete Facing Panel and Concrete Block Fabrication 13 Item number 1 in the first paragraph is revised to read: 14 15 1. Have a minimum 28 day compressive strength of 4,000 pounds per square inch, 16 unless otherwise specified in the Special Provisions for specific proprietary wall 17 systems. If Self Consolidating Concrete is used the concrete shall conform to 18 Sections 6- 02.3(27)B and 6- 02.3(27)C. 19 20 6 -13.4 Measurement 21 The fourth paragraph is deleted 22 23 6 -13.5 Payment 24 The bid items "Structure Excavation Class B ", per cubic yard, "Structure Excavation Class B 25 Incl. Haul ", per cubic yard, and "Shoring Or Extra Excavation Class B ", per square foot, are 26 deleted from this section. 27 28 6- 14.AP6 29 SECTION 6 -14, GEOSYNTHETIC RETAINING WALLS 30 April 4, 2011 31 6 -14.2 Materials 32 In the first paragraph, the following three items are inserted above the item "Gravel Borrow 33 For Geosynthetic Retaining Wall ": 34 35 Portland Cement 9 -01 36 Aggregates for Portland Cement Concrete 9 -03 1 37 Sand 9- 03.13(1) 38 39 In the first paragraph, the following four items are inserted after the item "Gravel Borrow For 40 Geosynthetic Retaining Wall ": 41 42 Anchor rods and associated nuts, washers and couplers 9- 06.5(1) 43 Reinforcing Steel 9 -07 44 Wire Mesh for Concrete Reinforcement 9 -07.7 45 Grout 9- 20.3(2) 46 47 6- 14.3(3) Excavation and Foundation Preparation 48 The first sentence in the first paragraph is revised to read: 49 50 Excavation shall conform to Section 2 -09 3(3). AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11/11 52 1 2 6- 14.3(6) Permanent Facing 3 The last sentence in the first paragraph is revised to read: 4 5 Concrete fascia panel, if shown in the Plans, shall conform to Section 6- 15.3(9), if cast - 6 in- place, and shall conform to Section 6- 02.3(28), if precast. 7 8 6 -14.4 Measurement 9 The fifth paragraph is deleted 10 11 6 -14.5 Payment 12 The bid items "Structure Excavation Class B ", per cubic yard, "Structure Excavation Class B 13 Incl. Haul ", per cubic yard, and "Shoring Or Extra Excavation Class B ", per square foot, are 14 deleted from this section. 15 16 The paragraph following the bid item "Concrete Fascia Panel" is revised to read: 17 18 All costs in connection with constructing the concrete fascia panels as specified shall be 19 included in the unit contract price per square foot for "Concrete Fascia Panel ", including 20 all steel reinforcing bars, premolded joint filler, polyethylene bond breaker strip, joint 21 sealant, PVC pipe for weep holes, exterior surface finish, and pigmented sealer (when 22 specified), and all costs associated with precast concrete construction of concrete fascia 23 panels, including working drawing submittals, shipping, handling, protection, erection, 24 temporary support following erection, constructing and placing the concrete leveling 25 pad, edge beam, anchor beam, anchor rod assembly and backfill. 26 27 6- 16.AP6 28 SECTION 6 -16, SOLDIER PILE AND SOLDIER PILE TIEBACK WALLS 29 August 2, 2010 30 6 -16.5 Payment 31 The first sentence in the paragraph following the bid item "Furnishing Soldier Pile ", per 32 linear foot, is revised to read: 33 34 All costs in connection with furnishing soldier pile assemblies shall be included in the 35 unit contract price per linear foot for "Furnishing Soldier Pile - _ ", including fabricating 36 and painting the pile assemblies, and field splicing and field trimming the soldier piles. 37 38 6- 17.AP6 39 SECTION 6 -17, PERMANENT GROUND ANCHORS 40 January 3, 2011 41 6- 17.3(3) Submittals 42 Item number 2 in the third paragraph is revised to read: 43 44 2. Ground anchor factored design load 45 46 6- 17.3(5) Tendon Fabrication 47 In the second paragraph, the second sentence is revised to read: 48 AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11/11 53 1 2 3 4 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 The tendon shall be sized so the factored design load does not exceed 80 percent of the minimum guaranteed ultimate tensile strength of the tendon. In the third paragraph, the first sentence is revised to read- The Contractor shall be responsible for determining the bond length and tendon bond length necessary to develop the factored design load indicated in the Plans in accordance with Sections 6- 17.3(8)A, 6- 17.3(8)6, and 6- 17.3(8)C. 6- 17.3(7) Installing Permanent Ground Anchors In the third paragraph, the first sentence is revised to read: The tendon shall be inserted into the drill hole to the desired depth prior to grouting In the third paragraph, the following sentence is inserted after the first sentence: Wet setting of permanent ground anchors will not be allowed. 6- 17.3(8)6 Performance Testing The second paragraph including the following performance test schedule is revised to read: The performance test shall be made by incrementally loading and unloading the ground anchor in accordance with the following schedule, consistent with the Load Resistance Factor Design (LRFD) design method. The load shall be raised from one increment to another immediately after a deflection reading. Performance Test Schedule Load AL 0.25FDL AL 0 25FDL 0.50FDL AL 0.25FDL 0.50FDL 0.75FDL AL 0.25FDL 0.50FDL 0.75FDL 1.00FDL AL Jack to lock -off load Where: AL - is the alignment load AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11/11 54 1 2 3 4 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 FDL - is the factored design load. 6- 17.3(8)C Proof Testing In the first paragraph, the first sentence is revised to read: Proof tests shall be performed by incrementally loading the ground anchor in accordance with the following schedule, consistent with the LRFD design method. The proof test schedule following the first paragraph is revised to read: Proof Test Schedule Load AL 0.25FDL 0.50FDL 0.75FDL 1.00FDL Jack to lock -off load Where: AL - is the alignment load FDL - is the factored design load 6- 18.AP6 SECTION 6 -18, SHOTCRETE FACING January 3, 2011 6 -18.2 Materials In the first paragraph, the following three items are inserted after the item "Fly Ash 9- 23.9": Ground Granulated Blast Furnace Slag 9 -23.10 Microsilica Fume 9 -23.11 Metakaolin 9 -23.12 6- 18.3(3) Testing The first paragraph is revised to read: The Contractor shall make shotcrete test panels for evaluation of shotcrete quality, strength, and aesthetics. Both preproduction and production test panels, shall be prepared. The Contractor shall remove at least 3 cores from shotcrete test panels in accordance with AASHTO T 24 except all cores obtained for the purpose of shotcrete strength testing shall meet the following: a. The core diameter shall be at least 3 times the maximum aggregate size, but not less than 4- inches. b. The core length shall be a minimum of 2.0 times the core diameter. c. Cores shall be taken at a minimum distance of 1 -inch from edge of core to edge of test panel and a minimum clear distance of 1 -inch between them. AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11/11 55 1 d. Test panels shall be sized to meet the core spacing specified above, but in no 2 case shall be smaller than 12 -inch by 12 -inch. 3 4 The first sentence in the second paragraph is deleted. 5 6 The second sentence in the second paragraph is revised to read 7 8 Cores removed from the panels shall be wiped off to remove surface drill water and 9 immediately wrapped in wet burlap and sealed in a plastic bag. 10 11 6- 18.3(3)A Pre - production Testing 12 This section is revised to read: 13 14 At least three cores for each mix design shall be prepared for evaluation and testing of 15 the shotcrete quality and strength. One 48 -inch by 48 -inch qualification panel shall be 16 prepared for evaluation and approval of the proposed method for shotcrete installation, 17 finishing, and curing. Both the test panel and the 48 -inch qualification panels shall be 18 constructed using the same methods and initial curing proposed to construct the 19 shotcrete facing, except that the test panel shall not include wire reinforcement. The test 20 panel shall be constructed to the minimum thickness necessary to obtain the required 21 core samples. The 48 -inch qualification panel shall be constructed to the same 22 thickness as proposed for the production facing. Production shotcrete Work shall not 23 begin until satisfactory test results are obtained and the panels are approved by the 24 Engineer. 25 26 6- 18.3(3)B Production Testing 27 The first sentence is revised to read: 28 29 The Contractor shall provide three cores for each section of facing shot. 30 31 This section is supplemented with the following: 32 33 Core acceptance testing for the 28 day compressive strength will be performed in 34 accordance with AASHTO T 24. 35 36 6- 18.3(4) Qualifications of Contractor's Personnel 37 The second paragraph is supplemented with the following: 38 39 The 7 day core compressive strength shall be tested by the Contractor in accordance 40 with AASHTO T 24. 41 42 7- 02.AP7 43 SECTION 7 -02, CULVERTS 44 January 3, 2011 45 7 -02.2 Materials 46 In the first paragraph, the following three items are inserted after the item "Corrugated 47 Polyethylene Culvert Pipe 9- 05.19 ": 48 49 Steel Rib Reinforced Polyethylene Culvert Pipe 9 -05.21 50 High Density Polyethylene (HDPE) Pipe 9 -05.23 51 Polypropylene Culvert Pipe 9 -05.25 AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11 /11 56 1 2 3 4 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 The third paragraph is revised to read: Thermoplastic culvert pipe includes solid wall PVC culvert pipe, profile wall PVC culvert pipe, corrugated polyethylene culvert pipe, and polypropylene culvert pipe. In the `Culvert Pipe Schedules' table, the last column is revised to read: Thermoplastic PE', PVC2 or PP3 PE, PVC, or PP PE, PVC, or PP PE, PVC, or PP PE, PVC, or PP PE, PVC, or PP PE, PVC, or PP None None None None None None None The footnotes below the 'Culvert Pipe Schedules' table are supplemented with the following: 3 Polypropylene pipe 7 -02.5 Payment This section is supplemented with the following: "Steel Rib Reinforced Polyethylene Culvert Pipe In. Diam. ", per linear foot. "High Density Polyethylene (HDPE) Pipe In. Diam. ", per linear foot. "Polypropylene Culvert Pipe In. Diam. ", per linear foot. 7- 04.AP7 SECTION 7 -04, STORM SEWERS January 3, 2011 7 -04.2 Materials In the first paragraph, the following three items are inserted after the item "Corrugated Polyethylene Storm Sewer Pipe 9- 05.20 ": Steel Rib Reinforced Polyethylene Storm Sewer Pipe 9 -05.22 High Density Polyethylene (HDPE) Pipe 9 -05.23 Polypropylene Storm Sewer Pipe 9 -05.25 The third paragraph is revised to read: AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11/11 57 1 Thermoplastic storm sewer pipe includes solid wall PVC storm sewer pipe, profile wall 2 PVC storm sewer pipe, corrugated polyethylene storm sewer pipe, and polypropylene 3 storm sewer pipe 4 5 In the `Storm Sewer Pipe Schedules' table, the fifth column heading is revised to read: 6 PE PP4 7 8 The footnotes below the `Storm Sewer Pipe Schedules' table are supplemented with the 9 following: 10 11 4 PP= Polypropylene pipe 12 13 7 -04.5 Payment 14 This section is supplemented with the following: 15 16 "Steel Rib Reinforced Polyethylene Storm Sewer Pipe In. Diam. ", per linear foot. 17 "High Density Polyethylene (HDPE) Pipe In Diam ", per linear foot. 18 "Polypropylene Storm Sewer Pipe In. Diam. ", per linear foot. 19 20 7- 17.AP7 21 SECTION 7 -17, SANITARY SEWERS 22 January 3, 2011 23 7 -17.2 Materials ! 24 The first paragraph is revised to read: 25 26 Pipe used for sanitary sewers may be: 27 28 Rigid Thermoplastic 29 Concrete ABS Composite 30 Vitrified Clay PVC (Polyvinyl Chloride) 31 Ductile Iron Polypropylene 32 33 The fourth paragraph is supplemented with the following item: 34 35 Polypropylene Sewer pipe 9 -05.25 36 37 7 -17.5 Payments 38 The following bid item is inserted after the bid item "ABS Composite Sewer Pipe_ln. Diam ": , 39 40 "Polypropylene Sewer Pipe In. Diam. ", per linear foot. 41 42 8- 01.AP8 43 SECTION 8 -01, EROSION CONTROL AND WATER POLLUTION CONTROL 44 April 4, 2011 45 8 -01.2 Materials 46 In the first paragraph, the following is inserted after the first sentence: 47 AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK , Revised: 7/11/11 58 1 Corrugated Polyethylene Drain Pipe 9- 05.1(6) 2 3 8- 01.3(1) General 4 In the sixth paragraph, the first sentence is revised to read: 5 6 When natural elements rut or erode the slope, the Contractor shall restore and repair 7 the damage with the eroded material where possible, and remove and dispose of any 8 remaining material found in ditches and culverts. 9 10 In the seventh paragraph the first two sentences are deleted. 11 12 The table in the seventh paragraph is revised to read: 13 14 Western Washington (West of the Cascade Mountain crest) 15 May 1 through September 30 17 Acres 16 October 1 through April 30 5 Acres 17 18 Eastern Washington (East of the Cascade Mountain crest.) 19 April 1 through October 31 17 Acres 20 November 1 through March 31 5 Acres 21 22 The eighth paragraph is revised to read: 23 24 The Engineer may increase or decrease the limits based on project conditions. 25 26 The ninth paragraph is revised to read: 27 28 Erodible earth is defined as any surface where soils, grindings, or other materials may 29 be capable of being displaced and transported by rain, wind, or surface water runoff. 30 31 The 10th paragraph is revised to read: 32 33 Erodible earth not being worked, whether at final grade or not, shall be covered within 34 the specified time period, (see the tables below) using an approved soil covering 35 practice. 36 37 Western Washington (West of the Cascade Mountain crest) 38 October 1 through April 30 2 -days maximum 39 May 1 to September 30 7 -days maximum 40 41 42 Eastern Washington (East of the Cascade Mountain crest.) 43 October 1 through June 30 5 -days maximum 44 July 1 through September 30 10 -days maximum 45 46 8- 01.3(1)A Submittals 47 This section is revised to read: 48 49 When a Temporary Erosion and Sediment Control (TESC) Plan is included in the Plans, 50 the Contractor shall either adopt or modify the existing TESC Plan. If modified, the 51 Contractor's TESC Plan shall meet all requirements of Chapter 6 -2 of the current edition 52 of the WSDOT Highway Runoff Manual. The Contractor shall provide a schedule for AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7111 /11 69 1 TESC Plan implementation and incorporate it into the Contractor's progress schedule 2 The Contractor shall obtain the Engineer's approval of the TESC Plan and schedule 3 prior to the beginning of Work. The TESC Plan shall cover all areas that maybe affected 4 inside and outside the limits of the project (including all Contracting Agency - provided 5 sources, disposal sites, and haul roads, and all nearby land, streams, and other bodies 6 of water). 7 8 The Contractor shall allow at least 5- working days for the Engineer to review any 9 original or revised TESC Plan. Failure to approve all or part of any such Plan shall not 10 make the Contracting Agency liable to the Contractor for any Work delays. 11 12 8- 01.3(1)B Erosion and Sediment Control (ESC) Lead 13 In the last paragraph, "Form Number 220 -030 EF" is revised to read "WSDOT Form Number 14 220 -030 EF ". 15 16 8- 01.3(1)C Water Management 17 In number 2., the reference to "Standard Specification" is revised to read "Section ". 18 19 Number 3., is revised to read: 20 21 3. Offsite Water 22 Prior to disruption of the normal watercourse, the Contractor shall intercept the 23 offsite stormwater and pipe it either through or around the project site. This water 24 shall not be combined with onsite stormwater. It shall be discharged at its pre - 25 construction outfall point in such a manner that there is no increase in erosion 26 below the site. The method for performing this Work shall be submitted by the 27 Contractor for the Engineer's approval. 28 29 8- 01.3(1)D Dispersion /Infiltration 30 This section is revised to read: 31 32 Water shall be conveyed only to dispersion or infiltration areas designated in the TESC 33 Plan or to sites approved by the Engineer. Water shall be conveyed to designated 34 dispersion areas at a rate such that, when runoff leaves the area, and enters waters of 35 the State, turbidity standards are achieved. Water shall be conveyed to designated 36 infiltration areas at a rate that does not produce surface runoff. 37 38 8- 01.3(2)B Seeding and Fertilizing 39 The fourth paragraph is revised to read: 40 41 The seed applied using a hydroseeder shall have a tracer added to visibly aid uniform 42 application. This tracer shall not be harmful to plant, aquatic or animal life. If Short Term 43 Mulch is used as a tracer, the application rate shall not exceed 250 - pounds per acre 44 45 In the fifth paragraph, "hydro seeder" is revised to read "hydroseeder ". 46 47 8- 01.3(2)D Mulching 48 In the second paragraph, the second sentence is revised to read: 49 50 Wood strand mulch shall be applied by hand or by straw blower on seeded areas. 51 AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11/11 60 2 3 4 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 In the third paragraph, "1" is revised to read "a single" and "hydro seeder" is revised to read "hydroseeder ". The fourth paragraph is revised to read: Temporary seed applied outside the application windows established in 8- 01.3(2)F shall be covered with a mulch containing either Moderate Term Mulch or Long Term Mulch, as designated by the Engineer. 8- 01.3(2)E Tacking Agent and Soil Binders The following new paragraph is inserted at the beginning of this Section: Tacking agent or soil binders applied using a hydroseeder shall have a mulch tracer added to visibly aid uniform application. This tracer shall not be harmful to plant, aquatic or animal life. If Short Term Mulch is used as a tracer, the application rate shall not exceed 250 - pounds per acre. The third sentence in the first paragraph below "Soil Binding Using Polyacrylamide (PAM)" is revised to read: A minimum of 200 - pounds per acre of Short Term Mulch shall be applied with the dissolved PAM. In the second paragraph below "Soil Binding Using Polyacrylamide (PAM) ", "within" is revised to read "after ". The paragraph "Soil Binding Using Bonded Fiber Matrix (BFM)" including title is revised to read: Soil Binding Using Moderate Term Mulch The Moderate Term Mulch shall be hydraulically applied in accordance with the manufacturer's installation instructions. The Moderate Term Mulch may require a 24 to 48 hour curing period to achieve maximum performance and shall not be applied when precipitation is predicted within 24 to 48 hours, or on saturated soils, as determined by the Engineer. The last paragraph including titled is revised to read: Soil Binding Using Long Term Mulch The Long Term Mulch shall be hydraulically applied in accordance with the manufacturer's installation instructions and recommendations. 8- 01.3(2)F Dates for Application of Final Seed, Fertilizer, and Mulch The first paragraph is revised to read: Unless otherwise approved by the Engineer, the final application of seeding, fertilizing, and mulching of slopes shall be performed during the following periods: Western Washington' (West of the Cascade Mountain crest) March 1 through May 15 Eastern Washington (East of the Cascade Mountain crest) October 1 through November 15 only AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11/11 61 1 September 1 through October 1 2 3 ' Where Contract timing is appropriate, seeding, fertilizing, and mulching shall be 4 accomplished during the fall period listed above. Written permission to seed after 5 October 1 will only be given when Physical Completion of the project is imminent and 6 the environmental conditions are conducive to satisfactory growth. 7 8 8- 01.3(2)G Protection and Care of Seeded Areas 9 The first paragraph is revised to read - 10 11 The Contractor shall be responsible to ensure a healthy stand of grass The Contractor 12 shall restore eroded areas, clean up and properly dispose of eroded materials, and 13 reapply the seed, fertilizer, and mulch, at no additional cost to the Contracting Agency. 14 15 In the second paragraph, number 1 is revised to read: 16 17 1. At the Contractor's expense, seed, fertilizer and mulch shall be reapplied in areas 18 that have been damaged through any cause prior to final inspection, and reapplied 19 to areas that have failed to receive a uniform application at the specified rate. 20 21 8- 01.3(2)H Inspection 22 The first sentence is revised to read: 23 24 Inspection of seeded areas will be made upon completion of seeding, temporary 25 seeding, fertilizing, and mulching. 26 27 The third sentence is revised to read: 28 29 Areas that have not received a uniform application of seed, fertilizer, or mulch at the 30 specified rate, as determined by the Engineer, shall be reseeded, refertilized, or 31 remulched at the Contractor's expense prior to payment. 32 33 8- 01.3(2)1 Mowing 34 In the first paragraph, the last sentence is revised to read: 35 36 Trimming around traffic facilities, Structures, planting areas, or other features extending 37 above ground shall be accomplished preceding or simultaneously with each mowing. 38 39 8- 01.3(3) Placing Erosion Control Blanket 40 In the first sentence, "Standard" is deleted. 41 42 The second sentence is revised to read: 43 44 Temporary erosion control blankets, having an open area of 60- percent or greater, may 45 be installed prior to seeding. 46 47 8- 01.3(4) Placing Compost Blanket 48 In the first paragraph, "before" is revised to read "prior to ". 49 50 The last sentence is revised to read: 51 52 Compost shall be Coarse Compost. AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11/11 62 1 2 8- 01.3(5) Placing Plastic Covering 3 The first sentence is revised to read: 4 5 Plastic shall be placed with at least a 12 -inch overlap of all seams. 6 7 8- 01.3(6)A Geotextile- Encased Check Dam 8 The first paragraph is deleted. 9 10 8- 01.3(6)B Rock Check Dam 11 This section including title is revised to read: 12 13 8- 01.3(6)6 Quarry Spall Check Dam 14 The rock used to construct rock check dams shall meet the requirements for quarry 15 spalls. 16 17 8- 01.3(6)D Wattle Check Dam 18 This section is revised to read: 19 20 Wattle check dams shall be installed in accordance with the Plans. 21 22 8- 01.3(6)E Coir Log 23 This section is revised to read: 24 25 Coir logs shall be installed in accordance with the Plans. 26 27 8- 01.3(9)A Silt Fence 28 In the second paragraph, the second sentence is revised to read: 29 30 The strength of the wire or plastic mesh shall be equivalent to or greater than what is 31 required in Section 9- 33.2(1), Table 6 for unsupported geotextile (i.e., 180 lbs. grab 32 tensile strength in the machine direction). 33 34 8- 01.3(9)B Gravel Filter, Wood Chip or Compost Berm 35 In the second paragraph, the last sentence is deleted. 36 37 The third paragraph is revised to read: 38 39 The Compost Berm shall be constructed in accordance with the detail in the Plans. 40 Compost shall be Coarse Compost. 41 42 8- 01.3(9)C Straw Bale Barrier 43 This section is revised to read: 44 45 Straw Bale Barriers shall be installed in accordance with the Plans. 46 47 8- 01.3(9)D Inlet Protection 48 The first three paragraphs are revised to read: 49 AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11/11 63 1 Inlet protection shall be installed below or above, or as a prefabricated cover at each 2 inlet grate, as shown in the Plans. Inlet protection devices shall be installed prior to 3 beginning clearing, grubbing, or earthwork activities 4 5 Geotextile fabric in all prefabricated inlet protection devices shall meet or exceed the 6 requirements of Section 9 -33.2, Table 1 for Moderate Survivability, and the minimum 7 filtration properties of Table 2. 8 9 When the depth of accumulated sediment and debris reaches approximately 1/2 the 10 height of an internal device or 1/3 the height of the external device (or less when so 11 specified by the manufacturers) or as designated by the Engineer, the deposits shall be 12 removed and stabilized on site in accordance with Section 8- 01.3(16). 13 14 8- 01.3(10) Wattles 15 In the first paragraph, the third sentence is revised to read: 16 17 Excavated material shall be spread evenly along the uphill slope and be compacted 18 using hand tamping or other method approved by the Engineer. 19 20 This section is supplemented with the following new paragraph: 21 22 The Contractor shall exercise care when installing wattles to ensure that the method of 23 installation minimizes disturbance of waterways and prevents sediment or pollutant 24 discharge into waterbodies. 25 26 8- 01.3(12) Compost Sock 27 In the first paragraph, "sock" is revised to read "socks" and "streambed" is revised to read 28 "waterbodies ". 29 30 In the second paragraph "bank" is revised to read "slope ". 31 32 In the third paragraph "and" is revised to read "or ". 33 34 This section is supplemented with the following new paragraph: 35 36 Compost for Compost Socks shall be Coarse Compost. 37 38 8- 01.3(14) Temporary Pipe Slope Drain 39 The first paragraph is revised to read: 40 41 Temporary pipe slope drain shall be Corrugated Polyethylene Drain Pipe and shall be 42 constructed in accordance with the Plans 43 44 The last paragraph is revised to read: 45 46 Placement of outflow of the pipe shall not pond water on road surface. 47 48 8- 01.3(15) Maintenance 49 In the fourth paragraph, the last sentence is revised to read - 50 51 Clean sediments may be stabilized on site using approved BMPs as approved by the 52 Engineer. AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11/11 64 1 2 8- 01.3(16) Removal 3 In the second paragraph, the last sentence is revised to read: 4 5 This may include, but is not limited to, ripping the soil, incorporating soil amendments, 6 and seeding with the specified seed. 7 8 8 -01.4 Measurement 9 The eighth paragraph is revised to read: 10 11 Silt fence, gravel filter, compost berms, and wood chip berms will be measured by the 12 linear foot along the ground line of completed barrier. 13 14 8 -01.5 Payment 15 The following bid items are relocated after the bid item "Check Dam ": 16 17 "Inlet Protection ", per each. 18 19 "Gravel Filter Berm ", per linear foot. 20 21 The following new paragraph is inserted before the bid item "Stabilized Construction 22 Entrance ": 23 24 The unit Contract price per linear foot for "Check Dam" and "Gravel Filter Berm" and per 25 each for "Inlet Protection" shall be full pay for all equipment, labor and materials to 26 perform the Work as specified, including installation, removal and disposal at an 27 approved disposal site. 28 29 The paragraph after the bid item "Temporary Curb" is revised to read: 30 31 The unit Contract price per linear foot for "Temporary Curb" shall include all costs to 32 install, maintain, remove, and dispose of the temporary curb. 33 34 The following bid item is inserted after the bid item "Mulching with Pam ": 35 36 "Mulching with Short Term Mulch ", per acre. 37 38 The bid item "Mulching with BFM" is revised to read: 39 40 "Mulching with Moderate Term Mulch" 41 42 The bid item "Mulching with MBFM /FRM" is revised to read: 43 44 "Mulching with Long Term Mulch" 45 46 8- 02.AP8 47 SECTION 8 -02, ROADSIDE RESTORATION 48 January 3, 2011 49 8 -02.2 Materials 50 In the first paragraph, the following item is inserted after the item "Fertilizer 9- 14.3 ": 51 AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11/11 66 1 2 3 4 5 6 8 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 Mulch and Amendments 9 -14.4 8- 02.3(2) Roadside Work Plan In the first paragraph, the second sentence is revised to read: The roadside work plan shall define the Work necessary to provide all Contract requirements, including: wetland excavation, soil preparation, habitat structure placement, planting area preparation, seeding area preparation, bark mulch and compost placement, seeding, planting, plant replacement, irrigation, and weed control in narrative form. The first sentence under "Progress Schedule" is revised to read: A progress schedule shall be submitted in accordance with Section 1 -08.3. The Progress Schedule shall include the planned time periods for Work necessary to provide all Contract requirements in accordance with Sections 8 -01, 8 -02, and 8 -03 The first sentence under "Weed and Pest Control Plan" is revised to read: The Weed and Pest Control Plan shall be submitted and approved prior to starting any Work defined in Sections 8 -01, and 8 -02. In the third paragraph under "Weed and Pest Control Plan" the first and second sentences are revised to read: The plan shall be prepared and signed by a licensed Commercial Pest Control Operator or Consultant when chemical pesticides are proposed The plan shall include methods of weed control; dates of weed control operations; and the name, application rate, and Material Safety Data Sheets of all proposed herbicides. The last paragraph under "Plant Establishment Plan" is deleted. 8- 02.3(2)A Chemical Pesticides This section is deleted. 8- 02.3(2)B Weed Control This section is deleted. 8- 02.3(3) Planting Area Weed Control This section including title is revised to read: 8- 02.3(3) Weed and Pest Control The Contractor shall control weed and pest species within the project area using integrated pest management principles consisting of mechanical, biological and chemical controls that are outlined in the Weed and Pest Control Plan or as designated by the Engineer. Those weeds specified as noxious by the Washington State Department of Agriculture, the local Weed District, or the County Noxious Weed Control Board and other species identified by the Contracting Agency shall be controlled on the project in accordance with the weed and pest control plan. AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11/11 66 1 The Contractor shall control weeds not otherwise covered in accordance with Section 8- 2 02.3(3)A, Planting Area Weed Control in all areas within the project limits, including 3 erosion control seeding area and vegetation preservation areas, as designated by the 4 Engineer. 5 6 This section is supplemented with the following new sub - sections: 7 8 8- 02.3(3)A Planting Area Weed Control 9 All planting areas shall be prepared so that they are weed and debris free at the time of 10 planting and until completion of the project. The planting areas shall include the entire 11 ground surface, regardless of cover, all planting beds, areas around plants, and those 12 areas shown in the Plans. 13 14 All applications of post- emergent herbicides shall be made while green and growing 15 tissue is present. Should unwanted vegetation reach the seed stage, in violation of 16 these Specifications, the Contractor shall physically remove and bag the seed heads. 17 All physically removed vegetation and seed heads shall be disposed of off site at no 18 cost to the Contracting Agency. 19 20 Weed barrier mats shall be installed as shown in the Plans. Mats shall be 3 -feet square 21 and shall be secured by a minimum of 5- staples per mat. Mats and staples shall be 22 installed according to the manufacturer's recommendations. 23 24 8- 02.3(3)6 Chemical Pesticides 25 Application of chemical pesticides shall be in accordance with the label 26 recommendations, the Washington State Department of Ecology, local sensitive area 27 ordinances, and Washington State Department of Agriculture laws and regulations. Only 28 those herbicides listed in the table Herbicides Approved for Use on WSDOT Rights of 29 Way at http: / /www.wsdot.wa.gov/ Maintenance /Roadside /herbicide_use.htm may be 30 used. 31 32 The applicator shall be licensed by the State of Washington as a Commercial Applicator 33 or Commercial Operator with additional endorsements as required by the Special 34 Provisions or the proposed weed control plan. The Contractor shall furnish the Engineer 35 evidence that all operators are licensed with appropriate endorsements, and that the 36 pesticide used is registered for use by the Washington State Department of Agriculture. 37 All chemicals shall be delivered to the job site in the original containers. The licensed 38 applicator or operator shall complete a Commercial Pesticide Application Record (DOT 39 Form 540 -509) each day the pesticide is applied, and furnish a copy to the Engineer by 40 the following business day. 41 42 The Contractor shall ensure confinement of the chemicals within the areas designated. 43 The use of spray chemical pesticides shall require the use of anti -drift and activating 44 agents, and a spray pattern indicator unless otherwise allowed by the Engineer. 45 46 The Contractor shall assume all responsibility for rendering any area unsatisfactory for 47 planting by reason of chemical application. Damage to adjacent areas, either on or off 48 the Highway Right of Way, shall be repaired to the satisfaction of the Engineer or the 49 property owner, and the cost of such repair shall be borne by the Contractor. 50 51 8- 02.3(5) Planting Area Preparation 52 In the first paragraph, the second sentence is revised to read: AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11/11 67 1 2 Material displaced by the Contractor's operations that interferes with drainage shall be 3 removed from the channel and disposed of as approved by the Engineer. 4 5 8- 02.3(7) Layout of Planting 6 The second paragraph is deleted. 7 8 8- 02.3(8) Planting 9 In the second paragraph, the first and second sentences are revised to read: 10 11 Under no circumstances will planting be permitted during unsuitable soil or weather 12 conditions as determined by the Engineer. Unsuitable conditions may include frozen 13 soil, freezing weather, saturated soil, standing water, high winds, heavy rains, and high 14 water levels. 15 16 The fourth paragraph is revised to read: 17 18 Plants shall not be placed below the finished grade. 19 20 The fifth paragraph is revised to read: 21 22 Planting hole sizes for plant material shall be in accordance with the details shown in 23 the Plans. Any glazed surface of the planting hole shall be roughened prior to planting. 24 25 The following new paragraph is inserted after the fifth paragraph: 26 27 All cuttings shall be planted immediately if buds begin to swell. 28 29 8- 02.3(9) Pruning, Staking, Guying, and Wrapping 30 In the first paragraph, the last sentence is revised to read: 31 32 All other pruning shall be performed only after the plants have been in the ground at 33 least one year and when plants are dormant. 34 35 8- 02.3(13) Plant Establishment 36 In the third paragraph, the first sentence is revised to read: 37 38 During the first -year plant establishment period, the Contractor shall perform all Work 39 necessary to ensure the resumption and continued growth of the transplanted material. 40 41 In the fourth paragraph, "propose" is revised to read "submit ". 42 43 8- 02.3(15) Live Fascines 44 In the first paragraph, the fourth sentence is revised to read: 45 46 Dead branches may be placed within the live fascine and on the side exposed to the air. 47 48 In the second paragraph, the third sentence is deleted. 