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HomeMy WebLinkAbout5384Contract Number: Vendor: Subject: Department: File Class: Begin Date: End Date: Review Date: Vault Date: 5384 PIVETTA BROTHERS CONSTRUCTION INC Evergreen Rotary Park Renovation Parks LEG 12-1 5/29/2014 7/31/2014 8/1/2014 M11M Comments: CO #1 7/14/14, CO #2 8/21/14, CO #39/3/14 SUBJECT: Evergreen Rotary Park Renovations Approval of Change Order #2 &�ots-4� 514 AGENDA BILL CITY OF BREMERTON CITY COUNCIL Study Session Date: COUNCIL MEETING Date: Department: Presenter: Phone: July 23, 2014 August 6, 2014 Parks Wyn Birkenthal 473-5752 SUMMARY: The City has substantially developed the Evergreen Rotary Park Renovations including the equipment installation of the Beyond Accessible Playground. At the start of the project bid additives were rejected including automatic irrigation to the parking lot planting islands. On JUly 10th the Department of Ecology notified Parks and Recreation we had been awarded a $40,000, no match Coastal Protection grant. The Parks Department seeks the authority to increase the Pivetta Brothers contract by $14,098.39 to accommodate the irrigation and other incidental miscellaneous work. The attached change order in combination with change order #1 (previously approved) brings the total contract change order approval over the 20% threshold requiring council approval. ATTACHMENTS: Change order #2 Pivetta Brothers Construction contract FISCAL IMPACTS (Include Budgeted Amount): DOE grant will allow this work to be funded. STUDY SESSION AGENDA: Ox No Presentation ❑ Full Presentation STUDY SESSION ACTION: 0 Consent Agenda ❑ General Business ❑ Public Hearing RECOMMENDED MOTION: Move to approve Change Order # 2 in the contract with Pivetta Bros. Inc. for Evergreen Rotary Park Improvements and authorize the Mayor to finalize and execute the agreement with substantially the same terms and conditions as presented. COUNCIL ACTION: ❑✓Approve Form Updated 01/25/13 ❑ Deny ❑ Table ❑ Continue ❑ No Action CITY OF BREMERTON CHANGE ORDER CONTRACT CHANGE ORDER NO: 2 PROJECT NAME: Evergreen Rotary Park Renovation PROJECT NO: 59148 CONTRACTOR: Pivetta Brothers Construction, Inc. ORIGINAL CONTRACT AMOUNT: $104,899.52 DAYS: 15 PREVIOUSLY APPROVED CHANGES: $13,672.88 DAYS: 8 THIS CHANGE: $14,098.39 DAYS: 7 REVISED CONTRACT AMOUNT: $132,670.79 DAYS: 30 This Change Order covers changes to the subject contract as described herein. The Contractor shall construct, furnish equipment and materials, and perform all work as necessary or required to complete the Change Order Items. The increase or decrease in contract price shown below includes any applicable taxes. DESCRIPTION OF CHANGES INCREASE (DECREASE) IN CONTRACT o IN CONTRACT TIME CONTRACT AMOUNT EXTENSION AMOUNT (DAYS) X 1 Work Change Directive 911 59,761.00 0 5 Irrigation sleeving at east end of parking lot including sawcut & removal of asphalt, installation of 4" Schedule 40 PVC, backfill & replace HMA. , X 2 Work Change Directive #12 $2,709.00 0 l Additional concrete removal. Use Hydraulic Breaker to demolish approx. 10" of concrete in planter & dispose of off-site. X 3 Work Change Directive #13 $500.00 0 1 Sealcoat Irrigation trench lines. Subtotal of Change Order: $12,970.00 8.7% Sales Tax $1,128.39 Total of Change Order $14,098.39 NET CHANGE IN CONTRACT AMOUNT $14,098.39 INCREASE OR (DECREASE) Contractor acknowledges and accepts that this Change Order constitutes final settlement of all claims of any kind or nature arising from or connected with any work either covered or affected by this Change Order, including, without limitation, claims related to contract time, on-site or home office overhead, or lost profits. Nothing in this Change Order shall limit the City's right to bring a claim for past performance. CONTRACT CHANGE ORDER NO: 2 PROJECT NAME: Evergreen Rotary Park Renovation The undersigned Contractor approves the foregoing Change Order as to the changes, if any, in the contract price specified for each item, including any and all supervision costs and other miscellaneous costs relating to the change in work, and as to the extension of time allowed, if any, for completion of the entire work due to said Change Order. This document will become a supplement of the contract and all provisions will apply hereto. It is understood that this Change Order shall be effective when approved by the City of Bremerton. The parties whose names appear below warrant that they are authorized to enter into a change order that is