49 50 In the second paragraph, the seventh sentence is revised to read: 51 52 The live stakes shall be driven through the live fascine vertically into the slope. AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11/11 68 2 3 4 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 8- 02.3(16)A Lawn Installation In the third paragraph, the last two items "West of the summit of the Cascade Range - March 1 to October 1." and "East of the summit of the Cascade Range - April 15 to October 1." are revised to read: Western Washington (West of the Cascade Mountain crest) March through May 15 September 1 through October 1 The fifth paragraph is revised to read: Eastern Washington (East of the Cascade Mountain crest) October 1 through November 15 Topsoil for seeded or sodded lawns shall be placed at the depth and locations as shown in the Plans. The topsoil shall be cultivated to the specified depth, raked to a smooth even grade without low areas that trap water and compacted, all as approved by the Engineer. In the sixth paragraph, the last sentence is revised to read: Following placement, the sod shall be rolled with a smooth roller to establish contact with the soil. 8 -02.4 Measurement The seventh paragraph is revised to read: Fine compost, medium compost and coarse compost will be measured by the cubic yard in the haul conveyance at the point of delivery. 8 -02.5 Payment The following new paragraph is inserted above the paragraph beginning with "Payment shall be increased to 90- percent...... ": Plant establishment milestones are achieved when plants meet conditions described in Section 8- 02.3(13). The following is inserted after the bid item "Fine Compost ": "Medium Compost ", per cubic yard. The paragraph for the bid item "Weed Control' is revised to read: "Weed and Pest Control", will be paid in accordance with Section 1 -09.6. The following new paragraph is inserted after the bid item "Soil Amendment ": The unit Contract price per cubic yard for "Soil Amendment' shall be full pay for furnishing and incorporating the soil amendment into the existing soil. The following new paragraph is inserted after the bid item "Bark or Wood Chip Mulch ": AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11/11 69 1 The unit Contract price per cubic yard for "Bark or Wood Chip Mulch" shall be full pay 2 for furnishing and spreading the mulch onto the existing soil. 3 4 8- 03.AP8 5 SECTION 8 -03, IRRIGATION SYSTEMS 6 January 4, 2010 7 8 -03.1 Description 8 In this section, "staked" is revised to read "approved by the Engineer." 9 10 8 -03.3 Construction Requirements 11 The second paragraph is revised to read: 12 13 Potable water supplies shall be protected against cross connections in accordance with 14 applicable Washington State Department of Health rules and regulations and approval 15 by the local health authority. 16 17 8- 03.3(1) Layout of Irrigation System 18 This section is revised to read: 19 20 The Contractor shall stake the irrigation system following the schematic design shown in 21 the Plans. Approval must be obtained from the Engineer. Alterations and changes in the 22 layout may be expected in order to conform to ground conditions and to obtain full and 23 adequate coverage of plant material with water. However, no changes in the system as 24 planned shall be made without prior authorization by the Engineer. 25 26 This section is supplemented with the following new sub - section: 27 28 8- 03.3(1)A Locating Irrigation Sleeves 29 Existing underground irrigation sleeve ends shall be located by potholing. Irrigation 30 sleeves placed during general construction prior to installation of the irrigation system 31 shall be marked at both ends with a 2x4x24 -inch wood stake extending 6- inches out of 32 the soil and painted blue on the exposed end. 33 34 8- 03.3(2) Excavation 35 In the first paragraph, the fourth sentence is revised to read: 36 37 Trenches through rock or other material unsuitable for trench bottoms and sides shall 38 be excavated 6- inches below the required depth and shall be backfilled to the top of the 39 pipe with sand or other suitable material free from rocks or stones. Backfill material shall 40 not contain rocks 2- inches or greater in diameter or other materials that can damage 41 pipe. 42 43 The second paragraph is revised to read: 44 45 The Contractor shall exercise care when excavating pipe trenches near existing trees to 46 minimize damage to tree roots. Where roots are 1 -1/2- inches or greater in diameter, the 47 trench shall be hand excavated and tunneled under the roots. When large roots are 48 exposed, they shall be wrapped with heavy, moist material, such as burlap or canvas, 49 for protection and to prevent excessive drying. The material must be kept moist until the 50 trench is backfilled. Trenches dug by machines adjacent to trees having roots less than 51 1 -1/2- inches in diameter shall have severed roots cleanly cut. Trenches having exposed AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7 /11/11 70 1 tree roots shall be backfilled within 24 -hours unless adequately protected by moist 2 material as approved by the Engineer. All material and fastenings used to cover the 3 roots shall be removed before backfilling. 4 5 The third paragraph is revised to read: 6 7 Detectable marking tape shall be placed in all trenches 6- inches directly above, parallel 8 to, and along the entire length of all nonmetallic water pipes, and all nonmetallic and 9 aluminum sleeves, conduits and casing pipe. The width of the tape and installation 10 depth shall be as recommended by the manufacturer for the depth of installation or as 11 shown in the Plans. 12 13 8- 03.3(3) Piping 14 This section is revised to read: 15 16 All water lines shall be a minimum of 18- inches below finished grade measured from the 17 top of the pipe or as shown in the Plans. All live water mains to be constructed under 18 existing pavement shall be placed in steel casing jacked under pavement as shown in 19 the Plans. All PVC or polyethylene pipe installed under areas to be paved shall be 20 placed in irrigation sleeves. Irrigation sleeves shall extend a minimum of 2 -feet beyond 21 the limits of pavement. All jacking operations shall be performed in accordance with an 22 approved jacking plan. Where possible; mains and laterals or section piping shall be 23 placed in the same trench. All lines shall be placed a minimum of 3 -feet from the edge 24 of concrete sidewalks, curbs, guardrail, walls, fences, or traffic barriers. Pipe pulling will 25 not be allowed for installation and placement of irrigation pipe. 26 27 Mainlines and lateral lines shall be defined as follows: 28 29 Mainlines: All supply pipe and fittings between the water meter and the irrigation 30 control valves. 31 32 Lateral Lines: All supply pipe and fittings between the irrigation control valves 33 and the connections to the irrigation heads. Swing joints, thick walled PVC or 34 polyethylene pipe, flexible risers, rigid pipe risers, and associated fittings are not 35 considered part of the lateral line but incidental components of the irrigation heads. 36 37 8- 03.3(4) Jointing 38 In the second paragraph, the third sentence is revised to read: 39 40 Threaded galvanized steel joints shall be constructed using either a nonhardening, 41 nonseizing multipurpose sealant or Teflon tape or paste as recommended by the pipe 42 manufacturer, or as shown in the Plans. 43 44 In the last sentence of the second paragraph, "will" is revised to read "shall ". 45 46 In the fourth sentence of the third paragraph, "will" is revised to read "shall" and "at" is 47 revised to read "of'. 48 49 In the fifth paragraph, the first sentence is revised to read: 50 51 On PVC or polyethylene -to -metal connections, work the metal connection first. 52 AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11/11 71 1 In the fifth paragraph, the third sentence is revised to read: 2 3 Connections between metal and PVC or polyethylene are to be threaded utilizing 4 female threaded PVC adapters with threaded schedule 80 -PVC nipple only. 5 6 In the sixth paragraph, the second sentence is revised to read: 7 8 The ends of the polyethylene pipe shall be cut square, reamed smooth inside and out, 9 and inserted to the full depth of the fitting. 10 11 8- 03.3(5) Installation 12 The following new paragraph is inserted after the third paragraph: 13 14 All automatic control valves, flow control valves, and pressure reducing valves shall be 15 installed in appropriate sized valve boxes. Manual control valves shall be installed in an 16 appropriate sized valve box and where appropriate, upstream of the automatic control 17 valves. Manual and automatic valves installed together shall be in an appropriate sized 18 box with 3- inches of clearance on all sides. 19 20 The fourth paragraph is revised to read: 21 22 Final position of valve boxes, capped sleeves, and quick coupler valves shall be 23 between' /2 -inch and 1 -inch above finished grade or mulch, or as shown in the Plans. 24 25 The following new paragraph is inserted after the fourth paragraph: 26 27 Quick coupler valves and hose bibs shall be installed in valve boxes, either separately 28 or within a control valve assembly box upstream of the control valves. Valves, quick 29 couplers, and hose bibs shall have 3- inches of clearance on all sides within the valve 30 box. 31 32 In the fifth paragraph "an" is revised to read "a minimum ". 33 34 The following new paragraph is inserted after the fifth paragraph: 35 36 Automatic controller pedestals or container cabinets shall be installed on a concrete 37 base as shown in the Plans or in accordance with the manufacturer's recommendations. 38 Provide three 1 -inch diameter galvanized metal or PVC electrical wire conduits through 39 the base and 3- inches minimum beyond the edge or side of the base both inside and 40 outside of the pedestal. 41 42 8- 03.3(6) Electrical Wire Installation 43 This section is revised to read: 44 45 All electrical work shall conform to the National Electric Code, NEMA Specifications and 46 in accordance with Section 8 -20. Electrical wiring between the automatic controller and 47 automatic valves shall be direct burial and may share a common neutral. Separate 48 control conductors shall be run from the automatic controller to each valve. When more 49 than one automatic controller is required, a separate common neutral shall be provided 50 for each controller and the automatic valves which it controls. Electrical wire shall be 51 installed in the trench adjacent to or above the irrigation pipe, but no less than 12- inches 52 deep. Plastic tape or nylon tie wraps shall be used to bundle wires together at 10 -foot AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11/11 72 1 intervals. If it is necessary to run electrical wire in a separate trench from the irrigation 2 pipe, the wire shall be placed at a minimum depth of 18- inches and be "snaked" from 3 side to side in the trench. Each circuit shall be identified at both ends and at all splices 4 with a permanent marker identifying zone and /or station. 5 6 Wiring placed under pavement and walls, or through walls, shall be placed in an 7 electrical conduit or within an irrigation sleeve. Electrical conduit shall not be less than 8 1 -inch in diameter, and shall meet conduit specifications for PVC conduit as required in 9 Section 9 -29.1. 10 11 Splices will be permitted only in approved electrical junction boxes, valve boxes, pole 12 bases, or within control equipment boxes or pedestals. A minimum of 18- inches of 13 excess conductor shall be left at all splices, terminals and control valves to facilitate 14 inspection and future splicing. The excess wire shall be neatly coiled to fit easily into the 15 boxes. 16 17 All 120 -volt electrical conductors and conduit shall be installed by a certified electrician 18 including all wire splices and wire terminations. 19 20 All wiring shall be tested in accordance with Section 8- 20.3(11). 21 22 Continuity ground and functionality testing shall be performed for all 24 -volt direct burial 23 circuits. The Megger test, confirming insulation resistance of not less than 2 megohms 24 to ground in accordance with Section 8- 20.3(11), is required. 25 26 8- 03.3(7) Flushing and Testing 27 In the first paragraph "correct" is revised to read "as accurate" and "ordered" is revised to 28 read "required ". 29 30 The third paragraph is revised to read: 31 32 Main Line Flushing 33 All main supply lines shall receive two fully open flushing's to remove debris that may 34 have entered the line during construction: The first before placement of valves and the 35 second after placement of valves and prior to testing. 36 37 The fourth paragraph is revised to read: 38 39 Main Line Testing 40 All main supply lines shall be purged of air and tested with a minimum static water 41 pressure of 150 -psi for 60- minutes without introduction of additional service or pumping 42 pressure. Testing shall be done with one pressure gauge installed on the line, in the 43 location required by the Engineer. For systems using a pump, an additional pressure 44 gauge shall be installed at the pump when required by the Engineer. Lines that show 45 loss of pressure exceeding 5 -psi at the ends of specified test periods will be rejected. 46 47 The fifth paragraph is deleted. 48 49 In the sixth paragraph, "any" is revised to read "all ". 50 51 In the seventh paragraph, the second sentence is revised to read: 52 AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11/11 73 1 The operating line pressure shall be maintained for 30- minutes with valves closed and 2 without introduction of additional service or pumping pressure. 3 4 In the eighth paragraph, the fourth and fifth sentences are revised to read: 5 6 The Contractor shall then conduct a thorough inspection of all sprinkler heads, emitters, 7 etc., located downstream of the break or disruption of service, and make all needed 8 repairs to ensure that the entire irrigation system is operating properly. 9 10 8- 03.3(8) Adjusting System 11 In the first paragraph, the last sentence is revised to read: 12 13 Unless otherwise specified, sprinkler spray patterns will not be permitted to apply water 14 to pavement, walks, or Structures. 15 16 8- 03.3(11) System Operation 17 In the first paragraph, the last sentence is revised to read: 18 19 The final inspection of the irrigation system will coincide with the end of the Contract or 20 the end of first -year plant establishment, which ever is later. 21 22 In the second paragraph "ordered" is revised to read "required ". 23 24 In the third paragraph, the last sentence is revised to read: 25 26 Potable water shall not flow through the cross - connection control device to any 27 downstream component until tested and approved for use by the local health authority 28 in accordance with Section 8- 03.3(12). 29 30 The fourth paragraph is revised to read: 31 32 In the spring, when the drip irrigation system is in full operation, the Contractor shall 33 make a full inspection of all emitters, and irrigation heads. This shall involve visual 34 inspection of each emitter and irrigation head under operating conditions. All 35 adjustments, flushing, or replacements to the system shall be made at this time to 36 ensure the proper operation of all emitters and irrigation heads. 37 38 8- 03.3(12) Cross Connection Control Device Installation 39 In the first sentence of the first paragraph "serving utility" is revised to read "local health 40 authority ". 41 42 8- 03.3(13) Irrigation Water Service 43 The first paragraph is revised to read: 44 45 All water meter(s) shall be installed by the serving utility. The Contracting Agency shall 46 arrange for a water meter installation(s) for the irrigation system at the locations and 47 sizes as shown in the Plans at no cost to the Contractor. It shall be the Contractor's 48 responsibility to contact the Engineer to schedule the water meter installation. The 49 Contractor shall provide a minimum of 60- calendar days notice to the Engineer prior to 50 the desired water meter installation date. 51 52 In the second paragraph, "will" is revised to read "shall ". AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised• 7/11/11 74 2 8- 03.3(14) Irrigation Electrical Service 3 The first paragraph is revised to read: 4 5 The Contracting Agency shall arrange for electrical service connection(s) for operation 6 of the automatic electrical controller(s) at the locations as shown in the Plans. The 7 Contractor shall splice and run conduit and wire from the electrical service 8 connection(s), or service cabinet to the automatic electrical controller and connect the 9 conductors to the circuit(s) per the controller manufacturer's diagrams or 10 recommendations. 11 12 In the second paragraph, "conduit" is revised to read "conduits ". 13 14 8- 08.AP8 15 SECTION 8 -08, RUMBLE STRIPS 16 April 5, 2010 17 8 -08.3 Construction Requirements 18 In the fourth paragraph, the first and second sentences are combined to read: 19 20 When shown in the Plans, the rumble strips shall be fog sealed in accordance with the 21 requirements of Section 5 -02 following the completion of the shoulder rumble strip. 22 23 8- 09.AP8 24 SECTION 8 -09, RAISED PAVEMENT MARKERS 25 April 4, 2011 26 This division is deleted in its entirety and replaced with the following: 27 28 8 -09 RAISED PAVEMENT MARKERS 29 8 -09.1 Description 30 This Work shall consist of furnishing and installing pavement markers of the type specified in 31 the Plans, in accordance with these Specifications, and at the locations indicated in the 32 Plans or where designated by the Engineer. This Work also includes cleanup and disposal of 33 cuttings and other resultant debris. The color of pavement markers shall conform to the color 34 of the marking for which they supplement, substitute for, or serve as a positioning guide for. 35 36 8 -09.2 Materials 37 Raised pavement marker (RPM) shall meet the requirements of the following sections: 38 39 RPM Type 1 9 -21.1 40 RPM Type 2 9 -21.2 41 RPM Type 3 9 -21.3 42 Adhesive 9- 02.1(8), 9 -26.2 43 44 8 -09.3 Construction Requirements 45 8- 09.3(1) Preliminary Spotting 46 The Engineer will provide necessary control points at intervals agreed upon with the 47 Contractor to assist in preliminary spotting of the lines before marker placement begins. 48 The Contractor shall be responsible for preliminary spotting of the lines to be marked. AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11/11 75 1 The color of the material used for spotting shall match the color of the raised pavement 2 markers. Approval by the Engineer is required before marking begins. 3 4 Markers shall not be placed over longitudinal or transverse joints in the pavement 5 surface. 6 7 8- 09.3(2) Surface Preparation 8 All sand, dirt, and loose extraneous material shall be swept or blown away from the 9 marker location and the cleaned surface prepared by 1 of the following procedures: 10 11 When deemed necessary by the Engineer all surface dirt within areas to receive 12 markers shall be removed. Large areas of tar, grease, or foreign materials may 13 require sandblasting, steam cleaning, or power brooming to accomplish complete 14 removal. 15 16 When markers are placed on new cement concrete pavement, any curing 17 compound shall be removed in accordance with the requirements of this section. All 18 liquid membrane - forming compounds shall be removed from the Portland cement 19 concrete pavement to which Raised Pavement Markers are to bonded, Curing 20 compound removal shall not be started until the pavement has attained sufficient 21 flexural strength for opening for traffic to be allowed on it. The Contractor shall 22 submit a proposed removal method to the Project Engineer and shall not begin the 23 removal process until the Project Engineer has approved the removal method. 24 25 The pavement shall be surface dry. When applying Epoxy Adhesives in cool 26 weather the pavement surface shall be heated by intense radiant heat (not direct 27 flame) for a sufficient length of time to warm the pavement areas of marker 28 application to a minimum of 70 °F. 29 30 Application of markers shall not proceed until final authorization is received from 31 the Engineer. 32 33 8- 09.3(3) Marker Preparation 34 Type 2 markers may be warmed prior to setting by heating to a maximum temperature 35 of 120 °F for a maximum of 10- minutes. 36 37 8- 09.3(4) Adhesive Preparation 38 Epoxy adhesive shall be maintained at a temperature of 60 °F to 85 °F before use and 39 during application. 40 41 Component A shall be added to component B just before use and mixed to a smooth 42 uniform blend. The unused mixed adhesive shall be discarded when polymerization has 43 caused stiffening and reduction of workability. 44 45 Bituminous pavement marker adhesive shall be indirectly heated in an applicator with 46 continuous agitation or recurring circulation. Adhesive temperature shall not exceed the 47 maximum safe heating temperature stated by the manufacturer. The Contractor shall 48 provide the Engineer with manufacturer's written instruction for application temperature 49 and maximum safe heating temperature. 50 AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11/11 76 1 8- 09.3(5) Application Procedure 2 8- 09.3(5)A Epoxy Adhesives ' 3 Epoxy adhesive shall conform to the requirements of Sections 9 -26.2. 4 5 The marker shall be affixed to the prepared pavement area with sufficient adhesive ' 6 so as to squeeze out a small bead of adhesive around the entire periphery of the 7 marker. The sequence of operations shall be as rapid as possible. Adhesive shall 8 be in place and the marker seated in not more than 30- seconds after the removal of 9 the pavement preheat or warm air blast. The marker shall not have cooled more ' 10 than 1- minute before seating. 11 12 The lengths of the pavement preheat or warming shall be adjusted so as to ensure ' 13 bonding of the marker in not more than 15- minutes. Bonding will be considered 14 satisfactory when adhesive develops minimum bond strength in tension of not less 15 than 800 -grams per square inch or a total tensile strength of 25- pounds. ' 16 17 On Roadway sections which are not open to public traffic, the preheating of the 18 markers by dry heating before setting will not be required provided the adhesive ' 19 develops the required bond strength of 800 -grams per square inch in less than 3- 20 hours. If the Roadway section is carrying public traffic during the installation of the 21 markers, the 15- minute set -to- traffic provision will be enforced, and necessary ' 22 flagging and traffic control will be required. 23 24 8- 09.3(5)B Asphalt Adhesives ' 25 The bituminous adhesive shall conform to the requirements of Section 9- 02.1(8). 26 27 Bituminous adhesive shall be applied at temperatures recommended by the 28 manufacturer. ' 29 30 The marker shall be affixed to the prepared pavement area with sufficient adhesive 31 so as to squeeze out a small bead of adhesive around the entire periphery of the ' 32 marker. Markers shall be placed immediately after application of the adhesive. 33 34 8- 09.3(6) Recessed Pavement Marker ' 35 The Contractor shall construct recesses for pavement markers by grinding the 36 pavement in accordance with the dimensions shown in the Standard Plans. The 37 Contractor shall prepare the surface in accordance with Section 8- 09.3(2), and install 38 Type 2 markers in the recess in accordance with the Standard Plans and Section 8- 39 09.3(5). 40 ' 41 Recessed pavement markers shall not be constructed on bridge decks or on bridge 42 approach slabs 43 ' 44 8- 09.3(7) Tolerances for Pavement Markers 45 Markers shall be spaced and aligned as shown in the Standard Plans and as specified 46 by the Engineer. A displacement of not more than' /2 -inch left or right of the established 47 guide line will be permitted. The Contractor shall remove and replace at no expense to 48 the Contracting Agency all improperly placed markers. 49 ' 50 8 -09.4 Measurement 51 Measurement of markers will be by units of 100 for each type of marker furnished and set in 52 place. AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11/11 77 2 8 -09.5 Payment 3 Payment will be made in accordance with Section 1 -04.1, for each of the following Bid items 4 that are included in the Proposal: 5 6 "Raised Pavement Marker Type 1 ", per hundred. 7 "Raised Pavement Marker Type 2 ", per hundred. 8 "Raised Pavement Marker Type 3- In. ", per hundred. 9 "Recessed Pavement Marker ", per hundred. 10 11 The unit Contract price per hundred for "Raised Pavement Marker Type 1 ", "Raised 12 Pavement Marker Type 2 ", "Raised Pavement Marker Type 3 In. ", and "Recessed 13 Pavement Marker" shall be full pay for furnishing and installing the markers in accordance 14 with these Specifications including all cost involved with traffic control except for 15 reimbursement for other traffic control labor, and for flaggers and spotters in accordance with 16 Section 1 -10.5. 17 18 8- 10.AP8 19 SECTION 8 -10, GUIDE POSTS 20 August 2, 2010 21 8 -10.3 Construction Requirements 22 The second paragraph is supplemented with the following: 23 24 When guide posts are placed on new cement concrete pavement, any curing compound 25 shall be removed. All liquid membrane - forming compounds shall be removed from the 26 Portland cement concrete pavement to which guide post are to be bonded, Curing 27 compound removal shall not be started until the pavement has attained sufficient 28 flexural strength for traffic to be allowed on it. The Contractor shall submit a proposed 29 removal method to the Project Engineer and shall not begin the removal process until 30 the Project Engineer has approved the removal method. The final guide post lengths will 31 be determined or verified by the Engineer at the request of the Contractor. 32 33 8- 11.AP8 34 SECTION 8 -11, GUARDRAIL 35 August 2, 2010 36 8- 11.3(1)A Erection of Posts 37 The second paragraph is supplemented with the following sentence: 38 39 New installations of guardrail shall have steel posts or as otherwise shown in the Plans. 40 41 8- 11.3(1)D Terminal and Anchor Installation 42 The fifth paragraph is supplemented with the following sentence: 43 44 For new terminal installations steel posts shall be used unless shown otherwise in the 45 Plans. 46 AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11/11 78 ' 1 8- 12.AP8 2 SECTION 8 -12, CHAIN LINK FENCE AND WIRE FENCE ' 3 April 4, 2011 4 8 -12.5 Payment 5 The following new paragraph is inserted after the bid item "Chain Link Fence Type _": 6 7 The unit contract price per linear foot for "Chain Link Fence Type _" shall be full 8 compensation for brace posts installation and all other requirements for Chain Link 9 Fence, of Section 8 -12, unless covered in a separate bid item in this subsection. 10 ' 11 8- 14.AP8 12 SECTION 8 -14, CEMENT CONCRETE SIDEWALKS 13 April 4, 2011 14 8 -14.2 Material 15 This section is supplemented with the following new paragraph: ' 16 17 The Contractor shall use one of the detectable warning surface products listed in the 18 Qualified Products List or seek approval through the WSDOT Request for Approval of ' 19 Material process. The detectable warning surface shall have the truncated dome shape 20 shown in the Plans. The minimum 2 -foot wide detectable warning surface area shall be 21 yellow and shall match Federal Standard 595, color number 33538. When painting a 22 detectable warning surface is required, such as on a steel detectable warning surface, 23 the yellow paint shall conform to Section 9- 08.1(8), and shall match Federal Standard 24 595, color number 33538. ' 25 26 8- 14.3(3) Placing and Finishing Concrete. 27 The fourth paragraph is revised to read: 28 29 Curb ramps shall be of the type specified in the Plans and shall include the detectable 30 warning surface. 31 32 The fifth and sixth paragraphs are deleted. 33 34 8- 14.3(5) Curb Ramp Detectable Warning Surface Retrofit 35 This section including heading is revised to read: 36 37 8- 14.3(5) Detectable Warning Surface 38 The detectable warning surface shall be located as shown in the Plans. Placement of 39 the detectable warning surface shall be in accordance with the manufacturer's 40 recommendation for placement in fresh concrete, before the concrete has reached initial ' 41 set, or on a hardened cement concrete surface, or asphalt pavement surface. 42 43 Vertical edges of the detectable warning surface shall be flush with the adjoining ' 44 surface to the extent possible (not be more than 1/4 - inch above the surface of the 45 pavement) after installation. 46 ' 47 Embossing or stamping the wet concrete to achieve the truncated dome pattern or 48 using a mold into which a catalyst hardened material is applied shall not be allowed. 49 AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11/11 79 1 3 4 5 6 8 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 8 -14.4 Measurement ' The second sentence in the first paragraph is revised to read: ' Cement concrete curb ramp type will be measured per each for the complete curb ramp type installed and includes the installation of the detectable warning surface. The second paragraph is revised to read: I Detectable warning surface will be measured by the square foot of detectable warning I surface material installed as shown in the Plans. 8 -14.5 Payment The pay item "Cement Conc. Curb Ramp Type new paragraph: " is supplemented with the following I The unit Contract price per each for "Cement Concrete Curb Ramp Type ", shall be full pay for installing the curb ramp as specified including the "Detectable Warning Surface ". The pay item "Curb Ramp Detectable Warning Surface Retrofit" is revised to read "Detectable Warning Surface ". 8- 15.AP8 SECTION 8 -15, RIPRAP January 4, 2010 8 -15.2 Materials The referenced sections for the following items are revised to read: Heavy Loose Riprap 9 -13 Light Loose Riprap 9 -13 Hand Placed Riprap 9 -13 Sack Riprap 9 -13 Quarry Spalls 9 -13 8- 17.AP8 SECTION 8 -17, IMPACT ATTENUATOR SYSTEMS April 5, 2010 8 -17.4 Measurement The first paragraph is supplemented with the following new sentence: Only the maximum number of temporary impact attenuators installed at any one time within the project limits will be measured for payment. 8 -17.5 Payment In the second paragraph following the bid item "Resetting Impact Attenuator ", the first sentence is revised to read: If an impact attenuator is damaged by a third party, repairs shall be made in accordance with Section 1- 07.13(4) under the Bid item "Reimbursement For Third Party Damage ". AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11/11 80 1 2 8- 20.AP8 3 SECTION 8 -20, ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, AND 4 ELECTRICAL 5 January 3, 2011 6 8 -20.1 Description 7 In the first paragraph, item number 3 is revised to read: 8 9 3. Intelligent Transportation Systems (ITS) 10 11 8- 20.3(4) Foundations 12 In the 12th paragraph, item number 2 is revised to read: 13 14 2. The top heavy -hex nuts for type ASTM F1554 grade 105 anchor bolts shall be 15 tightened by the Turn -Of -Nut Tightening Method to minimum rotation of % -turn (90 16 degrees) and a maximum rotation of /3 -turn (120 degrees) past snug tight. 17 Permanent marks shall be set on the base plate and nuts to indicate nut rotation 18 past snug tight. 19 20 In the 12th paragraph, the following is inserted after item number 2: 21 22 3. The top hex nuts for type ASTM F1554 grade 55 anchor bolts shall be tightened by 23 the Turn -of -Nut Tightening Method to minimum rotation of 1/8 -turn (45 degrees) 24 and a maximum rotation of 1/6 -turn (60 degrees) past snug tight. Permanent 25 marks shall be set on the base plate and nuts to indicate nut rotation past snug 26 tight. 27 28 8- 20.3(5) Conduit 29 In the fifth sentence of the fourth paragraph, "conforms" is revised to read "conforming ". 30 31 8- 20.3(6) Junction Boxes, Cable Vaults, and Pull boxes 32 In the first paragraph, the first sentence is revised to read: 33 34 Standard Duty and Heavy Duty junction boxes, pull boxes and cable vaults shall be 35 installed at the locations show in the Plans. 36 37 In the second paragraph, the first sentence is revised to read: 38 39 Cable vaults and pull boxes shall be installed in accordance with the following: 40 41 In item number 2 of the second paragraph, "top course" is deleted and "per" is revised to 42 read "in accordance with ". 43 44 In the last paragraph, 1/2 inch" is revised to read 1/8 inch ". 45 46 This section is supplemented with the following: 47 48 Standard Duty pull boxes, cable vaults and concrete junction boxes installed in 49 sidewalks, walkways and shared use paths shall have slip resistant surfaces, be flush 50 with surface and match grade of the sidewalk, walkway and shared use path. The AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11 /11 81 boxes vaults an n 1 d junction boxes shall not be placed In curb ramps, curb ramp landings, 2 or the gutter areas associated with the curb ramps. Standard Duty non - concrete 3 junction boxes shall not be installed in sidewalks, walkways or shared use paths 4 5 8- 20.3(8) Wiring 6 The following new two paragraphs are inserted after the first table: 7 8 Splices and taps on underground circuits shall be made with solderless crimp 9 connectors meeting the requirements of Section 9- 29.12. 10 11 Only one conductor or one multi conductor cable per wire entrance will be allowed in 12 any rigid mold splice. , 13 14 In the eleventh paragraph item number 5 is revised to read: 15 16 5. Video detection camera lead -in cable -the numbers of the phases the camera 17 served. 18 19 In the eleventh paragraph the following is added after item number 5: 20 21 6. For ITS cameras — the number of the camera indicated in the Contract and the 22 number of the associated cabinet as indicated on the Plans. 23 24 7. Communication cable -- labeled as Comm. 25 26 This section is supplemented with the following new paragraph: 27 28 Installation of coaxial or coaxial /Siamese cable or data cables with a 600 VAC rating will 29 be allowed in the same raceway with 480 VAC illumination cable. 30 31 8 -20.4 Measurement 32 The first sentence is revised to read: 33 34 No specific unit of measurement will apply to the lump sum items for illumination , 35 system, intelligent transportation system (ITS), or traffic signal systems, but 36 measurement will be for the sum total of all items for a complete system to be furnished 37 and installed. 38 39 The second paragraph is revised to read: 40 41 Conduit of the kind and diameter specified will be measured, through the junction ' 42 boxes, by the linear foot of conduit placed, unless the conduit is included in an 43 illumination system, signal system, Intelligent Transportation (ITS) or other type of 44 electrical system lump sum Bid item. 45 46 8 -20.5 Payment 47 All references to "Intelligent Transportation System" are revised to read "ITS ". 1 48 49 The paragraph after the bid item, "Conduit Pipe In. Diam." per linear foot, is revised to 50 read: 51 AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11/11 82 1 The unit Contract price per linear foot for "Conduit Pipe In. Diam." shall be full pay 2 for furnishing all pipe, pipe connections, elbows, bends, caps, reducers, conduits, 3 unions, junction boxes and fittings; for placing the pipe in accordance with the above 4 provisions, including all excavation, jacking or drilling required, backfilling of any voids 5 around casing, conduits, pits or the trenches, restoration of native vegetation disturbed 6 by the operation, chipping of pavement, and bedding of the pipe; and all other Work 7 necessary for the construction of the conduit, except that when conduit is included on 8 any project as an integral part of an illumination, traffic signal, or ITS systems and the 9 conduit is not shown as a pay item, it shall be included in the lump sum price for the 10 system shown. 