binding on the parties of this contract. In addition, Contractor warrants that it has or will inform the surety of this change, and shall take appropriate action to modify any bonds required under the contract to address this change. RECOMMENDED: RECOMMENDED: ACCEPTED. APPROVED: PROJECT MANAGER l5ate '6 %i 2(1 zol¢ MAYOR Date APPROVED AS TO FORM: ATTEST: Bremerton Ci ttornA City Clerk Page 2 of 2 em,�,,y 0-39� b4E AGENDA BILL CITY OF BREMERTON CITY COUNCIL SUBJECT: Change Order No. 3 to Contract with Pivetta Brothers Construction, Inc. for Evergreen Rotary Park Renovation Project Study Session Date: COUNCIL MEETING Date: Department: Presenter: Phone: August 27, 2014 September 3, 2014 Parks and Recreation Wyn Birkenthal 473-5752 SUMMARY: On July 10th the city was awarded a $40,000 no match grant from the WA State Department of Ecology allowing Parks and Recreation to irrigate the Evergreen Park parking lot planting islands and perform other work essential to the operational efficiency of the Evergreen Rotary Park Renovation Project. On August 6"' Council approved Change Order No. 2 with Pivetta Brothers Construction, Inc. in the amount of $14,098.39 to perform portions of this work. Meanwhile, in the course of preparing the western most parking lot planting islands for irrigation city crews encountered an underground obstruction blocking progress of the city's small bore tunneling equipment. The recommended remedy is to have the contractor (Pivetta Brothers) excavate through the obstruction, install irrigation sleeving and patch the disturbed parking lot asphalt. The Parks Department seeks the authority to increase the Pivetta Brothers contract by $5,473.04 to accomplish this work, referred to as Change Order No. 3. The cost of Change Order No. 3 will be paid for by the no match, $40,000 Department of Ecology grant. The original Pivetta Brothers Evergreen Rotary Park Renovation Contract is $104,899.52. The amended Contract amount including the cost of Change Orders No. 1, No. 2 and No. 3 totals $138,143.83. ATTACHMENTS: Change Order No. 3 Pivetta Brothers Construction Contract FISCAL IMPACTS (Include Budgeted Amount): Change Order funded by DOE grant, Operational impact eliminates the need to hand water the western most parking lot planters. STUDY SESSION AGENDA: ❑ No Presentation ❑x Full Presentation STUDY SESSION ACTION: © Consent Agenda ❑ General Business ❑ Public Hearing RECOMMENDED MOTION: Move to approve Change Order No. 3 in the amount of $5,473.04 to the Contract with Pivetta Brothers Construction, Inc. for Evergreen Rotary Park Renovations and authorize the Mayor to finalize and execute the change order with substantially the same terms and conditions as presented. COUNCIL ACTION: [� Approve Form Updated 01/25/13 ❑ Deny ❑ Table ❑ Continue ❑ No Action :r • CITY OF BREMERTON CHANGE ORDER CONTRACT CHANGE ORDER NO: 3 PROJECT NAME: Evergreen Rotary Park Renovation PROJECT NO: 59148 CONTRACTOR: Pivetta Brothers Construction, Inc. ORIGINAL CONTRACT AMOUNT: $104,899.52 DAYS: 15 PREVIOUSLY APPROVED CHANGES: THIS CHANGE: REVISED CONTRACT AMOUNT' 771.27 DAYS: 15 73.04 DAYS: 0 138,143.83 DAYS: 30 This Change Order covers changes to the subject contract as described herein. The Contractor shall construct, furnish equipment and materials, and perform all work as necessary or required to complete the Change Order Items. The increase or decrease in contract price shown below includes any applicable taxes. DESCRIPTION OF CHANGES INCREASE (DECREASE) IN CONTRACT A IN CONTRACT AMOUNT l Work Change Directive 414 $4,035.00 Irrigation sleeving at west end of parking lot including sawcut & removal of asphalt including 3'x4' area impacted by boring, installation of 4" Schedule 40 PVC, backfill & replace HMA. 2 Wort: Change Directive #15 Continuency for additional work if necessary. $1,00000 Subtotal of Change Order: $5,035.00 I 8.7"/o Sales Tax $438.04 Total of Change Order 1 $5,473.04 CONTRACT TIME AMOUNT EXTENSION (�) (DAYS) U I U NET CHANGE IN CONTRACT AMOUNT $5,473.04 I INCREASE OR (DECREASE) Contractor acknowledges and accepts that this Change Order constitutes final settlement of all claims of any kind or nature arising from or connected with any work either covered or affected by this Change .Order, including, without !hTiitation, claims related to contract time, on-site or home office overhead, or lost profits. Nothing in this Change Order shall limit the City's right to bring a claim for past performance. The undersigned Contractor approves the foregoing Change Order as to the changes, if any, in the contract price specified for each item, including any and all supervision costs and other miscellaneous costs relating to the change it-, .,,rork, and as to the Extension of time allowed, if any, for cornpletion of the,entire work due to said Change Order CONTRACT CHANGE ORDER NO: 3 PROJECT NAME: Evergreen Rotary Park Renovation This document will become a supplement of the contract and all provisions will apply hereto It is understood that this Change Order shall be effective when approved by the City of Bremerton. The parties whose names appear below warrant that they are authorized to enter into a change order that is binding on the parties of this contract In addition, Contractor warrants that it has or will inform the surety of this change, and shall take appropriate action to modify any bonds required under the contract to address this change. RECOMMENDED R=COMMENDED: ACCEPTED: APPROVED: PROJECT MANAGER PARKS DIRECTOR '103 MAYOR APPROVED AS TO FORM: Br merton City Attor 2 ATTEST: City Clerk 6 D to y Contract Number: 5384 Vendor: PIVETTA BROTHERS CONSTRUCTION INC Subject: Evergreen Rotary Park Renovation Department: Parks File Class: LEG 12-1 Begin Date: 5/29/2014 End Date: 7/31/2014 Review Date: 8/1/2014 Vault Date: 2015 Comments: CO #1 7/14/14 AGENDA BILL CITY OF BREMERTON CITY COUNCIL SUBJECT: Contract award for construction of Evergreen Rotary Park Renovation Project to Pivetta Brothers Construction, Inc. 4AVbAe14 5R Study Session Date: COUNCIL MEETING Date: Department: Presenter: May 14, 2014 May 21, 2014 Parks & Recreation Wyn Birkenthal, Colette Bema Phone: 473-5752 SUMMARY: Sealed bids for construction of the project titled "Evergreen Rotary Park Renovation Project" were opened on April 29th, 2014. The Engineer's estimate for the Base Bid and Additives 1, 3 & 4 is $103,323.81. Six bids were received for this project. Pivetta Brothers Construction, Inc. was the lowest responsive, responsible bidder with a bid of $104,899.52 (including sales tax) for the Base Bid and Additives 1, 3 & 4. The bid total excludes Bid Additive 2. ATTACHMENTS: "A" Bid Tabulation, "B" Contract FISCAL IMPACTS (Include Budgeted Amount): To date, the Evergreen Renovation project including the playground equipment and safety surfacing, has been funded through grants and donations totaling over $400,000. To complete the project $30,000 of additional expenditure authority is needed from the Parks Capital Development Fund. STUDY SESSION AGENDA: ❑ No Presentation ® Full Presentation STUDY SESSION ACTION: ❑x Consent Agenda ❑ General Business ❑ Public Hearing RECOMMENDED MOTION: Move to award a contract in the amount of $104,899.52 (including sales tax) with Pivetta Brothers Construction, Inc. for construction of the "Evergreen Rotary Renovation Project" and authorize the Mayor to finalize and execute the agreement with substantially the same terms and conditions as presented, and further authorize $30,000 of additional expenditure to the project from the Park Capital Development Fund. COUNCIL ACTION: dApprove Form Updated 01125113 ❑ Deny ❑ Table ❑ Continue ❑ No Action CONTRACT (Page 1 of 4) THIS AGREEMENT is dated the day of in the year 2014 by and between the City of Bremerton (hereinafter called CITY) and Pivetta Brothers Construction, Inc. (hereinafter called CONTRACTOR). CITY and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, agree as follows: ARTICLE 1. WORK. CONTRACTOR shall complete the WORK as specified or indicated in the CITY's Contract Documents entitled EVERGREEN ROTARY PARK RENOVATION. ARTICLE 2. CONTRACT TIMES. The WORK shall obtain Physical Completion within 15 working days after the commencement date stated in the Notice to Proceed. Time is of the essence as to each and every deadline set forth in this agreement. This provision has been specifically negotiated. ARTICLE 3. LIQUIDATED DAMAGES. CITY and the CONTRACTOR recognize that time is of the essence for this Agreement and that the CITY will suffer financial loss if the WORK is not completed within the time specified in Article 2 herein, plus any extensions thereof allowed in accordance with Section 1-08.8 of the Standard Specifications which may be modified by the Special Provisions. They also recognize the delays, expense, and difficulties involved in proving in a legal proceeding the actual loss suffered by the CITY if the WORK is not completed on time. Accordingly, instead of requiring any such proof, the CONTRACTOR shall pay the CITY