11 12 8- 21.AP8 13 SECTION 8 -21, PERMANENT SIGNING 14 April 4, 2011 15 8- 21.3(4) Sign Removal 16 In the fourth paragraph, the following sentence is inserted after the second sentence: 17 18 Where signs are removed from existing overhead sign Structures, the existing vertical 19 sign support braces shall also be removed. 20 21 In the fourth paragraph, the third sentence is revised to read: 22 23 Aluminum signs, wood signs, wood sign posts, wood structures, metal sign posts, wind 24 beams, and other metal structural members, and all existing fastening hardware 25 connecting such members being removed, shall become the property of the Contractor 26 and shall be removed from the project. 27 28 8- 21.3(9)F Foundations 29 In the ninth paragraph, the following new statement is inserted as number 1. Existing 30 numbers 1 through 6 of the ninth paragraph shall be renumbered to 2 through 7. 31 32 1. Foundation excavations shall conform to the requirements of Section 2- 09.3(3). 33 34 In the tenth paragraph, item number 2 is revised to read: 35 36 2. Steel reinforcement, including spiral reinforcing, shall conform to Section 9 -07.2. 37 38 8- 21.3(9)G Identification Plates 39 This section including title is revised to read: 40 41 8- 21.3(9)G Sign Structure Identification Information 42 Whenever existing bridge mounted sign brackets, cantilever sign structures, or sign 43 bridge structures are removed from their anchorage, whether temporary or permanent, 44 the Contractor shall provide the sign structure identification information, attached to the 45 sign structures, to the Engineer. The identification information may be in the form of a 46 riveted plate, sticker, or other means. 47 48 8- 21.3(12) Steel Sign Posts 49 This section is supplemented with the following: 50 AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11/11 83 1 For roadside sign structures on SB -1 SB -2 or SB -3 slip bases the Contractor shall use , 9 P e 2 the following procedures and manufacturer's recommendations: 3 4 1. The Contractor shall assemble the perforated square steel post or solid square 5 steel post to the upper slip plate with bolts, nuts, and washers as shown in the 6 Plans. 7 8 2. The three bolts connecting the upper and lower slip plates shall be tightened 9 using as a torque wrench to the torque, following the procedures in the Plans. , 10 11 For roadside structures on ST -2 and ST -4 sign supports, the Contractor shall use the 12 following procedures: 13 14 1. The Contractor shall assemble the perforated square steel post to the lower 15 sign post support with bolts, nuts, and washers as shown in the Plans. , 16 17 8- 22.AP8 18 SECTION 8 -22, PAVEMENT MARKING 19 August 2, 2010 20 8 -22.1 Description 21 In the second paragraph, the last sentence is revised to read: 22 23 Traffic letters used in word messages shall be sized as shown in the Plans. 24 25 8 -22.4 Measurement 26 In the sixth paragraph "Painted Line" is revised to read "Paint Line ". 27 28 9- 01.AP9 29 SECTION 9 -01, PORTLAND CEMENT 30 April 5, 2010 31 9- 01.2(1) Portland Cement 32 In the first paragraph, all the text after "shall not exceed 8- percent by weight" is deleted and 33 the paragraph ends. 34 35 In the second paragraph, "per" is revised to read "in accordance with ". 36 37 9- 02.AP9 38 SECTION 9 -02, BITUMINOUS MATERIALS 39 January 3, 2011 40 9- 02.1(8) Flexible Bituminous Pavement Marker Adhesive 41 This section is revised to read: 42 43 Flexible bituminous pavement marker adhesive is a hot melt thermoplastic bituminous 44 material used for bonding raised pavement markers and recessed pavement markers to 45 the pavement. 46 AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised- 7/11/11 84 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 The adhesive material shall conform to the following requirements when prepared in accordance with the Materials Manual WSDOT Standard Operating Procedure (SOP) No. 318: Property Test Method Requirement Penetration, 77 °F, 1008, 5 sec, dmm AASHTO T 49 30 Max. Softening Point, F AASHTO T 53 200 Min. Rotational Thermosel Viscosity, cP, #27 spindle, 20 RPM, 400 °F AASHTO T 316 5000 Max. Ductility, 77 °F, 5 cm /minute, cm AASHTO T 51 15 Min. Ductility, 39.2 °F, 1 cm /minute, cm ASTM D 51 5 Min. Flexibility, 1 ", 20 °F, 90 deg. Bend, 10 sec., Wx 1" X 6" specimen ASTM D 3111 NOTE 1 Pass Bond Pull -Off Strength WSDOT T-426 Greater than 50 psi Note 1: Flexibility test is modified by bending specimen through an arc of 90 degrees at a uniform rate in 10 seconds over a 1 -inch diameter mandrel. 9- 02.1(9) Coal Tar Pitch Emulsion, Cationic Asphalt Emulsion Blend Sealer This section including title is revised to read: 9- 02.1(9) Vacant 9- 03.AP9 ` SECTION 9 -03, AGGREGATES April 4, 2011 In this Division, all references to " AASHTO TP 61" are revised to read " AASHTO T 335 ". 9- 03.11(2) Streambed Cobbles The first paragraph is revised to read: Streambed cobbles shall be clean, naturally occurring water rounded gravel material. Streambed cobbles shall have a well graded distribution of cobble sizes and conform to one or more of the following gradings as shown in the Plans: Percent Passing Approximate Size Note 1 4" Cobbles 6" Cobbles 8" Cobbles 10" Cobbles 12" Cobbles 12" 100 10" 100 70 -90 8" 100 70 -90 6" 100 70 -90 AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11 /11 85 2 3 4 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 5" 70 -90 30 -60. 4" 100 30 -60. 3" 70 -90 30 -60. 2" 30 -60. 1 Y2° 20 -50 3/4' 10 max. 10 max. 10 max. 10 max. 10 max. In the second paragraph, "determine" is revised to read "determined ". 9- 03.21(1) General Requirements This sections content is deleted and replaced with: Hot Mix Asphalt, Concrete Rubble, Recycled Glass and Steel Furnace Slag may be used as, or blended uniformly with, naturally occurring materials for aggregates The final blended product and the recycled material component included in a blended product shall meet the specification requirements for the specified type of aggregate. The Contracting Agency may collect verification samples at any time. Blending of more than one type of recycled material into the naturally occurring materials requires approval of the Engineer prior to use. Recycled materials obtained from the Contracting Agency's roadways will not require toxicity testing or certification for toxicity characteristics. Recycled materials that are imported to the job site will require testing and certification for toxicity characteristics. The recycled material supplier shall keep all toxicity test results on file and provide copies to the Project Engineer upon request. The Contractor shall provide the following: Identification of the recycled materials proposed for use. Sampling documentation no older than 90 days from the date the recycled material is placed on the project. Documentation shall include a minimum of 5 samples tested for total lead content by EPA Method 6010. Total lead test results shall not exceed 250 ppm. For samples that exceed 100 ppm, that sample must then be prepared by EPA Method 1311, the Toxicity Characteristic Leaching Procedure (TCLP), where liquid extract is analyzed by EPA Method 6010B. The TCLP test must be below 5.0 ppm. Certification that the recycled materials are not Washington State Dangerous Wastes per the Dangerous Waste Regulations WAC 173 -303. Certification that the recycled materials are in conformance with the requirements of the Standard Specifications prior to delivery. The certification shall include the percent by weight of each recycled material. This section is supplemented with the following new sub - section: AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11/11 86 1 2 3 4 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 9- 03.21(1)E Table on Maximum Allowable Percent (by weight) of Recycled Material 9- 03.21(1)A Recycled Hot Mix Asphalt This section is revised to read: For recycled materials incorporating hot mix asphalt the product supplier shall certify that the blended material does not exceed the Maximum Allowable Percentage of hot mix asphalt shown in Table 9- 03.21(1)E. 9- 03.21(1)13 Recycled Portland Cement Concrete Rubble This section including title is revised to read: 9- 03.21(1)B Vacant 9- 03.21(1)C Recycled Glass Aggregates This section including title is revised to read: 9- 03.21(1)C Vacant 9- 03.21(1)D Recycled Steel Furnace Slag The last row of the table is revised to read: Bank Run Gravel for 9 -03.19 20 100 100 20 Trench Backfill The table is moved from this sub - section to the new sub - section 9- 03.21(1)E Table on Maximum Allowable Percent (by weight) of Recycled Material. 9- 04.AP9 SECTION 9 -04, JOINT AND CRACK SEALING MATERIALS August 2, 2010 9- 04.2(1) Hot Poured Joint Sealants This section is revised to read: Hot poured joint sealants shall meet the requirements of AASHTO M 324 Type IV except for the following: 1. The Cone Penetration at 25 °C shall be 130 maximum. 2. The extension for the bond, non immersed, shall be 100 %. 3. The hot poured joint sealant shall have a minimum Cleveland Open Cup Flash Point of 205 °C in accordance with AASHTO T 48 Hot poured joint sealants shall be sampled in accordance with ASTM D 5167 and tested in accordance with ASTM D 5329. 9 -04.11 Butyl Rubber This section including title is revised to read: AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11 /11 87 2 9 -04.11 Butyl Rubber and Nitrile Rubber 3 Butyl rubber shall conform to ASTM D 2000, M1 BA 610. If the Engineer determines 4 that the area will be exposed to petroleum products Nitrile rubber shall be utilized and 5 conform to ASTM D 2000, M 1 BG 610. 6 7 9- 05.AP9 8 SECTION 9 -05, DRAINAGE STRUCTURES, CULVERTS, AND CONDUITS 9 January 3, 2011 10 9- 05.2(8) Perforated Corrugated Polyethlene Underdraine Pipe (12 -inch 11 through 60 -inch) 12 This section including title is revised to read: 13 14 9- 05.2(8) Perforated Corrugated Polyethylene Underdrain Pipe, Couplings 15 and Fittings (12 -inch through 60 -inch) 16 Perforated corrugated polyethylene underdrain pipe, couplings and fittings, 12 -inch 17 through 60 -inch diameter maximum, shall meet the requirements of AASHTO M 294 18 Type CP or Type SP. Type CP shall be Type C pipe with Class 2 perforations and Type 19 SP shall be Type S pipe with either Class 1 or Class 2 perforations. Additionally, Class 20 2 perforations shall be uniformly spaced along the length and circumference of the pipe. 21 22 9- 05.12(2) Profile Wall PVC Culvert Pipe, Profile Wall PVC Storm Sewer Pipe, 23 and Profile Wall PVC Sanitary Sewer Pipe 24 In the fourth paragraph, the word "producer's" is revised to read "Manufacturer's ". 25 26 9 -05.13 Ductile Iron Sewer Pipe 27 The second and third paragraphs are revised to read: 28 29 Ductile iron pipe shall conform to ANSI A 21.51 or AWWA C151 and shall be cement 30 mortar lined and have a 1- mil seal coat per AWWA C104, or a Ceramic Filled Amine 31 cured Novalac Epoxy lining, as indicated on the Plans or in the Special Provisions. The 32 ductile iron pipe shall be Special Thickness Class 50, Minimum Pressure Class 350, or 33 the Class indicated on the Plans or in the Special Provisions. 34 35 Nonrestrained joints shall be either rubber gasket type, push on type, or mechanical 36 type meeting the requirements of AWWA C111. 37 38 9 -05.19 Corrugated Polyethylene Culvert Pipe 39 This sections title is revised to read: 40 41 9 -05.19 Corrugated Polyethylene Culvert Pipe, Couplings, and Fittings 42 43 The first paragraph is revised to read: 44 45 Corrugated polyethylene culvert pipe, couplings, and fittings, shall meet the 46 requirements of AASHTO M 294 Type S or D for pipe 12 -inch to 60 -inch diameter with 47 silt -tight joints. 48 49 9 -05.20 Corrugated Polyethylene Storm Sewer Pipe 50 This sections title is revised to read: AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11/11 88 2 9 -05.20 Corrugated Polyethylene Storm Sewer Pipe, Couplings, and 3 Fittings 4 5 In the first paragraph, the first sentence is revised to read: 6 7 Corrugated polyethylene storm sewer pipe, couplings, and fittings shall meet the 8 requirements of AASHTO M 294 Type S or D. 9 10 Section 9 -05 is supplemented with the following new sub - sections: 11 12 9 -05.21 Steel Rib Reinforced Polyethylene Culvert Pipe 13 Steel rib reinforced polyethylene culvert pipe shall meet the requirements of ASTM 14 F2562 Class 1 for steel reinforced thermoplastic ribbed pipe and fittings for pipe 24 -inch 15 to 60 -inch diameter with silt -tight joints. 16 17 Silt -tight joints for steel reinforced polyethylene culvert pipe shall be made with a 18 bell /bell or bell and spigot coupling and incorporate the use of a gasket conforming to 19 the requirements of ASTM F 477. All gaskets shall be installed on the pipe by the 20 manufacturer. 21 22 Qualification for each manufacturer of steel reinforced polyethylene culvert pipe requires 23 an approved joint system and a formal quality control plan for each plant proposed for 24 consideration. 25 26 A Manufacturer's Certificate of Compliance shall be required and shall accompany the 27 materials delivered to the project. The certificate shall clearly identify production lots for 28 all materials represented. The Contracting Agency may conduct verification tests of pipe 29 stiffness or other properties as it deems appropriate. 30 31 9 -05.22 Steel Rib Reinforced Polyethylene Storm Sewer Pipe 32 Steel rib reinforced polyethylene storm sewer pipe shall meet the requirements of ASTM 33 F2562 Class 1 for steel reinforced thermoplastic ribbed pipe and fittings. The maximum 34 diameter for steel reinforced polyethylene storm sewer pipe shall be the diameter for 35 which a manufacturer has submitted a qualified joint. Qualified manufacturers and 36 approved joints are listed in the Qualified Products Lists. Fittings shall be rotationally 37 molded, injection molded, or factory welded. 38 39 All joints for steel reinforced polyethylene storm sewer pipe shall be made with a bell 40 and spigot coupling and conform to ASTM D 3212 using elastomeric gaskets 41 conforming to ASTM F 477. All gaskets shall be installed on the pipe by the 42 manufacturer. 43 44 Qualification for each manufacturer of steel reinforced polyethylene storm sewer pipe 45 requires joint system conformance to ASTM D 3212 using elastomeric gaskets 46 conforming to ASTM F 477 and a formal quality control plan for each plant proposed for 47 consideration. 48 49 A Manufacturer's Certificate of Compliance shall be required and shall accompany the 50 materials delivered to the project. The certificate shall clearly identify production lots for 51 all materials represented. The Contracting Agency may conduct verification tests of pipe 52 stiffness or other properties as it deems appropriate. AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11 /11 89 2 9 -05.23 High Density Polyethylene (HDPE) Pipe 3 HDPE pipe shall be manufactured from resins meeting the requirements of ASTM 4 D3350 with a cell classification of 345464C and a Plastic Pipe Institute (PPI) 5 designation of PE 3408. 6 7 The pipes shall have a minimum standard dimension ratio (SDR) of 32.5. 8 9 HDPE pipe shall be joined into a continuous length by an approved joining method. 10 11 The joints shall not create an increase in the outside diameter of the pipe. The joints 12 shall be fused, snap together or threaded. The joints shall be water tight, rubber 13 gasketed if applicable, and pressure testable to the requirements of ASTM D 3212. 14 15 Joints to be welded by butt fusion, shall meet the requirements of ASTM F 2620 and the 16 manufacturer's recommendations. Fusion equipment used in the joining procedure 17 shall be capable of meeting all conditions recommended by the pipe manufacturer, 18 including but not limited to fusion temperature, alignment, and fusion pressure. All field 19 welds shall be made with fusion equipment equipped with a Data Logger. Temperature, 20 fusion pressure and a graphic representation of the fusion cycle shall be part of the 21 Quality Control records. Electro fusion may be used for field closures as necessary. 22 Joint strength shall be equal or greater than the tensile strength of the pipe. 23 24 Fittings shall be manufactured from the same resins and Cell Classification as the pipe 25 unless specified otherwise in the Plans or Specifications. Butt fusion fittings and 26 Flanged or Mechanical joint adapters shall have a manufacturing standard of ASTM 27 D3261. Electro fusion fittings shall have a manufacturing standard of ASTM F1055. 28 29 HDPE pipe to be used as liner pipe shall meet the requirements of AASHTO M 326 and 30 this specification. 31 32 The supplier shall furnish a Manufacturer's Certification of Compliance stating the 33 materials meet the requirements of ASTM D 3350 with the correct cell classification with 34 the physical properties listed above. The supplier shall certify the dimensions meet the 35 requirements of ASTM F 714 or as indicated in this Specification or the Plans. 36 37 At the time of manufacture, each lot of pipe, liner, and fittings shall be inspected for 38 defects and tested for Elevated Temperature Sustain Pressure in accordance with 39 ASTM F 714. The Contractor shall not install any pipe that is more than 2 years old 40 from the date of manufacture. 41 42 At the time of delivery, the pipe shall be homogeneous throughout, uniform in color, free 43 of cracks, holes, foreign materials, blisters, or deleterious faults. 44 45 Pipe shall be marked at 5 foot intervals or less with a coded number which identifies the 46 manufacturer, SDR, size, material, machine, and date on which the pipe was 47 manufactured. 48 49 9 -05.24 Polypropylene Culvert Pipe, Polypropylene Storm Sewer Pipe, 50 and Polypropylene Sanitary Sewer Pipe 51 Polypropylene Culvert Pipe, Polypropylene Storm Sewer Pipe and Polypropylene 52 Sanitary Sewer pipe shall conform to the following requirements: AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11/11 90 2 1. For pipe sizes up to 30 inches: ASTM F2736. 3 2. For pipe sizes from 30 to 60 inches: ASTM F2764. 4 3. Fittings shall be factory welded, injection molded or PVC. 5 6 All joints for corrugated polypropylene pipe shall be made with a bell /bell or bell and 7 spigot coupling and shall conform to ASTM D3212 using elastomeric gaskets 8 conforming to ASTM F477. All gaskets shall be factory installed on the pipe in 9 accordance with the producer's recommendations. 10 11 Qualification for each producer of corrugated polypropylene storm sewer pipe requires 12 joint system conformance to ASTM D3212 using elastomeric gaskets conforming to 13 ASTM F477 and a formal quality control plan for each plant proposed for consideration. 14 15 A Manufacturer's Certificate of Compliance shall be required and shall accompany the 16 materials delivered to the project. The certificate shall clearly identify production lots for 17 all materials represented. The Contracting Agency may conduct verification tests of 18 pipe stiffness or other properties deems appropriate. 19 20 9- 06.AP9 21 SECTION 9 -06, STRUCTURAL STEEL AND RELATED MATERIALS 22 April 4, 2011 23 9- 06.5(3) High Strength Bolts 24 The first paragraph is revised to read: 25 26 High- strength bolts for structural steel joints shall conform to either AASHTO M 164 27 Type 1 or 3 or AASHTO M 253 Type 1 or 3, as specified in the Plans or Special 28 Provisions. Tension control bolt assemblies, meeting all requirements of ASTM F 1852 29 may be substituted where AASHTO M 164 high strength bolts and associated hardware 30 are specified. 31 32 The second paragraph is revised to read: 33 34 When specified in the Plans or Special Provisions to be galvanized, tension control bolt 35 assemblies shall be galvanized after fabrication in accordance with ASTM B 695 Class 36 55 Type I. 37 38 The third paragraph is revised to read: 39 40 Bolts conforming to AASHTO M 253 shall not be galvanized. 41 42 The fourth paragraph is revised to read: 43 44 Bolts for unpainted and nongalvanized structures shall conform to either AASHTO M 45 164 Type 3, AASHTO M 253 Type 3, or ASTM F 1852 Type 3, as specified in the Plans 46 or Special Provisions. 47 48 The fifth paragraph is revised to read: 49 50 Nuts for high strength bolts shall meet the following requirements: 51 AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised• 7/11/11 91 2 3 4 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 AASHTO M 164 Bolts Type 1 (black) Type 3 (black weathering) Type 1 (hot -dip galvanized) AASHTO M 253 Bolts Type 1 (black) Type 3 (black weathering) AASHTO M 291 Grade C, C3, D, DH and DH3 AASHTO M 292 Grade 2H AASHTO M 291 Grade C3 and DH3 AASHTO M 291 Grade DH AASHTO M 292 Grade 2H AASHTO M 291 Grade DH, DH3 AASHTO M 292 Grade 2H AASHTO M 291 Grade DH3 The first sentence in the eighth paragraph is revised to read: Washers for AASHTO M 164 and AASHTO M 253 bolts shall meet the requirements of AASHTO M 293 and may be circular, beveled, or extra thick as required. The last sentence in the eleventh paragraph is revised to read: Approval from the Engineer to use lock -pin and collar fasteners shall be received by the Contractor prior to use. The number 2 foot note reference in the table is deleted. The last row of the table is revised to read: *Manufacturer's Certificate of Compliance — samples not required. 1 Nuts, washers, load indicator devices, and tension control bolt assemblies shall be sampled at the same frequency as the bolts. 9 -06.16 Roadside Sign Structures The first paragraph is revised to read: All bolts, nuts, washers, cap screws, and coupling bolts shall conform to AASHTO M 164 and Section 9- 06.5(3), except as noted otherwise. All connecting hardware shall be galvanized after fabrication in accordance with AASHTO M 232. The sixth paragraph is revised to read: The heavy- duty- anchor (lower sign post support) used for perforated square steel posts (ST -4) shall meet the requirements of ASTM A 500 Grade B and shall be hot - dipped galvanized. The following two new paragraphs are inserted after the sixth paragraph: The bolts for connecting square steel posts to the upper slip plate SB -1, SB -2, or SB -3 shall be either corner bolts and conform to ASTM F 568 Class 4.6, zinc coated, or shoulder flange bolts and conform to ASTM A 29, zinc coated, or commercial bolts stock and conform to ASTM A 307, zinc coated. AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11/11 92 1 2 The bolts connecting perforated square steel posts to the lower sign post support (ST -2 3 or ST-4) shall conform to ASTM A 307, Grade A and galvanized. The bolts connecting 4 the lower slip plate (SB -1, SB -2, or SB -3) to the heavy duty anchor (lower sign post 5 support ST -4) shall conform to ASTM A 307 and galvanized. The bolt stop for ST -2 and 6 ST -4 shall conform to ASTM A 307, Grade A and galvanized. 7 8 9- 07.AP9 9 SECTION 9 -07, REINFORCING STEEL 10 April 4, 2011 11 9- 07.1(1)A Acceptance of Materials 12 The following new paragraph is inserted before the first paragraph: 13 14 Reinforcing steel rebar manufacturers shall comply with the requirements of AASHTO R 15 53, "Qualification of Deformed and Plain Reinforcing Steel Bar, Welded Wire, and Wire 16 Producing Mills" and the National Transportation Product Evaluation Program ( NTPEP) 17 Work Plan for Reinforcing Steel (rebar) Manufacturers. Reinforcing steel rebar 18 manufacturers shall participate in the NTPEP Audit Program for Reinforcing Steel 19 (rebar) Manufacturers and be listed on the NTPEP audit program website displaying 20 that they are NTPEP compliant. 21 22 9- 07.5(1) Epoxy Coated Dowel Bars (For Cement Concrete Pavement) 23 This section's title is revised to read: 24 25 9- 07.5(1) Epoxy Coated Dowel Bars (For Cement Concrete Pavement 26 Rehabilitation) 27 28 The following is inserted after the third sentence of the first paragraph: 29 30 The Contractor shall furnish a written certification that properly identifies the material, 31 the number of each batch of coating material used, quantity represented, date of 32 manufacture, name and address of manufacturer, and a statement that the supplied 33 coating material meets the requirements of ASTM A 934. 34 35 9- 08.AP9 36 SECTION 9 -08, PAINTS AND RELATED MATERIALS 37 January 4, 2010 38 9- 08.1(2)C Inorganic Zinc Rich Primer 39 In the first paragraph, the reference to "Type II" is revised to read "Type I ". 40 41 9- 08.1(2)D Organic Zinc Rich Primer 42 This section is revised to read: 43 44 Organic zinc rich primer shall be a high performance two- component epoxy conforming 45 to SSPC Paint 20 Type ll. 46 AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11/11 93 1 9- 13.AP9 2 SECTION 9 -13, 3 WALLS 4 April 4, 2011 RIPRAP, QUARRY SPALLS, SLOPE PROTECTION, AND ROCK I 5 In all tables of this section, "Specific Gravity" is revised to read "Specific Gravity SSD ". 6 7 This sections title is revised to read: 8 9 RIPRAP, QUARRY SPALLS, SLOPE PROTECTION, ROCK FOR EROSION 10 AND SCOUR PROTECTION AND ROCK WALLS 11 12 The first sentence in the first paragraph is revised to read: 13 14 Riprap shall consist of broken stone, or broken concrete rubble. 15 16 9 -13.3 Sack Riprap 17 This section including title is revised to read: 18 19 9 -13.3 Vacant 20 21 9 -13.4 Vacant 22 This section including title is revised to read: 23 24 9 -13.4 Rock for Erosion and Scour Protection 25 Rock for Erosion and Scour Protection shall be hard, sound, and durable material, free 26 from seams, cracks, and other defects tending to destroy its resistance to weather and 27 consist of broken and /or process rock. Rock for Erosion and Scour Protection shall 28 meet quality requirements in Section 9 -13 and the grading requirements in Section 9- 29 13.4(2). The use of recycled materials and concrete rubble is not permitted for this 30 application as per Section 9- 03.21. 31 32 This section is supplemented with the following new sub - sections: 33 34 9- 13.4(1) Suitable Shape of Rock for Erosion and Scour Protection 35 The Suitable Shape of these rocks shall be "Angular" (having sharply defined edges) to 36 "Subangular" (having a shape in between Rounded and Angular) for a higher degree of 37 interlocking to provide stability to the protected area. The use of round, thin, flat, or long 38 and needle like shapes are not allowed. Suitable Shape can be determined by the ratio 39 of the Length/Thickness. Where the Length is the longest axis, Width is the second 40 longest axis, and Thickness is the shortest. The Suitable Shape shall be the maximum 41 of 3.0 using the following calculation: 42 Len h < 3.0 Suitable Shape Thickness — 43 44 9- 13.4(2) Grading Requirements of Rock for Erosion and Scour Protection 45 Rock for Erosion and Scour Protection will be classified as Class A, Class B, and Class 46 C, and shall have a "Well- Graded" structure that meets the requirements for Suitable AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11/11 94 1 2 3 4 5 6 7 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 Shape and conforms to one or more of the following gradings as shown in the Plans. Class A Approximate Size (in.) Note 1 Percent Passing Smaller 18" 100 16" 80-95 12" 50-80 8" 15-50 4" 15 max. Class B Approximate Size (in.) Note 1 Percent Passing Smaller 30" 100 28" 80-95 22" 50-80 16" 15-50 10" 15 max. Class C Approximate Size (in.) Note 1 Percent Passing Smaller 42" 100 36" 80-95 28" 50-80 22" 15-50 14" 15 max. Note 1 Approximate Size can be determined by taking the average dimension of the three axes of the rock; Length, Width, and Thickness by use of the following calculation: Length +Width+ Thickness = Approximate Size 3 Rock for Erosion and Scour Protection shall be visually accepted by the Project Engineer. The Project Engineer shall determine the Suitable Shape, Approximate Size and Grading of the load before it is placed. If so ordered by the Project Engineer, the loads shall be dumped on a flat surface for sorting and measuring the individual rocks contained in the load. 9- 14.AP9 SECTION 9 -14, EROSION CONTROL AND ROADSIDE PLANTING April 4, 2011 Section 9 -14 is deleted in its entirety and replaced with the following: AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11 /11 95 1 9 -14.1 Soil 2 3 9- 14.1(1) Topsoil Type A 4 Topsoil Type A shall be as specified in the Special Provisions 5 6 9- 14.1(2) Topsoil Type B 7 Topsoil Type B shall be native topsoil taken from within the project limits either from the 8 area where roadway excavation is to be performed or from strippings from borrow, pit, 9 or quarry sites, or from other designated sources. The general limits of the material to 10 be utilized for topsoil will be indicated in the Plans or in the Special Provisions. The 11 Engineer will make the final determination of the areas where the most suitable material 12 exists within these general limits. The Contractor shall reserve this material for the 13 specified use. Material for Topsoil Type B shall not be taken from a depth greater than 1 14 foot from the existing ground unless otherwise designated by the Engineer. 15 16 In the production of Topsoil Type B, all vegetative matter less than 4 feet in height, shall 17 become a part of the topsoil. Prior to topsoil removal, the Contractor shall reduce the 18 native vegetation to a height not exceeding 1 foot. Noxious weeds, as designated by 19 authorized State and County officials, shall not be incorporated in the topsoil, and shall 20 be removed and disposed of as designated elsewhere or as approved by the Engineer. 21 22 9- 14.1(3) Topsoil Type C 23 Topsoil Type C shall be native topsoil meeting the requirements of Topsoil Type B but 24 obtained from a source provided by the Contractor outside of the Contracting Agency 25 owned right of way. 26 27 9 -14.2 Seed 28 Grasses, legumes, or cover crop seed of the type specified shall conform to the 29 standards for "Certified" grade seed or better as outlined by the State of Washington 30 Department of Agriculture "Rules for Seed Certification," latest edition. Seed shall be 31 furnished in standard containers on which shall be shown the following information: 32 33 1. Common and botanical names of seed 34 2. Lot number 35 3. Net weight 36 4 Pure live seed 37 38 All seed vendors must have a business license issued by the Washington State 39 Department of Licensing with a "seed dealer" endorsement. Upon request, the 40 Contractor shall furnish the Engineer with copies of the applicable licenses and 41 endorsements. 42 43 Upon request, the Contractor shall furnish to the Engineer duplicate copies of a 44 statement signed by the vendor certifying that each lot of seed has been tested by a 45 recognized seed testing laboratory within six months before the date of delivery on the 46 project. Seed which has become wet, moldy, or otherwise damaged in transit or storage 47 will not be accepted. 48 49 9 -14.3 Fertilizer 50 Fertilizer shall be a standard commercial grade of organic or inorganic fertilizer of the 51 kind and quality specified. It may be separate or in a mixture containing the percentage 52 of total nitrogen, available phosphoric acid, water - soluble potash, or sulfur in the AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised• 7/11/11 96 1 amounts specified. All fertilizers shall be furnished in standard unopened containers 2 with weight, name of plant nutrients, and manufacturer's guaranteed statement of 3 analysis clearly marked, all in accordance with State and Federal laws. 4 5 Fertilizer shall be supplied in one of the following forms: 6 7 1 A dry free - flowing granular fertilizer, suitable for application by agricultural 8 fertilizer spreader. 9 10 2 A soluble form that will permit complete suspension of insoluble particles in 11 water, suitable for application by power sprayer. 12 13 3 A homogeneous pellet, suitable for application through a ferti -blast gun. 14 15 4 A tablet or other form of controlled release with a minimum of a six month 16 release period. 17 18 5 A liquid suitable for application by a power sprayer or hydroseeder. 19 20 9 -14.4 Mulch and Amendments 21 All amendments shall be delivered to the site in the original, unopened containers 22 bearing the manufacturer's guaranteed chemical analysis and name. In lieu of 23 containers, amendments may be furnished in bulk. A manufacturer's certificate of 24 compliance shall accompany each delivery. Compost and other organic amendments 25 shall be accompanied with all applicable health certificates and permits. 26 27 9- 14.4(1) Straw 28 Straw shall be in an air dried condition free of noxious weeds, seeds, and other 29 materials detrimental to plant life. Hay is not acceptable. 30 31 All straw material shall be Certified Weed Free Straw using North American Weed 32 Management Association (NAWMA) standards or the Washington Wilderness Hay and 33 Mulch (WWHAM) program run by the Washington State Noxious Weed Control Board. 34 Information can be found at http: / /www.nwcb .wa.gov /http: / /www.nwcb.wa.gov/ 35 36 In lieu of Certified Weed Free Straw, the Contractor shall provide documentation that 37 the material is steam or heat treated to kill seeds, or shall provide U.S., Washington, or 38 other State's Department of Agriculture laboratory test reports, dated within 90 days 39 prior to the date of application, showing there are no viable seeds in the straw. 40 41 Straw mulch shall be suitable for spreading with mulch blower equipment. 42 43 9- 14.4(2) Hydraulically Applied Erosion Control Products (HECPs) 44 All HECPs shall be biodegradable and in a dry condition free of noxious weeds, seeds, 45 chemical printing ink, germination inhibitors, herbicide residue, chlorine bleach, rock, 46 metal, plastic, and other materials detrimental to plant life. Up to 5 percent by weight 47 may be photodegradable material. 48 49 The HECP shall be suitable for spreading with a hydroseeder. 50 AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11/11 97 1 All HECPs shall be furnished remixed b the manufacturer with Type A or Type B , P Y YP YP 2 Tackifier as specified in 9- 14.4(7). Under no circumstances will field mixing of additives , 3 or components be acceptable. 