liquidated damages in the amount of $1,000 per day after the date of Physical Completion for each phase. ARTICLE 4. CONTRACT PRICE. CITY shall pay CONTRACTOR for completion of the WORK in accordance with the Contract Documents in the amount set forth in the Bid Proposal, which shall include sales tax as provided in Section 1-07.2(2) of the Special Provisions. ARTICLE 5. PAYMENT PROCEDURES. CONTRACTOR shall submit Applications for Payment in accordance with Section 1-09.9 of the Standard Specifications which may be modified by the Special Provisions. Applications for Payment W, bU rocessed by ENGINEER as provided in the Special Provisions CArictor Initials City of Bremerton April 2014 Evergreen Rotary Park Renovation Project 1-27 Contract Contract Documents CONTRACT (Page 2 of 4) ARTICLE 6. CONTRACT DOCUMENTS. The Contract Documents which comprise the entire agreement between CITY and CONTRACTOR concerning the WORK consist of this Contract and the following attachments to this Contract: Notice Inviting Bids, Bidders Checklist, A Bid Proposal including the Proposal Forms, Information Required of Bidder, Bid Bond, and all required certificates and affidavits, Performance Bond, Payment Bond, m Standard Specifications, Amendments to the Standard Specifications, Special Provisions, ® Appendices ® Contract Plans, Addenda numbers to , inclusive. Change Orders which may be delivered or issued after Effective Date of the Agreement and are not attached hereto. There are no Contract Documents other than those listed in this Article 6. The Contract Documents may only be amended by Change Order as provided in Section 1-04.4 of the Standard Specifications which may be modified by the Special Provisions. ARTICLE 7. INDEMNIFICATION. The CONTRACTOR and CITY acknowledge and agree that they have negotiated the following in accordance with the requirements of RCW 4.24.115 and the CONTRACTOR specifically waives his immunity under industrial insurance under Title 51 RCW. To the fullest extent permitted by Laws and Regulations, the CONTRACTOR shall indemnify, defend, and hold harmless the CITY, ENGINEER, their consultants, subconsultants, and the officers, directors, employees, and agents of each and any of them, against and from any and all claims, injuries, damages, losses or suits, including all legal costs and attorney fees, all claims and liability arising under, by reason of, related, or incidental to the Contract Documents or any performance of the WORK, but not from the sole negligence or willful misconduct of the CITY and/or the ENGINEER as further defined in the c777cuments. The provisions of this section shall survive the termination of the contract. ntractor Initials City of Bremerton April 2014 Evergreen Rotary Park Renovation Project I-28 Contract Contract Documents CONTRACT (Page 3 of 4) ARTICLE 8. ASSIGNMENT No assignment by a party hereto of any rights under or interests in the Contract Documents will be binding on another party hereto without the written consent of the party sought to be bound; and specifically but without limitation monies that may become due and monies that are due may not be assigned without such consent (except to the extent that the effect of this restriction may be limited by law), and unless specifically stated to the contrary in any written consent to an assignment, no assignment will release or discharge the assignor from any duty or responsibility under the Contract Documents. The CITY, in its sole discretion, may refuse to allow the CONTRACTOR to assign any or all of its duties, rights and/or responsibilities under the Agreement, except with regards to an assignment of funds for security purposes. In the case of an assignment for security purposes the CITY may condition its approval to the extent it deems necessary to assure that there will be adequate funds to complete the WORK and to pay a subcontractors and suppliers. ARTICLE 9. DAVIS BACON AND RELATED ACTS Bidder shall comply with the requirements of the Davis -Bacon and related acts (DBRA) as outlined in 29 CFR parts 1-7 when the contract for construction, alteration, and or repair exceeds $2,000, is federally assisted, and involves the employment of laborers and/or mechanics to perform the work. CITY and CONTRACTOR each binds itself, its partners, successors, assigns and legal representatives to the other party hereto, its partners, successors, assigns and legal representatives in respect of all covenants, agreements and obligations contained in the Contract Documents. IN WITNESS WHEREOF, CITY and CONTRACTOR have caused this Agreement to be executed the day and year first above written. CITY: City of Bremerton Address for giving notices City of Bremerton Evergreen Rotary Park Renovation Project 1-29 Contract Documents Pivetta Brothers Const. Inc. CONTRACTOR /Az 6 rljj� CORPORATE SEAL] Attest J?/ X n Address for giving notices PO Box 370 Sumner, WA 98390 License No. PIVETBC063B9 April 2014 Contract CONTRACT (Page 4 of 4) Approved as to Form: Agent for service of process: (Signature) (Title) City of Bremerton April 2014 Evergreen Rotary Park Renovation Project 1-30 Contract Contract Documents CITY OF BREMERTON CHANGE ORDER CONTRACT CHANGE ORDER NO: 1 PROJECT NAME: Evergreen Rotary Park Renovation PROJECT NO: 59148 CONTRACTOR: Pivetta Brothers Construction, Inc. ORIGINAL CONTRACT AMOUNT: $104,899.52 DAYS: 15 PREVIOUSLY APPROVED CHANGES: $0.00 DAYS: THIS CHANGE: $13,672.88 DAYS: 8 REVISED CONTRACT AMOUNT: $118,572.40 DAYS: 23 This Change Order covers changes to the subject contract as described herein. The Contractor shall construct, furnish equipment and materials, and perform all work as necessary or required to complete the Change Order Items. The increase or decrease in contract price shown below includes any applicable taxes. DESCRIPTION OF CHANGES INCREASE (DECREASE) IN CONTRACT C) IN CONTRACT TIME CONTRACT AMOUNT EXTENSION AMOUNT ($) (DAYS) X Of ($) X 1 Work Change Directive #1 0 0 0 Cement concrete pad to remain. X 2 Work Change Directive #2 (-$3,309) 0 Bid item A8 Gravel Base deleted from contract. X 3 Work Change Directive#3 (-$11,764.70) 0 Bid Item El Fog Seal deleted from Contract. X 4 Work Change Directive #4 $18,475.00 2 Bid Item E2 Seal Coat added to Contract. X 5 Work Change Directive #5 $252.00 0 Inlet Protection for 4 additional Catch Basins. X '6 Work Change Directive #6 0 0 0 Reroute and connect subdrain in play area to existing concrete pipe in lieu of cutting/patching asphalt path. X 7 Work Change Directive #7 $661.59 0 Reduce size of SW planter in parking lot requiring additional mobilization, sawcutting, and clean-up. X 8 Work Change Directive #8 $188.66 0 Add 2 wheelstops. X 9 Work Change Directive #9 Install trench drain in parking lot to drain water at ADA stall. $3,895.00 0 X 10 Work Change Directive #10 Sawcut, remove, regrade and repave around play area curbing. $4,180.00 6 Subtotal of Change Order: $12,578.55 R-70% Saleg Tnx $1,094.33 CONTRACT CHANGE ORDER NO: 'I PROJECT NAME: Everareen Rotary Park Renovation NET CHANGE IN CONTRACT AMOUNT $13,672.88 8 INCREASE OR (DECREASE) Contractor acknowledges and accepts that this Change Order constitutes final settlement of all claims of any kind or nature arising from or connected with any work either covered or affected by this Change Order, including, without limitation, claims related to contract time, on-site or home office overhead, or lost profits. Nothing in this Change Order shall limit the City's right to bring a claim for past performance. The undersigned Contractor approves the foregoing Change Order as to the changes, if any, in the contract price specified for each item, including any and all supervision costs and other miscellaneous costs relating to the change in work, and as to the extension of time allowed, if any, for completion of the entire work due to said Change Order. This document will become a supplement of the contract and all provisions will apply hereto. It is understood that this Change Order shall be effective when approved by the City of Bremerton. The parties whose names appear below warrant that they are authorized to enter into a change order that is binding on the parties of this contract. In addition, Contractor warrants that it has or will inform the surety of this change, and shall take appropriate action to modify any bonds required under the contract to address this change. RECOMMENDED: RECOMMENDED: ACCEPTED: APPROVED: �. 7/10 /,y PROJECT MANAGER YOR TOR APPROVED AS TO FORM: ATTEST: Br me on City Attorne City Clerk Page 2 of 2 Date CONTRACT CERTIFICATE (if Corporation) STATE OF ) ) ss. COUNTY OF ) I HEREBY CERTIFY that a meeting of the Board of Directors of the Pivetta Brothers Construction, Inc. a corporation existing under the laws of the State of Washington ✓� Z , 20 14, the following resolution was duly passed and adopted: "RESOLVED, that Mark Pivetta , as President of the Corporation, be and is hereby authorized to execute the Agreement dated /72, , 20 14, by and between this Corporation and the City of Bremerton and that his/her execution thereof, attested by the Secretary of this Corporation, and with the Corporate Seal affixed, shall be the official act and deed of this Corporation." I further certify that said resolution is now in full force and effect. held on IN WITNESS WHEREOF, I have hereunto set my hand and affixed the official seal of the corporation this , day of 22!