4 5 The Contractor shall provide test results, dated within three years prior to the date of 6 application, from an independent, accredited laboratory, as approved by the Engineer, 7 showing the product meets the following requirements: 8 Properties Test Method Re uirements Acute Toxity EPA- 821 -R -02 -012 Four replicates are required with No Methods for Measuring statistically significant reduction in Acute Toxicity of survival in 100% leachate for a Effluents. Test leachate Daphnid at 48 hours and from recommended Oncorhynchus mykiss (rainbow trout) application rate receiving at 96 hours 2 inches of rainfall per hour using static test for No- Observed - Adverse- Effect- Concentration NOEC Solvents EPA 8260B Benzene - < 0.03 mg /kg Methylene chloride - 0.02 mg /kg Naphthalene - < 5 mg /kg Tetrachloroethylene - < 0.05 mg /kg Toluene - < 7 mg /kg Trichloroethylene - < 0.03 mg /kg X lenes - < 9 mg/kg Heavy Metals EPA 6020A Total Metals Antimony - < 4 mg /kg Arsenic - < 6 mg /kg Barium - < 80 mg /kg Boron - < 100 mg /kg Cadmium - < 2 mg /kg Chromium - < 2 mg /kg Copper - < 5 mg /kg Lead - < 5 mg /kg Mercury - < 2 mg /kg Nickel - < 2 mg /kg Selenium - < 10 mg /kg Strontium - < 30 mg /kg Zinc - < 5 mg/kg Water ASTM D 7367 900 percent minimum Holding Capacity Organic ASTM D 586 90 percent minimum Matter Content Moisture ASTM D 644 15 percent maximum Content Seed ASTM D 7322 Long Term Moderate Short Germination Term Term Enhancement 420 400 percent 200 percent minimum percent AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11 /11 98 1 2 3 4 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 minimum I I minimum If the HECP contains cotton or straw, the Contractor shall provide documentation that the material has been steam or heat treated to kill seeds, or shall provide U.S., Washington, or other State's Department of Agriculture laboratory test reports, dated within 90 days prior to the date of application, showing there are no viable seeds in the mulch. The HECP shall be manufactured in such a manner that when agitated in slurry tanks with water, the fibers will become uniformly suspended, without clumping, to form a homogeneous slurry. When hydraulically applied, the material shall form a strong moisture - holding mat that allows the continuous absorption and infiltration of water. The HECP shall contain a dye to facilitate placement and inspection of the material. Dye shall be non -toxic to plants, animals, and aquatic life and shall not stain concrete or painted surfaces. The HECP shall be furnished with a Material Safety Data Sheet (MSDS) that demonstrates that the product is not harmful to plants, animals, and aquatic life. 9- 14.4(2)A Long Term Mulch Long Term Mulch shall demonstrate the ability to adhere to the soil and create a blanket -like mass within two hours of application and shall bond with the soil surface to create a continuous, porous, absorbent, and flexible erosion resistant blanket that allows for seed germination and plant growth and conforms to the requirements in Table 1 Long Term Mulch Test Requirements. The Contractor shall provide test results documenting the mulch meets the requirements in Table 1 Long Term Mulch Test Requirements. Prior to January 1, 2012, the Contractor shall supply independent ASTM D 6459 test results from one of the following testing facilities: National Transportation Product Evaluation Program (NTPEP) Utah State University's Utah Water Research Laboratory Texas Transportation Institute San Diego State University's Soil Erosion Research Laboratory TRI Environmental, Inc Effective January 1, 2012, the Contractor shall supply independent test results from the National Transportation Product Evaluation Program (NTPEP). Table 1 Long Term Mulch Test Requirements Properties Test Method Requirements Performance in ASTM D 6459 - Test in one C Factor = 0.01 maximum using Protecting soil type. Soil tested shall be Revised Universal Soil Loss Slopes from sandy loam as defined by the Equation (RUSLE) Rainfall- NRCS Soil Texture Triangle Induced Erosion AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11/11 99 1 2 3 4 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 9- 14.4(2)B Moderate Term Mulch Within 48 hours of application, the Moderate Term Mulch shall bond with the soil surface to create a continuous, absorbent, flexible erosion resistant blanket that allows for seed germination and plant growth and conform to the requirements in Table 2 Moderate Term Mulch Test Requirements. The Contractor shall provide test results documenting the mulch meets the requirements in Table 2 Moderate Term Mulch Test Requirements. Prior to January 1, 2012, the Contractor shall supply independent ASTM D 6459 test results from one of the following testing facilities: National Transportation Product Evaluation Program (NTPEP) Utah State University's Utah Water Research Laboratory Texas Transportation Institute San Diego State University's Soil Erosion Research Laboratory TRI Environmental, Inc Effective January 1, 2012, the Contractor shall supply independent test results from the National Transportation Product Evaluation Program (NTPEP). Table 2 Moderate Term Mulch Test Requirements Properties Test Method Requirements Performance in ASTM D 6459 - Test in one C Factor = 0.05 maximum using Protecting soil type. Soil tested shall be Revised Universal Soil Loss Slopes from sandy loam as defined by the Equation (RUSLE) Rainfall- NRCS Soil Texture Triangle Induced Erosion 9- 14.4(2)C Short Term Mulch The Contractor shall provide test results documenting the mulch meets the requirements in Table 3 Short Term Mulch Test Requirements. Prior to January 1, 2012, the Contractor shall supply independent ASTM D 6459 test results from one of the following testing facilities: National Transportation Product Evaluation Program (NTPEP) Utah State University's Utah Water Research Laboratory Texas Transportation Institute San Diego State University's Soil Erosion Research Laboratory TRI Environmental, Inc Effective January 1, 2012, the Contractor shall supply independent test results from the National Transportation Product Evaluation Program (NTPEP). Table 3 Short Term Mulch Test Requirements Properties Test Method Requirements Performance in ASTM D 6459 - Test in one C Factor = 0.15 maximum using Protecting Slopes soil type. Soil tested shall be Revised Universal Soil Loss from Rainfall- sandy loam as defined by the Equation (RUSLE) Induced Erosion National Resources AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11/11 100 2 3 4 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 Conservation Service (NRCS) Soil Texture Triangle 9- 14.4(3) Bark or Wood Chips Bark or wood chip mulch shall be derived from Douglas fir, pine, or hemlock species. It shall not contain resin, tannin, or other compounds in quantities that would be detrimental to plant life. Sawdust shall not be used as mulch. Bark or wood chips, when tested, shall be according to WSDOT Test Method T 123 prior to placement and shall meet the following loose volume gradation: Sieve Size Percent Passing Minimum Maximum 2" 95 100 No. 4 0 30 9- 14.4(4) Wood Strand Mulch Wood strand mulch shall be a blend of angular, loose, long, thin wood pieces that are frayed, with a high length -to -width ratio and shall be derived from native conifer or deciduous trees. A minimum of 95 percent of the wood strand shall have lengths between 2 and 10 inches. At least 50 percent of the length of each strand shall have a width and thickness between 1/16 and 1/2 inch. No single strand shall have a width or thickness greater than'/ inch. The mulch shall not contain salt, preservatives, glue, resin, tannin, or other compounds in quantities that would be detrimental to plant life. Sawdust or wood chips or shavings will not be acceptable. Products shall be tested according to WSDOT Test Method 125 prior to acceptance. 9- 14.4(5) Lime Agriculture lime shall be of standard manufacture, flour grade or in pelletized form, meeting the requirements of ASTM C 602. 9- 14.4(6) Gypsum Gypsum shall consist of Calcium Sulfate (CaSO42H2O) in a pelletized or granular form. 100 percent shall pass through a No. 8 sieve. 9- 14.4(7) Tackifier Tackifiers are used as a tie -down for soil, compost, seed, and /or mulch. Tackifier shall contain no growth or germination inhibiting materials, and shall not reduce infiltration rates. Tackifier shall hydrate in water and readily blend with other slurry materials and conform to the requirements in Table 4 Tackifier Test Requirements. The Contractor shall provide test results documenting the tackifier meets the requirements in Table 4 Tackifier Test Requirements. Table 4 Tackifier Test Requirements Properties Test Method Requirements Heavy Metals Solvents See Table in Section 9- 14.4(2). Test at manufacturer's See Table in Section 9- 14.4(2) AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11/11 101 2 3 4 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 Acute Toxicity recommended application rate Minimum Viscosity ASTM D 2364. Testing shall be 4000 CPS minimum performed by an accredited, 95 100 inde endent laboratory 90 9- 14.4(7)A Organic Tackifier Organic tackifier shall be derived from natural plant sources and shall have an MSDS that demonstrates to the satisfaction of the Engineer that the product is not harmful to plants, animals, and aquatic life. 9- 14.4(7)6 Synthetic Tackifier Synthetic tackifier shall have an MSDS that demonstrates to the satisfaction of the Engineer that the product is not harmful to plants, animals, and aquatic life. 9- 14.4(8) Compost Compost products shall be the result of the biological degradation and transformation of organic materials under controlled conditions designed to promote aerobic decomposition. Compost shall be stable with regard to oxygen consumption and carbon dioxide generation. Compost shall be mature with regard to its suitability for serving as a soil amendment or an erosion control BMP as defined below. The compost shall have a moisture content that has no visible free water or dust produced when handling the material. Compost production and quality shall comply with Chapter 173 -350 WAC. Compost products shall meet the following physical criteria: Compost material shall be tested in accordance with U.S. Composting Council Testing Methods for the Examination of Compost and Composting (TMECC) 02.02- 6, "Sample Sieving for Aggregate Size Classification ". Fine compost shall meet the following gradation: Sieve Size Percent Passing Minimum Maximum 2" 100 1" 95 100 5/8" 90 100 1/4" 75 100 Maximum particle length of 6 inches. Medium compost shall meet the following gradation: Sieve Size Percent Passing Minimum Maximum 2" 100 1 " 95 100 5/8" 90 100 1/4" 70 85 Maximum particle length of 6 inches. AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11/11 102 1 2 3 4 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 Medium compost shall have a carbon to nitrogen ratio (C:N) between 18:1 and 30:1. The carbon to nitrogen ratio shall be calculated using the dry weight of "Organic Carbon" using TMECC 04.01A divided by the dry weight of "Total N" using TMECC 04.02D. Coarse compost shall meet the following gradation: Sieve Size Percent Passing Minimum Maximum 3$' 100 1" 90 100 3/4" 70 100 1/4" 40 60 Maximum particle length of 6 inches. Coarse Compost shall have a Carbon to Nitrogen ratio (C:N) between 25:1 and 35:1. The Carbon to Nitrogen ratio shall be calculated using the dry weight of "Organic Carbon" using TMECC 04.01A divided by the dry weight of "Total N" using TMECC 04.02D. 2. The pH shall be between 6.0 and 8.5 when tested in accordance with U.S. Composting Council TMECC 04.11 -A, 1:5 Slurry pH ". 3. Manufactured inert material (plastic, concrete, ceramics, metal, etc.) shall be less than 1.0 percent by weight as determined by U.S. Composting Council TMECC 03.08 -A "Classification of Inerts by Sieve Size ". 4. Minimum organic matter shall be 40 percent by dry weight basis as determined by U.S. Composting Council TMECC 05.07A "Loss -On- Ignition Organic Matter Method (LOI) ". 5. Soluble salt contents shall be less than 4.0 mmhos /cm when tested in accordance with U.S. Composting Council TMECC 04.10 "Electrical Conductivity ". 6. Maturity shall be greater than 80 percent in accordance with U.S. Composting Council TMECC 05.05 -A, "Germination and Root Elongation ". 7. Stability shall be 7 mg CO2 —C /g OM /day or below in accordance with U.S. Composting Council TMECC 05.08 -B "Carbon Dioxide Evolution Rate ". 8. The compost product shall originate from recycled plant waste as defined in WAC 173 -350 as "Type 1 Feedstocks ", "Type 2 Feedstocks," and /or "Type 3 Feedstocks ". The Contractor shall provide a list of feedstock sources by percentage in the final compost product. 9. The Engineer may evaluate compost for maturity using U.S. Composting Council TMECC 05.08 -E "Solvita® Maturity Index ". Fine compost shall score a number 6 or above on the Solvita® Compost Maturity Test. Medium and Coarse compost shall score a 5 or above on the Solvita® Compost Maturity Test. 9- 14.4(8)A Compost Submittal Requirements The Contractor shall submit the following information to the Engineer for approval: AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11111 103 1 2 3 4 5 6 8 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 The Qualified Products List printed page or a Request for Approval of Material(DOT Form 350 -071 EF). 2. A copy of the Solid Waste Handling Permit issued to the manufacturer by the Jurisdictional Health Department in accordance with WAC 173 -350 (Minimum Functional Standards for Solid Waste Handling). 3. The Contractor shall verify in writing, and provide lab analyses, that the material complies with the processes, testing, and standards specified in WAC 173 -350 and these Specifications. An independent Seal of Testing Assurance (STA) Program certified laboratory shall perform the analysis. 4. A copy of the manufacturer's Seal of Testing Assurance (STA) certification as issued by the U.S. Composting Council. 9- 14.4(8)B Compost Acceptance Fourteen days prior to application, the Contractor shall submit a sample of the compost approved for use, and a STA test report dated within 90 calendar days of the application, and the list of feed stocks by volume for each compost type to the Engineer for review. The Contractor shall use only compost that has been tested within 90 calendar days of application and meets the requirements in Section 9- 14.4(8). Compost not conforming to the above requirements or taken from a source other than those tested and accepted shall not be used. 9- 14.4(9) Vacant 9- 14.4(10) Vacant 9 -14.5 Erosion Control Devices 9- 14.5(1) Polyacrylamide (PAM) PAM is used as a tie -down for soil, compost, or seed, and is also used as a flocculent. Polyacrylamide (PAM) products shall meet ANSI /NSF Standard 60 for drinking water treatment with an AMD content not to exceed 0.05 percent. PAM shall be anionic, linear, and not cross - linked. The minimum average molecular weight shall be greater than 5 mg /mole and minimum 30 percent charge density. The product shall contain at least 80 percent active ingredients and have a moisture content not exceeding 10 percent by weight. PAM shall be delivered in a dry granular or powder form. 9- 14.5(2) Erosion Control Blanket Temporary erosion control blanket shall be made of natural plant fibers. The Contractor shall supply independent test results from the National Transportation Product Evaluation Program (NTPEP) meeting the requirements in the following table: Properties ASTM Test Method Requirements Protecting Slopes D 6459 - Test in one soil Maximum C factor of from Rainfall- type. Soil tested shall be 0.15 using Revised Induced Erosion sandy loam as defined Universal Soil Loss by the NRCS Soil Equation RUSLE AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11/11 104 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 Netting, if present, shall be biodegradable with a life span not to exceed two years. Permanent erosion control blanket/turf reinforcement mats shall meet the following requirements: Properties Texture Triangle Requirements Dry Weight per Unit D 6475 0.36 lb/sq. yd. Area minimum Performance in D 6460 Test in one soil 1.0 lb/sq. ft. Protecting Earthen type. Soil tested shall be minimum Channels from loam as defined by the Maximum C factor of 0.15 Stormwater- NRCS Soil Texture using Revised Universal Induced Erosion Triangle Soil Loss Equation Seed Germination D 7322 200 percent Enhancement loam as defined by the minimum Netting, if present, shall be biodegradable with a life span not to exceed two years. Permanent erosion control blanket/turf reinforcement mats shall meet the following requirements: Properties ASTM Test Method Requirements UV Stability D 4355 Minimum 80 percent strength retained after 500 hours in a xenon arc device Protecting Slopes D 6459 with 0.12 inch Maximum C factor of 0.15 from Rainfall- average raindrop size.* using Revised Universal Induced Erosion Test in one soil type. Soil Loss Equation Soil tested shall be (RUSLE) loam as defined by the NRCS Soil Texture Triangle ** Dry Weight per D 6566 0.50 lb/sq. yd. minimum Unit Area Performance in D 6460 Test in one soil 2.0 lb/sq. ft. minimum Protecting type. Soil tested shall Earthen Channels be loam as defined by from Stormwater- the NRCS Soil Texture Induced Erosion Trian le ** Seed D 7322 200 percent minimum Germination Enhancement 9- 14.5(2)A Erosion Control Blanket Approval The Contractor shall select erosion control blanket products that bear the Quality and Data Oversight and Review (QDOR) seal from the Erosion Control and Technology Council (ECTC). All materials selected shall be currently listed on the QDOR products list available at www.ectc.org /qdor 9- 14.5(3) Clear Plastic Covering Clear plastic covering shall meet the requirements of ASTM D 4397 for polyethylene sheeting having a minimum thickness of 6 mils. AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11 /11 105 1 9- 14.5(4) Geotextile- Encased Check Dam 2 The geotextile- encased check dam shall be a urethane foam core encased in geotextile 3 material The minimum length of the unit shall be 7 feet. 4 5 The foam core shall be a minimum of 8 inches in height, and have a minimum base 6 width of 16 inches. The geotextile material shall overhang the foam by at least 6 inches 7 at each end, and shall have apron type flaps that extend a minimum of 24 inches on 8 each side of the check dam. The geotextile material shall meet the requirements in 9 Section 9 -33. 10 11 9- 14.5(5) Wattles 12 Wattles shall consist of cylinders of biodegradable plant material such as weed -free 13 straw, coir, compost, wood chips, excelsior, or wood fiber or shavings encased within 14 biodegradable netting. Wattles shall be a minimum of 5 inches in diameter. Netting 15 material shall be clean, evenly woven, and free of encrusted concrete or other 16 contaminating materials such as preservatives. Netting material shall be free from cuts, 17 tears, or weak places and shall have a minimum lifespan of 6 months and a maximum 18 lifespan of not more than 24 months. 19 20 Compost filler shall be coarse compost and shall meet the material requirements as 21 specified in Section 9- 14.4(8). If wood chips are used they shall meet the material 22 requirements as specified in Section 9- 14.4(3). If wood shavings are used, 80 percent 23 of the fibers shall have a minimum length of 6 inches between 0.030 and 0.50 inches 24 wide, and between 0.017 and 0.13 inches thick. 25 26 Wood stakes for wattles shall be made from untreated Douglas fir, hemlock, or pine 27 species. Wood stakes shall be 2 inch by 2 inch nominal dimension and 36 inches in 28 length. 29 30 9- 14.5(6) Compost Socks 31 Compost socks shall consist of extra heavy weight biodegradable fabric, with a 32 minimum strand thickness of 5 mils. The fabric shall be filled with Coarse Compost. 33 Compost socks shall be at least 8 inches in diameter. The fabric shall be clean, evenly 34 woven, and free of encrusted concrete or other contaminating materials and shall be 35 free from cuts, tears, broken or missing yarns, and be free of thin, open, or weak areas 36 and shall be free of any type of preservative. Netting material shall have a minimum 37 lifespan of 6 months and a maximum lifespan of not more than 24 months. 38 39 Coarse compost filler shall meet the material requirements as specified in Section 9- 40 14.4(8). 41 42 Wood stakes for compost socks shall be made from untreated Douglas fir, hemlock, or 43 pine species. Wood stakes shall be 2 inch by 2 inch nominal dimension and 36 inches 44 in length, 45 46 9- 14.5(7) Coir Log 47 Coir logs shall be made of 100 percent durable coconut (coir) fiber uniformly compacted 48 within woven netting made of bristle coir twine with minimum strength of 80 Ibs tensile 49 strength. The netting shall have nominal 2 inch by 2 inch openings. Log segments shall 50 have a maximum length of 20 feet, with a minimum diameter as shown in the Plans. 51 Logs shall have a minimum density of 7 Ibs /cf. 52 AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11111 106 1 Stakes shall be untreated Douglas fir, hemlock, or pine species. Wood stakes shall 2 have a notch to secure the rope ties. Rope ties shall be of 1/4 inch diameter 3 commercially available hemp rope. 4 5 9- 14.5(8) High Visibility Fencing 6 High visibility fence shall be UV stabilized, orange, high- density polyethylene or 7 polypropylene mesh, and shall be at least 4 -feet in height. 8 9 Support posts shall be wood or steel in accordance with Standard Plan 1- 10.10 -00. The 10 posts shall have sufficient strength and durability to support the fence through the life of 11 the project. 12 13 9 -14.6 Plant Materials 14 15 9- 14.6(1) Description 16 Bareroot plants are grown in the ground and harvested without soil or growing medium 17 around their roots. 18 19 Container plants are grown in pots or flats that prevent root growth beyond the sides 20 and bottom of the container. 21 22 Balled and burlapped plants are grown in the ground and harvested with soil around a 23 core of undisturbed roots. This rootball is wrapped in burlap and tied or placed in a wire 24 basket or other supportive structure. 25 26 Cuttings are live plant material without a previously developed root system. Source 27 plants for cuttings shall be dormant when cuttings are taken and all cuts shall be made 28 with a sharp instrument. Cuttings may be collected. If cuttings are collected, the 29 requirement to be nursery grown or held in nursery conditions does not apply. Written 30 permission shall be obtained from property owners and provided to the Engineer before 31 cuttings are collected. The Contractor shall collect cuttings in accordance with 32 applicable sensitive area ordinances. Cuttings shall meet the following requirements: 33 34 A. Live branch cuttings shall have flexible top growth with terminal buds and may 35 have side branches. The rooting end shall be cut at an approximate 45 degree 36 angle. 37 38 B. Live stake cuttings shall have a straight top cut immediately above a bud. The 39 lower, rooting end shall be cut at an approximate 45 degree angle. Live stakes 40 are cut from one to two year old wood. Live stake cuttings shall be cut and 41 installed with the bark intact with no branches or stems attached, and be Y2 to 42 1% inch in diameter. 43 44 C. Live pole cuttings shall have a minimum 2 inch diameter and no more than 45 three branches which shall be pruned back to the first bud from the main stem. 46 47 Rhizomes shall be a prostrate or subterranean stem, usually rooting at the nodes and 48 becoming erect at the apex. Rhizomes shall have a minimum of two growth points. 49 Tubers shall be a thickened and short subterranean branch having numerous buds or 50 eyes. 51 AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11/11 107 1 9- 14.6(2) Quality 2 At the time of delivery all plant material furnished shall meet the grades established by 3 the latest edition of the American Standard for Nursery Stock, (ASNS) ANSI Z60 1 and 4 shall conform to the size and acceptable conditions as listed in the Contract, and shall 5 be free of all foreign plant material. 6 7 All plant material shall comply with State and Federal laws with respect to inspection for 8 plant diseases and insect infestation. 9 10 All plant material shall be purchased from a nursery licensed to sell plants in 11 Washington State. 12 13 Live woody or herbaceous plant material, except cuttings, rhizomes, and tubers, shall 14 be vigorous, well formed, with well developed fibrous root systems, free from dead 15 branches, and from damage caused by an absence or an excess of heat or moisture, 16 insects, disease, mechanical or other causes detrimental to good plant development. 17 Evergreen plants shall be well foliated and of good color. Deciduous trees that have 18 solitary leaders shall have only the lateral branches thinned by pruning. All conifer trees 19 shall have only one leader (growing apex) and one terminal bud, and shall not be 20 sheared or shaped. Trees having a damaged or missing leader, multiple leaders, or Y- 21 crotches shall be rejected. 22 23 Root balls of plant materials shall be solidly held together by a fibrous root system and 24 shall be composed only of the soil in which the plant has been actually growing. Balled 25 and burlapped rootballs shall be securely wrapped with jute burlap or other packing 26 material not injurious to the plant life. Root balls shall be free of weed or foreign plant 27 growth. 28 29 Plant materials shall be nursery grown stock. Plant material, with the exception of 30 cuttings, gathered from native stands shall be held under nursery conditions for a 31 minimum of one full growing season, shall be free of all foreign plant material, and meet 32 all of the requirements of these Specifications, the Plans, and the Special Provisions. 33 34 Container grown plants shall be plants transplanted into a container and grown in that 35 container sufficiently long for new fibrous roots to have developed so that the root mass 36 will retain its shape and hold together when removed from the container, without having 37 roots that circle the pot. Plant material which is root bound, as determined by the 38 Engineer, shall be rejected. Container plants shall be free of weed or foreign plant 39 growth. 40 41 Container sizes for plant material of a larger grade than provided for in the container 42 grown Specifications of the ASNS shall be determined by the volume of the root ball 43 specified in the ASNS for the same size plant material. 44 45 All bare root plant materials shall have a heavy fibrous root system and be dormant at 46 the time of planting. 47 48 Average height to spread proportions and branching shall be in accordance with the 49 applicable sections, illustrations, and accompanying notes of the ASNS. 50 51 Plants specified or identified as "Street Tree Grade" shall be trees with straight trunks, 52 full and symmetrical branching, central leader, and be developed, grown, and AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11/11 108 1 propagated with a full branching crown. A "Street Tree Grade" designation requires the 2 highest grade of nursery shade or ornamental tree production which shall be supplied. 3 4 Street trees with improperly pruned, broken, or damaged branches, trunk, or root 5 structure shall be rejected. In all cases, whether supplied balled and burlapped or in a 6 container, the root crown (top of root structure) of the tree shall be at the top of the finish 7 soil level. Trees supplied and delivered in a nursery fabric bag will not be accepted. 8 9 Plants which have been determined by the Engineer to have suffered damage for the 10 following reasons will be rejected: 11 12 1. Girdling of the roots, stem, or a major branch. 13 14 2. Deformities of the stem or major branches. 15 16 3. Lack of symmetry. 17 18 4. Dead or defoliated tops or branches. 19 20 5. Defects, injury, and condition which renders the plant unsuitable for its 21 intended use. 22 23 Plants that are grafted shall have roots of the same genus as the specified plant. 24 25 9- 14.6(3) Handling and Shipping 26 Handling and shipping shall be done in a manner that is not detrimental to the plants. 27 The nursery shall furnish a notice of shipment in triplicate at the time of shipment of 28 each truck load or other lot of plant material. The original copy shall be delivered to the 29 Project Engineer, the duplicate to the consignee and the triplicate shall accompany the 30 shipment to be furnished to the Inspector at the job site. The notice shall contain the 31 following information: 32 33 1. Name of shipper. 34 35 2. Date of shipment. 36 37 3. Name of commodity. (Including all names as specified in the Contract.) 38 39 4. Consignee and delivery point. 40 41 5. State Contract number. 42 43 6. Point from which shipped. 44 45 7. Quantity contained. 46 47 8. Size. (Height, runner length, caliper, etc. as required.) 48 49 9. Signature of shipper by authorized representative. 50 AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11/11 109 1 To acclimate plant materials to Northwest conditions, all plant materials used on a 2 project shall be grown continuously outdoors north of the 42nd Latitude (Oregon - 3 California border) from not later than August 1 of the year prior to the time of planting. 4 5 All container grown plants shall be handled by the container. 6 7 All balled and burlapped plants shall be handled by the ball. 8 9 Plant material shall be packed for shipment in accordance with prevailing practice for 10 the type of plant being shipped, and shall be protected at all times against drying, sun, 11 wind, heat, freezing, and similar detrimental conditions both during shipment and during 12 related handling. Where necessary, plant material shall be temporarily heeled in When 13 transported in closed vehicles, plants shall receive adequate ventilation to prevent 14 sweating. When transported in open vehicles, plants shall be protected by tarpaulins or 15 other suitable cover material. 16 17 9- 14.6(4) Tagging 18 Plants delivered as a single unit of 25 or less of the same size, species, and variety, 19 shall be clearly marked and tagged. Plants delivered in large quantities of more than 25 20 shall be segregated as to variety, grade, and size; and one plant in each 25, or fraction 21 thereof, of each variety, grade, and size shall be tagged. 22 23 9- 14.6(5) Inspection 24 The Contracting Agency will make an inspection of plant material at the source when 25 requested by the Engineer. However, such preliminary approval shall not be considered 26 as final acceptance for payment. Final inspection and approval (or rejection) will only 27 occur when the plant material has been delivered to the Project site. The Contractor 28 shall notify the Engineer, not less than 48 hours in advance, of plant material delivery to 29 the project. 30 31 9- 14.6(6) Substitution of Plants 32 No substitution of plant material, species or variety, will be permitted unless evidence is 33 submitted in writing to the Engineer that a specified plant cannot be obtained and has 34 been unobtainable since the Award of the Contract. If substitution is permitted, it can be 35 made only with written approval by the Engineer. The nearest variety, size, and grade, 36 as approved by the Engineer, shall then be furnished. 37 38 Container or balled and burlapped plant material may be substituted for bare root plant 39 material. Container grown plant material may be substituted for balled and burlapped 40 plant materials. When substitution is allowed, use current ASNS standards to determine 41 the correct rootball volume (container or balled and burlapped) of the substituted 42 material that corresponds to that of the specified material. These substitutions shall be 43 approved by the Engineer and be at no cost to the Contracting Agency. 44 45 9- 14.6(7) Temporary Storage 46 Plants stored under temporary conditions prior to installation shall be the responsibility 47 of the Contractor. 48 49 Plants stored on the project shall be protected at all times from extreme weather 50 conditions by insulating the roots, root balls, or containers with sawdust, soil, compost, 51 bark or wood chips, or other approved material and shall be kept moist at all times prior 52 to planting. AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11/11 110 1 2 Cuttings shall continually be shaded and protected from wind. Cuttings shall be 3 protected from drying at all times and shall be heeled into moist soil or other insulating 4 material or placed in water if not installed within eight hours of cutting. Cuttings to be 5 stored for later installation shall be bundled, laid horizontally, and completely buried 6 under 6 inches of water, moist soil or placed in cold storage at a temperature of 34 °F 7 and 90 percent humidity. Cuttings that are not planted within 24 hours of cutting shall be 8 soaked in water for 24 hours prior to planting. Cuttings taken when the temperature is 9 higher than 50 °F shall not be stored for later use. Cuttings that already have developed 10 roots shall not be used. 11 12 9- 14.6(8) Sod 13 The available grass mixtures on the current market shall be submitted to the Engineer 14 for selection and approval. 15 16 The sod shall be field grown one calendar year or older, have a well developed root 17 structure, and be free of all weeds, disease, and insect damage. 18 19 Prior to cutting, the sod shall be green, in an active and vigorous state of growth, and 20 mowed to a height not exceeding 1 inch. 21 22 The sod shall be cut with a minimum of 1 inch of soil adhering. 23 24 9 -14.7 Stakes, Guys, and Wrapping 25 Stakes shall be installed as shown in the Plans. 26 27 Commercial plant ties may be used in lieu of hose and wire guying upon approval of the 28 Engineer. The minimum size of wire used for guying shall be 12 gauge, soft drawn. 29 30 Hose for guying shall be nylon, rubber, or reinforced plastic and shall have an inside 31 diameter of at least 1 inch. 32 33 Tree wrap shall be a crinkled waterproof paper weighing not less than 4.0 pounds per 34 100 square feet and shall be made up of two sheets cemented together with asphalt. 35 36 9- 15.AP9 37 SECTION 9 -15, IRRIGATION SYSTEM 38 January 4, 2010 39 The first paragraph is supplemented with the following: 40 41 When the water supply for the irrigation system is from a non - potable source, irrigation 42 components shall have lavender indicators supplied by the equipment manufacturer. 43 44 9 -15.3 Automatic Controllers 45 This section is revised to read: 46 47 The automatic controller shall be an electronic timing device for automatically opening 48 and closing control valves for predetermined periods of time. The automatic controller 49 shall be enclosed in a weatherproof, painted, metal housing fabricated from 16 gauge 50 sheet aluminum alloy 6061 -T6 or 16 gauge sheet steel or unpainted, non - rusting AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11/11 111 1 industrial grade stainless steel. The pedestal shall have a completely removable 2 locking faceplate to allow easy access to wiring 3 , 4 The automatic controller housing shall have hasp and lock or locking device. All locks or 5 locking devices shall be master keyed and three sets of keys provided to the Engineer. 6 The controller shall be compatible with and capable of operating the irrigation system as 7 designed and constructed and shall include the following operating features: 8 9 1. Each controller station shall be adjustable for setting to remain open for any , 10 desired period of time, from five minutes or less to at least 99 minutes. 11 2. Adjustments shall be provided whereby any number of days may be omitted 12 and whereby any one or more positions on the controller can be skipped. 13 When adjustments are made, they shall continue automatically within a 14 -day i 14 cycle until the operator desires to make new adjustments. 15 3. Controls shall allow any position to be operated manually, both on or off, ' 16 whenever desired, without disrupting the 14 day cycle. 