---!4z 1 20 14 (Secretary) (SEAL) City of Bremerton April 2014 Evergreen Rotary Park Renovation Project 1-31 Contract Certificate Contract Documents CONTRACT CERTIFICATE (if Limited Liability Company) STATE OF ) ) ss. COUNTY OF ) I HEREBY CERTIFY that a meeting of the Members of the a Limited Liability Company existing under the laws of the State of , held on , 20_, the following resolution was duly passed and adopted: "RESOLVED, that and , as Members of this Limited Liability Company, be and are hereby authorized to execute the Agreement dated , 20_, to the City of Bremerton by this Limited Liability Company and that their execution thereof shall be the official act and deed of this Limited. Liability Company." I further certify that said resolution is now in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand this _, day of , 20 By: 0 (SEAL) A Limited Liability Company Member Member City of Bremerton April 2014 Evergreen Rotary Park Renovation Project 1-32 Contract Certificate Contract Documents CONTRACT CERTIFICATE (if Partnership) STATE OF ) ) ss. COUNTY OF ) I HEREBY CERTIFY that a meeting of the Partners of the a partnership existing under the laws of the State of , held on , 20 , the following resolution was duly passed and adopted: "RESOLVED, that , as of the Partnership, be and is hereby authorized to execute the Agreement dated , 20_, by and between this Partnership and the City of Bremerton and that his/her execution thereof attested by the shall be the official act and deed of this Partnership." I further certify that said resolution is now in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand this _, day of , 20 Partner (SEAL) City of Bremerton April 2014 Evergreen Rotary Park Renovation Project 1-33 Contract Certificate Contract Documents CONTRACT CERTIFICATE (if Joint Venture) STATE OF ) ) ss. COUNTY OF ) I HEREBY CERTIFY that a meeting of the Principals of the a joint venture existing under the laws of the State of , held on , 20 , the following resolution was duly passed and adopted: "RESOLVED, that , as of the Joint Venture, be and is hereby authorized to execute the Agreement dated 20_, by and between this joint venture and the City of Bremerton and that his/her execution thereof attested by the shall be the official act and deed of this Joint Venture." further certify that said resolution is now in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand this _, day of , 20 (SEAL) END OF AGREEMENT Managing Partner City of Bremerton April 2014 Evergreen Rotary Park Renovation Project 1-34 Contract Certificate Contract Documents NON -COLLUSION AFFIDAVIT STATE OF WA ) ss. COUNTY OF Pierce ) Mark Pivetta , being first duly sworn, deposes and says that he or she is of the party making the foregoing bid that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, comps y associatOn org zation, bid depository, or to any member or agent thereof to effectuate �ollusivo pr, b' A( Subscribed and sworn to before me this 29 day of April 2014 Notary Pu lic in and for the County of . Pierce State of Washington (SEAL) Signed: L R/11 •, �.�' •••,o o TARdP y i d►�: PUBLIC •r OF�. City of Bremerton April 2014 Evergreen Rotary Park Renovation Project 1-8 Non -Collusion Affidavit Contract Documents CERTIFICATION BY PROPOSED CONTRACTOR REGARDING EQUAL EMPLOYMENT OPPORTUNITY In accordance with Chapter 56, Laws of 1975 1st Extraordinary Session, Certification regarding Equal Opportunity is required of bidders or prospective contractors and their proposed subcontractors prior to the award of contracts or subcontracts. Name of Prime Contractor Pivetta Brothers Cosntruction, Inc,. Address: PO Box 370 Sumner, WA 98390 Internal Revenue Service Employer Identification No. 91-1232261 a. Contractor has participated in a previous contract or subcontract subject to the Equal Opportunity Clause. b. Compliance reports were required to be filed in connection with such contract/subcontract. c. Contractor has filed all compliance reports required by Executive Orders 10925, 11114, 11246 or by regulations of the Equal Opportunity Commission issued pursuant to Title VII of