17 4. Controls shall provide for resetting the start of the irrigation cycle at any time 18 and advancing from one position to another. 19 5. Controllers shall contain a power on -off switch and fuse assembly. 20 6. Output shall be 24 volt AC with battery back up for memory retention of the 14 21 day cycle. 22 7. Both normally -open or normally - closed rain sensor compatibility. 23 24 9 -15.4 Irrigation Heads 25 This section is supplemented with the following new paragraph: 26 27 All instructions, special wrenches, clamps, tools, and equipment supplied by the 28 manufacturer necessary for the installation and maintenance of the irrigation heads , 29 shall be turned over to the Engineer upon completion and acceptance of the project. 30 31 9 -15.5 Valve Boxes and Protective Sleeves , 32 This section including title is revised to read: 33 34 9 -15.5 Valve Boxes , 35 Valve boxes shall conform to the Plans and be extendible to obtain the depth required. 36 All manual drain valves and manual control valves shall be installed in valve box with a 37 vandal resistant lid as shown in the Plans. , 38 39 9- 15.7(1) Manual Control Valves 40 The third and fourth sentences are revised to read: , 41 42 The Contractor shall furnish three suitable operating keys. Valves shall have removable 43 bonnet and stem assemblies with adjustable packing glands and shall house long acme 44 threaded stems to ensure full opening and closing. 45 46 9- 15.7(2) Automatic Control Valves 47 In the second paragraph, the first and second sentences are revised to read: r 48 49 Valves shall be of a normally closed design and shall be operated by an electronic 50 solenoid having a maximum rating of 6.5 watts utilizing 24 volt AC power. Electronic , 51 solenoids shall have a stainless steel plunger and be directly attached to the valve 52 bonnets or body with all control parts fully encapsulated. AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised. 7/11/11 112 2 In the fifth sentence of the second paragraph, "electric" is revised to read "electrical ". 3 4 9- 15.7(3) Automatic Control Valves With Pressure Regulator 5 This section is revised to read: 6 7 Automatic control valves with pressure regulators shall be similar to automatic 8 control valves described in Section 9- 15.7(2) and shall reduce the inlet pressure to 9 a constant pressure regardless of supply fluctuations. The regulator must be fully 10 adjustable. 11 12 9 -15.8 Quick Coupling Equipment 13 In the first paragraph, the first and second sentences are revised to read: 14 15 Quick coupler valves shall have a service rating of not less than 125 -psi for non -shock 16 cold water. The body of the valves shall be of cast Copper Alloy No. C84400 Leaded 17 Semi -Red Brass conforming to ASTM B 584. 18 19 In the fifth sentence of the first paragraph, "will" is revised to read "shall ". 20 21 9 -15.9 Drain Valves 22 This section is revised to read: 23 24 Drain valves may be a' /2 -inch or 3/ -inch PVC or metal gate valve manufactured for 25 irrigation systems. Valves shall be designed for underground installation with suitable 26 cross wheel for operation with a standard key, and shall have a service rating of not less 27 than 150 -psi non -shock cold water. The Contractor shall furnish three standard 28 operating keys per Contract. Drain valves shall be installed in a valve box with a vandal 29 resistant lid as shown in the Plans. 30 31 Drain valves on potable water systems shall only be allowed on the downstream side of 32 approved cross connection control devices. 33 34 9 -15.10 Hose Bibs 35 The first sentence is revised to read: 36 37 Hose bibs shall be angle type, constructed of bronze or brass, threaded to 38 accommodate a % -inch hose connection, and shall be key operated. 39 40 9 -15.11 Cross Connection Control Devices 41 This section is revised to read: 42 43 Atmospheric vacuum breaker assemblies (AVBAs), pressure vacuum breaker 44 assemblies (PVBAs), double check valve assemblies (DCVAs), and reduced pressure 45 backflow devices (RPBDs), shall be of a manufacturer and product model approved for 46 use by the Washington State Department of Health, Olympia, Washington or a 47 Department of Health certified agency. 48 49 9 -15.12 Check Valves 50 The last sentence is revised to read: 51 AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11/11 113 1 Valves shall have angled seats, Buna -N seals and threaded connections, and shall be 2 installed in 8 -inch round plastic valve boxes with vandal resistant lids. 3 4 9 -15.14 Three -Way Valves 5 The last sentence is revised to read: 6 7 When handles are included as an integral part of the valves, the Contractor shall 8 remove the handles and give them to the Engineer for ultimate distribution to the 9 Maintenance Division. 10 11 9 -15.15 Flow Control Valves 12 The third sentence is revised to read: 13 14 Valves shall be factory set to the flows as shown in the Plans. 15 16 9 -15.17 Electrical Wire and Splices 17 This section is revised to read: 18 19 Electrical wire used between the automatic controller and automatic control valves shall 20 be solid or stranded copper, minimum size AWG 14. Insulation shall be Type USE 21 Chemically Cross Linked Polyethylene or Type UF, and shall be listed by a National 22 recognized Testing Laboratory. Each conductor shall be color coded and marked at 23 each end and at all splices with zone or station number identification. 24 25 Low voltage splices shall be made with a direct bury splice kit using a twist -on wire 26 connector and inserted in a waterproof polypropylene tube filled with a silicone electrical 27 insulating gel, or heat shrinkable insulating tubing. Heat shrinking insulating tubing shall 28 consist of a mastic lined heavy wall polyolefin cable sleeve. 29 30 9 -15.18 Detectable Marking Tape 31 The first paragraph is revised to read: 32 Detectable marking tape shall consist of inert polyethylene plastic that is imperious to 33 all known alkalis, acids, chemical reagents, and solvents likely to be encountered in the 34 soil, with a metallic foil core to provide for the most positive detection and pipeline 35 location. 36 37 In the second paragraph, the first and second sentences are revised to read: 38 39 The tape shall be color coded and shall be imprinted continuously over its entire length 40 in permanent black ink indicating the type of line buried below and shall also have the 41 word "Caution" prominently shown. 42 43 The last paragraph is revised to read: 44 45 The width of the tape shall be as recommended by the manufacturer based on depth of 46 installation. 47 AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11/11 114 1 9- 16.AP9 2 SECTION 9 -16, FENCE AND GUARDRAIL 3 August 2, 2010 4 9- 16.3(2) Posts and Blocks 5 This section in its entirety is revised to read: 6 7 Posts and blocks may be of creosote, pentachlorophenol, waterborne chromate copper 8 arsenate (CCA), ammoniacal copper arsenate (ACA), or ammoniacal copper zinc 9 arsenate (ACZA), treated timber or galvanized steel (galvanized steel posts only —no 10 blocks). Blocks made from alternate materials that meet the NCHRP Report 350 or 11 MASH criteria may be used in accordance with the manufacturer's recommendations. 12 Wood posts and blocks may be surface four sides (S4S) or rough sawn. 13 14 Posts and blocks shall be of the size, length and type as shown in the Plans and meet 15 the requirements of the below Specifications. 16 17 Timber posts and blocks shall conform to the grade specified in Section 9 -09.2. Timber 18 posts and blocks shall be fabricated as specified in the Plans before being treated. 19 Timber posts and blocks shall be treated by the empty cell process to provide a 20 minimum retention, depending on the treatment used, according to the following: 21 22 Creosote oil 10.0 lbs. pcf 23 Pentachlorophenol 0.50 tbs. pcf 24 ACA 0.50 lbs. pcf 25 ACZA 0.50 lbs. pcf 26 CCA 0.50 Ibs pcf 27 28 Treatment shall be in accordance with Section 9 -09.3. 29 30 Galvanized steel posts, and base plates, where used, shall conform to either ASTM A36 31 or ASTM A992, and shall be galvanized in accordance with AASHTO M 111. Welding 32 shall conform to Section 6- 03.3(25). All fabrication shall be completed prior to 33 galvanizing. 34 35 Steel posts for weathering steel beam guardrail shall be in accordance with one of the 36 following two methods: 37 38 1 Galvanized Powder Coated Steel Posts: These posts shall conform to ASTM 39 A36 or ASTM A992 and galvanized in accordance with AASHTO M 111. 40 Powder Coating Galvanized Surfaces done in accordance with Sections: 6- 41 07.3(11)B, 9 -08.2. and 9- 08.1(8). Only the top thirty inches on any post length 42 shall be powder coated. 43 44 2. Galvanized Weathering Steel Posts: These posts shall conform to ASTM 45 A588 steel and be galvanized in accordance with AASHTO M 111. Thirty 46 inches, on any post length, shall not be galvanized for exposure above ground. 47 AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11 /11 115 1 9- 17.AP9 2 SECTION 9 -17, FLEXIBLE GUIDE POSTS 3 January 3, 2011 4 9 -17.4 Pre - approval 5 Item number 3 in the first paragraph is revised to read: 6 7 3. In lieu of State Materials Laboratory testing, the Lab will accept the results of pre - 8 approved testing performed by the National Transportation Product Evaluation 9 Program (NTPEP), the manufacturer or other agencies under the following 10 conditions: 11 12 a. The State Materials Laboratory is informed of the pre - approval testing 13 sufficiently in advance in order to attend and observe. Attendance will be at 14 the discretion of the Materials Laboratory. 15 16 b. The results of the testing shall be reported in sufficient detail to enable the 17 State Materials Laboratory to evaluate compliance with these Specifications. 18 19 9- 22.AP9 20 SECTION 9 -22, MONUMENT CASES 21 January 4, 2010 22 9 -22.1 Monument Cases, Covers, and Risers 23 In the first sentence, "Class 3013" is revised to read "Class 3513". 24 25 9- 23.AP9 26 SECTION 9 -23, CONCRETE CURING MATERIALS AND ADMIXTURES 27 January 3, 2011 28 9 -23.1 Sheet Materials for Curing Concrete 29 In the first paragraph, "AASHTO M 171" is revised to read "ASTM C 171 ". 30 31 9 -23.2 Liquid Membrane Forming Concrete Curing Compounds 32 The first paragraph is revised to read: 33 34 Liquid membrane - forming compounds for curing concrete shall conform to the 35 requirements of ASTM C 309 Type 1 or 2, Class A or B, except that the water retention 36 when tested in accordance with WSDOT Test Method 814 shall be 2.50 grams for all 37 applications. 38 39 Section 9 -23 is supplemented with the following new sub - sections: 40 41 9 -23.12 Metakaolin 42 Metakaolin shall conform to the requirements of AASHTO M 295 Class N including 43 optional chemical requirements as set forth in Table 2 and with a further limitation that 44 the loss on ignition shall be a maximum of 1.5 percent. 45 46 9 -23.13 Blended Supplementary Cementitious Material 47 Blended Supplementary Cementitious Material (SCM) shall meet the requirements of 48 ASTM C1697. Blended SCMs shall be limited to binary or ternary blends of fly ash, AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11/11 116 1 ground granulated blast furnace slag, microsilica fume, and metakaolin. Fly ash shall 2 meet the requirements of Section 9 -23.9. Ground granulated blast furnace slag shall 3 meet the requirements of Section 9- 23.10. Microsilica fume shall meet the requirements 4 of Section 9- 23.11. Metakaolin shall meet the requirements of Section 9- 23.12. The 5 individual SCMs composing the blended SCM shall be individually listed on the WSDOT 6 QPL. 7 8 9- 29.AP9 9 SECTION 9 -29, ILLUMINATION, SIGNAL, ELECTRICAL 10 January 3, 2011 11 In this division, all references to "hot- dipped" are revised to read "hot- dip ". 12 13 In this division, Section "9- 29.1(4)B" is revised to read "9- 29.1(4)C ". 14 15 9- 29.1(4) Non - Metallic Conduit 16 This section is supplemented with the following new sub - section: 17 18 9- 29.1(4)B Expansion Fittings 19 Expansion fittings for use with PVC shall allow for 4- inches of movement minimum (2- 20 inches in each direction). Expansion fittings for PVC conduit shall be PVC and have 21 threaded terminal adaptor or coupling end and shall meet the requirements listed in 22 Section 9- 29.1(4)A. 23 24 9- 29.2(1)A Standard Duty Junction Boxes 25 The first paragraph below the title "Concrete Junction Boxes" is supplemented with the 26 following: 27 28 All Standard Duty Concrete Junction Boxes placed in sidewalks, walkways and shared 29 use paths shall have slip resistant surfaces. Non -slip lids and frames shall be hot -dip 30 galvanized. 31 32 The second sentence in the second paragraph below the title "Concrete Junction Boxes" is 33 revised to read: 34 35 The frame shall be anchored to the box by welding headed studs % inch x 3 inches 36 long, as specified in Section 9- 06.15, to the frame. 37 38 The first sentence in the second paragraph below the title "Non- Concrete Junction Boxes" 39 is revised to read: 40 41 Type 1, 2, and 8 non - concrete junction boxes shall have a Design Load of 22,500 lbs. 42 and shall be tested in accordance with 9- 29.2(1)C. 43 44 In the second paragraph below the title "Non- Concrete Junction Boxes ", "hex- head" is 45 revised to read "penta- head ". 46 47 9- 29.2(2)A Standard Duty Cable Vaults and Pull Boxes 48 The second sentence in the second paragraph is revised to read: 49 50 The frame shall be anchored to the vault/box by welding headed studs 3/8 inch X 3 51 inches long, as specified in Section 9- 06.15, to the frame. AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11/11 117 1 2 This section is supplemented with the following new paragraph: 3 4 All Standard Duty Cable Vaults and Pull Boxes placed in sidewalks, walkways and 5 shared use paths shall have slip resistant surfaces. The Standard Duty Cable Vaults 6 and Pull Boxes steel frame, lid support and lid shall be hot -dip galvanized. 7 8 9- 29.3(2)B Multi- Conductor Cable 9 This section is revised to read: 10 11 Two- conductor through 10- conductor unshielded signal control cable shall have 12 stranded copper conductor and shall conform to International Municipal Signal 13 Association (IMSA) signal cable Specification 20 -1. 14 15 9- 29.3(2)E Two - Conductor Shielded 16 This section is revised to read: 17 18 Two conductor shielded (2CS) cable shall have stranded 14 AWG (minimum) 19 conductors and shall conform to IMSA Specification No. 50 -2. 20 21 9- 29.3(2)F Detector Loop Wire 22 This section is revised to read: 23 24 Detector loop wire shall be 12 or 14 AWG stranded copper wire, IMSA 51 -3. 25 26 9- 29.3(2)G Four - Conductor Shielded Cable 27 The first sentence is revised to read: 28 29 Four - conductor shielded cable (4CS) shall consist of a cable with four stranded 18 AWG 30 conductors with polypropylene insulation, an aluminized polyester shield, water - blocking 31 material in the cable interstices, and a 26 -mil minimum outer jacket of polyethylene. 32 33 9 -29.4 Messenger Cable, Fittings 34 This section is supplemented with the following: 35 36 Messenger cable shall be % -inch, 7 -wire strand messenger cables conforming to ASTM 37 A 475, extra - high- strength grade, 15,400 pounds minimum breaking strength, Class A 38 galvanized. 39 40 Strain insulators shall be wet process, porcelain, conforming to EEI -NEMA Class 54 -2 41 standards for 12,000 pound ultimate strength. 42 43 Down guy assembly shall consist of an eight -way steel expanding anchor, having a 44 minimum area of 300 square inches, made of pressed steel, coated with asphalt or 45 similar preservative, and fitted with a 3/ -inch minimum guy eye anchor rod 8 -feet long. 46 As an alternate to expanding anchors, screw type anchors with two 8 -inch helix, 3'/2- 47 inch - pitch, 1 -inch by 7 foot guy anchor rod, and rated for 7,000 pound maximum torque 48 may be installed. 49 50 All pole hardware, bolts, plate rods, hangers, clips, wire guards, and pole bands shall be 51 hot - dipped galvanized in conformance with the requirements of AASHTO M 232. 52 AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11/11 118 1 9- 29.6(5) Foundation Hardware 2 The first paragraph is revised to read: 3 4 Anchor bolts for Type PPB, PS, I, FB, and RM signal standards shall conform to the 5 requirements of ASTM F1554, grade 55. Nuts shall meet the requirements of AASHTO 6 M 291, grade A. Washers shall meet the requirements of ASTM F 844 or ASTM F 436. 7 8 9 -29.7 Luminaire Fusing and Electrical Connections at Light Standard Bases, 9 Cantilever Bases and Sign Bridge Bases 10 The content of this section is revised and moved to the following new sub - sections: 11 12 9- 29.7(1) Unfused Quick- Disconnect 13 Unfused quick- disconnect connector kits shall conform to the following requirements: 14 15 1. The copper pin and copper receptacle shall be a crimped type of connection or 16 a stainless steel set screw and lug connection to the cable. The receptacle 17 shall establish contact pressure with the pin through the use of a tinned copper 18 or copper beryllium sleeve spring and shall be equipped with a disposable 19 mounting pin. The receptacle shall be fully annealed. Both the copper pin and 20 receptacle shall have a centrally located recessed locking area adapted to be 21 complementarily filled and retained by the rubber housing. 22 23 2. The plug and receptacle housing shall be made of water resistant synthetic 24 rubber which is capable of burial in the ground or installation in sunlight. Each 25 housing shall provide a section to form a water -seal around the cable, have an 26 interior arrangement to suitably and complementarily receive and retain the 27 copper pin or receptacle, and a section to provide a water -seal between the 28 two housings at the point of disconnection. 29 30 3. The kit shall provide waterproof in -line connector protection with three cutoff 31 sections on both the line and load side to accommodate various wire sizes. All 32 connections shall be as described in item "1" above. Upon disconnect, the 33 connector shall remain in the load side of the kit. 34 35 9- 29.7(2) Fused Quick- Disconnect 36 Fused quick- disconnect kits shall provide waterproof in -line fuse protection. The kit shall 37 provide three cutoff sections on both lines and load side to accommodate various wire 38 sizes. All connections shall be as described in item "1" above. Upon disconnect, the 39 fuse shall remain in the load side of the kit. 40 41 Fuses furnished for all lighting circuits shall be capable of handling the operating voltage 42 of the circuit involved and shall have the following characteristics: 43 44 1. Fuses shall be capable of indefinitely supporting 110 percent of the rated load. 45 46 2. Fuses shall be capable of supporting 135 percent of the rated load for 47 approximately 1 hour. 48 49 3. A load of 200 percent of rated load shall effectively cause instantaneous 50 blowing of the fuse. 51 AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11/11 119 1 2 3 4 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 4 Fuses shall be rated as listed below and shall be sized to fit the fuse containers furnished on this project, according to the manufacturer's recommendations therefore. 5. Fuses shall be listed by a nationally recognized testing laboratory. Luminaire Service Voltage Size 480V 240V 120V 1,000W 10A 15A 30A 750W 5A 10A 20A 70OW 5A 10A 20A 40OW 5A 10A 15A 310W 5A 5A 10A 250W 5A 5A 10A 20OW 4A 5A 10A 175W 4A 5A 10A 150W 3A 4A 5A 100W 2A 3A 4A 70W 2A 2A 2A 50W 2A 2A 2A 9 -29.9 Ballast, Transformers This sections content is deleted and replaced with: Heat - generating components shall be mounted to use the portion of the luminaire upon which they are mounted as a heat sink. Capacitors shall be located as far as practicable from heat - generating components or shall be thermally shielded to limit the fixture temperature to 160 °F. Transformers and inductors shall be resin - impregnated for protection against moisture. Capacitors, except those in starting aids, shall be metal cased and hermetically sealed. No capacitor, transformer, or other device shall employ the class of compounds identified as polychlorinated biphenyls (PCB) as dielectric, coolants, or for any other purpose. This section is supplemented with the following new sub - sections: 9- 29.9(1) Ballast Each ballast shall have a name plate attached permanently to the case listing all electrical data. A Manufacturer's Certificate of Compliance in accordance with Section 1 -06.3 meeting the manufacturers and these Specification requirements, shall be submitted by the Contractor with each type of luminaire ballast. Ballasts shall be designed for continuous operation at ambient air temperatures from 20 °F without reduction in ballast life. Ballasts shall have a design life of not less than 100,000 hours. Ballasts shall be designed to operate for at least 180 cycles of 12 hours AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11/11 120 1 2 3 4 6 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 on and 12 hours off, with the lamp circuit in an open or short- circuited condition and without measurable reduction in the operating requirements. All ballasts shall be high power factor (90 %). Ballasts shall be tested in accordance with the requirements of current ANSI C 82.6, Methods of Measurement of High- Intensity- Discharge Lamp Ballasts. Starting aids for ballasts of a given lamp wattage shall be interchangeable between ballasts of the same wattage and manufacturer without adjustment. Ballast assemblies shall consist of separate components, each of which shall be capable of being easily replaced. A starting aid will be considered as a single component. Each component shall be provided with screw terminals, NEMA tab connectors or a single multi- circuit connector. All conductor terminals shall be identified as to the component terminal to which they connect. Ballasts for high - pressure sodium lamps shall have a ballast characteristic curve which will intersect both of the lamp- voltage limit lines between the wattage limit lines and remain between the wattage limit lines throughout the full range of lamp voltage. This requirement shall be met not only at the rated input voltage of the ballast, but also the lowest and highest input voltage for which the ballast is rated. Throughout the lifetime of the lamp, the ballast curve shall fall within the specified limits of lamp voltage and wattage. All luminaires ballasts shall be located within the luminaire housing. The only exception shall be ballasts to be mounted on lowering assemblies and shall be external to, and attached to the fixture assembly. Ballast Characteristics for High Pressure Sodium (HPS) and Metal Halide (MH) Sources shall be: Source Line Lamp Ballast Type Input Lamp Volt. Wattage Voltage Wattage Variation Variation HPS any 70 400 Mag. Reg. Lag 10% 18% HPS any 7501000 Auto Reg. Lead 10% 30% CWA MH any 175 400 Mag. Reg. Lag 10% 18% MH any 1000 Auto Reg. Lead 10% 30% CWA 9- 29.9(2) Transformers The transformers to be furnished shall be indoor /outdoor dry type transformers rated as shown in the Plans. The transformer coils, buss bar, and all connections shall be copper. Transformers, 7.5 KVA and larger shall be supplied with two full capacity taps, one at 5% and one at 10% below the normal full capacity. 39 9 -29.10 Luminaires 40 This section is revised to read: AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11 /11 121 1 2 3 4 5 6 7 8 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 All luminaires shall have their components secured to the luminaire frame with ANSI, 300 series chrome - nickel grade stainless steel, zinc dichromate coated steel or ceramic coated steel hardware. The luminaire slip- fitter bolts shall be either stainless steel, hot - dip galvanized steel, zinc dichromate coated steel, or ceramic coated steel. All internal luminaire assemblies shall be assembled on or fabricated from either stainless steel or galvanized steel. The housing, complete with integral ballast, shall be weathertight. The temperature rating of all wiring internal to the luminaire housing, excluding the pole and bracket cable, shall equal or exceed 200 °F . All luminaires shall be provided with markers for positive identification of light source type and wattage. Markers shall be 3- inches square with Gothic bold, black 2 -inch legend on colored background. Background color shall be gold for high pressure sodium, and red for metal halide light sources. Legends shall be sealed with transparent film resistant to dust, weather, and ultraviolet exposure. Legends shall correspond to the following code: Lamp Wattage Legend 70 7 100 10 150 15 175 17 200 20 250 25 310 31 400 40 700 70 750 75 1,000 XI 9- 29.10(1) Cobra Head Luminaires This sections content including title is revised to read: 9- 29.10(1) Conventional Roadway Luminaires A. Conventional highway luminaires shall be IES Type III medium distribution cut off cobra head configuration with horizontal lamp, rated at 24,000 hours minimum. B. The ballast shall be mounted on a separate exterior door, which shall be hinged to the luminaire and secured in the closed position to the luminaire housing by means of an automatic type of latch (a combination hex/slot stainless steel screw fastener may supplement the automatic type latch). C. The reflector of all luminaires shall be of a snap -in design or be secured with screws. The reflector shall be manufactured of polished aluminum or molded from prismatically formed borosilicate glass. The refractor or lens shall be mounted in a doorframe assembly which shall be hinged to the luminaire and secured in the closed position to the luminaire by means of automatic latch. The refractor or lens and doorframe assembly, when closed, shall exert pressure against a gasket seat. AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11/11 122 1 The refractor lens shall not allow any light output above 90 degrees nadir. Gaskets 2 shall be composed of material capable of withstanding temperatures involved and 3 shall be securely held in place. 4 5 D. Each housing shall be provided with a four bolt slipfitter capable of mounting on a 6 2 -inch pipe tenon and capable of being adjusted within 5 degrees from the axis of 7 the tenon. The clamping bracket(s) and the cap screws of the slipfitter shall not 8 bottom out on the housing bosses when adjusted within the ±5 degree range. 9 10 No part of the slipfitter mounting brackets on the luminaires shall develop a permanent 11 set in excess of 0.2 -inch when the cap screws used for mounting are tightened to a 12 torque of 32 pounds feet. 13 14 E. Refractors shall be formed from heat resistant, high impact, molded borosilicate 15 glass. Flat lens shall be formed from heat resistant, high impact borosilicate or 16 tempered glass. 17 18 F. High pressure sodium conventional roadway luminaires shall be capable of 19 accepting a 150, 200, 250, 310, or 400 watt lamp complete with ballast. 20 21 G. Housings shall be fabricated from aluminum. Painted housings shall be painted flat 22 gray, Federal Standard 595 color chip No. 26280. Housings that are painted shall 23 withstand a 1,000 -hour salt spray test as specified in ASTM B 117. 24 25 H. All luminaires to be mounted on horizontal mast arms shall be capable of 26 withstanding cyclic loading in: 27 28 1. A vertical plane at a minimum peak acceleration level of 3.0 g's peak -to -peak 29 sinusoidal loading (same as 1.5 g's peak) with the internal ballast removed, for 30 a minimum of 2 million cycles without failure of any luminaire parts, and; 31 32 2. A horizontal plane perpendicular to the direction of the mast arm at a minimum 33 peak acceleration level of 1.5 g's peak to peak sinusoidal loading (same as 34 0.75 g's peak) with the internal ballast installed, for a minimum of 2 million 35 cycles without failure of any luminaire parts. 36 37 I. All luminaires shall have leveling reference points for both transverse and 38 longitudinal adjustment. Luminaires shall have slip- fitters capable of adjusting 39 through a 5- degree axis for the required leveling procedure. 40 41 9- 29.10(2) Decorative Luminaires 42 In the first paragraph, "150 - 400" is revised to read "50 - 400 ". 43 44 In the second paragraph, "box shaped" is deleted. 45 46 In the third paragraph, the first sentence is deleted. The second sentence is revised to read: 47 48 The ballast housing shall be adequately constructed to contain ballasts for 50 - 400 watt 49 alternate high intensity discharge sources. 50 51 The fourth paragraph is revised to read: 52 AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11111 143 1 Each housing shall consist of an integral reflector, containing a mogul based high 2 intensity discharge lamp, and a one piece heat and shock resistant, clear tempered lens 3 mounted in a gasketed, hinged frame. The reflector shall be a snap -in design or 4 secured with screws. The reflector assembly shall have a lamp vibration damper. The 5 reflector shall be manufactured of polished aluminum or molded from prismatically 6 formed borosilicate glass. The housing shall have a heat resistant finish. The lens 7 frame shall be secured to the housing with ANSI, 300 series chrome - nickel grade 8 stainless steel, zinc dichromate coated steel or ceramic coated steel hardware. 9 10 The last sentence in the fifth paragraph is deleted. 11 12 The sixth paragraph is deleted. 13 14 The seventh paragraph is revised to read: 15 16 The finish shall meet the requirements of ASTM B 117 with the exception that the finish 17 shall be salt spray resistant after 300 hours exposure. 18 19 The first sentence in the eighth paragraph is deleted. 20 21 9- 29.10(3) High Mast Luminaires and Post Top Luminaires 22 This sections content including title is deleted and replaced with: 23 24 9- 29.10(3) Vacant 25 26 9- 29.10(5) Sign Lighting Luminaires 27 This section is revised to read: 28 29 Sign lighting luminaires shall be the Induction Bulb type. 30 31 9- 29.10(5)A Sign Lighting Luminaires - Mercury Vapor 32 This section including title is revised to read: 33 34 9- 29.10(5)A Sign Lighting Luminaires — Isolation Switch 35 The isolation switch shall be installed in a terminal cabinet in accordance with Section 9- 36 29.25 with the exception that the cabinet shall be NEMA 3R and stainless steel. The 37 terminal cabinet shall be installed in accordance to the Standard Plans. The switch shall 38 be either single pole, single throw, or double pole single throw as necessary to open all 39 conductors to the luminaires other than neutral and ground conductors. The switch shall 40 contain 600 volt alternating current (VAC) terminal strips on the load side with 41 solderless lugs as required for each load carrying conductor plus four spare lugs per 42 strip. 43 44 9- 29.10(5)B Sign Lighting Fixtures - Induction 45 The first sentence is revised to read. 46 47 Sign lighting luminaires shall have a cast aluminum housing and door assembly with a 48 polyester paint finish. 49 50 In the second sentence of the sixth paragraph, "87" is revised to read "85 ". 51 52 In the last sentence of the sixth paragraph, "Class a" is revised to read "Class A ". AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11/11 124 1 2 The first sentence of the last paragraph is revised to read: 3 4 A Manufacturer's Certificate of Compliance, conforming to Section 1 -06.3 5 "Manufacturer's Certificates of Compliance" and a copy of the high frequency generator 6 test methods and results shall be submitted by the manufacturer with each lot of sign 7 lighting fixtures. 8 9 9 -29.12 Electrical Splice Materials 10 This section is revised to read: 11 12 Circuit splicing materials shall meet the following specifications. 13 14 9- 29.12(1) Illumination Circuit Splices 15 This section is revised to read: 16 17 Illumination circuit splices shall be split bolt vice type connectors or solderless crimped 18 connections to securely join the wires both mechanically and electrically as defined in 19 Section 8- 20.3(8). 20 21 This section is supplemented with the following new sub - sections: 22 23 9- 29.12(1)A Heat Shrink Splice Enclosure 24 Heat shrink insulating materials shall be the moisture blocking mastic type meeting Mil 25 Spec 1230053 26 27 9- 29.12(1)B Molded Splice Enclosure 28 Epoxy resin cast type insulation shall employ a clear rigid plastic mold or a clear mylar 29 sheet bonded to butyrate webbing forming a flexible mold. The material used shall be 30 compatible with the insulation material of the insulated conductor or cable. The 31 component materials of the resin insulation shall be packaged ready for convenient 32 mixing without removing from the package. 33 34 9- 29.12(2) Traffic Signal Splice Material 35 This section is revised to read: 36 37 Induction loop splices and magnetometer splices shall include an uninsulated barrel 38 type crimped connector capable of being soldered. The insulating material shall be a 39 heat shrink type meeting requirements of Section 9- 29.12(1)A, an epoxy resin cast type 40 with clear rigid plastic mold meeting the requirements of Section 9- 29.12(1)B, or a re- 41 enterable type with silicone type filling compound that remains flexible and enclosed in a 42 re- enterable rigid mold that snaps together. 43 44 9 -29.15 Flashing Beacon Control 45 In the first paragraph, the first word "Flashers" is revised to read "Line voltage flashers ". 46 47 9 -29.16 Vehicular Signal Heads 48 This sections title is revised to read: 49 50 9 -29.16 Vehicular Signal Heads, Displays and Housing 51 AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11/11 125 1 The first sentence is revised to read: 2 3 Each signal head shall be of the adjustable, vertical type with the number and type of 4 displays detailed in the Contract; shall provide an indication in one direction only; shall 5 be adjustable through 360 degrees about a vertical axis; and shall be mounted at the 6 location and in the manner shown in the Plans. 7 8 This following new paragraph is inserted after the first paragraph: 9 10 Back plates shall be constructed of 5 -inch wide .050 -inch thick corrosion resistant flat 11 black finish, louvered aluminum or polycarbonate attached with stainless steel 12 hardware. A 1 -inch wide strip of yellow retro reflective, type IV prismatic sheeting, in 13 accordance with Section 9 -28 12, shall be applied around the perimeter of each 14 backplate. 15 16 9- 29.16(1) Optically Programmed, Adjustable Face, 12 -inch Traffic Signal 17 This section including title is revised to read: 18 19 9- 29.16(1) Optically Programmed Adjustable Face, and Programmable, 20 Array 12 -inch Traffic Signal 21 The signal shall permit the visibility zone of the indication to be determined optically and 22 require no hoods or louvers. The projected indication may be selectively visible or veiled 23 anywhere within the optical axis. No indication shall result from external illumination, nor 24 shall one light unit illuminate a second. The display shall operate from 85 VAC to 130 25 VAC. 26 27 9- 29.16(1)A Optical Systems 28 The following new title is inserted above the first paragraph: 29 30 9- 29.16(1)A1 Conventional Optical System 31 32 This section is supplemented with the following new sub - section: 33 34 9- 29.16(1)A2 LED Programmable Array 35 1. LED array with programmable visibility from a portable hand held device from 36 ground level, 37 38 2. Lens shall be clear, unless color lenses specified. 39 40 The LED array shall be 22 watt maximum and shall operate directly from 120 volt AC. 41 42 The LED array shall provide an accessible imaging surface at focus on the optical axis 43 for objects 900 to 1,200 -feet distant, and permit an effective veiling mask to be variously 44 applied as determined by the desired visibility zone. 45 46 The optical system shall accommodate projection of diverse, selected indicia to 47 separate portions of the roadway such that only one indication will be simultaneously 48 apparent to any viewer after optically limiting procedures have been accomplished. The 49 projected indication shall conform to ITE transmittance and chromaticity standards. 50 AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11111 126 1 9- 29.16(1)6 Construction 2 The title for this section is revised to read: 3 4 9- 29.16(1)6 Housing Construction 5 6 The fourth paragraph is deleted. 7 8 9- 29.16(1)D Electrical 9 The title for this section is revised to read: 10 11 9- 29.16(1)D Housing Electrical 12 13 The following new title is inserted above the first paragraph: 14 15 9- 29.16(1)D1 Electrical Conventional 16 17 This section is supplemented with the following new sub - section: 18 19 9- 29.16(1)D2 Electrical LED 20 The LED array shall be accessible from the front of the housing. Each multi section 21 assembly shall include a terminal block for clip or screw attachment of lead wires. 22 23 9- 29.16(1)E Photo Controls 24 The following new title is inserted above the first paragraph: 25 26 9- 29.16(1)E1 Conventional Photo Controls 27 28 This section is supplemented with the following new sub - section: 29 30 9- 29.16(1)E2 LED Photo Controls 31 Each signal section shall include integral means for automatically regulating the display 32 intensity for day and night operation. 33 34 9- 29.16(2)A Optical Units 35 This section is revised to read as follows: 36 37 Light Emitting Diode (LED) light sources are required for all displays. The Contractor 38 shall provide test results from a Nationally Recognized Testing Laboratory documenting 39 that the LED display conforms to the current ITE Specification for; Vehicle Traffic 40 Control Signal Heads, Light Emitting Diode Circular Signal Supplement VTCCH ST -052 41 or Vehicle Traffic Signal Heads, Light Emitting Diode Vehicle Arrow Traffic Signal 42 Supplement ITE VTSCH ST -054, and the following requirements: 43 44 1. The LED traffic signal module shall be operationally compatible with controllers 45 and conflict monitors on this project and the LED lamp unit shall contain a 46 disconnect that will show an open switch to the conflict monitor when less than 47 60% of the LEDs in the unit are operational. 48 49 2. LED shall have a 50 degree min. viewing angle. 50 AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11/11 127 1 3. Wattage (Maximum): 12 -inch red, yellow and green ball displays - 25 W 12- 2 inch red, yellow and green arrow displays - 15W 8 -inch red, yellow and green 3 ball displays - 15W 4 5 4. Voltage: The operation voltages shall be between 85 VAC and 130VAC. 6 7 5. The LED display shall be a module type and shall replace the lens, socket, 8 bail, reflector and be directly connected to the terminal strip in the signal head. 9 10 6. Label: Each optical unit shall be listed by and bear the label of a nationally 11 recognized testing laboratory. In addition, the manufacturer's name, 12 trademark, serial number and other necessary identification shall be 13 permanently marked on the backside of the LED signal module and the 14 installation date shall be indicated on a separate label with an indelible ink 15 marker. 16 17 9- 29.16(2)B Signal Housing 18 The first sentence in the first paragraph is revised to read: 19 20 The signal head housing, or case, shall consist of an assembly of separate sections, 21 expandable type for vertical mounting, substantially secured together in a weather tight 22 manner. 23 24 In the third paragraph "may" is revised to read "shall ". 25 26 9- 29.16(2)D Back Plates 27 This section's content including title is deleted and replaced with: 28 29 9- 29.16(2)D Vacant 30 31 9- 29.16(2)E Painting Signal Heads 32 In the first sentence "Federal Standard 59513" is revised to read "Federal Standard 595- 33 14056 ". 34 35 9- 29.16(3) Polycarbonate Traffic Signal Heads 36 This section is supplemented with the following paragraph: 37 38 Polycarbonate employed in traffic signal fabrication shall tolerate an elongation prior to 39 break in excess of 90 percent. The green color shall be molded throughout the head 40 assembly. The optical system shall be Light Emitting Diodes as defined in 9- 29.16(2)A. 41 The entire optical system shall be sealed by a single neoprene gasket. The signal head 42 shall be formed to be used with standard signal head mounting accessories as shown in 43 9 -29.17 All hinge pins, latch assemblies and reflector assemblies shall conform to 9- 44 29.16(2)B. 45 46 9- 29.16(3)A 8 -inch Polycarbonate Traffic Signal Heads 47 This section and title are deleted. 48 49 9- 29.16(3)6 12 -inch Polycarbonate Traffic Signal Heads 50 This section and title are deleted. 51 52 Section 9 -29 16 is supplemented with the following new sub - section: AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11/11 128 2 9- 29.16(4) Traffic Signal Cover 3 The covers shall be manufactured from a durable fabric material, black in color with a 4 mesh front and designed to fit the signal head configuration properly. The covers shall 5 have an attachment method that will hold the cover securely to the signal in heavy wind. 6 The covers shall be provided with a drain to expel any accumulated water. 7 8 9 -29.18 Vehicle Detector 9 The first paragraph is revised to read: 10 11 Induction loop detectors and magnetometer detectors shall comply with current NEMA 12 Specifications when installed with NEMA control assemblies and shall comply with the 13 current California Department of Transportation document entitled "Transportation 14 Electrical Equipment Specifications," specified in Section 9- 29.13(7) when installed with 15 Type 170, Type 2070 or NEMA control assemblies. 16 17 9 -29.19 Pedestrian Push Buttons 18 This section is revised to read: 19 20 Where noted in the Contract, pedestrian push buttons of tamper- resistant construction 21 shall be furnished and installed. They shall consist of a 2 -inch nominal diameter 22 plunger. The switch shall be a three bladed beryllium copper spring rated at 10 23 amperes, 125 volts. 24 25 The pedestrian push- button assembly shall be constructed and mounted as detailed in 26 the Contract. 27 28 9 -29.25 Amplifier, Transformer, and Terminal Cabinets 29 The first sentence in the first paragraph is revised to read: 30 31 Amplifier and terminal cabinets shall conform to NEMA 4 requirements. Transformer 32 cabinets shall be NEMA 3R. 33 34 Item number 3 in the first paragraph is revised to read: 35 36 3. Cabinet doors shall have a stainless steel piano hinge or shall meet the 37 requirements for the alternate hinge detailed for type B modified service cabinets. 38 Doors less than 3 feet in height shall have two hinges. Doors from 3 feet to 4 feet 8 39 inches in height shall have 3 hinges. Spacing of hinges for doors greater than 4 feet 40 8 inches in height shall not exceed 14 inches center to center. The door shall also 41 be provided with a three point latch and a spring loaded construction core lock 42 capable of accepting a Best six pin CX series core. The locking mechanism shall 43 provide a tapered bolt. The Contractor shall supply construction cores with two 44 master keys. The keys shall be delivered to the Engineer. Three point latches are 45 not required for terminal cabinets. 46 47 9- 30.AP9 48 SECTION 9 -30, WATER DISTRIBUTION MATERIALS 49 January 4, 2010 50 9- 30.1(1) Ductile Iron Pipe 51 In the first paragraph, number 1. and 2. are revised to read: AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11/11 129 1 2 1. Ductile iron pipe shall meet the requirements of AWWA C151. Ductile iron pipe 3 shall have a cement mortar lining, and a 1 mil thick seal coat meeting the 4 requirements of AWWA C104. Ductile iron pipe to be joined using bolted flanged 5 joints shall be Special Thickness Class 53. All other ductile iron pipe shall be 6 Special Thickness Class 50, minimum Pressure Class 350, or the class indicated 7 on the Plans or in the Special Provisions. 8 9 2. Nonrestrained joints shall be either rubber gasket type, push on type, or 10 mechanical type meeting the requirements of AWWA C111. 11 12 9- 30.1(2) Polyethylene Encasement 13 This section is revised to read: 14 15 Polyethylene encasement shall be tube -form, high density cross - laminated polyethylene 16 film, or linear low density polyethylene film, meeting the requirements of ANSI /AWWA 17 C105. Color shall be natural or black. 18 19 20 9- 31.AP9 21 SECTION 9 -31, ELASTOMERIC BEARING PADS 22 January 3, 2011 23 24 9 -31.1 Requirements 25 This section is revised to read: 26 27 Elastomeric bearing pads shall conform to the requirements of AASHTO M 251, unless 28 otherwise specified in the Plans or Special Provisions. The elastomer shall be low 29 temperature Grade 3 and not contain any form of wax. Unless otherwise specified in 30 the Plans or Special Provisions, the elastomer shall have a shear modulus of elasticity 31 of 165 psi at 73F. 32 33 All bearing pads with steel laminates shall be cast as units in separate molds and 34 bonded and vulcanized under heat and pressure. Corners and edges of molded pads 35 may be rounded at the option of the Contractor. Radius at corners shall not exceed 3/8- 36 inch, and radius of edges shall not exceed 1/8 -inch. Bearing pads shall be fabricated to 37 meet the tolerances specified in either AASHTO M 251 or the Special Provisions, as 38 applicable. 39 40 Shims contained in laminated bearing pads shall be mill rolled steel sheets not less than 41 20 gage in thickness with a minimum cover of elastomer on all edges of: 42 43 1/4 -inch for pads less than or equal to 5- inches thick, and 44 45 1/2 -inch for pads greater than 5- inches thick. 46 47 Steel shims shall conform to ASTM A 1011, Grade 36, unless otherwise noted. All shim 48 edges shall be ground or otherwise treated so that no sharp edges remain. 49 AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11/11 130 1 9- 32.AP9 2 SECTION 9 -32, MAILBOX SUPPORT 3 April 4, 2011 4 9 -32.2 Bracket, Platform, and Anti -Twist Plate 5 This section is revised to read: 6 7 The bracket, platform, and anti -twist plate shall be 16 gage sheet steel, conforming to 8 ASTM A1011 or ASTM A1008. 9 10 9- 33.AP9 11 SECTION 9 -33, CONSTRUCTION GEOSYNTHETIC 12 April 5, 2010 13 9- 33.4(3) Acceptance Samples 14 The third paragraph is revised to read: 15 16 Samples from the geosynthetic roll will be taken to confirm the material meets the 17 property values specified. Samples will be randomly taken at the job site by the 18 Contractor in accordance with WSDOT T 914 in the presence of the Project Engineer. 19 20 The first sentence in the sixth paragraph is revised to read: 21 22 For each geosynthetic roll that is tested and fails the Project Engineer will select two 23 additional rolls from the same lot for sampling and retesting. The Contractor shall 24 sample the rolls in accordance with WSDOT T 914 in the presence of the Project 25 Engineer. 26 27 9- 34.AP9 28 SECTION 9 -34, PAVEMENT MARKING MATERIAL 29 January 3, 2011 30 31 9 -34.1 General 32 The item `High VOC Solvent Based Paint' is deleted. 33 34 9 -34.2 Paint 35 In the first paragraph, the first sentence is revised to read: 36 37 White and yellow paint shall comply with the Specifications for low VOC solvent based 38 paint or low VOC waterborne paint. 39 40 9- 34.2(1) High VOC Solvent Based Paint 41 This section is including title is revised to read: 42 43 9- 34.2(1) Vacant 44 AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11/11 131 1 9- 35.AP9 2 SECTION 9 -35, TEMPORARY TRAFFIC CONTROL MATERIALS 3 January 4, 2010 4 9 -35.0 General Requirements 5 In the first paragraph, the item "Truck Mounted Attenuator" is revised to read "Transportable , 6 Attenuator ". 7 8 In the second paragraph, the third sentence is revised to read: 9 10 Unless otherwise noted, Requests for Approval of Material (RAM) and Qualified 11 Products List (QPL) submittals are not required. 12 13 9 -35.12 Truck- Mounted Attenuator 14 This section including title is revised to read: 15 16 9 -35.12 Transportable Attenuator 17 Transportable attenuators are Truck - Mounted Attenuators (TMA) or Trailer- Mounted 18 Attenuators (TMA - trailer). The transportable attenuator shall be mounted on, or 19 attached to a host vehicle with a minimum weight of 15,000 pounds and a maximum 20 weight in accordance with the manufacturer's recommendations. Ballast used to obtain 21 the minimum weight requirement, or any other object that is placed on the vehicle shall 22 be securely anchored such that it will be retained on the vehicle during an impact. The 23 Contractor shall provide certification that the transportable attenuator complies with 24 NCHRP 350 Test level 3 requirements. Lighter host vehicles proposed by the 25 Contractor are subject to the approval of the Engineer. The Contractor shall provide the 26 Engineer with roll -ahead distance calculations and crash test reports illustrating that the 27 proposed host vehicle is appropriate for the attenuator and the site conditions. ' 28 29 The transportable attenuator shall have a chevron pattern on the rear of the unit. The 30 standard chevron pattern shall consist of 4 -inch yellow stripes, alternating non - reflective 31 black and retro - reflective yellow sheeting, slanted at 45 degrees in an inverted W" with 32 the "V" at the center of the unit. 33 34 This section is supplemented with the following new sub - sections: 35 36 9- 35.12(1) Truck - Mounted Attenuator 37 The TMA may be selected from the approved units listed on the QPL or submitted using 38 a RAM. 39 40 The TMA shall have an adjustable height so that it can be placed at the correct 41 elevation during usage and to a safe height for transporting. If needed, the Contractor 42 shall install additional lights to provide fully visible brake lights at all times. 43 44 9- 35.12(2) Trailer- Mounted Attenuator 45 The TMA - trailer may be selected from the approved units listed on the QPL or 46 submitted using a RAM. 47 48 If needed, the Contractor shall install additional lights to provide fully visible brake lights 49 at all times. 50 AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK ' Revised: 7/11 /11 132 1 9- 35.12(3) Submittal Requirements 2 For transportable attenuators listed on the QPL, the Contractor shall submit the QPL 3 printed page or a QPL Acceptance Code entered on the RAM (WSDOT Form 350- 4 071 EF) for the product proposed for use to the Engineer for approval. The Contractor 5 shall submit a RAM for transportable attenuators not listed on the QPL. 6 AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 7/11/11 133 APPENDIX B CITY OF YAKIMA STANDARD DETAILS G: \PROJECTS \2011 \11072 \Hines Addition Final Specs.doc Z'. v i io w O O z Q io L� io SECTION A -A of �-� City Of Yakima Engineering Division 129 North Second Street .� 0 Yakima, Washington 24" OPENING CAST -IRON FRAME & COVER PER SPECIFICATIONS ADJUSTMENT SECTION(S) SHALL BE GROUTED. I PRECAST ECCENTRIC CONE SECTION 48" STANDARD SLOPE I I I I _ a f PRECAST SECTION PRECAST SECTION BASE SLOPE 0.10' DROP IN CHANNELS : ACROSS MANHOLE SECTION B -B City of Yakima - Standard Detail SANITARY SEWER MANHOLE S1 NOT TO SCALE Revision 05 -2010 NOTES: I 1 PRECAST ADJUSTMENT SECTIONS SHALL BE LEVELED ��� I A � A WITH GROUT ONLY. SECTIONS SHALL BE FINISH GROUTED �� �\ INSIDE AND OUT AND SHALL BE INSPECTED BY THE CITY ENGINEER PRIOR TO BACKFILL. NO WOOD SHIMS SHALL BE i ALLOWED. I I FLOW I 2. PIPES TO BE GROUTED IN PLACE. GROUT SHALL BE �- NON - GYPSUM TYPE GROUT AS APPROVED BY THE CITY \ ENGINEER. 1 3. NO PRIVATE LINE CONNECTIONS SHALL BE MADE INTO \\ MANHOLES. PLACE MANHOLE 4 BASE IS TO BE CAST -IN -PLACE UTILIZING CL 4000 OPENING OVER ( STEPS y CONCRETE. B PLAN VIEW Z'. v i io w O O z Q io L� io SECTION A -A of �-� City Of Yakima Engineering Division 129 North Second Street .� 0 Yakima, Washington 24" OPENING CAST -IRON FRAME & COVER PER SPECIFICATIONS ADJUSTMENT SECTION(S) SHALL BE GROUTED. I PRECAST ECCENTRIC CONE SECTION 48" STANDARD SLOPE I I I I _ a f PRECAST SECTION PRECAST SECTION BASE SLOPE 0.10' DROP IN CHANNELS : ACROSS MANHOLE SECTION B -B City of Yakima - Standard Detail SANITARY SEWER MANHOLE S1 NOT TO SCALE Revision 05 -2010 z 2-; 2 l� co M PLACE MANHOLE OPENING OVER STEPS e 48" FLAT TOP SLAB e 12" TYP 6" e 48" d. d e d ° e °e e ° d Q0 L A d 6" City Of Yakima Engineering Division 129 North Second Street �e;;;,� +••• Yakima, Washington GROUT ALL JOINTS AND VOIDS MAX. PIPE SIZE 21" d ° d• a 4 ° e d e ° de _CAST IN PLACE BASE - CL 4000 CONCRETE City of Yakima - Standard Detail SEWER SHALLOW MANHOLE NOT TO SCALE Revision 05 -2010 S2 a # # # # # 4 4 # # # # # # # # }J #} ## i }JJ } # # } } SUBGRADE PLACE AND COMPACT CRUSHED SURFACING TOP COURSE _�jF CLASS 3000 CEMENT CONCRETE FULL DEPTH OF SECTION SLOPE 1/4 INCH PER FOOT AWAY FROM COVER. J } } } } } # J # # # # # } J } # } } } 1 J # J SUBGRADE City Of Yakima Engineering Division 129 North Second Street �s,;,,� +••• Yakima, Washington 1 1/2" CLASS "G" ASPHALT ASPHALT PAVEMENT 12" # } # # } } } } }JJJ i #}J # J BASE 6" GROUT ALL JOINTS WITH NON - GYPSUM GROUT. SMOOTH INSIDE BARREL PAVED AREAS GRAVEL SURACING 12" T6" CONCRETE PERIMETER SEAL SHALL EXTEND 6" BELOW ADJUSTMENT RINGS UNPAVED AREAS City of Yakima - Standard Detail MANHOLE ADJUSTMENT NOT TO SCALE Revision 11 -2010 S3 x /— SEE DETAIL R24 FOR TRENCH PATCHING SUITABLE EARTH FOUNDATION (SEE NOTE) NATIVE MATERIAL SHALL BE USED FOR BACKFILL UNLESS OTHERWISE DIRECTED BY THE ENGINEER. CRUSHED SURFACING TOP COURSE SHALL BE USED FOR BEDDING MATERIAL UNLESS OTHERWISE DIRECTED BY THE ENGINEER. UNSUITABLE FOUNDATION MATERIAL SHALL BE REPLACED WITH GRAVEL BACKFILL FOR FOUNDATIONS CLASS B. Of �. City Of Yakima City of Yakima - Standard Detail Engineering Division TYPICAL TRENCH SECTION 129 North Second Street ;;;�� +•••• Yakima, Washington NOT TO SCALE Revision 05 -2010 S4 EXCAVATION PAYMENT LINE FOR PIPES 15 INCHES AND UNDER LD + 30 INCHES io 00 �� g� �0 N SUITABLE EARTH FOUNDATION (SEE NOTE) NATIVE MATERIAL SHALL BE USED FOR BACKFILL UNLESS OTHERWISE DIRECTED BY THE ENGINEER. CRUSHED SURFACING TOP COURSE SHALL BE USED FOR BEDDING MATERIAL UNLESS OTHERWISE DIRECTED BY THE ENGINEER. UNSUITABLE FOUNDATION MATERIAL SHALL BE REPLACED WITH GRAVEL BACKFILL FOR FOUNDATIONS CLASS B. Of �. City Of Yakima City of Yakima - Standard Detail Engineering Division TYPICAL TRENCH SECTION 129 North Second Street ;;;�� +•••• Yakima, Washington NOT TO SCALE Revision 05 -2010 S4 Z PLAN VIEW J ~ 18" #4 REBAR BURIED 6 " -12" MIN SLOPE - v�il BELOW FINISH GRADE TIED WI IN MARKER TAPE NOTES 1. SIDE SEWER CONNECTIONS NEW SANITARY SEWER MAINS SHALL BE MADE WITH TEES OR WYES AS DIRECTED ALL CONNECTIONS TO THE STUBS AND EXISTING SEWER MAINS SHALL BE MADE WITH "RIGID TYPE" COUPLERS. ANY DEVIATIONS FROM THIS SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO USE.. 2. WHERE DEPTH IS INSUFFICIENT TO ALLOW CONNECTION AS SHOWN, CONNECT SERVICE AS DIRECTED BY ENGINEER. 3. ALL SIDE SEWER MATERIALS SHALL BE PVC SEWER PIPE CONFORMING TO THE REQUIREMENTS OF SECTION 7 -18.2 OF THE STANDARD SPECIFICATIONS. 4 TERMINATE SIDE SEWER AT R/W LINE UNLESS OTHERWISE DIRECTED BY THE ENGINEER OR OTHERWISE ON PLANS. 5. MINIMUM SLOPES ARE AS FOLLOWS: 4" DIA. PIPE = 0.02 ft/ft 6" DIA. PIPE = 0.01 ft/ft 6. BACKFILL WITHIN THE RIGHT OF WAY SHALL BE CRUSHED SURFACING TOP COURSE FULL DEPTH AS DIRECTED BY THE ENGINEER. 7. BACKFLOW PREVENTER REQUIRED ON ALL CONNECTIONS 22 1/2° OR 45° BENDS DETECTABLE MARKER TAPE AS REQUIRED PER STD SPECS ? PLACE 12" ABOVE ENTIRE LENGTH OF SIDE SEWER PLUG OR CAP 45' AS REQUIRED TYI SECTION A -A TEE -V City Of Yakima Engineering Division 129 North Second Street 'Ra,;;,m +•'• Yakima, Washington G9��c°s OBSTRUCTION TEE -WYE \ IN THIS AREA 2212 MIN SLOPE - SEE NOTE CONNECTION AT OBSTRUCTION City of Yakima - Standard Detail SIDE SEWER CONNECTION NOT TO SCALE Revision 05 -2010 S5 18• r FINISHED GRADE MINIMUM 1jf 1 1/2 'CLASS 'G' ASPHALT CLASS 3000 APPROVED SEWER CEMENT CONCRETE CLEANOUT FRAME 8 COVER 8' RISER CONTROL DENSITY FILL STAINLESS STEEL SEWER PIPE DROP PIPE STRAP AND FITTINGS SIZE SIZE 4„ $„ SAME AS PIPE TO BE CUT FLUSH ENTRANCE PIPE AND GROUTED. 10" - 15" 8" SLOPE TO MANHOLE 18" - 27" 12" PVC CROSS 18" STAINLESS STEEL WATERTIGHT FLEXIBLE 30" - 42" STRAP AND FITTINGS GASKET A -LOK OR EQUAL 46" - 54" 24" CONTROL DENSITY FILL STAINLESS STEEL STRAP AND FITTINGS q WATERTIGHT FLEXIBLE GASKET A -LOK OR EQUAL FLOW NOTES: 1 USE OF DROP MANHOLE BY CITY APPROVALONLY 2. BACKFILL OF STRUCTURES, MANHOLES AND DROP -PIPES SHALL BE IN ACCORDANCE WITH SECTION 2 -09 OF THE WSDOT STANDARD SPECIFICATION AND BE BACKFILLED IN 24" LIFTS AND THEN COMPACTED UTILIZING CSTC MATERIAL NOT TO EXCEED 5/8" IN SIZE. 3 PIPE INLET TO BE 24" MINIMUM BELOW CONE SECTION OF THE MANHOLE OR AS DIRECTED BY THE CITY ENGINEER PIPE INLET TO BOTTOM OF MANHOLE SHALL NOT EXCEED 72" UNLESS APPROVED BY THE CITY ENGINEER. 4 STAINLESS STEEL STRAPPING SHALL CONSIST OF STAINLESS UNISTRUT WITH UNISTRUT AROUND PIPE OR STAINLESS STEEL U -BOLT, FLAT WASHERS, AND HEX NUTS OR AS APPROVED BY THE CITY ENGINEER. VERTICAL SPACING SHALL NOT EXCEED 36" BETWEEN SUPPORTS. 5. INSTALL FLEX COUPLING TO ALLOW FOR REMOVAL, CLEANING AND RE- ROUTING OF DIRECTIONAL ELBOW ELBOW TO REST ON THE MANHOLE FLOW CHANNEL AND BE GLUED TO STANDPIPE. 6• CITY INSPECTOR MUST BE PRESENT DURING PLACEMENT, ATTACHMENT AND COMPACTION OF MATERIALS IN EACH INSTANCE. 7 REMOVABLE SLIP -ON PVC CAP TO BE INSTALLED AT THE CITY ENGINEERS DISCRETION. Or City Of Yakima City of Yakima - Standard Detail Engineering Division 0 129 North Second Street SEWER DROP MANHOLE S 6 •a�,;;,;; Yakima, Washington NOT TO SCALE Revision 05 -2010 YAKIMA PRECAST METER BOX #110 CONTROL DENSITY FILL NATIVE MATERIAL FREE FROM ROCKS FINISHED SURFACE CONSISTENT W/ SURROUNDING GRADE. 3' -2" MOUNDING NOT ALLOWED. 1 / 1 i l ♦ ♦ ♦ ♦ ♦ + + + + • + • + • + + + ..t f f f + Q7 + + + + f ♦ ♦ + + - 2" FORCEMAIN T + ♦ + ` + ` r ` ` f T 4" SEWER SADDLE 8" PVC SEWER PIPE CRUSHED SURFACING TOP COURSE SECTION A B 4' -0" 1. 0.. MIN. + + + + ....... .. ♦ ♦ ♦ ♦ ♦ + + f r ♦ + + + • + + + t + f +t `r + + � 4 "x2" REDUCER 4" WYE TEE w/ CAP - 4" 11 1/4' ELBOW 4" DECELERATION PIPE �--� B �� A VARIES VALVE BOX COVER 1' -6" TYP. I TYP. TYP. TYP. SAND COLLAR CONNECTION A 8" WYE TEE w /CAP AND THREADED PLUG 8" PVC PIPE @ 0.04 FT /FT MIN. EXISTING MANHOLE 6" TYP 6" TYP NATIVE MATERIAL FREE FROM ROCKS + + s °d r++ + O + + t + ti , + r • f ` ` CRUSHED SURFACING 00 +` +` +` +' +'.`.`.',' ♦ ++ TOP COURSE T SECTION B * ** THIS MANIFOLD CAN ONLY BE USED AFTER RECIEVING CITY ENGINEER APPROVAL FOR EACH CASE *** of � City Of Yakima City of Yakima - Standard Detail Engineering Division 129 North Second Street SPECIAL SEWER MANIFOLD S7 Yakima, Washington NOT TO SCALE Revision 5 -2010 A SERVI FRO BUILDI A" PLAN VIEW NOTES i r; 24" DIA. CAST -IRON FRAME & COVER PER SPECIFICATIONS 3. 4 a ° 5 �U) a• U 24" DIA. PRECAST SECTION z ° STANDARD BASE SMOOTH Q INSIDE BARREL 6 o= 0- FORM A CONCRETE 0 0 •' CHANNEL IN BOTTOM OF FLOW • a MANHOLE . CAST IN PLACE CD ° BASE CL 4000 CONCRETE SECTION A -A City Of Yakima Engineering Division 129 North Second Street 'R+ee; ;� +• Yakima, Washington MANHOLES SHALL BE STANDARD REINFORCED CONCRETE SECTIONS 24" 1 D x 4' -0" IF MORE THAN ONE SECTION IS USED, INSTALL RAMNEK AT JOINTS.NO STEPS UNLESS THE DEPTH EXCEEDS 4' AND APPROVED BY THE CITY ENGINEER. INSTALL RAMNEK SEAL UNDER COVER FRAME ENTIRELY AROUND MANHOLE. SAMPLIG PORT IS TO BE LOCATED WITHIN CITY RIGHT -OF -WAY AND IN A LOCATION WHERE IT CAN BE ACCESSED AT ANY TIME. NO OTHER APPARATUS SHALL BE INSTALLED IN THE SAMPLING PORT MANHOLE. SAMPLING PORT MANHOLE LID SHALL NOT BE OF A BOLT DOWN TYPE BUT SHALL BE CAST IRON ONLY AS APPROVED BY THE CITY ENGINEER. 0 10' DROP IN CHANNELS ACROSS MANHOLE City of Yakima - Standard Detail SAMPLING MANHOLE NOT TO SCALE Revision 2 -2009 aQ• M Of . City Of Yakima City of Yakima - Standard Detail Engineering Division SHALLOW SAMPLING MANHOLE S9 129 North Second Street •e;;;;m Yakima, Washington NOT TO SCALE Revision 2 -2009 PAVEMENT VALVE BOX 2.5' SEE NOTE 3 TEE 5" STORZ COUPLING GROUND LINE 6" RESILENT SEAT GATE VALVE SEE NOTE 1 SEE NOTE 1 6" CLASS l Y 52 D.I.P. 3' MIN. CLEARANCE FROM OBSTRUCTIONS SPECIFIED HYDRANT _L DRAIN HOLE SHALL NOT BE COVERED O ' 12'x12 "x6" CONC. BLOCK SEE NOTE 1 UNDISTURBED EARTH 0.25 C.Y. GRAVEL UNDISTURBED EARTH DRAIN 1 1/2" ROUND WASHED ROCK NOTES 1 ROMAC "GRIP RING" MECHANICAL JOINT ACCESSORY KITS SHALL BE USED ON ALL MECHANICAL JOINT CONNECTIONS FROM TEE TO HYDRANT. 2. MINIMUM HYDRANT DEPTH IS 5 FEET. THIS DISTANCE MAY INCREASE WHEN HYDRANTS ARE INSTALLED ON DISTRIBUTION MAIN SIZES LARGER THAN 6 INCHES IN DIAMETER, 3. CONNECTION TO WATER MAIN CAN ALSO BE MADE WITH TAPPING VALVE AND SLEEVE. (NOT SHOWN) wl HYDRANT ASSEMBLY NTS City of Yakima — Engineering Division I O z w w APPROVED: 7.9 99 CITY OF YAKIMA - STANDARD DETAIL HYDRANT ASSEMBLY W1 FINISHED GRADE —J z GATE OR BUTTERFLY VALVE (GATE VALVE SHOWN) /— CAST IRON LID UPPER SECTION SLIDING TYPE C.I. VALVE BOX (RICH MODEL 940 —B, 18 INCHES HIGH) LOWER SECTION (RICH MODEL R -36, 36 INCHES HIGH) NOTES 1. PROVIDE EXTENSION PIECE WHERE REQUIRED FOR VALVE BOX. (RICH MODEL 044, 12 INCHES HIGH) 2. VALVE SIZE AND ENDS AS SPECIFIED OR INDICATED ON THE PLANS. rw-2'* WATER VALVE BOX �TsCity of Yakima — Engineering Division APPROVED: 7.9.99 CITY OF YAKIMA - STANDARD DETAIL WATER VALVE BOX I W2 SEE DETAIL R24 FOR TRENCH PATCHING UNDISTURBED EARTH COMPACTED BACK FILL BEDDING MATERIAL SHALL MEET THE REQUIREMENTS OF CLASS 'C' PER SECTION 9 -03.18 UNLESS THE ENGINEER DETERMINES THAT CONDITIONS REQUIRE ANOTHER CLASS. NOTES 1. ACTUAL SLOPE OF TRENCH SIDES TO BE DETERMINED BY THE CONTRACTOR TO FIT THE METHOD OF CONSTRUCTION AND ALL SAFETY REQUIREMENTS. 2. MECHANICAL COMPACTION SHALL BE REQUIRED FOR ALL TRENCHES. w3 TYPICAL TRENCH SECTION NTS City of Yakima — Engineering Division EXCAVATION LIMIT 18" OVER 18" 24" I.D. 0 n CO U CL 12" UP TO 12" Z 24" I.D. % c o iD 08 O 0 O o�0000 �o N °� o UNDISTURBED EARTH COMPACTED BACK FILL BEDDING MATERIAL SHALL MEET THE REQUIREMENTS OF CLASS 'C' PER SECTION 9 -03.18 UNLESS THE ENGINEER DETERMINES THAT CONDITIONS REQUIRE ANOTHER CLASS. NOTES 1. ACTUAL SLOPE OF TRENCH SIDES TO BE DETERMINED BY THE CONTRACTOR TO FIT THE METHOD OF CONSTRUCTION AND ALL SAFETY REQUIREMENTS. 2. MECHANICAL COMPACTION SHALL BE REQUIRED FOR ALL TRENCHES. w3 TYPICAL TRENCH SECTION NTS City of Yakima — Engineering Division APPROVED: 4 -18 -02 CITY OF YAKIMA - STANDARD DETAIL TYPICAL TRENCH SECTION I W3 in N 2 VALVE & VALVE BOX III 5' 1 I� VALVE & VALVE BOX TEE or CROSS VALVE & VALVE BOX HYDRANT VALVE & VALVE BOX CONCRETE CURB & GUTTER 11' VARIES L LOCATE HYDRANT PER PLANS. NOTE 1. INFORMATION AS TO TYPE OF FITTINGS, PIPE ETC... HAVE BEEN PURPOSELY REMOVED TO CLARIFY THE LOCATION OF WATER RELATED STRUCTURES. SEE INDIVIDUAL DETAILS FOR ADDITIONAL INFORMATION. w4 TYPICAL INTERSECTION LAYOUT NTS City of Yakima — Engineering Division N W Of Q APPROVED: 7.9.99 CITY OF YAKIMA - STANDARD DETAIL TYPICAL INTERSECTION LAYOUT W4 2" SCH. 80 PVC & FITTINGS 2" DOUBLE STRAP SERVICE SADDLE I z o a a CONCRETE BLOCKING (SEE PLUG DETAIL) COMPLETE VALVE BOX TO BE SUPPLIED AND — INSTALLED BY CONTRACTOR w 0 0 z in 2" x 6" BRASS 4 MIP NIPPLE 2" DOUBLE STRAP SERVICE SADDLE PLAN VIEW UPPER SECTION OF VALVE BOX (RICH MODEL 940 —B) VENTED PVC PLUG ---- 2" SCH. 80 PVC (PE x MIP) LENGTH AS REQ'D 2" CURB VALVE WITH STOP /WASTE (FIP x PJ) � • uw i 0.25 CY DRAIN ROCK LENGTH VARIES ELEVATION VIEW 2' 0 4" m in. — 12" max. 2" FIP ADAPTER -III� -III.= \-45* BEND �2" SCH. 80 PVC 45' BEND APPROVED: 6 -28 -07 CITY OF YAKIMA - STANDARD DETAIL [TYPICAL BLOW OFF ASSEMBLY I W5 �t �N�ft J .a (L) /2 i 7 7 77 10* F >'41r � SIDE VIEW (TYPICAL ALL BLOCKING) (D) PLUG (USE MECH. CAP [—FOR SLIP JOINT PIPE. SQUARE STEEL PLATE 1/4" THICK (L) PLUGS & CAPS yj 1:i:l11►1 NOTES 1. FORM CONCRETE TO ALLOW REMOVAL OF BOLTS. 2. ALL FITTINGS AND /OR PIPE MAKING DIRECT CONTACT WITH CONCRETE SHALL BE WRAPPED WITH 4 MIL. POLYETHYLENE SHEETING PRIOR TO PLACEMENT OF CONCRETE. 3. (D) IS NOMINAL PIPE DIAMETER. THE TABLE OF END AREAS IS BASED ON AN ALLOWABLE SOIL BEARING PRESSURE OF 1500 psf. THE ENGINEER SHALL DETERMINE THE REQUIRED END AREAS. 4. ALL CONCRETE IS TO BE CLASS "B" CONCRETE AND IS TO BE POURED IN PLACE. MINIMUM END AREAS PIPE SIZE (D) TEES & PLUGS 45' BENDS 22 1/2' BENDS 6" 5.1 sq. ft. 3.9 sq. ft. 2.0 sq. ft. 8" 8.8 sq. ft. 6.7 sq. ft. 3.4 sq. ft. 10" 14.3 sq. ft. 11.0 sq. ft. 5.6 sq. ft. 12" 20.4 sq. ft. 15.7 sq. ft. 7.9 sq. ft. 14" 27.7 sq. ft. 21.2 sq. ft. 10.7 sq. ft. 16" 35.8 sq. ft. 27.5 sq. ft. 13.9 sq. ft. we TYPICAL CONCRETE BLOCKING NTS City of Yakima — Engineering Division APPROVED: 7.9.99 CITY OF YAKIMA - STANDARD DETAIL I TYPICAL CONCRETE BLOCKING I W6 TYPE "A" BLOCKING FOR 11 1/4', 22 1/2', 30' VERTICAL BENDS DIA. (VB) (S) (d) (L) 4" 11 1/4 0.2' 5/8" 1.5' 221 2 2.2' 2.0' 30 2.6' 6" 11 1/4 2.2' 5/8" 2.0' 221 2 2.9' 30 3.5' 8" 111 4 2.5' 5/8" 2.0' 22 1/2 3.6' 30 4.1' 3/4" 2.5' 12" 11 1/4 31 5/8* 2.0' 22 1/2 4.5' 7/8" 3.0' 30 5.1' 16" 11 1/4 4.1' 7/8" 3.0' 22 1/2 5.7' 1 1/8- 4.0' 30 6.5' 1 1 4" 20" 11 1/4 4.5' 7/8" 3.0' 221 2 6.1' 1 1/4- 4.0' 30 1 6.9' 1 318" 4.5' 24" 1/4 5.0' 1" 3.5' L22 6.8' .3 1 8" 4.5' ±30 7.9' 1 5/8" 1 5.5' TYPE "B" BLOCKING FOR 45' VERTICAL BENDS DIA. (VB) (S) I (d) (L) 4" 45 3.1' 5/8" 2.0' 6" 4.1' 8" 5.0' 12" 6.1' 3/4" 2.5' 16" 7.8' 1 1/8" 4 0' 20" 8.2' 1 1/4" 24" 9.4' 1 3/8" 4.5' DIAMETER OF HOLE EQUAL TO THE DIAMETER OF RESTRAINT ROD PLUS 1/8 ". POLLARD UNDERGROUND CLAMP OR APPROVED EQUAL (VB) d In .d (d) d "T% • d d ' \; (S) TYPE "A" BLOCKING (FOR VERTICAL BENDS OF 30' OR LESS) POLLARD UNDERGROUND /I_ CLAMP OR APPI EQUAL (S) TYPE "B" BLOCKING (FOR 45" BENDS) NOMINAL PIPE DIAMETER AS PER TABLES ABOVE POLLARD UNDERGROUND CLAMP CONCRETE VERTICAL BEND BLOCKING City of Yakima - Engineering Division B) APPROVED: 7.9.99 CITY OF YAKIMA - STANDARD DETAIL VERTICAL BEND BLOCKING I W7 OUTLET OF VENT MUST BE SCREENED 90' BEND M IP x CTS 1" DIA, x 6" BRASS NIPPLE 1" RIGHT ANGLE METER BALL VALVE 1" METER ADAPTER •a . - IP x THREADS 0 CLEAN GRANULAR MATERIAL o TO DISPERSE WATER 1" TYPE K COPPER LINE OR CROSS LINKED POLYETHYLENE STANDARD METER COVER RING & LIDS Z_ X Q � g VAL MATIC MODEL 201C OR EQUAL. COMBINATION AIR – VACUUM VALVE. — 1" DIA- x 3" BRASS NIPPLE — 18' DIA, 80 PIP PVC PIPE APPROXIMATELY 32" LONG. — 1 "x1 "x1" BRASS TEE — 2" DI A. PIPE OF A LENGTH TO SUPPORT A/V ASSEMBLY BRICK FOR SUPPORT BASE. NOTE 1. BLOW OFF ASSEMBLY AND TILE TO BE SET BEHIND CURB LINE OR BACK OF SIDEWALK I" CORPORATION BALL VALVE w8 AIR- VACUUM RELIEF VALVE NTS City of Yakima – Engineering Division APPROVED: 8.29.01 CITY OF YAKIMA - STANDARD DETAIL AIR - VACUUM RELIEF VALVE I W8 CITY OF YAKIMA STANDARD PREFABRICATED COVER SECTION d .-- 1' x 5' DIA. CONCRETE WELL CURBS 2" THICK EXTRUDED 3" COMPOUND METER [POLYSTYRENE BOARD SEE NOTE 3" FL x FL 3" FL x FL 90- BEND r 90 BEND ' I a 3" R.S. GATE VALVE 4" D.I. SERVICE LINE---7 4" MJ x 3" FL REDUCER, ROMAC GRIP RING ACCESSORY KIT REQUIRED 3" FL x FL TEE ROMAC GRIP RING 1 1/2" x 7VALVE ACCESSORY KIT REQUIRED BRASS N AT MAIN VALVE 1 1/2" 1 1/2" x 7" . BRASS NIPPLE z N 3" R.S. GATE VALVE I �-5' LENGTH OF 4" D.I. PIPE TB�OTTOM WELL CURB SECTION TO BE SET N CONCRETE BLOCKS AND NOTCHED TO MAINTAIN TWO (2) INCHES CLEARANCE OVER THE SERVICE LINE 4" MJ x 3" FL REDUCER, ROMAC GRIP RING ACCESSORY KIT REQUIRED 3" FL x FL x MJ TEE NOTE 1. 3" COMPOUND METER SHOWN. IF LARGER THAN 3" COMPOUND METER IS USED, RESIZE THE SERVICE LINE, 90' BENDS, GATE VALVES AND TEES TO TO APPROPRIATE SIZE AND DELETE THE REDUCERS. / w" \COMPOUND METER INSTALLATION NTS City of Yakima — Engineering Division CITY OF YAKIMA - STANDARD DETAIL APPROVED: 7.9 99 COMPOUND METER INSTALL I W9 CITY OF YAKIMA STANDARD PREFABRICATED COVER SECTION 1' x 4' DIA. CONCRETE WELL CURBS TYPE K COPPER OR CROSS . LINKED POLYETHELENE TUBING — FLOW 2" THICK EXTRUDED POLYSTYRENE BOARD HOLE TO READ METER COPPER METER SETTERS SHALL BE EQUIVALENT TO EITHER FORD #VBB66- 27B -44 OR # VBB77- 27B -44, 1 1/2' OR 2- RESPECTIVELY 5' MIN. BOTTOM WELL CURB SECTION TO BE SET ON CONCRETE BLOCKS AND NOTCHED TO MAINTAIN TWO (2) INCHES CLEARANCE OVER WATERLINES -1 1 1 2" & 2" METER INSTALLATION NTS City of Yakima — Engineering Division Z in APPROVED: 7.9.99 CITY OF YAKIMA - STANDARD DETAIL 1 1/2" & 2" METER INSTALLATION W10 30" OPENING d < 00 E-- e DCA'S MAY BE SINGLE OR PARALLEL CL INSTALLATIONS RANGING IN SIZE FROM o 2 1/2" THROUGH 10 ". THE SIZE >- OF THE VAULT IS DETERMINED BY ° THE DCA CONFIGURATION USED. m `n z < d 6 I d n a_ LLI r v OPEN BOTTOM 12' -0" x 6' -9" OR 8' -0" x 5' -2" INSTALL REQUIREMENTS FOR DCA'S City of Yakima — Engineering Division APPROVED: 7.9 99 CITY OF YAKIMA • STANDARD DETAIL INSTALL REQ. FOR DCA'S I W11 ° 6 BRASS PIPING BALL VALVE a. 3/4 DOUBLE CHECK VALVE 30" OPENING 00 F- s DDCA'S MAY BE SINGLE OR PARALLEL w INSTALLATIONS RANGING IN SIZE FROM o 2 1/2" THROUGH 10 ". THE SIZE OF THE VAULT IS DETERMINED BY : ° THE DDCA CONFIGURATION USED. m in '`BRASS PIPING BALL VALVE 12' -0" x 6' -9" \-- OPEN BOTTOM 5/8 x 3/4 METER READ —OUT IN ft3 OR 8' -0" x 5' -2" INSTALL REQUIREMENTS FOR DDCA'S City of Yakima — Engineering Division al z r� CL r v APPROVED: 7.9.99 CITY OF YAKIMA • STANDARD DETAIL INSTALL REQ. FOR DDCKS W12 5' STEEL LINE POST SET AT END OF CURB STOP TOP TO BE 4 TO 6 INCHES BELOW THE SURFACE EXISTING STREET SELECT BACK FILL WATER MAIN SERVICE LINE — TYPE K COPPER OR CROSS LINKED �� POLYETHYLENE � \\ BALL VALVE CURB STOP ---\ CTS INLET x IP 1 OUTLET CURB ST R/W SET CURB STOP TO PERMIT INSTALL OF RISER IN PUBLIC RIGHT OF WAY 3/4" & 1" SERVICE LINE w/o METER City of Yakima — Engineering Division APPROVED: 7.9.99 CITY OF YAKIMA - STANDARD DETAIL 3/4" & 1" SERVICE LINE W13 CITY OF YAKIMA STANDARD METER COVER & RING FURNISHED BY THE CITY AT CONTRACTORS EXPENSE 36" x 18" DIA. WHITE 80 PIP RISER ANGLE BALL VALVE ALL BACKFILL MATERIALS SHALL BE COMPACTED PRIOR TO SETTING THE METER TILE 2 "x8 "x16" PATIO BLOCK (TYP) 16 GAUGE INSULATED SOLID COPPER TRACING WIRE STRAPPED TO CROSS LINKED POLYETHYLENE & CONNECT TO CORP. COCK WHEN USING CROSS LINKED POLYETHYLENE, ATTACH PIPE TO 5' METAL POST W/ NYLON ZIP —TIES. ANGLE METER ADAPTER i— FINISHED GROUND 1 1/2" THICK EXTRUDED POLYSTYRENE INSULATION BOARD W/ HOLE TO READ METER N DIELECTRIC COUPLING REQUIRED WHEN USING METALLIC PIPE 11 — _rlE9 5' OUT LEG REQUIRED W/ FITTING z in NOTES 1. USE CROSS LINKED POLYETHYLENE OR TYPE K COPPER 2. WHEN USING CROSS LINKED POLYETHYLENE A BENDING SUPPORT MUST BE USED AT ALL 90' BENDS 3. WHEN USING CROSS LINKED POLYETHYLENE AN INTERNAL TUBING STIFFENER MUST BE USED ON ALL FITTINGS 4. ALL BENDS TO BE MADE WITH COPPER TUBING BENDER 5/8", 3/4" & 1" METER INSTALLATION City of Yakima — Engineering Division APPROVED: 7.9.99 CITY OF YAKIMA - STANDARD DETAIL 1 5/8 ", 3/4" & 1" METER INSTALL I W14 TAPS FOR 1 1/2" AND 2" DIA. SERVICES SHALL BE MADE UTILIZING A TWO STRAP TAPPING SADDLE, HAVING IP THREADS. TAPPING SHALL BE DONE WITH A MULLER MODEL D -5 TAPPING MACHINE ALL IN ACCORDANCE WITH THE INSTRUCTIONS INCLUDED WITH SAID TAPPING MACHINE. APPROX. PARALLEL TO FINISHED SURFACE NOTES 1. ALL CORPORATION STOPS SHALL BE BALL VALVES TAPS FOR 3/4" AND 1" DIA. SERVICES SHALL BE MADE UTILIZING A MULLER MODEL B -101 TAPPING MACHINE. THREADS SHALL BE CC. TAPS SHALL BE IN ACCORDANCE WITH THE INSTRUCTIONS INCLUDED WITH SAID TAPPING MACHINE. TAPPING PROCEDURE DETAIL City of Yakima — Engineering Division APPROVED: 7.9.99 CITY OF YAKIMA - STANDARD DETAIL I TAPPING PROCEDURE DETAIL I W15 W16 6" AMETEK LID — - STRAIGHT METER ADAPTER PLASTIC IRRIGATION BOX N 3/4" – 2" METER n:x TO DCVA —i 6" PVC PIPE L FIPxSLIP PVC COUPLING ANGLE BALL VALVE STRAIGHT CURB STOP CURB STOP METER x PJ STOP /WASTE PJxFIP FLOW —i- 90' MIPxPJ ELBOW COPPER OR CROSS LINKED POLYETHYLENE NOTE 1. ALL FITTINGS ARE TO BE BRASS. 