the Civil Rights Act of 1964. Yes X No Yes X No Yes X No d. If answer to item V is "no", please explain in detail in the space below. CERTIFICATION: I, the undersigned, certify that the information above is true and complete to the best of my knowledge and belief. Mark Pivetta, President Name and Title of Signer lease type or print clearly) a— SiMature I Mark Pivetta City of Bremerton Evergreen Rotary Park Renovation Project I-9 Contract Documents 4-29-14 Date April 2014 Certification by Proposed Contractor Regarding Equal Employment Opportunity BIDDER'S SUBCONTRACTOR CONTACT REPORT Please list below all minority and other subcontractors contacted to bid on subcontract work on this project. Indicate with an asterisk (") those firms that are at least 51 percent or more minority owned. (This listing does not in any way obligate you to contract with any firm on this listing). Name 2iY7 :Lc/VGA Address /26 City/State Telephone Number- 33 Type of Work Bid Results Name lJ Address City/StateC�� G�i9 Telephone Number Type of Work Bid In l/it Results Name Address City/State Telephone Number Type of Work Bid Ir Results Name of Bidder: Name _ Address City/State Telephone Number Type of Work Bid in Results Name Address City/State Telephone Number. Type of Work Bid In Results � Name Address City/State 3F Telephone Number Type of Work Bid In Results Pivetta Brothers Construction, Inc. Mark Pivetta, President Name of Principle Responsible for Making Contact 4-29-14 Date City of Bremerton April 2014 Evergreen Rotary Park Renovation Project 1-10 Bidder's Subcontractor Contact Report Contract Documents CERTIFICATION OF NON -SEGREGATED FACILITIES The bidder certifies that he does not maintain or provide for his employees any segregated facilities at any of his establishments, and that he does not permit his employees to perform their services at any location, under his control, where segregated facilities are maintained. The bidder certifies further that he will not maintain or provide for his employees any segregated facilities at any of his establishments, and that he will not permit his employees to perform their services at any location under his control where segregated facilities are maintained. The bidder agrees that a breach of this certification will be a violation of the equal opportunity clause in any contract resulting from acceptance of this bid. As used in this certification, the term "segregated facilities" means any waiting rooms, work areas, restrooms and washrooms, restaurants and other eating areas, time clocks, 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, religion, or national origin, because of habit, local custom, or otherwise. The bidder agrees that (except where he has obtained identical certification from proposed subcontractors for specific time periods) he will obtain identical certifications from proposed subcontractors prior to the award of subcontracts exceeding $10,000 which are not exempt from the provisions of the equal opportunity clause, and that he will retain such certification in his files. Note: The penalty for making false statements in offers is prescribed in 18 U.S.C. S1001. Date: April 29th , 20 14 Pivetta Brot ers onstruction IN A (Name of Bidder) By: v Title: Mark Pivetta, Presiden Official Address: PO Box 370 Sumner, WA 98390 *Must be included without alteration. City of Bremerton Evergreen Rotary Park Renovation Project Contract Documents (Street or P.O. Box) (City, State, Zip) April 2014 1-11 Certification of Non -Segregated Facilities Name: CONTRACTOR'S REGISTRATION Pivetta Brothers Construction, Inc. Address: PO Box 370 Sumner. WA 98390 Employer's Identification Number (Employer social security number, not your personal social security number): Employment Security Department Number: Washington Industrial Insurance Number: Washington State Excise Tax Registration Number: Washington State Contractor's Registration Number/Expiration Date: City of Bremerton Business License Number: 91-1232261 583698000 488,626-00-3 600 522 209 PIVETBC063B9 10/6/15 25665 City of Bremerton April 2014 Evergreen Rotary Park Renovation Project 1-12 Contractor's Registration Contract Documents BID PROPOSAL Evergreen Rotary Park Renovation BID TO: City of Bremerton (Washington) Department of Parks and Recreation 1. The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with the CITY in the form included in the Contract Documents to perform the WORK as specified or indicated in said Contract Documents entitled Evergreen Rotary Park Renovation. 