3/4" & 2" IRRIGATION METER SET City of Yakima – Engineering Division APPROVED: 7 9.99 CITY OF YAKIMA - STANDARD DETAIL 3/4" & 2" IRRIG. METER SET I W17 CITY OF YAKIMA STANDARD PREFABRICATED COVER SECTION d d < • d e 1' x 5' DIA. CONCRETE TA WELL CURBS STRAINER TURBINE METER 3" R. S. GATE 3" R.S. GATE VALVE VALVE DCVA V FLOW — III I BOTTOM WELL CURB SECTION TO BE SET �— ON CONCRETE BLOCKS AND NOTCHED TO MAINTAIN TWO (2) INCHES CLEARANCE OVER THE SERVICE LINE NOTE 1. ROMAC GRIP RING /RESTRAINERS TO BE INSTALLED ON ALL MECHANICAL JOINT FITTINGS 2. 3" TURBINE METER SHOWN. IF LARGER THAN 3" TURBINE METER IS USED, RESIZE THE SERVICE LINE, 90' BENDS, GATE VALVES AND TEES TO APPROPRIATE SIZE AND DELETE THE REDUCERS. 3. DCVA IS REQUIRED WHEN SERVICE IS FOR IRRIGATION ONLY. i:S' & LARGER TURBINE METER SET City of Yakima — Engineering Division Z M LO APPROVED: 7.9.99 CITY OF YAKIMA - STANDARD DETAIL 3" TURBINE METER SET I W18 12" # 3 BARS (TYP) NOTE JOINTS MAY BE FORMED DURING INSTALLATION USING A RIGID DIVIDER OR BETWEEN JOINTS (TYp SAW CUT AFTER CONCRETE CURES TO 1 ) MINIMUM STRENGTH. 12" 12„ EXTRUDED CURB 10" 2 1/2" 5" 2 1/2" 1/2" R 1/2" R — 1" R io � 1" R — #3 REBAR @ 10' O C e �, z a CEMENT CONCRETE EXTRUDED CURB FLOW LINE 1/2" R 16" R 1/2" R 19 "•R t �' io •° . %a, 13" 11" TAPER 12" i TO ZERO —_{I EXPANSION JOINT —�. ; • L 36" CURB TERMINAL END FLOW LINE 25" 11" 1/2" R 1/2" R 9/16" a CEMENT CONCRETE VALLEY GUTTER CEMENT CONCRETE ROLLED CURB NOTES: 1. WSDOT CLASS 3000 CONCRETE WITH COARSE AGGREGATE GRADING NO. 5. 2. EXCAVATION LIMITS ARE 6" BEHIND AND 6" IN FRONT FOR REMOVING AND REPLACING EXISTING CURB & GUTTER. 3. ROLLED CURB MAY BE PERMITTED ALONG RESIDENTIAL ROADWAYS ONLY AND MUST BE APPROVED BY THE CITY ENGINEER. Of City Of Yakima City of Yakima - Standard Detail Engineering Division CEMENT CONCRETE CURB 129 North Second Street ;;;� ••' • Yakima, Washington NOT TO SCALE Revision 11 -2008 R1 I R/W R/W 10, 10, S = 0.03 ft/ft S = 0.03 ft/ft ..... ...... .... ................ ...... .. .................. COMPACTED SUB GRADE OATHMA CL. 1/2" PG 64-28 (COMPACTED DEPTH) 0.50- CSBC (COMPACTED DEPTH) 20' ALLEY SECTION q 5. - 1 5. 1 �� --'S = 0.02 FT/FT I .1L . ..... ... .... .......... COMPACTED SUB GRADE GEOTEXTILE FABRIC MEMBRANE 0.25'HMA CL. 3/8" PG 64-28 (COMPACTED DEPTH) 0.33' CSTC (COMPACTED DEPTH) PEDESTRIAN PATHWAY SECTION of City Of Yakima Engineering Division 129 North Second Street Yakima, Washington City of Yakima - Standard Detail MISCELLANEOUS SECTIONS NOT TO SCALE Revision 11-2008 FIOX R/W R[W VARIES (45' -50') VARIES (45' -50') T (MIN) VARIES (33'- 35.5') VARIES (33'- 35.5') 7' MIN 12' (MIN) CBD 12' (MIN) CBD S = 0.02 ft/ft S = 0.02 ft/ft y y . .............. ...................... ...:.....:::.................. ............................... ...........:......:...:..: •. :••:•..:.:.:.�.::::. •.:::....... ............. ............................... ..... . y '•fie ' y .....� •.. 0.5' (MIN) -- JII 0.5' (MIN) COMPACTED SUB GRADE 0.17' HMA CL. 112" PG 64 -28 (COMPACTED DEPTH) 0 17' CSTC (COMPACTED DEPTH) 0.33' ATB (COMPACTED DEPTH) 1.00' CSBC (COMPACTED DEPTH) 0.17' CSTC (COMPACTED DEPTH) PRINCIPAL ARTERIAL SECTION RM RNA/ VARIES (30' -40') VARIES (30' -40') T (MIN) VARIES (20.0'- 31.0') VARIES (20 0' -31 0') 5' (MIN) 12' (MIN) CBD 12' (MIN) CBD S = 0.02 fUft S = 0.02 ft/ft y lc� Gtr ..... .........� �'y� •.. 0.5' (MIN) �-- 0.5' (MIN) COMPACTED SUB GRADE 71.00' 0 17' HMA CL. 1/2" PG 64 -28 (COMPACTED DEPTH) 0 17' CSTC (COMPACTED ' ATB (COMPACTED DEPTH) .BC (COMPACTED DEPTH) 0 17' CSTC (COMPACTED DEPTH) MINOR ARTERIAL SECTION R/W VARIES (25' -30') VARIES (25' -30') R/W 5' MIN VARIES (14.5'- 20.0') VARIES (14.5' -20 0') 5' MIN 12' (MIN) CBD 12' (MIN) CBD _ S = 0.02 ft/ft S = 0.02 ft/ft �Y� RYA ................ KA..L �C' vJfYl+�� y www 'Y/" s�y 4ti�atr 0.5' (MIN) �- 0.5' (MIN) COMPACTED SUB GRADE 0 17' HMA CL. 1/2" PG 64 -28 (COMPACTED DEPTH) 0 17' CSTC (COMPACTED DEPTH) 0.33' ATB (COMPACTED DEPTH) 0 .17' CSTC (COMPACTED DEPTH) 0.50' CSBC (COMPACTED DEPTH) COLLECTOR ARTERIAL SECTION R/W 25, 25 R/W 5' MIN VARIES (12.5' - 17.0') VARIES (12.5'- 17.0') 5' MIN S= 0.02fUft S= 002fUft _ ::::: :.... y ' ` 'Ye" %,�, —y 111 0.5' (MIN) COMPACTED SUB GRADE 0.5' (MIN) 0 17' CSTC (COMPACTED DEPTH) 0 17' HMA CL. 1/2" PG 64 -28 (COMPACTED DEPTH) 0.50' CSBC (COMPACTED DEPTH) 0.17' CSTC (COMPACTED DEPTH) RESIDENTIAL SECTION OF � City Of Yakima City of Yakima - Standard Detail 1 Engineering Division ROADWAY SECTIONS R3 129 North Second Street •�,;,,;; +•' • Yakima, Washington NOT TO SCALE Revision 11 -2008 i WIDTH PER YMC 8 64 070 SEE PLANS II i I� PREFERRED RAMP CONFIGURATION CONCRETE COMMERCIAL APPROACH COLD JOINT (TYP) 0 - �1.. � 9R F�OTti ,. 6' s A0>0 RAISED CURBING MAY CONTINUE INTO SITE. VALLEY GUTTER / FLOW LINE 0.5' CEMENT CONCRETE - L__-- - - --I- M MIN. 0.25' CSTC (COMPACTED DEPTH) SECTION A COLD JOINT (TYP) MIN. 0.17' CSTC (COMPACTED DEPTH) 0.5' CEMENT CONCRETE RESIDENTIAL APPROACH NOTES 1. CURB & GUTTER, VALLEY GUTTER, & CONCRETE APPROACH SHALL BE SEPARATED BY 3/8" THICK EXPANSION JOINT MATERIAL. 2. THIS DETAIL INDICATES GENERAL CONFIGURATION REQUIREMENTS FOR COMMERCIAL DRIVEWAY APPROACHES. STYLE AND LOCATION OF HANDICAP RAMPS WILL DEPEND UPON SITE CONDITIONS AND SHALL BE CONSTRUCTED ACCORDING TO THE SPECIFIC PROJECT SITE PLAN APPROVED BY THE CITY ENGINEER. 3. WSDOT CLASS 3000 CONCRETE WITH COARSE AGGREGATE GRADING NO. 5. 4. DUE TO THE MINIMUM SIZE RADIUS OF 15' SPECIAL CONSIDERATIONS NEED TO BE MADE TO ALLOW FOR ADA REQUIREMENTS ON THE RAMPS. 15' RADIUS DESIGNS MUST BE SUBMITTED AND APPROVED BY THE CITY ENGINEER PRIOR TO CONSTRUCTION. or ?�� City Of Yakima Engineering Division 129 North Second Street 1 Yakima, Washington City of Yakima - Standard Detail DRIVEWAY APPROACHES NOT TO SCALE Revision 11 -2008 W. THROUGH JOINTS ON EACH SIDE OF AND AROUND EACH UTILITY APPURTENANCE. FOR HANDICAP RAMP SIZE AND POSITION, SEE APPLICABLE STANDARD DETAILS. SIDEWALK JOINTING SEE PLANS COLD JOINT S = 0.02 ft/ft V � - 0.5' CEMENT CONCRETE COMPACTED SUBGRADE 0 17' MIN. CSTC (COMPACTED DEPTH) 6" SIDEWALK SECTION COLD JOINT S = 0.02 ft/ft k.— 0.33' CEMENT CONCRETE COMPACTED SUBGRADE 0.17' MIN. CSTC (COMPACTED DEPTH) 4" STANDARD SECTION NOTES 1. THROUGH JOINTS WITH 3/8" JOINT MATERIAL SHALL BE PLACED AT 20' INTERVALS OR MATCH EXISTING CURB JOINTS. 2. 1 1/2" DEEP DUMMY JOINTS SHALL BE SCORED INTO THE CONCRETE AT ALTERNATING 10' INTERVALS. 3. "V" GROOVES SHALL BE PLACED AT 5' INTERVALS. 4. ALL JOINTS, "V" GROOVES, AND EDGES SHALL BE FINISHED WITH AN EDGER HAVING A 1/4" RADIUS. 5. SEE PLANS FOR WIDTH AND POSITION OF SIDEWALK. 6. WSDOT CLASS 3000 CONCRETE WITH COARSE AGGREGATE GRADING NO. 5. Of Y.� City Of Yakima City f Yakima - Standard Detail Engineering Division Y �. CEMENT CONCRETE SIDEWALK R5 129 North Second Street •e•;;,;;�•••• Yakima, Washington NOT TO SCALE Revision 03 -2011 EXISTING NEW CONCRETE CURB & GUTTER--, A 20' EXIT MATCH EXISTING CURB & GUTTER NEW CONCRETE CURB GUTTER & SIDEWALK I A 100, PLAN VIEW 10, PREFERRED NEW CONCRETE SIDEWALK (MATCH WIDTH OF EXISTING SIDEWALK) SEE NOTE #3 SECTION A \ \ \•: • EXISTING MATCH EXISTING CURB & GUTTER PAVEDINVERT SAW CUT EXISTING PAVEMENT & TACK NOTES 1. PREFERRED CONSTRUCTION OF TURNOUT SLOPE IS TO REVERSE SLOPE BACK TONEW PAVED INVERT. SLOPING TURNOUT TO MAINTAIN ROADWAY CROWN SLOPE SHALL BE USED WITH CITY ENGINEERS APPROVAL ONLY. APPROVAL IS BASED UPON ADEQUATE DRAINAGE FOR THE TURNOUT. 2. THIS DETAIL INDICATES GENERAL CONFIGURATION REQUIREMENTS FOR BUS TURNOUTS. FINAL DESIGN WILL DEPEND UPON SITE CONDITIONS AND SHALL BE CONSTRUCTED ACCORDING TO THE SPECIFIC PROJECT PLAN APPROVED BY THE CITY ENGINEER. 3. SPECIFIC DETAILS FOR TYPES AND DEPTHS OF MATERIALS FOR CONSTRUCTION OF THE BUS TURNOUT ARE LOCATED ON ASSOCIATED STANDARD DETAILS. FOR PAVEMENT REQUIREMENTS SEE THE APPROPRIATE ROADWAY SECTION BASED UPON ROAD CLASSIFICATION. ' of ?.. City Of Yakima �. Engineering Division 129 North Second Street Yakima, Washington City of Yakima - Standard Detail BUS TURNOUT NOT TO SCALE Revision 2 -2011 -A EXISTING PAVEMENT - DEPTH VARIES ASPHALT CONCRETE PATCH LIMITS 10' EXCAVATION 1.0' 1 10' APPLY CSS -1 & SAND TO SEAL THE SURFACE JOINTS. APPLY CSS -1 TO EDGES OF REPAIR SECTION AND TO SURFACE OF CONCRETE, IF OVERLAYED I P ALTERNATE BACK SLOPE AT CONTRACTORS OPTION AND AT NO ADDITIONAL COST TO THE CITY OF YAKIMA HMA CL. 1/2" PG 64 -28 @ 1.5 TIMES DEPTH OF EXISTING ASPHALT 0.25' MIN. (COMPACTED DEPTH in 2 EQUAL LIFTS) 0.5' CSBC (COMPACTED DEPTH) ASPHALT CONCRETE SURFACING EXISTING SURFACE - DEPTH VARIES GRAVEL SURFACE PATCH LIMITS 1.0' 1 EXCAVATION 1.0' 1 1,01 LANE 1/1w I I ALTERNATE BACK SLOPE AT CONTRACTORS /�- OPTION AND AT NO ADDITIONAL COST TO THE CITY OF YAKIMA 0.17' CSTC (COMPACTED DEPTH) GRAVEL SURFACING UNSURFACED AREAS EXISTING GROUND PATCH LIMITS EXCAVATION 10' 1.0 F (MIN) LINE yr, I ++ + + + + + + + + + ++ + + + + + + ++ + + + + + + + + + + + ++ ALTERNATE BACK SLOPE AT OPTION AND T NO ADDITIONAL COST TO THE CITY OF YAKIMA 1.0' MIN. (COMPACTED DEPTH) NATIVE MATERIAL FREE FROM ROCKS OVER 2 INCH. STORE IN STOCKPILE WHEN REMOVED DURING TRENCHING. UNSURFACED AREAS NOTES 1. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SURFACE RESTORATION INCLUDING WIDER REPAIR SECTIONS RESULTING FROM ALTERNATE BACK SLOPE AT TRENCH SIDES. 2. CONTRACTOR SHALL BE AWARE THAT GEO- TEXTILE - FABRIC MAYBE REQUIRED BY THE ENGINEER IN CERTAIN APPLICATIONS. City Of Yakima Engineering Division 129 North Second Street ,;;,;; �•' Yakima, Washington City of Yakima - Standard Detail TYPICAL SURFACING NOT TO SCALE Revision 11 -2008 R7 M MONUMENT CASE TO BE SATHER MFG. CO. #2022 OR APPROVED EQUIVALENT O 3/16" WIDE BEAD, 1/8" HIGH MONUMENT CASE MONUMENT CAS 1 1/2" CLASS "G" ASPHALT (COMPACTED DEPTH) r , 6" CLASS 3000 CONCRETE CRUSHED SURFACING TO BE PLACED AFTER PLACEMENT OF J MONUMENT CASE SUFFICIENT TO SECURE MONUMENT 2" ALUMINUM, BRONZE OR BRASS SURVEY CAP 5/8" REBAR - 24" LENGTH MIN. SECTION NOTES 1. MONUMENT TO BE PLACED AFTER FIRST LIFT. 2. TOP OF MONUMENT CASE SHALL BE 1" BELOW TOP OF FIRST LIFT. 3. MONUMENT CASE TO BE PLACED AFTER FINAL LIFT OF ASPHALT. 4. IN UNIMPROVED ROADS, THE MONUMENT CASE SHALL BE SET WITH THE TOP OF THE CASE 6" BELOW EXISTING GRADE. 5. WSDOT CLASS 3000 CONCRETE WITH AGGREGATE GRADING NO. 5. City Of Yakima �.' Engineering Division 129 North Second Street ' ��,;�, �••• Yakima, Washington City of Yakima - Standard Detail SURVEY MONUMENT NOT TO SCALE Revision 11 -2008 .• • ADJUSTABLE FOR 1 1/4" THROUGH 2" PIPE C� RESIDENTIAL LUMINAIRE TANKO LIGHTING - COBRA HEAD E W -38 70 -2 501 M- 50 -1 -T3- F L 1 -2 -5 B G T MAX. I HANDHOLE BOND I QUICK DISCONNECTS (STD. J -BOX SPEC. 9-29.7) I+ I 1 1" MAX. Z 1 "CHAMFER N #4 HOOPS AT V -0" CENTERS 2" SCHD 40 PVC CONDUIT 1 EIGHT #7 BARS_, EVENLY SPACED PORTLAND CEMENT CONCRETE CL. 3000 (SEE - POLE FOUNDATION DETAIL) 5/8"x 10' -0" COPPER -CLAD GROUND WIRE ADJUSTABLE FOR 1 1/4" THROUGH 2" PIPE �� .-)�_. . ARTERIAL LUMINAIRE BETA LED #STR- LWY- 3M- 12- C -UL -SV 2" NPS,SCH. 40,2 3/8" O.D TENON 8' (TYP.) OR AS SPECIFIED 3"� DAVIT ARM 6063 -T6 ALUM. TAPERED 6" X 3 1/2"X 188" WALL, SATIN GROUND FINISH, 80 GRIT RADIUS= 5' -9" SLIPOVER JOINT, -SHAFT INSERTED 12" INTO DAVIT ARM, (2) 5/8" X 7" LG. S/S HEX HEAD BOLTS, -NUTS, FLATS & LOCK WASHERS LOCK THE ASSEMBLY ELIMINATE INSULATED GROUNDING BUSHING INSTALL COMPLETE WITH BOLT COVERS 2" NOM. GROUT PAD WITH 1/2" DRAIN HOLE 6063 -T6 ALUM SHAFT TAPERED — FLUSH W/ SIDEWALK 8"X 6"X.250 WALL SATIN —� 11 II I f -11 114 // 4T�f K I I t s v° d ° ° 4 4 3' SQUARE OR ROUND GROUND FINISH, 80 GRIT 4"X 6" FLUSH HANDHOLE CAN S/S HARDWARE & GROUND WIRING CAST ALUM. SHOEBASE (COMPLETE) STREET LIGHT BASE SHALL BE FLUSH WITH SIDEWALK AND /OR CURB SIDEWALK CURB —� Nf� ° POLE PLACEMENT ADJACENT TO SIDEWALK OR AS APPROVED BY CITY ENGINEER A NOTE: 1. All WORK AND MATERIALS SHALL CONFORM TO THE NATIONAL ELECTRICAL CODE (NEC). 2. JUNCTION BOX, CONDUIT AND CONSTRUCTION METHODS SHALL BE PER WSDOT - TYPE 1 UNLESS OTHERWISE SPECIFIED AND APPROVED BY THE CITY ENGINEER. 3. ALL ELECTRICAL CONDUIT SHAL BE A MINIMUM OF 2" DIA. AND MAINTAIN 24" MINIMUM COVER. SWEEPS AND PLAN LOCATION SHALL BE PER POWER COMPANY AND SHALL BE DETAILED ON THE PLANS PRIOR TO APPROVAL. 4 ALL SERVICE CONNECTIONS WETHER INDIVIDUAL OR MULTIPLE POLES SHALL BE PEDESTAL MOUNT ONLY SERVICE CONNECTIONS SHALL NOT BE ALLOWED TO BE ATTACHED TO THE POLE. 5. SERVICE PEDESTALS SHALL BE METERED 6 LUMINAIRE SHALL BE LEVELED IN BOTH DIRECTIONS AFTER POLE IS PLUMBED O� �-� City Of Yakima Engineering Division 129 North Second Street ''�e;;;;;m +•• Yakima, Washington City of Yakima - Standard Detail STREET LIGHT NOT TO SCALE Revision 7 -2011 E1 I 1/2" LEVEL ROUT PAD H PAPER ALL AROUND )EWALK 4 d 020" BASE 15 "BOLT CIRCLE 011" ACCESS DOOR OPENING 3" BOLT PROJECTION BOLT CIRCLE 3' -0' (4) 3/4"0 ANCHOR BOLTS @ 12 -112" B.C. WITH 3" PROJECTION. -FORM TOP 6-,1' - 6" ROUND & LEVEL !1'1 1 ;DAON — 2' -6 "HIGH 3TC FOUNCL. 3ETE T-4 2 12 (3) 4 HOOPS 5 /8' x 10' - 0' BARS d d d COPPER -CLAD GROUND WIRE a J -BOX NOTE: 1 All WORK AND MATERIALS SHALL CONFORM TO THE NATIONAL ELECTRICAL CODE (NEC). 2. JUNCTION BOX, CONDUIT AND CONSTRUCTION METHODS SHALL BE PER WSDOT - TYPE 1 UNLESS OTHERWISE SPECIFIED AND APPROVED BY THE CITY ENGINEER. 3. ALL ELECTRICAL CONDUIT SHAL BE A MINIMUM OF 2" DIA. AND MAINTAIN 24" MINIMUM COVER. SWEEPS AND PLAN LOCATION SHALL BE PER POWER COMPANY AND SHALL BE DETAILED ON THE PLANS PRIOR TO 2'- 6" l APPROVAL. 4. ALL SERVICE CONNECTIONS WETHER INDIVIDUAL OR MULTIPLE POLES SHALL BE PEDISTAL MOUNT ONLY SERVICE CONNECTIONS SHALL NOT BE ALLOWED TO BE ATTACHED TO THE POLE. 5. POLE, BASE, AND LIGHT FIXTURE AS MANUFACTURED BY HOLOPHANE COMPANY. City Of Yakima Engineering Division 129 North Second Street �`ae,,;;;; +•' Yakima, Washington City of Yakima - Standard Detail ORNAMENTAL LIGHT NOT TO SCALE Revision 7 -2011 E2 4 BOLT GALVANIZED STEEL BASE PLATE REMOVABLE BASE COVER (2 PIECE) "v ? N 2" SCHEDULE 40 PVC CONDUIT(S) EXTEND 5" ABOVE BASE AND ANGLE END TOWARD HANDHOLE IN POLE. d d 5/8" x 10' COPPER WELD GROUND ROD (SERVICE POLE ONLY) POLE FOUNDATION 4 GALVANIZED STEEL ANCHOR BOLTS WITH DOUBLE NUTS AND DOUBLE WASHERS. ANCHOR BOLTS SHALL EXTEND 4 1/2" ABOVE CONCRETE BASE. BOLT CIRCLE DIMENSIONS AND ANCHOR BOLT SIZE SHALL BE SUBMITTED BY POLE MANUFACTURER. REINFORCING STEEL BARS REQUIRED 8 NO 7 BARS VERTICAL. EVENLY SPACED AROUND PERIMETER. 8 -NO 4 HOOPS AT 12" ON CENTERS. 3" MINIMUM CONCRETE COVER. REBAR SHALL NOT BE WELDED of ?�-� City Of Yakima City �.. .�- y of Yakima - Standard Detail Engineering Division SIGNAL POLE FOUNDATION 129 North Second Street '�eq„m�•' Yakima, Washington NOT TO SCALE Revision 7 -2011 E3 5" x 7" OVAL HANDHOLE WITH REMOVABLE COVER /— FINISHED GRADE CEMENT CONCRETE ANCHOR 36" DIA. 8' x II I DEPTH. FORM 24" SQUARE x 4" DEPTH AT TOP d OF BASE (CHAMFER EDGES). GROUT • °• ' BETWEEN ANCHOR BASE AND BASEPLATE �< �� ^> AFTER POLE IS PLUMB AND SECURED 'dJ •. . III � lil..� ' d d 5/8" x 10' COPPER WELD GROUND ROD (SERVICE POLE ONLY) POLE FOUNDATION 4 GALVANIZED STEEL ANCHOR BOLTS WITH DOUBLE NUTS AND DOUBLE WASHERS. ANCHOR BOLTS SHALL EXTEND 4 1/2" ABOVE CONCRETE BASE. BOLT CIRCLE DIMENSIONS AND ANCHOR BOLT SIZE SHALL BE SUBMITTED BY POLE MANUFACTURER. REINFORCING STEEL BARS REQUIRED 8 NO 7 BARS VERTICAL. EVENLY SPACED AROUND PERIMETER. 8 -NO 4 HOOPS AT 12" ON CENTERS. 3" MINIMUM CONCRETE COVER. REBAR SHALL NOT BE WELDED of ?�-� City Of Yakima City �.. .�- y of Yakima - Standard Detail Engineering Division SIGNAL POLE FOUNDATION 129 North Second Street '�eq„m�•' Yakima, Washington NOT TO SCALE Revision 7 -2011 E3 d �< d d 5/8" x 10' COPPER WELD GROUND ROD (SERVICE POLE ONLY) POLE FOUNDATION 4 GALVANIZED STEEL ANCHOR BOLTS WITH DOUBLE NUTS AND DOUBLE WASHERS. ANCHOR BOLTS SHALL EXTEND 4 1/2" ABOVE CONCRETE BASE. BOLT CIRCLE DIMENSIONS AND ANCHOR BOLT SIZE SHALL BE SUBMITTED BY POLE MANUFACTURER. REINFORCING STEEL BARS REQUIRED 8 NO 7 BARS VERTICAL. EVENLY SPACED AROUND PERIMETER. 8 -NO 4 HOOPS AT 12" ON CENTERS. 3" MINIMUM CONCRETE COVER. REBAR SHALL NOT BE WELDED of ?�-� City Of Yakima City �.. .�- y of Yakima - Standard Detail Engineering Division SIGNAL POLE FOUNDATION 129 North Second Street '�eq„m�•' Yakima, Washington NOT TO SCALE Revision 7 -2011 E3 STREET LIGHT METERED SERVICE PEDESTAL 2" SCHD 40 PVC CONDUIT c is c — _ = f— CONDUIT PER POWER INN COMPANY .... ..................... ........ ................ ................. A q UU �....' .. ........... .. . .... . . . .. WSDOT•TYPE 1 . . . . JUNCTION'BOX STREET LIGHT PLAN VIEW 100 AMP METERED SERVICE PEDESTAL AS MANUFACTURED BY TESCO CONTROLS OR MILBANK MANUFACTURING OR APPROVED BY THE CITY ENGINEER. J -BOX 2" SCHD.'440 \PVC CONDUIT _ 5/8" x 10' -0" COPPER -CLAD GROUND WIRE SECTION A NOTE: 1. All WORK AND MATERIALS SHALL CONFORM TO THE NATIONAL ELECTRICAL CODE (NEC). 2. JUNCTION BOX, CONDUIT AND CONSTRUCTION METHODS SHALL BE PER WSDOT - TYPE 1 UNLESS OTHERWISE SPECIFIED AND APPROVED BY THE CITY ENGINEER. 3. ALL ELECTRICAL CONDUIT SHALL BE A MINIMUM OF 2" DIA. AND MAINTAIN 24" MINIMUM COVER. SWEEPS AND PLAN LOCATION SHALL BE PER POWER COMPANY AND SHALL BE DETAILED ON THE PLANS PRIOR TO APPROVAL. 4. ALL SERVICE CONNECTIONS WETHER INDIVIDUAL OR MULTIPLE POLES SHALL BE PEDESTAL MOUNT ONLY SERVICE CONNECTIONS SHALL NOT BE ALLOWED TO BE ATTACHED TO THE POLE. 5. SERVICE PEDESTALS SHALL BE METERED. Or �� City Of Yakima Engineering Division 129 North Second Street ��„� +•'• Yakima, Washington City of Yakima - Standard Detail SERVICE LAYOUT NOT TO SCALE Revision 7 -2011 I FINISHED GRADE =ILL AND CONDUIT NG MATERIAL SHALL BE ACTED CRUSHED 4CING TOP COURSE. JLE 40 CONDUIT - tNUVVN uN THE PLANS CONDUIT TRENCH SECTION NOTE: 1. All WORK AND MATERIALS SHALL CONFORM TO THE NATIONAL ELECTRICAL CODE (NEC). 2. JUNCTION BOX, CONDUIT AND CONSTRUCTION METHODS SHALL BE PER WSDOT - TYPE 1 UNLESS OTHERWISE SPECIFIED AND APPROVED BY THE CITY ENGINEER. 3. ALL ELECTRICAL CONDUIT SHAL BE A MINIMUM OF 2" DIA. AND MAINTAIN 24" MINIMUM COVER. SWEEPS AND PLAN LOCATION SHALL BE PER POWER COMPANY AND SHALL BE DETAILED ON THE PLANS PRIOR TO APPROVAL. 4. ALL SERVICE CONNECTIONS WETHER INDIVIDUAL OR MULTIPLE POLES SHALL BE PEDESTAL MOUNT ONLY. 5. SERVICE CONNECTIONS SHALL NOT BE ALLOWED TO BE ATTACHED TO THE POLE. of �� City Of Yakima �. Engineering Division 129 North Second Street �.•;;;� +• Yakima, Washington City of Yakima - Standard Detail CONDUIT TRENCH SECTION E5 NOT TO SCALE Revision 7 -2011 APPENDIX C SAMPLE INSURANCE CERTIFICATE IG: \PROJECTS \2011 \11072 \Hines Addition Final Specs.doc ACOR©® CERTIFICATE OF LIABILITY INSURANCE DATE(;MI /20 , 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 Insurance Agent CONTACT NAME: PHONE FAX A Address LAIC No Ext A/C No), E -MAIL City, State, ZIP Code Date PRODUCER EACH OCCURRENCE CUSTOMER ID M INSURERS AFFORDING COVERAGE NAIC # _MED EXP (Any one person) INSURED Contractors Name INSURER A. ** A- VII or better admitted carrier " INSURER B: Contractors Address INSURER C. A GR GARCEV GNAJTIE INSURER D. INSURER E. INSURER F. PRODUCTS - COMPIOP AGG COVFRA(,FS CtR71FICAli- NUMHI-R_ it:eriincate NO.) RFVIRIf1f,i Kit IfARFP- Spa halnw 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. ILTR TYPE OF INSURANCE INSR SUER POLICY NUMBER (MM/ODIYYYY I MM.IDD YYYY I LIMITS A GENERAL LIABILITY X COMMERCIAL GENERAL LIABILITY 1 CLAIMS -MADE 7 OCCUR X Policy No. Date Date EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED PREMISES Ea occurre n $ 100,000 _MED EXP (Any one person) $ 51000 ^ J i _GENERAL l A GR GARCEV GNAJTIE 22,,000,,000 PRODUCTS - COMPIOP AGG _$ $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: i POLICY X PRO- LOC $ • AUTOMOBILE X LIABILITY ANY AUTO Policy No. Date Date COMBINED SINGLE LIMIT (Ea accident) $ 1,000,000 BODILY INJURY (Per person) $ ALL OWNED AUTOS BODILY INJURY (Per accident) $ SCHEDULED AUTOS PROPERTY DAMAGE (Per accident) $ HIRED AUTOS NON -OWNEO AUTOS $ • X UMBRELLA LIAR X _ OCCUR Policy 1` Date Da }e ' E LU\ l 3 C_. 0,C_iO EXCESS LIAB CLAl.SddADE . _A._C_.r. _ [AGGREGATE 1000,000 DEDUCTIBLE __. —_ — RETENTION S is A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN Policy No. Date Date WC STATU- X OTH- E.L. EACH ACCIDE_N_T_ - - -- $ 1,000,000 ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED ❑ N /A Stop Gap /Employer's Liability - $ 1,000,000 (Mandatory in NH) E.L. DISEASE - EA EMPLOYE ----- If yes, describe under DESCRIPTION OF OPERATIONS below ------ -- - - - - -- $ 1,000,000 - -' - -- E.L. DISEASE - POLICY LIMIT DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required) (Project Name and Project Number) The City of Yakima, its agents, employees, volunteers, and elected and appointed officials are additional insureds. 10 Days Notice of Cancellation due to Non - payment of Premium. 30 Days Notice for all other reasons. 11CKlIrIt11AIC r1ULLJr_M t•.ANk r_LL.AIIUN SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE City of Yakima THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 129 N. 2nd Street ACCORDANCE WITH THE POLICY PROVISIONS. Yakima, WA 98901 AUTHORIZED REPRESENTATIVE Agent Signature (This certificate replaces certificate# 1995446 issued on 11/1/2010) W 19t38 -2UU9 ACORD CORPORATION, All rights reserved ACORD 25 (2009/09) The ACORD name and logo are registered marks of ACORD COMMERCIAL GENERAL LIABILITY WN GL 49 01 09 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS -AUTOMATIC STATUS WHEN REQUIRED IN CONSTRUCTION AGREEMENT WITH YOU PRIMARY AND NONCONTRIBUTORY This endorsement modifies insurance provided under the following- COMMERCIAL GENERAL LIABILITY COVERAGE PART A. Section 11 — Who Is An Insured is amended to include as an additional insured any person or or- ganization for whom you are performing operations when you and such person or organization have agreed in writing in a contract or agreement that such person or organization be added as an addi- tional insured on your policy. Such person or or- ganization 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: 1. Your acts or omissions; or 2. The acts or omissions of those acting on your behalf; in the performance of your ongoing operations for the additional insured A person's or organization's status as an additional insured under this endorsement ends when your operations for that additional insured are com- pleted B. The Limits of Insurance applicable to the additional insured are those specified in the written 'bontract or written agreement or in the Declarations of this policy, whichever is less. These Limits of Insur- ance are inclusive of, and not in addition to Limits of Insurance shown in the Declarations. C. With respect to the insurance afforded to these additional insureds, the following additional exclu- sions apply: This insurance does not apply to: 1. "Bodily injury", "properly damage" or "personal and advertising injury" arising out of the render- ing of, or the failure to render, any professional architectural, engineering or surveying services, including: a The preparing, approving, or failing to pre- pare or approve, (naps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifica- tions; or b Supervisory, inspecticn, ChitecturaI or engineering activities. 2. "Bodily injury" or "property damage" occurring after: a. All work, including materials, parts or equip- ment furnished in connection with such work, on the project (other than service, maintenance or repairs) to be performed by or on behalf of the additional insured(s) at the location of the covered operations has been completed; or b. That portion of "your 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 subcontrac- tor engaged in performing operations for a principal as a part of the sartte:proJe_ct. D. As respects the coverage provided under this en- dorsement, Paragraph 4.b. of the Other Insurance Condition is deleted and replaced by the following: 4. Other Insurance b. Excess Insurance This insurance is excess over any other insurance naming the additional insured as an insured whether primary, excess, contin- gent or on any other basis unless the written contract or agreement described in A. above specifically requires that this insurance be provided on either a primary basis or a pri- mary and noncontributory basis. WN GL 49 01 09 Includes copyrighted material of Insurance services Office Inc. vilh its permission. Page 1 of 1 ❑ POLICY NUMBER: CPP 1009640 01 COMMERCIAL GENERAL LIABILITY CG 25 03 05 09 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. DESIGNATED CONSTRUCTION PROJECT(S) GENERAL AGGREGATE LIMIT This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Designated Construction Project(s): COVERAGE APPLIES TO CERTIFICATES OF INSURANCE REFERENCING FORM CG2503 Information required to complete this Schedule, if not shown above, will be shovm in the Declarations. A. For all sums which the insured becomes le- gate Limit for that designated construction gally obligated to pay as damages caused by project. Such payments shall not reduce "occurrences" under Section I - Coverage A, the General Aggregate Limit shown in the and for all medical expenses caused by acci- Declarations nor shell they reduce any dents under Section I - Coverage C, which other Designated Construction Project can be attributed only to ongoing operations General Aggregate Limit for any other at a single designated construction project designated construction project shown in shown in the Schedule above: the Schedule above. 1. A separate Designated Construction Proj- 4. The limits shown in the Declarations for ect General Aggregate Limit applies to Each Occurrence, Damage To Premises each designated construction project, and Rented To You and Medical Expense that limit is equal to the amount of the continue to apply. However, instead of General Aggregate Limit shown in the being subject to the General Aggregate Declarations. Limit shown in the Declarations, such 2. The Designated Construction Project Gen- limits will be subject to the applicable eral Aggregate Limit is the most we will Designated Construction Project General pay for the sum of all damages under Aggregate Limit. Coverage A. except damages because of B. For all sums which the insured becomes "bodily injury" or "property damage" legally obligated to pay as damages caused by included in the "products - completed oper- °occurrences" under Section I - Coverage A, ations hazard ", and for medical expenses and for all medical expenses caused by under Coverage C regardless of the acrid c trnd"er Sieatinn .I - •.Gousta& C. number of: jlwhid - cannaz -b@ .0r iDirted onty to ongoing a. Insureds; operations at a single designated construction project shown in the Schedule above: b. Claims made or "suits" brought; or c. Persons or organizations making 1. Any payments made under Coverage A for damages or under Coverage C' for claims or bringing "suits ". medical expenses shall reduce the amount 3. Any payments made under Coverage A available under the General Aggregate for damages or under Coverage C for Limit or the Products- completed Opera - medical expenses shall reduce the Desig- tions Aggregate Limit, whichever is ap- nated Construction Project General Aggre- plicable; and CG 25 03 05 09 ® Insurance Services Office, Inc., 2008 Page 1 of 2 Wolters Kluwer Financial Services I Uniform Forms APPENDIX D TRAFFIC CONTROL PLAN G: \PROJECTS \2011 \11072 \Hines Addition Final Specs.doc z w z m z z w W i m G20-2A END ROAD WORK ROAD \\ \\ WORKAHEAD w2o 1 LONGITUDINAL BUFFER SPACE = B POSTED SPEED (MPH) 25 30 35 40 45 50 55 60 1 65 LENGTH B (FEET) 1 155 1 200 1 250 1 305 1 360 425 495 570 1645 BUFFER DATA TYPICAL PROTECTIVE VEHICLE WITH TMA (SEE NOTE 1) VEHICLE TYPE LOADED WEIGHT 4 YARD DUMP TRUCK MINIMUM WEIGHT 15,000 LBS. SERVICE TRUCK (MAXIMUM WEIGHT SHALL BE FLAT BED, ETC. IN ACCORDANCE WITH MANU- ER—_1 FACTURER RECOMMENDATION) OROLL AHEAD STOPPING DISTANCE= 30 FEET MIN. (DRY PAVEMENT ASSUMED) C Q + •� W20-7B – OPTIONAL IF POSTED BE SPEED 40 MPH OR LESS q PREPARED + TO STOP n `i ROAD + AHEAD W20-1 ROAD `1 + WORK AHEAD 4' NOTES 1 A Protective Vehicle is recommended regardless if a Truck Mounted Attenuator (TMA) is available; a work vehicle may be used. When no TMA is used, the Protective Vehicle shall be strategically located to shield workers, with no specific Roll -Ahead distance. 2. Night work requires additional roadway lighting at flagging stations. See WSDOT Standard Specifications for additional details. 3. Extend Channelizing Device taper across shoulder — recommended. 4. Sign sequence is the same for both directions of travel on the roadway 5. Channelizing Device spacing for the downstream taper option shall be 20' O.C. 6. For signs size refer to Manual on Uniform Traffic Control Devices (MUTCD) and WSDOT Sign Fabrication Manual M55 -05. SIGN SPACING = X (1) LEGEND RURAL HIGHWAYS 60165 MPH 000' t RURAL ROADS 45155 MPH FLAGGING STATION DI SIGN LOCATION a e e CHANNELIZING DEVICES ER—_1 PROTECTIVE VEHICLE – RECOMMENDED NOTES 1 A Protective Vehicle is recommended regardless if a Truck Mounted Attenuator (TMA) is available; a work vehicle may be used. When no TMA is used, the Protective Vehicle shall be strategically located to shield workers, with no specific Roll -Ahead distance. 2. Night work requires additional roadway lighting at flagging stations. See WSDOT Standard Specifications for additional details. 3. Extend Channelizing Device taper across shoulder — recommended. 4. Sign sequence is the same for both directions of travel on the roadway 5. Channelizing Device spacing for the downstream taper option shall be 20' O.C. 6. For signs size refer to Manual on Uniform Traffic Control Devices (MUTCD) and WSDOT Sign Fabrication Manual M55 -05. SIGN SPACING = X (1) RURAL HIGHWAYS 60165 MPH 000' t RURAL ROADS 45155 MPH 500'1 RURAL ROADS & URBAN ARTERIALS 35 140 MPH 350'± RURAL ROADS, URBAN ARTERIALS, 25130 MPH RESIDENTIAL & BUSINESS DISTRICTS 200' t (2) URBAN STREETS 25 MPH OR LESS 100'±(2) ALL SIGNS ARE BLACK ON ORANGE UNLESS DESIGNATED OTHERWISE (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT -GRADE INTERSECTIONS, AND DRIVEWAYS. (2) THIS SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. FOR LOCAL AGENCY USE ONLY NOT FOR USE ON STATE ROUTES EXPIRES AUGUST 9, 2007 LANE CLOSURE WITH FLAGGER CONTROL STANDARD PLAN K- 20.40 -00 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION _ �n=oEU" r1Si �cn��n w Washington Slap U.POmm'n d Tnn,7-1m - o ;,, Iran DATUM ELEVATION W.S.D.O.T. BRASS DISK SET IN CONCRETE DECK ON NORTH FIRST STREET, NORTH YAKIMA, SR 82 LINDERCROSSING, IN THE NORTH SHOULDER ELEV: 1117.41' NGVD29 CITY OF YAKIMA HINES ADDITION PHASE 1 CITY PROJECT No. 2312 HLA PROJECT No. 11072 AUGUST 2011 SHEET INDEX SHEET 1 COVER SHEET SHEET 2 PROJECT NOTES LEGEND SHEET 3 TYPICAL SECTIONS EXISTING FEATURES NEW FEATURES SHEET 4 DRAINAGE STRUCTURE NOTES AND DETAILS SHEET 5 DEMOLITION PLAN FENCE ASPHALT P A V E M E N T : . . � , , ; : � � F . , � • ; ; ; : : - - - � . SHEETS 6 - 8 PLAN AND PROFILE SHEETS DOMESTIC WATER w « CURB AND GUTTER GAS r CEMENT CONCRETE ' ' . ' ' ' ' ' ' ' ' ' SHEET 9 DETAILS SANITARY SEWER s s SIDEWALK UTILITY POLE SIDEWALK RAMP MANHOLE O CATCH BASIN ® STORM SEWER PIPE .................... WATER VALVE 6 SEWER PIPE ----- - - - - -- FIRE HYDRANT i1 WATER PIPE .- .•.•.• –. –.. STREET LIGHT o-- ELECTRICAL CONDUIT SIGN CATCH v CATCH BASIN M ANCHOR (— JUNCTION BOX ■ CLEANOUT O STREETLIGHT ■-E PULL BOX G MANHOLE • MAILBOX A NEW SPOT ELEVATION A�39 WATER VALVE O FIRE HYDRANT JOB NUMBERJ DATE. CITY O F YAKIMA Sot North 39th Avenue p. A 11072 8-16-11 SHEET HLA Yakima, WA 98902 Q4� FILE NAMES. 1 �� DRAWING. SHEETS.dwg HINES ADDITION 509.966.'7000 PLAN: N/A OF Huibregtse ,Louman Associates, Inc. Fax 509.965.3800 359 o PROFILE. N/A PHASE 1 'reR� DESIGNED BY TDA 9 Civil Engineering ❖ Land Surveying Planning www.hlacivil.com ONAL COVER SHEET ♦ REVISION DATE ENTERED BY SSH ROJEd :X82 Z -LOCATION _._.. ' Z! wz E'N ST'- i , - - - -, w. T �- nw DATUM ELEVATION W.S.D.O.T. BRASS DISK SET IN CONCRETE DECK ON NORTH FIRST STREET, NORTH YAKIMA, SR 82 LINDERCROSSING, IN THE NORTH SHOULDER ELEV: 1117.41' NGVD29 CITY OF YAKIMA HINES ADDITION PHASE 1 CITY PROJECT No. 2312 HLA PROJECT No. 11072 AUGUST 2011 SHEET INDEX SHEET 1 COVER SHEET SHEET 2 PROJECT NOTES LEGEND SHEET 3 TYPICAL SECTIONS EXISTING FEATURES NEW FEATURES SHEET 4 DRAINAGE STRUCTURE NOTES AND DETAILS SHEET 5 DEMOLITION PLAN FENCE ASPHALT P A V E M E N T : . . � , , ; : � � F . , � • ; ; ; : : - - - � . SHEETS 6 - 8 PLAN AND PROFILE SHEETS DOMESTIC WATER w « CURB AND GUTTER GAS r CEMENT CONCRETE ' ' . ' ' ' ' ' ' ' ' ' SHEET 9 DETAILS SANITARY SEWER s s SIDEWALK UTILITY POLE SIDEWALK RAMP MANHOLE O CATCH BASIN ® STORM SEWER PIPE .................... WATER VALVE 6 SEWER PIPE ----- - - - - -- FIRE HYDRANT i1 WATER PIPE .- .•.•.• –. –.. STREET LIGHT o-- ELECTRICAL CONDUIT SIGN CATCH v CATCH BASIN M ANCHOR (— JUNCTION BOX ■ CLEANOUT O STREETLIGHT ■-E PULL BOX G MANHOLE • MAILBOX A NEW SPOT ELEVATION A�39 WATER VALVE O FIRE HYDRANT JOB NUMBERJ DATE. CITY O F YAKIMA Sot North 39th Avenue p. A 11072 8-16-11 SHEET HLA Yakima, WA 98902 Q4� FILE NAMES. 1 �� DRAWING. SHEETS.dwg HINES ADDITION 509.966.'7000 PLAN: N/A OF Huibregtse ,Louman Associates, Inc. Fax 509.965.3800 359 o PROFILE. N/A PHASE 1 'reR� DESIGNED BY TDA 9 Civil Engineering ❖ Land Surveying Planning www.hlacivil.com ONAL COVER SHEET ♦ REVISION DATE ENTERED BY SSH GENERAL PROJECT NOTES 1 ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION OF SITE IMPROVEMENTS SHALL MEET OR EXCEED THOSE OUTLINED IN THE PROJECT SPECIFICATIONS AND THE STANDARDS AND SPECIFICATIONS SET FORTH IN THE CITY OF YAKIMA ENGINEERING DIVISION REGULATIONS AND APPLICABLE STATE AND FEDERAL REGULATIONS. WHERE THERE IS CONFLICT BETWEEN THESE PLANS AND THE SPECIFICATIONS, OR ANY APPLICABLE STANDARDS, THE HIGHER QUALITY STANDARD SHALL APPLY ALL WORK WITHIN PUBLIC RIGHT OF WAY OR EASEMENTS SHALL BE INSPECTED AND APPROVED BY THE CITY OF YAKIMA. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FROM ALL APPLICABLE AGENCIES. THE CONTRACTOR SHALL NOTIFY THE CITY OF YAKIMA ENGINEERING DIVISION INSPECTOR AT LEAST 48 HOURS PRIOR TO THE START OF ANY EARTH DISTURBING ACTIVITY, OR CONSTRUCTION ON ANY AND ALL PUBLIC IMPROVEMENTS. 3. A PRECONSTRUCT10N MEETING WITH THE LOCAL JURISDICTION/ENGINEERING DIVISION, THE ARCHITECT, THE CONTRACTOR, AND INTERESTED UTILITY COMPANIES SHALL BE HELD A MINIMUM OF ONE WEEK PRIOR TO BEGINNING CONSTRUCTION. CITY INSPECTOR SHALL BE GIVEN 48 -HOURS MINIMUM NOTICE PRIOR TO THE START OF WORK. 4. THE CONTRACTOR SHALL HAVE ONE (1) SIGNED COPY OF THE APPROVED PLANS, ONE (1) COPY OF THE APPROPRIATE STANDARDS AND SPECIFICATIONS, ONE (1) SIGNED COPY OF THE GEOTECHNICAL ENGINEERING REPORT, AND A COPY OF ANY PERMITS AND EXTENSION AGREEMENTS NEEDED FOR THE JOB, ON -SITE AT ALL TIMES. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY INCLUDING, BUT NOT LIMITED T0, EXCAVATION, TRENCHING, SHORING, TRAFFIC CONTROL, AND SECURITY 6. IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR FEET OR MORE IN DEPTH THAT DOES NOT MEET THE OPEN PIT REQUIREMENTS OF WSDOT /APWA SECTION 2- 09.3(3)B, IT SHALL BE SHORED AND CRIBBED. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR WORKER SAFETY AND THE ENGINEER ASSUMES NO RESPONSIBILITY ALL TRENCH SAFETY SYSTEMS SHALL MEET THE REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT, CHAPTER 49.17 RCW. 7 IF, DURING THE CONSTRUCTION PROCESS, CONDITIONS ARE ENCOUNTERED BY THE CONTRACTOR, HIS SUBCONTRACTORS, OR OTHER AFFECTED PARTIES, WHICH COULD INDICATE A SITUATION THAT IS NOT IDENTIFIED IN THE PLANS OR SPECIFICATIONS, THE CONTRACTOR SHALL CONTACT THE ARCHITECT IMMEDIATELY 8. ALL REFERENCES TO ANY PUBLISHED STANDARDS SHALL REFER TO THE LATEST REVISION OF SAID STANDARD, UNLESS SPECIFICALLY STATED OTHERW9SE. 9. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN, IN ACCORDANCE WITH MUTCD TO THE APPROPRIATE RIGHT OF WAY AUTHORITY (CITY, COUNTY, OR STATE) 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. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THIS CONTRACT. ALL SECTIONS OF THE WSDOT /APWA STANDARD SPECIFICATIONS SECTION 1 -10, TEMPORARY TRAFFIC CONTROL, SHALL APPLY IF WORK WITHIN THE RIGHT OF WAY WILL INTERRUPT NORMAL TRAFFIC OPERATION. 11. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL LABOR AND MATERIALS NECESSARY FOR THE COMPLETION OF THE INTENDED IMPROVEMENTS SHOWN ON THESE DRAWINGS OR DESIGNATED TO BE PROVIDED, INSTALLED, CONSTRUCTED, REMOVED, AND RELOCATED UNLESS SPECIFICALLY NOTED OTHERWISE. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING ROADWAYS FREE AND CLEAR OF ALL CONSTRUCTION DEBRIS AND DIRT TRACKED FROM THE SITE. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING AS -BUILT INFORMATION ON A SET OF RECORD DRAWINGS KEPT AT THE CONSTRUCTION SITE, AND AVAILABLE TO THE CITY OF YAKIMA INSPECTOR AT ALL TIMES. THE CONTRACTOR SHALL DELIVER THESE DRAWINGS TO THE ARCHITECT AT THE COMPLETION OF THE WORK. 14. DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED FROM ANY DRAWING. IF PERTINENT DIMENSIONS ARE NOT SHOWN, CONTACT THE ARCHITECT FOR CLARIFICATION, AND ANNOTATE THE DIMENSION ON THE AS -BUILT RECORD DRAWINGS. 15. THE CONTRACTOR SHALL SEQUENCE INSTALLATION OF UTILITIES IN SUCH A MANNER AS TO MINIMIZE POTENTIAL UTILITY CONFLICTS. IN GENERAL, STORM SEWER AND SANITARY SEWER SHOULD BE CONSTRUCTED PRIOR TO INSTALLATION OF WATER LINES AND DRY UTILITIES. 16. ALL WORK WITHIN THE PUBLIC RIGHT OF WAY IS SUBJECT TO THE JURISDICTION OF THE CITY OF YAKIMA ENGINEERING DEPARTMENT STANDARD DETAILS AND SPECIFICATIONS. 17 ALL OPERATIONS CONDUCTED ON THE PREMISES, INCLUDING THE WARMING UP, REPAIR, ARRIVAL, DEPARTURE. OR RUNNING OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT, AND ANY OTHER ASSOCIATED EQUIPMENT SHALL GENERALLY BE LIMITED TO THE PERIOD AUTHORIZED BY THE CITY OF YAKIMA EVERY DAY UNLESS OTHERWISE APPROVED BY THE CITY 18. THE OWNER SHALL PERFORM MATERIALS TESTING AND QUALITY CONTROL ON THE PROJECT AND SHALL SUBMIT COPIES OF DAILY REPORTS, TEST REPORTS, PROJECT CERTIFICATIONS, AND AS- BUILTS TO THE ENGINEER. 19. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE ALL UTILITY RELOCATIONS CONSISTENT WITH THE CONTRACTOR'S SCHEDULE FOR THIS PROJECT, WHETHER SHOWN OR NOT SHOWN AS IT RELATES TO THE CONSTRUCTION ACTIVITIES CONTEMPLATED IN THESE PLANS. H L A 8oT North 39th Avenue Yaldma, WA 98902 1w5o9.966.7000 - Huibregtse, Louman Associates, Inc. Fax 509.965.3800 Civil Engineering Land Surveying- Planning I www.hlacivil.com GENERAL SITE NOTES 1 THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND /OR ELEVATION OF EXISTING UTILITIES, AS SHOWN ON THESE PLANS, IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL VERIFY PERTINENT LOCATIONS AND ELEVATIONS, ESPECIALLY AT THE CONNECTION POINTS AND AT POTENTIAL UTILITY CONFLICTS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES THAT CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. 2. THE CONTRACTOR SHALL COORDINATE AND COOPERATE WITH THE CITY OF YAKIMA AND ALL UTILITY COMPANIES INVOLVED WITH REGARD TO RELOCATIONS OR ADJUSTMENTS OF EXISTING UTILITIES DURING CONSTRUCTION AND TO ASSURE THAT THE WORK IS ACCOMPLISHED IN A TIMELY FASHION AND WITH A MINIMUM DISRUPTION OF SERVICE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL PARTIES AFFECTED BY ANY DISRUPTION OF ANY UTILITY SERVICE. 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PERTINENT LOCATIONS AND ELEVATIONS OF UTILITY CONNECTION POINTS AND UTILITY CROSSINGS. FIELD VERIFY DEPTHS BY POTHOLING PRIOR TO BEGINNING ANY NEW CONSTRUCTION TO ALLOW FOR ADJUSTMENT IN GRADE OR ALIGNMENT. NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR POTHOLING OR ADJUSTMENT OF GRADES. NOTIFY THE ENGINEER IMMEDIATELY IF CONDITIONS ARE OTHER THAN DEPICTED. 4. ALL SITE AND UTILITY CONSTRUCTION SHALL CONFORM TO THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION AS PUBLISHED BY THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION ( WSDOT) AND THE SPECIAL PROVISIONS OF THE CITY OF YAKIMA FOR PRIVATE CONSTRUCTION OF PUBLIC FACILITIES. 5. UNDERGROUND POWER, TELEPHONE, AND CABLE TV SERVICE CONDUIT LOCATIONS ARE APPROXIMATE. VERIFY STUB LOCATIONS WITH SERVING UTILITY 6. CONTRACTOR TO VERIFY WATER, SEWER, POWER, TELEPHONE, CABLE TV, AND GAS CONNECTION POINTS PRIOR TO BEGINNING ANY NEW UTILITY INSTALLATIONS. 7 CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE SITE. NO BURNING WILL BE ALLOWED. THE CONTRACTOR SHALL BE REQUIRED TO SECURE AND OPERATE HIS OWN WASTE DISPOSAL SITE AT HIS OWN EXPENSE FOR THE DISPOSAL OF ALL UNSUITABLE MATERIAL, ASPHALT, CONCRETE, DEBRIS, WASTE MATERIAL, AND ANY OTHER OBJECTIONABLE MATERIAL WHICH IS DIRECTED TO WASTE. THE CONTRACTOR SHALL COMPLY WITH THE STATE OF WASHINGTON REGULATIONS REGARDING DISPOSAL OF WASTE MATERIAL AS OUTLINED IN WAC 173 -304, SUBCHAPTER 461. 8. MAXIMUM CROSS SLOPE ON ALL SIDEWALKS SHALL BE 2%. 9. AT ALL TIMES DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTROLLING ON -SITE EROSION DUE TO WIND AND RUNOFF 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH THE REGULATIONS OF THE YAKIMA COUNTY CLEAN AIR AUTHORITY A METHOD OF DUST CONTROL DURING CONSTRUCTION SHALL BE SUBMITTED TO AND APPROVED BY THE YAKIMA COUNTY CLEAN AIR AUTHORITY A WRITTEN COPY OF THEIR APPROVAL SHALL BE PROVIDED TO THE DEVELOPER. THE CONTRACTOR SHALL DESIGNATE A PROJECT COORDINATOR FOR CONTACT DURING CONSTRUCTION REGARDING ALLEGED AIR QUALITY VIOLATIONS AND OTHER COMPLAINTS. 11 LOCATION OF ALL UNDERGROUND UTILITIES SHOWN HEREON ARE APPROXIMATE AND ARE BASED ON FIELD LOCATIONS OF ALL VISIBLE STRUCTURES SUCH AS CATCH BASINS, MANHOLES, WATER GATES, ETC., AND COMPILING INFORMATION FROM PLANS SUPPLIED BY VARIOUS UTILITY COMPANIES. ALL CONTRACTORS SHOULD CALL (509) 248 -0202 OR (800) 424 -5555 PRIOR TO ANY EXCAVATION WORK. SANITARY SEWER GENERAL NOTES 1. ALL SANITARY SEWER CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE CITY OF YAKIMA PUBLIC WORKS STANDARD SPECIFICATIONS. 2. ALL GRAVITY SANITARY SEWER LINES SHALL BE POLYVINYL CHLORIDE PIPE (PVC), ASTM D -3034 SDR 35. SEWER LINE CONSTRUCTION AND MATERIALS SHALL CONFORM TO ASTM STANDARDS AND SPECIFICATIONS. 3. DISTANCES FOR SANITARY SEWER ARE THE HORIZONTAL DISTANCES FROM CENTER OF MANHOLE TO CENTER OF MANHOLE. THEREFORE, DISTANCES SHOWN ON PLANS ARE APPROXIMATE AND COULD VARY DUE TO VERTICAL ALIGNMENT 4. RIM ELEVATIONS SHOWN ARE APPROXIMATE ONLY AND ARE NOT TO BE TAKEN AS FINAL ELEVATION. PIPELINE CONTRACTOR SHALL USE PRECAST CONCRETE ADJUSTMENT RINGS. GROUT, AND STEEL SHIMS TO ADJUST THE MANHOLE FRAME TO THE REQUIRED FINAL GRADE IN CONFORMANCE WITH THE STANDARD SPECIFICATIONS. ALL FRAMES SHALL BE ADJUSTED TO FINAL GRADE PRIOR TO THE FINAL LIFT OF ASPHALT. 5. ALL SANITARY SEWER MAIN TESTING SHALL BE ACCORDANCE WITH THE CITY OF YAKIMA PUBLIC WORKS SPECIFICATIONS. COPIES OF ALL TEST RESULTS SHALL PROVIDED TO THE ENGINEER, THE OWNER, AND THE GOVERNING AUTHORITY PRIOR TO THE START OF THE WARRANTY PERIOD. 6. COMPACTION OF ALL TRENCHES WITHIN THE PROJECT SITE MUST BE ATTAINED AND COMPACTION RESULTS SUBMITTED TO THE CITY INSPECTOR PRIOR TO FINAL ACCEPTANCE. 7 THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL EXISTING STRUCTURES AND IMPROVEMENTS DURING INSTALLATION OF SANITARY SEWER LINE. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FOLLOWING. (A) OBTAINING ALL REQUIRED PERMITS FROM THE CITY OR REGULATORY AUTHORITIES AT THE CONTRACTOR'S COST INCLUDING PERMITS REQUIRED FOR WORK WITHIN THE PUBLIC RIGHT OF WAY (B) RESTORATION OF ANY EXISTING IMPROVEMENTS INCLUDING (BUT NOT LIMITED TO) FENCES, SOD, LANDSCAPING. PAVEMENT, AND SPRINKLER SYSTEMS. (C) VERIFICATION AND PROTECTION OF ALL EXISTING UTILITIES WITHIN THE LIMITS OF CONSTRUCTION. (D) PROVIDING AS -BUILT DRAWINGS TO THE CITY AND ARCHITECT (E) ALL PERMITTING, DEVELOPMENT, LOCATION, CONNECTION, AND INSPECTION. (F) VERIFYING ALL STANDARD DETAILS CONFORM TO CURRENT CITY OF YAKIMA ENGINEERING STANDARDS AND SPECIFICATIONS. (G) OBTAINING AND UNDERSTANDING ALL CITY AND STATE STANDARDS AND SPECIFICATIONS PERTAINING TO THE CONSTRUCTION OF SANITARY SEWER IMPROVEMENTS. 9. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS NECESSARY FOR CONSTRUCTION OR INSTALLATION OF ALL PROPOSED IMPROVEMENTS SHOWN. 10. THE CONTRACTOR SHALL POTHOLE THE EXISTING SEWER MAIN AND PROVIDE AN AS -BUILT ELEVATION OF THE MAIN TO THE ENGINEER PRIOR TO ANY NEW CONSTRUCTION. 11 SANITARY SEWER PIPES SHALL BE BEDDED IN ACCORDANCE WITH TRENCH SECTION DETAIL. STORM SEWER GENERAL NOTES 1 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FOLLOWING: (A) OBTAINING ALL REQUIRED PERMITS FROM THE CITY OR ANY REGULATORY AUTHORITY AT THE CONTRACTOR'S COST INCLUDING PERMITS REQUIRED FOR WORK WITHIN THE PUBLIC RIGHT OF WAY (B) RESTORATION OF ANY EXISTING IMPROVEMENTS INCLUDING (BUT NOT LIMITED TO) FENCES, SOD, LANDSCAPING, PAVEMENT, AND SPRINKLER SYSTEMS. (C) VERIFICATION AND PROTECTION OF ALL EXISTING UTILITIES WITHIN THE LIMITS OF THE PROJECT. (D) PROVIDING AS -BUILT DRAWINGS TO THE CITY AND ARCHITECT (E) ALL PERMITTING, DEVELOPMENT, CONNECTION, LOCATION INSPECTION, AND TESTING FEES REQUIRED FOR STORM SEWER CONSTRUCTION. (F) SCHEDULING ALL REQUIRED INSPECTION. 2. ALL STORM SEWER CONSTRUCTION SHALL BE IN CONFORMANCE WITH CITY OF YAKIMA ENGINEERING STANDARDS AND SPECIFICATIONS AND DRAWINGS. 3. DISTANCES FOR STORM SEWER ARE THE HORIZONTAL DISTANCES FROM CENTER OF MANHOLE OR INLET TO CENTER OF MANHOLE OR INLET. THEREFORE, DISTANCE SHOWN ON PLANS ARE APPROXIMATE AND COULD VARY DUE TO VERTICAL ALIGNMENT. 4. RIM ELEVATIONS SHOWN ARE APPROXIMATE ONLY AND ARE NOT TO BE TAKEN AS FINAL ELEVATION. PIPELINE CONTRACTOR SHALL USE PRECAST CONCRETE ADJUSTMENT RINGS, GROUT, AND STEEL SHIMS TO ADJUST THE MANHOLE FRAME TO THE REQUIRED FINAL GRADE IN CONFORMANCE WITH CITY OF YAKIMA ENGINEERING STANDARD SPECIFICATIONS. ALL FRAMES SHALL BE ADJUSTED TO FINAL GRADE PRIOR TO THE FINAL LIFT OF ASPHALT. 5. COMPACTION OF ALL TRENCHES WITHIN THE PROJECT SITE MUST BE ATTAINED AND COMPACTION RESULTS SUBMITTED TO THE ENGINEER PRIOR TO FINAL ACCEPTANCE. 6. STORM DRAIN PIPE MAY BE REINFORCED CONCRETE PIPE (RCW) CLASS 111; PVC, SDR 35; OR HOPE, SMOOTH INTERIOR, UNLESS NOTED OTHERWISE. 7 ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT 8. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING LIDS. MANHOLES IN UNPAVED AREAS SHALL BE 6 INCHES ABOVE FINISH GRADE. ALL STORM SEWER LIDS SHALL BE LABELED "STORM." 9. ALL STORM STRUCTURES SHALL HAVE, AT A MINIMUM, A 1 -FOOT SUMP TO CATCH AND TRAP SEDIMENT UNLESS OTHERWISE NOTED. 10. CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATION OF ALL EXISTING STORM SEWER STRUCTURES, PIPES, AND ALL UTILITIES PRIOR TO CONSTRUCTION. 11. STORM SEWERS SHALL BE BEDDED IN ACCORDANCE WITH THE TRENCH SECTION DETAIL. CITY OF YAKIMA HINES ADDITION PHASE 1 PROJECT NOTES SHEET 2 OF 9 JOB NUMBER. DATE. 11072 B -16 -11 FILE NAMES. DRAWING. SHEETS.dwg PLAN: N/A PROFILE. N/A DESIGNED BY- TDA REVISION DATE ENTERED BY- SSH STORM SEWER GENERAL NOTES 1 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FOLLOWING: (A) OBTAINING ALL REQUIRED PERMITS FROM THE CITY OR ANY REGULATORY AUTHORITY AT THE CONTRACTOR'S COST INCLUDING PERMITS REQUIRED FOR WORK WITHIN THE PUBLIC RIGHT OF WAY (B) RESTORATION OF ANY EXISTING IMPROVEMENTS INCLUDING (BUT NOT LIMITED TO) FENCES, SOD, LANDSCAPING, PAVEMENT, AND SPRINKLER SYSTEMS. (C) VERIFICATION AND PROTECTION OF ALL EXISTING UTILITIES WITHIN THE LIMITS OF THE PROJECT. (D) PROVIDING AS -BUILT DRAWINGS TO THE CITY AND ARCHITECT (E) ALL PERMITTING, DEVELOPMENT, CONNECTION, LOCATION INSPECTION, AND TESTING FEES REQUIRED FOR STORM SEWER CONSTRUCTION. (F) SCHEDULING ALL REQUIRED INSPECTION. 2. ALL STORM SEWER CONSTRUCTION SHALL BE IN CONFORMANCE WITH CITY OF YAKIMA ENGINEERING STANDARDS AND SPECIFICATIONS AND DRAWINGS. 3. DISTANCES FOR STORM SEWER ARE THE HORIZONTAL DISTANCES FROM CENTER OF MANHOLE OR INLET TO CENTER OF MANHOLE OR INLET. THEREFORE, DISTANCE SHOWN ON PLANS ARE APPROXIMATE AND COULD VARY DUE TO VERTICAL ALIGNMENT. 4. RIM ELEVATIONS SHOWN ARE APPROXIMATE ONLY AND ARE NOT TO BE TAKEN AS FINAL ELEVATION. PIPELINE CONTRACTOR SHALL USE PRECAST CONCRETE ADJUSTMENT RINGS, GROUT, AND STEEL SHIMS TO ADJUST THE MANHOLE FRAME TO THE REQUIRED FINAL GRADE IN CONFORMANCE WITH CITY OF YAKIMA ENGINEERING STANDARD SPECIFICATIONS. ALL FRAMES SHALL BE ADJUSTED TO FINAL GRADE PRIOR TO THE FINAL LIFT OF ASPHALT. 5. COMPACTION OF ALL TRENCHES WITHIN THE PROJECT SITE MUST BE ATTAINED AND COMPACTION RESULTS SUBMITTED TO THE ENGINEER PRIOR TO FINAL ACCEPTANCE. 6. STORM DRAIN PIPE MAY BE REINFORCED CONCRETE PIPE (RCW) CLASS 111; PVC, SDR 35; OR HOPE, SMOOTH INTERIOR, UNLESS NOTED OTHERWISE. 7 ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT 8. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING LIDS. MANHOLES IN UNPAVED AREAS SHALL BE 6 INCHES ABOVE FINISH GRADE. ALL STORM SEWER LIDS SHALL BE LABELED "STORM." 9. ALL STORM STRUCTURES SHALL HAVE, AT A MINIMUM, A 1 -FOOT SUMP TO CATCH AND TRAP SEDIMENT UNLESS OTHERWISE NOTED. 10. CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATION OF ALL EXISTING STORM SEWER STRUCTURES, PIPES, AND ALL UTILITIES PRIOR TO CONSTRUCTION. 11. STORM SEWERS SHALL BE BEDDED IN ACCORDANCE WITH THE TRENCH SECTION DETAIL. CITY OF YAKIMA HINES ADDITION PHASE 1 PROJECT NOTES SHEET 2 OF 9 a 01 �I w �W L� J I I I 5' z I SIDEWALI JI 2% 30' 15 PROJECT _I- 20' 15' 8' 7' 13' DRAINAGE SWALE MOUNTABLE CEMENT PROFILE GRADE CONC. TRAFFIC — FUTURE IMPROVEMENTS CURB AND GUTTER SHOWN SHADED (PG) 2% SUPERELEVAl10N 2" COMPACTED DEPTH HOT MIX ASPHALT CL. 1/2" PG 64 -28 11 2 2 2 111 6" COMPACTED DEPTH CRUSHED SURFACING NO SCALE 25' 14.5' 13 T R/W DESIGN CENTERLINE 2% 2% 2" COMPACTED DEPTH HOT MIX ASPHALT CL. 1/2" PG 64 -28 6" COMPACTED DEPTH CRUSHED SURFACING BASE COURSE N. 3RD STREET SECTION NO SCALE 25 14 5' 13' CEMENT CONC. TRAFFIC CURB AND GUTTER (TYP). I I 5' )EWALK w z J I� I� 2% �- 2" COMPACTED DEPTH CRUSHED SURFACING TOP COURSE 6" THICK SIDEWALK BEHIND ROLLED CURB 5' I IIDEWALK zl J 3 2% OR F�gTTER 2" COMPACTED DEPTH CRUSHED SURFACING TOP COURSE 4" THICK SIDEWALK BEHIND BARRIER CURB J08 NUMBERJ DATE. SHEET 8o North 39th Avenue p. A 11072 8 1-11 CITY O F YAK I M A HLA Yakima, WA 98902 FILE NAMES. 3 +t+ DRAWING. SHEETS.dwg HINES ADDITION IV 509.966.7000 — PLAN: N/A OF Huibrepe, Louman Associates, Inc. Fax 509.965.3800 35996 O PROFILE. N/A PHASE 1 isTeR�'� ♦ Civil Engineering ❖ Land Surveying ❖Planning www.hiacivil.com ONAL ENTERED BY- SSA DESIGNED BY TDA TYPICAL SECTIONS 9 REVISION DATE DRAINAGE STRUCTURE NOTES No. STATION OFFSET TYPE RIM ELEV IE IN IE OUT 01 3RD ST., STA. 10 +79, 14 0' RT INSTALL NEW CATCH BASIN TYPE 1 WITH VANED GRATE AND 26 L.F 1072.55 -- 1069.55 678 * DOES NOT INCLUDE PRETREATMENT MANHOLE STORAGE VOLUME. OF SCHEDULE A STORM SEWER PIPE 12 IN. DIAM. M AN HOLE O2 3RD ST., STA. 10 +79, 14 0' LT INSTALL NEW CATCH BASIN TYPE 1 WITH VANED GRATE AND 3 L.F 1072.55 1069.30 1069.30 OF SCHEDULE A STORM SEWER PIPE 12 IN. DIAM. PVC HYDRAULIC +/ -65' RESPONSIBLE FOR ANY REQUIRED O3 3RD ST., STA. 10 +79, 17 0' LT INSTALL NEW 48 -INCH DIAM. PRETREATMENT MANHOLE AND 80 L.F 1073.1± 1069.20 1069.20 OF INFILTRATION TRENCH. COMPACT BACKFILL TO 95% pppo ° 0 f. ° 8 0 0100 00 ° 0 0 a p ° GRAVEL BACKFILL FOR DRYWELLS, MIN. 40% VOID p 12" DIAM. ° ° ° p o p00 PERFORATED PIPE ° ° ° °° 0 10 ° o p0 O O GEOTEXTILE FABRIC ALL AROUND CENTER OF CDS STRUCTURE, SCREEN AND FIBERGLASS SEPARATION SUMP OPENING. CYLINDER AND INLET MANHOLE OPENING ABOVE. LOCATE OPENING SO THAT ALL REQUIRED PORTS AND OPENINGS CAN BE EASILY ACCESSED FOR MAINTENANCE PVC INLET PIPE FROM A CATCH BASIN STORMWATER DETENTION DESIGN REQUIREMENTS MH NO. WATER QUALITY FLOW RATE (CFS) MAXIMUM FLOW RATE (CFS) REQUIRED MAX. STORAGE VOL. (CF) AVAILABLE STORAGE VOL. (CF)* O3 0.17 0.42 630 678 * DOES NOT INCLUDE PRETREATMENT MANHOLE STORAGE VOLUME. COMPACT BACKFILL TO 95% pppo ° 0 f. ° 8 0 0100 00 ° 0 0 a p ° GRAVEL BACKFILL FOR DRYWELLS, MIN. 40% VOID p 12" DIAM. ° ° ° p o p00 PERFORATED PIPE ° ° ° °° 0 10 ° o p0 O O GEOTEXTILE FABRIC ALL AROUND CENTER OF CDS STRUCTURE, SCREEN AND FIBERGLASS SEPARATION SUMP OPENING. CYLINDER AND INLET MANHOLE OPENING ABOVE. LOCATE OPENING SO THAT ALL REQUIRED PORTS AND OPENINGS CAN BE EASILY ACCESSED FOR MAINTENANCE PVC INLET PIPE FROM A CATCH BASIN oz -:2 CONTRACTOR TO GROUT TO FINISHED GRADE GRADE RINGS /RISERS FIBERGLASS SEPARATION CYLINDER AND INLET INLET PIPE 2' PRECAST CONCRETE MANHOLE 12" DIAM. PERFORATED PIP PVC OUTLET PIPE, TRANSITION (-TO PERFORATED HDPE PIPE °° 00 '00 0 0 0° 0 0 10 p 00 00 ?° o ° AO o °0 0 If -------------------------- 00 o° 0 '00 ° 00 ° °° 0 0 00 ° ° '0 ° O O 0 ° ° ° ° 0 °o GRAVEL BACKFILL FOR DRYWELLS, MIN. 40% VOID. PLAN INFILTRATION SYSTEM DETAIL OIL BAFFLE SEPARATION SCREEN J ` PVC HYDRAULIC SHEAR PLATE SOLIDS STORAGE SUMP .7 00 0 oop ° O Op 0a °0 ---------------- - - - - -- - - - - -- 00 as o p0 0° o ° �o ° o0O 0 ° 00 ° ° 0 °0 ° 10 ° �HDPE END B CAP CAST IRON FRAME AND SOLID COVER MARKED "STORM" I� h� pro. w. i T �1 I9 „� (2 ) SECTION A -A VARIES OUTLET PIPE -PERMANENT POOL ELEV (4' -8 ") MIN. JOB NUMBERI DATE. CITY O F YA K I M A SHEET Hoi North 39th Avenue D. ALA 11072 8 -16 -11 HLA Yakima, WA 98902 �4� o - FILE NAMES. 4 +t+ t� Q� DRAWING. SHEETS.dwg HINES ADDITION % � - PLAN: N/A So9.966. 000 of Huibregtse ,Louman Associates, Inc. Fax5o9.965.3800 p PROFILE. N/A PHASE 1 Civil Engineering ❖LandSurveying ❖Planning www.hlacivil.com nL (t DESIGNED BY TDA DRAINAGE STRUCTURE NOTES AND DETAILS 9 REVISION DATE ENTERED BY- SSH 1 INFILTRATION SYSTEM NOTES. 1 REFER TO THE DRAINAGE STRUCTURE NOTES FOR ALL MANHOLE INLET AND Z OUTLET PIPE SIZES AND INVERT 48" I.D. —� ELEVATIONS. M AN HOLE STRUCTURE 2. DETAIL IS BASED UPON THE USE OF CONTECH CDS PRETREATMENT MANHOLE. THE CONTRACTOR SHALL BE FULLY PVC HYDRAULIC +/ -65' RESPONSIBLE FOR ANY REQUIRED SHEAR PLATE MAX ELEVATION ADJUSTMENTS WITH THE USE OF AN APPROVED ALTERNATE PRETREATMENT MANHOLE. oz -:2 CONTRACTOR TO GROUT TO FINISHED GRADE GRADE RINGS /RISERS FIBERGLASS SEPARATION CYLINDER AND INLET INLET PIPE 2' PRECAST CONCRETE MANHOLE 12" DIAM. PERFORATED PIP PVC OUTLET PIPE, TRANSITION (-TO PERFORATED HDPE PIPE °° 00 '00 0 0 0° 0 0 10 p 00 00 ?° o ° AO o °0 0 If -------------------------- 00 o° 0 '00 ° 00 ° °° 0 0 00 ° ° '0 ° O O 0 ° ° ° ° 0 °o GRAVEL BACKFILL FOR DRYWELLS, MIN. 40% VOID. PLAN INFILTRATION SYSTEM DETAIL OIL BAFFLE SEPARATION SCREEN J ` PVC HYDRAULIC SHEAR PLATE SOLIDS STORAGE SUMP .7 00 0 oop ° O Op 0a °0 ---------------- - - - - -- - - - - -- 00 as o p0 0° o ° �o ° o0O 0 ° 00 ° ° 0 °0 ° 10 ° �HDPE END B CAP CAST IRON FRAME AND SOLID COVER MARKED "STORM" I� h� pro. w. i T �1 I9 „� (2 ) SECTION A -A VARIES OUTLET PIPE -PERMANENT POOL ELEV (4' -8 ") MIN. JOB NUMBERI DATE. CITY O F YA K I M A SHEET Hoi North 39th Avenue D. ALA 11072 8 -16 -11 HLA Yakima, WA 98902 �4� o - FILE NAMES. 4 +t+ t� Q� DRAWING. SHEETS.dwg HINES ADDITION % � - PLAN: N/A So9.966. 000 of Huibregtse ,Louman Associates, Inc. Fax5o9.965.3800 p PROFILE. N/A PHASE 1 Civil Engineering ❖LandSurveying ❖Planning www.hlacivil.com nL (t DESIGNED BY TDA DRAINAGE STRUCTURE NOTES AND DETAILS 9 REVISION DATE ENTERED BY- SSH 1 I NS D A—i > x LAWASPH LAWN W Uj a D I C6 I NS ASPHALT CONSTRUCTION NOTES. NS SAWCUT AND MATCH EXISTING ASPHALT OR CONCRETE. DEMOLITION NOTES. D1 REMOVE EXISTING ASPHALT AND BASE MATERIAL NECESSARY TO CONSTRUCT NEW IMPROVEMENTS. D2 REMOVE EXISTING CEMENT CONCRETE DRIVEWAY D3 REMOVE EXISTING FENCE NECESSARY TO CONSTRUCT NEW IMPROVEMENTS. I I I I CONCRETE u I a I HOUSE I I D1 N. 3RD STREET ASPHALT I 6 I _ GRAVEL CONC D2 D3 N5 I I I m m L GRAVEL — CONCRETE - DEMOLITION HOUSE: BY OTHERS - f A�•� Z m 0 10 20 40 — 8oi North 39th Avenue �- L JOB110728ER 8 DA6 11 CITY OF YAK I M A SHEET HLA Yaldma,WA98902 �4F w FILE NAMES. 5 cw DRAWING. SHEETS.dwg If Huibreoe, Louman Associates, Inc. Fax S 9 965 3800 5996 O PROFILE. rcprf002.dwg H I N PHAD SE D I1 ION + 509.966-7000 PLAN: 11072.dwg of Civil Engineering❖ Land Surveying~ DESIGNED BY TDA Planning www.hlacivii.com �`' ENTERED BY' SSA DEMOLITION PLAN 9 REVISION DATE 1D EXISTING 12" FLG X MJ G.V EXISTING 6" MJ G.V Q 12" X 8" MJ REDUCER (1) ® NEW 8" MJ X 8" MJ X 6" MJ TEE (1) O NEW CONCRETE THRUST BLOCK (1) © NEW 8" MJ G.V (1) E�ZO 53, t EX. 6' PRIVATE ©� 4 12" D.I. v CONNEC11 'N DETAIL NTS STA. 20 +67.5, LT LOCATE EXISTING WATER MAIN. REMOVE EXISTING 12" X 6" REDUCER AND BEGIN NEW IMPROVEMENTS (SEE CONNECTION DETAIL THIS SHEET). � W :f r 111JJ N w � U U OO O U Z N oI 0 PI O I 22 +00 41SH AND INSTALLS" MJ MJ ELBOW, AND Ir CRETE THRUST BLOCKING. PRIVATE x N E DETECTOR CHECK VALVE ON 6 "(PRIVATE) - _ x x _ x T — — Sta. 20V +00.00 — — —_ t +oo NEW 8" WATER�MAIN 22 +00 1 I (BY OTHERS) �r to UTILITY EASEMENT / I ar FURNISH AND INSTALL 8' MJ 7 ` I STA. 20 +67.5 -- POSED 16' — - - - - - -/ / � , -F P : LL7c 90' ELBOW, AND CONCRETE ,---U�RO FOR T RENCH SURFACING / / °,;< �� " >.' ` ?,W s3 •. _.. + THRUST BLOCKING. REPAIR FOR NATURAL to I SURFACE SEE DETAIL ON SHEET 9. r. 1 � I wag` "'.i"h`_:.��:R \:e._,r_ Y�l;.•g: 1 F°�°es -vim ; d =.- �: �•_ �;: = t�'�• °�°" ;:I I I \ �- _ —_ -_ F.:�'�?` e -.•'<. III I I \ � z�= ?;•mss >:�'" °;:gl'i':�:�1 'II I SEE SHEET 7 FOR 'T' STREET IMPROVEMENTS ■ ALL WATER MAINS, FITTINGS, VALVES, AND HYDRANTS SHALL BE INSTALLED BY CITY FORCES PRIOR TO ROADWAY CONSTRUCTION. CONTRACTOR SHALL COORDINATE CITY INSTALLED WATER SERVICES WITH THE CITY DURING ROADWAY CONSTRUCTION. 015 oil no r m 0 10 20 40 1075 ...;.:.. ' }..i....... i..r..._i.l... i.� : t....... . } 1070 _;.... A.L..�... 1_r i "r':.:..i..... Itt 1085 1065 }. }_ }...i.. j:...;..: ^j...AL E. i.1 �.. 1080 7..'.i 1060 ; T::� _, E�ZO 53, t EX. 6' PRIVATE ©� 4 12" D.I. v CONNEC11 'N DETAIL NTS STA. 20 +67.5, LT LOCATE EXISTING WATER MAIN. REMOVE EXISTING 12" X 6" REDUCER AND BEGIN NEW IMPROVEMENTS (SEE CONNECTION DETAIL THIS SHEET). � W :f r 111JJ N w � U U OO O U Z N oI 0 PI O I 22 +00 41SH AND INSTALLS" MJ MJ ELBOW, AND Ir CRETE THRUST BLOCKING. PRIVATE x N E DETECTOR CHECK VALVE ON 6 "(PRIVATE) - _ x x _ x T — — Sta. 20V +00.00 — — —_ t +oo NEW 8" WATER�MAIN 22 +00 1 I (BY OTHERS) �r to UTILITY EASEMENT / I ar FURNISH AND INSTALL 8' MJ 7 ` I STA. 20 +67.5 -- POSED 16' — - - - - - -/ / � , -F P : LL7c 90' ELBOW, AND CONCRETE ,---U�RO FOR T RENCH SURFACING / / °,;< �� " >.' ` ?,W s3 •. _.. + THRUST BLOCKING. REPAIR FOR NATURAL to I SURFACE SEE DETAIL ON SHEET 9. r. 1 � I wag` "'.i"h`_:.��:R \:e._,r_ Y�l;.•g: 1 F°�°es -vim ; d =.- �: �•_ �;: = t�'�• °�°" ;:I I I \ �- _ —_ -_ F.:�'�?` e -.•'<. III I I \ � z�= ?;•mss >:�'" °;:gl'i':�:�1 'II I SEE SHEET 7 FOR 'T' STREET IMPROVEMENTS ■ ALL WATER MAINS, FITTINGS, VALVES, AND HYDRANTS SHALL BE INSTALLED BY CITY FORCES PRIOR TO ROADWAY CONSTRUCTION. CONTRACTOR SHALL COORDINATE CITY INSTALLED WATER SERVICES WITH THE CITY DURING ROADWAY CONSTRUCTION. 015 oil no r m 0 10 20 40 20 +00 21 +00 22 +00 JOB NUMBER DATE. CITY OF YAKIMA SHEET 801 North 3911 Avenue L 11 072 6 -16 -11 HLA Yaldma,WA98902 �w �� FILE NAMES. 6 F z DRAWING. SHEETS.dwg HINES ADDITION 509.966.7000 PLAN: 11072.dwg Huibregtse, Louman Associates, Inc, Fax 509.965.3800 ' 51 a r PROFILE. rcprf003.dwg PHASE 1 of co�\y REVISION DATE DESIGNED BY TDA PLAN AND PROFILE 9 Civil Engineering❖ Land Surveying` .• Planning www.hlacivil.com ENTERED BY SSH � 1090 i..r..._i.l... t....... . i "r':.:..i..... :::...... 1085 ^j...AL E. i.1 �.. 1080 7..'.i ; T::� _, :�_: 1075 T- 1-:h070 _ ::: 1065 „ i..i ....:..:... . . ....r.,_.,. 20 +00 21 +00 22 +00 JOB NUMBER DATE. CITY OF YAKIMA SHEET 801 North 3911 Avenue L 11 072 6 -16 -11 HLA Yaldma,WA98902 �w �� FILE NAMES. 6 F z DRAWING. SHEETS.dwg HINES ADDITION 509.966.7000 PLAN: 11072.dwg Huibregtse, Louman Associates, Inc, Fax 509.965.3800 ' 51 a r PROFILE. rcprf003.dwg PHASE 1 of co�\y REVISION DATE DESIGNED BY TDA PLAN AND PROFILE 9 Civil Engineering❖ Land Surveying` .• Planning www.hlacivil.com ENTERED BY SSH � I I STA. 10 +04t, 6' LT D CORE DRILL MANHOLE AND CONNECT NEW 8" SEWER MAIN. X RECHANNEL SEWER BASE FOR NEW 8" PIPE. ADJUST MANHOLE I a TO FINAL GRADE. - U X X STA. 7 +40.71 10.5't RT LAWN G CITY OF YAKIMA TO WET TAP EXISTING 12" D.I. WITH 8" PVC ASPHALT 12" X 8" TAPPING SLEEVE AND 8 GATE VALVE. p0 °o LAWN `I M ., ASPHALT STREET LIGHT NOTES: L-1 INSTALL STREET LIGHT AND TYPE 1L J -BOX. L -2 INSTALL 2" CONDUIT WITH 2 #8 AND 1 #8G. L -3 PACIFIC POWER SECONDARY CIRCUIT CONDUCTORS BY PACIFIC POWER. INSTALL 3" CONDUIT (WITH TRENCHING AND BACKFILL) TO PACIFIC POWER STANDARDS. L-4 INSTALL NEW 120/240 VOLT, 1 PHASE, 3 WIRE TYPE B MODIFIED SERVICE CABINET PER WSDOT STANDARD PLAN J -38. PROVIDE WITH 2P -60A SUSE RATED MAIN DISCONNECT AND TWO 2P -30A BRANCH CIRCUIT BREAKERS. PROVIDE A 6 POLE, 30 AMP LIGHTING CONTACTOR. PROVIDE GROUNDING SYSTEM WITH TWO 10 FOOT COPPER CLAD GROUND RODS AND INSTALL PER REQUIREMENTS OF NEC. 1 1080 p N6 o PROPOSED R/W LINE ° �j 12? N 5 I p. o° STA. 11+47, RT I STA. 12 +75, 10.5' RT CONSTRUCT 32' DRIVEWAY FURNISH AND INSTALL 8" MJ X 8" RP STA. CUT IN SIDEWALK AND MJ X 6" FLG TEE, 6" FLG X MJ I 10 +40.20 CONSTRUCT NEW 6" THICK GATE VALVE WITH VALVE BOX, 6" 40' RT CONCRETE DRIVEWAY TO D.I. WATER MAIN, FIRE HYDRANT RIGHT —OF —WAY LINE. I ASSEMBLY, AND ALL CONCRETE I THRUST BLOCKING. I CONSTRUCTION NOTES. 0) CONSTRUCT CEMENT CONCRETE SIDEWALK RAMP, TYPE PARALLEL A. N4 CONSTRUCT CEMENT CONCRETE SIDEWALK RAMP, TYPE SINGLE DIRECTION A. NS SAWCUT AND MATCH EXISTING ASPHALT OR CONCRETE. N6 CONSTRUCT ASPHALT SIDEWALK RAMP, SEE DETAIL ON SHEET 9. STORM DRAINAGE NOTES. ® STRUCTURE NOTE, SEE SHEET 4 ......... t._,..... r...,..... r.. r.........r......._..;......._ r..._ ........................ r......_............ r........ ........_..r_...t..r.......r.r- ?:- ::;'::.I'I:::::::i:::.::::i L...L,..L.......L..L.I ,_L.L.1.., l .LI . I. LL .L.1...1..L1..L.LL,.LL.I- ...I -( a. L.L.I.a....L..L.LL.t l_a ._I I LI -, I I ,III = .1 t • . I I , . E I .. I I . 11 i .. I I + . I I , i of �i vl m I I I /I / I I I I I I I I x _ 134 •c._'.,a. _ I � nt 1 I eS n•r =L o-• us° " - I I I I� I: { I I II I 'HASE 2'1 .:' ' ` l HIASE 2 FUTURE)E:I' ±I, „ gTURE) ,i ALL WATER MAINS, FITTINGS, VALVES, AND HYDRANTS SHALL BE INSTALLED BY CITY FORCES PRIOR TO ROADWAY CONSTRUCTION. CONTRACTOR SHALL COORDINATE CITY INSTALLED WATER SERVICES WITH THE CITY DURING ROADWAY CONSTRUCTION. C/) W' ®_ m 0 10 20 40 8" x LENGTH T ST 4" LETTERS N 73 rd ST 4" LETTERS D3 -101, STREET NAME SIGNS WHITE ON BLUE SIGN NOTE. POSTS FOR STREET SIGNS SHALL BE 2" UNISTRUT OR APPROVED EQUAL. ._.. ....._...... +..:1....1...r._... 1085 I :Ia_.L...:........._._...... -.` 1080 1070 - i -___ .:: _...,....___r ..r,_;z1:..i_L F 1065 "__i. 1 i I � 1 i � i I I , t � ill.. r � t r I r r r I I r r r � � : : I : I _1 -:.... _:_1. .. ..1 L:_:_ _ _ _ _ .......... _ .. .. _ .. _ _....... 1....._ 1..1..1...... _ _ .... - ........ .... ._...........___.... . +.... _._._1.. __. ..._._._. __.. _1.L _.. .. .. .. .__. l.t.._ _.. ..... ._.... .._..._.1. -. _1_!_.......__........._ _l. .. i _ ....., .. ._..r.. ..r_...I.. �. _...__.. 1_ a. ._ .la t I I L..__., __. _�! ._ ._ I I rr r r,h ,r ,� t rr ,, ,r :I, rl -- :1-Irr• -' .. 1060 I I I , , , r r , r , r r r t r I r r r r rI r , r f . _ ... _ ....._ .... k>;1 =,.!N �7....... - + , I , + r : r r r r r , r + { r { r r I { , r l r r I I r I r r I I _ ...... _ ._ _ .._.t --- .7_.... _ _ _ i__a_:..:� .:� _ f C_ ... ......................... ...................._..._.._... ... 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Fax 509.965.3800 95 a PROFILE. rcprf002.dwg PHASE 1 ��` Civil Engineering--, Land Surveying-,Planning www.hlacivil.com DESIGNED BY- TDA PLAN AND PROFILE 9 ' ENTERED BY SSH REVISION DATE R 1 SIGN, 30" I I ,"STOP" D W TWO D3 -101 STREET NAME SIGNS.' � CONCRETE SEE DETAILS ON THIS SHEET RP STA. 10 +39.79 140' � "� STA. 12 +62, LT & RT. LT. HOUSE TRANSITION FROM 5' O o ^o L -3 SIDEWALK TO 6' SIDEWALK. Q' �1 L -1 L -4 0 3 L -2 ¢ PROPOSED R/W LINE — — .._.._.._.._.._.._.._.._. _.._.._.. —.._.. .._.._. _.._.._.. _.._.._.._.. .._ N6_.._.._.. �9[�iYai:iYta�.Fs .� rsi.•r .E`... 2' _ - NEWaF8 - - -- — — - — n:Y L. . 4 2 - - ,.. -,.. .. •'.;ASPHALT. - 14.8'-�� N`313D.5TREE TER' MAIN,,(BYI;O1FiERs)_a . ...:.......... :::.: .:... .......:...:. .....:.:::.:.......:.:::. .::::.:.::...:..:.:....:::.:.:..:.. k:.. .:.:,::.....:::...:..::....:... p N6 o PROPOSED R/W LINE ° �j 12? N 5 I p. o° STA. 11+47, RT I STA. 12 +75, 10.5' RT CONSTRUCT 32' DRIVEWAY FURNISH AND INSTALL 8" MJ X 8" RP STA. CUT IN SIDEWALK AND MJ X 6" FLG TEE, 6" FLG X MJ I 10 +40.20 CONSTRUCT NEW 6" THICK GATE VALVE WITH VALVE BOX, 6" 40' RT CONCRETE DRIVEWAY TO D.I. WATER MAIN, FIRE HYDRANT RIGHT —OF —WAY LINE. I ASSEMBLY, AND ALL CONCRETE I THRUST BLOCKING. I CONSTRUCTION NOTES. 0) CONSTRUCT CEMENT CONCRETE SIDEWALK RAMP, TYPE PARALLEL A. N4 CONSTRUCT CEMENT CONCRETE SIDEWALK RAMP, TYPE SINGLE DIRECTION A. NS SAWCUT AND MATCH EXISTING ASPHALT OR CONCRETE. N6 CONSTRUCT ASPHALT SIDEWALK RAMP, SEE DETAIL ON SHEET 9. STORM DRAINAGE NOTES. ® STRUCTURE NOTE, SEE SHEET 4 ......... t._,..... r...,..... r.. r.........r......._..;......._ r..._ ........................ r......_............ r........ ........_..r_...t..r.......r.r- ?:- ::;'::.I'I:::::::i:::.::::i L...L,..L.......L..L.I ,_L.L.1.., l .LI . I. LL .L.1...1..L1..L.LL,.LL.I- ...I -( a. L.L.I.a....L..L.LL.t l_a ._I I LI -, I I ,III = .1 t • . I I , . E I .. I I . 11 i .. I I + . 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POSTS FOR STREET SIGNS SHALL BE 2" UNISTRUT OR APPROVED EQUAL. ._.. ....._...... +..:1....1...r._... 1085 I :Ia_.L...:........._._...... -.` 1080 1070 - i -___ .:: _...,....___r ..r,_;z1:..i_L F 1065 "__i. 1 i I � 1 i � i I I , t � ill.. r � t r I r r r I I r r r � � : : I : I _1 -:.... _:_1. .. ..1 L:_:_ _ _ _ _ .......... _ .. .. _ .. _ _....... 1....._ 1..1..1...... _ _ .... - ........ .... ._...........___.... . +.... _._._1.. __. ..._._._. __.. _1.L _.. .. .. .. .__. l.t.._ _.. ..... ._.... .._..._.1. -. _1_!_.......__........._ _l. .. i _ ....., .. ._..r.. ..r_...I.. �. _...__.. 1_ a. ._ .la t I I L..__., __. _�! ._ ._ I I rr r r,h ,r ,� t rr ,, ,r :I, rl -- :1-Irr• -' .. 1060 I I I , , , r r , r , r r r t r I r r r r rI r , r f . _ ... _ ....._ .... k>;1 =,.!N �7....... - + , I , + r : r r r r r , r + { r { r r I { , r l r r I I r I r r I I _ ...... _ ._ _ .._.t --- .7_.... _ _ _ i__a_:..:� .:� _ f C_ ... ......................... ...................._..._.._... ... 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I . _ r I 1 , I I t ` 1 • I I r D SIGN EL. } 1029 �� , r ,DESiONI 107.4.44 r I t-� r , � � I I • t � _ ...... _ ....... _ ..... _�_L.. ..... _ r .� ... _ .:i::::: �.' { I r , r r _ +.. _.... j + 6h .. __...: } ' - .1_Ll_.. _..1__...._ _ .1....... _.1.{._.. :.t ....:. i f...::: ) 1 - _._..... L.......:.....__ ..... L. _ _ , 1 � .....,...._......1..,_. _..._.._ 1 - ! , . , I t _ 1. L __. » ......... :. # a , i r �r I I r t + r , , I- I I I ' : , , . i , , t . I r, i r I , r , r :...�...._tEXI'all. _..-.- -- +, t,I + . r { r f „� r _......i.......r. {.....:_fi 15TI .G..E14....11J7. 42.. {_1 ...fE T. N. ., L, .IQ�..,..... __.f.l.... _....!..._......._.... N , I r I Y rNr 3 r r . r , r r r . , r � , , � , � 1 C' L_ t_ :_�_...:_�.�.:..,.�.__�.:.._.._ :_::_._:_..... _....�..___.i....:_:.........a_ ,__:� ..__•..�._..___,.._.��L._' -- - -- _.- t , • : r I � I r , , , , i }j} j} I }{ r #} , 4f t . ff t . r r . r : , + : I ,...� ..:..1..._,..;.:.... I_ L......... 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Fax 509.965.3800 95 a PROFILE. rcprf002.dwg PHASE 1 ��` Civil Engineering--, Land Surveying-,Planning www.hlacivil.com DESIGNED BY- TDA PLAN AND PROFILE 9 ' ENTERED BY SSH REVISION DATE X-1 1 s TYPE 1 L JUNCTION BOX r — m '. - • FN 2: •' SEE NOTE 1 I - /4 BARS DEPRESSED - DRIVEWAY 5 1/2 -•. 1 /2' R� � 2� 1- R BATTER �, 1/2- R •• 18- FULL HEIGHT - BARRIER C= q SLOPE APPROACHING RAMP 8.33 -C '•:',. ?1`afi.' .. ` �' ; •, •NS .- �f,.e -„ _ Y:+•`..r: FLAN _ :;^ ; a: ♦- CONCRETE `� -?s:.: o 90EWAU( f.;_.'y' <. CONCRETE CURB' u :. Y�.jj; ANO GUTTE : _ % : y � `':��:? : � --'- - 0 COM ACTID �_ ; -. �'HOT MIXP � - - - -� - - ASPHALT ?.,SURFACING v. - ISOMETRIC ASPHALT CONCRETE SIDEWALK SURFACING 2' CRUSHED _ SURFACING TOP COURSE SECTION A -A SEE y--�I �PLAN5 COLD JOINT TYPE A CURB ND GUTTER .�\ RUSHED SURFACING TOP COURSE 4" THICK SIDEWALK MATgi BACK OF SIDEWALK GRADE UNLESS DIRECTI� OTHERWISE BY ENGINEER. SIDEWALK BEYOND COLD JOINT — %W002MAZI)EPT. - - - DE GUTER ACTH COM CRUSHED SURFACING TOP COURSE , 6' THICK SIDEWALK AT DRIVEWAY ENTRANCES 3/8- E%P JOINT MATERIAL D AREAS PINED AREAS - FINISH GRADE '; A5: .. ;i,. +m OU �fi' COMPACTED DEPTH ma CRUSHED SURFACNC _ ..:: _ _ VC RSE PCUN�FIOR 92EP EEL AT ENTRANExITS OF JUNCTION BOX GROUND ROD FOR PVC CONDUIT OR NO. 8 AWG BONDING JUMPER FOR METAL CONDUIT (RIGID) REWIRED AT EACH JUNCTION BOX SEE PLANS FoR coNDUIr TYPE. _ _ INSTALL O PVC NDNDUIT, NO. 8 CRWNO AND 2 EA N0. 8 UGHTINC CONDUCTOR. (TYPICAL) ROUTE CONDUIT AS SHOON PLANS TO AVOID CONFUCT WITH FIBER OPTIC DUCT BANK. D021 EANN0.88CRWN (GHTING CONDUCTOR. TYPICAL) TYPE 1 L JUNCTION BOX, SHOWN ON PLANS BACK EDGE of SIDEWALK EDGE OF CURB AND MOUNTABLE CURB CONCRETE CURB & GUTTER NOT TO SCALE ASPHALT SIDEWALK RAMP NOT TO SCALE CONCRETE SIDEWALK SECTIONS NOT TO SCALE CONDUIT ENTRANCE AT JUNCTION BOX NOT TO SCALE STREET LIGHT NOT TO SCALE PLAN CAREFULLY PLACED AND COMPACTED NATIVE MATERIAL OR SELECT BACKFlLL AS DIRECTED BY THE ENGINEER. NO UNSUITABLE MATERIAL TO BE USED FOR BACKFILL FINISH GRADE SCHEDULE 40 PVC CONDUIT SZE AS SHOWN ON PLANS - ,m SLOPE TO DRAIN V CONDUIT B - C j� MATERIAL - CRUU SHED ii SURFACING TOP COURSE �q 1 SEE CITY STANDARD DETAILS IN CONTRACT SPECIFICATIONS ............... ....................... 12' CONDUIT TRENCH SECTION NOT TO SCALE HLA Huibregtse, Louman Associates, Inc. Soi North 39th Avenue Yakima, WA 98902 509.966.7000 Fax 509.965.3800 www. hlacivil.com p Q4�o Wa 996 o a ONAL��� ) JOB NUMBER. 11072 DATE. s -16_ t t CITY OF YAKIMA HINES ADDITION PHASE 1 SHEET 9 OF 9 FILE NAMES. DRAWING. SHEETS.dwg PLAN: N/A PROFILE. N/A Civil Engineering � Land Surveying— Plannin g ° g DESIGNED BY TDA ENTERED BY- SSH DETAILS REVISION DATE