2. Bidder accepts all of the terms and conditions of the Contract Documents, including without limitation those in the Notice Inviting Bids and Instructions to Bidders, dealing with the disposition of the Bid security. 3. This Bid will remain open for the period stated in the "Notice Inviting Bids" unless otherwise required by law. Bidder will enter into an Agreement within the time and in the manner required in the "Notice Inviting Bids" and will furnish the insurance certificates, Payment Bond, and Performance Bond required by the Contract Documents. 4. Bidder has examined copies of all the Contract Documents including the following addenda (receipt of all of which is hereby acknowledged): Number Date Failure to acknowledge all addenda shall render the bid non-responsive and shall be cause for its rejection. 5. Bidder has familiarized itself with the nature and extent of the Contract Documents, WORK, site, locality where the WORK is to be performed, the legal requirements (federal, state and local laws, ordinances, rules, and regulations), and the conditions affecting cost, progress or performance of the WORK and has made such independent investigations as Bidder deems necessary. 6. Bidder shall comply with the requirements of the Davis -Bacon and related acts (DBRA) as outlined in 29 CFR parts 1-7 when the contract for construction, alteration, and or repair exceeds $2,000, is federally assisted, and involves the employment of laborers and/or mechanics to perform the work. DRBA related federal labor standards provisions are included in Appendix D. To all the foregoing, and including all Proposal Forms contained in this Bid, said Bidder further agrees to complete the WORK required under the Contract Documents within the Contract Time stipulated in said Contract Documents, and to accept in full payment therefore the Contract Price based on the Total Bid Price(s) named in the aforementioned Proposal Forms. NOTE: Prices for all items, all extensions and total amount of bid must be shown in the Proposal Forms. Show prices in figures. Dated: 4-29-14 Bidder: Pivetta Vothe/9 C truction, Inc. By: i nature) Title: President City of Bremerton April 2014 Evergreen Rotary Park Renovation Project 1-13 Bid Proposal Contract Documents PROPOSALFORM EVERGREEN ROTARY PARK RENOVATION April 29 Date: .2014 SCHEDULE A — BASE BID Item No. Ref to Spec Description of Item Estimated Quantity Unit Unit Price Amount Al. 1-04 Minor Change 1 EST $1 $1 A2. 1-05 Roadway Surveying 1 LS $ 3 SZL4. $382'x•00 A3. 1-09 Mobilization 1 LS $ A4. 1-10 Project Temporary Traffic Control 1 LS $ �a� , oo $211a1 00 A5. SP 2-02 Removal of Structure and Obstruction 1 LS $zS53 °0 � $ 2 353• e0 A6. SP 2-02 Removing Asphalt Pavement Incl. Sawcutting 1 LS o0 $ 337 00 $ 3,3?�• A7. SP 2-03 Gravel Borrow Incl. Haul 1 LS $ 5'g9 $ e> es A8. SP 4-04 Gravel Base 1 LS $?jO�i.� $ A9. SP 5-04 3 In. Commercial HMA Over 4 In. CSTC 1 LS cc $12,320• $ 12j3Zpoe A10. SP 7-01 Subdrain 1 LS $ $ %$93. oo A11. 7-05 Adjust Manhole 1 EACH $ 1-7-7,0.0 $ ('77.00 Al2. 8-01 High Visibility Fence 1 LS $ 2 31v .0D $ 23b. ee A13. 8-01 Inlet Protection 3 EACH $ 103. $ 1gq o0 A14. SP 8-04 Cement Conc. Traffic Curb 1 LS $29 i0o °o $ 2�rj�,ee A15. SP 8-04 Playground Perimeter Curb 1 LS $ 171p5. $ 1,7�pr'J.Qe A16. SP 8-04 Concrete Seat Wall 1 LS $t3, 2-Lt1.0- 0 $131?.47.00 A17. SP 8-21 Permanent Signing 1 LS $ 23530* $ 1353 0 A18. SP 8-22 4 In. Wide Paint Line and00 Access Parking Symbols 1 LS $ 75J 7y?,�,Q0 $ A19. SP 8-22 4 In. Wide Paint Line Buffer Area 1 LS $ 2.500.°° $ 2500 00 A20. SP 8-30 Precast Concrete Wheel Stop 3 EACH $ $?j, o0 City of Bremerton April 2014 Evergreen Rotary Park Renovation Project 1-14 Proposal Form Contract Documents Item Ref Estimated No. to Spec Description of Item Quantity Unit Unit Price Amount Subtotal Schedule A (Bid Items Al—A20): $ Sales Tax (8.7%): TOTAL SCHEDULE A (Bid Items Al—A20): City of Bremerton April 2014 Evergreen Rotary Park Renovation Project I-15 Proposal Form Contract Documents SCHEDULE B — BID ADDITIVE 1 Item No. Ref to Spec Description of Item Estimated Quantity Unit Unit Price Amount 131 NA Deduct Item A19 1 LS -$ 21501) p0 -$ 2.5.00,6'0 B2 SP 2-02 Remove Asphalt Pavement Including Sawcut 1 LS o0 $ 3, i7• 2 7 00 $ 3, 0 ( ' 63 SP 5-04 3 In. Commercial HMA Overoo 4 In. CSTC 1 LS $ 71 n�` po $ 7, ONS. 134 SP 8-04 Cement Conc. Traffic Curb 1 LS $ 1?, W77 00 $13 b77. °O Subtotal Schedule B (Bid Items 131-64): $ �Z'3,9 .0O Sales Tax (8.7%): $' I $ 4%. 79 TOTAL SCHEDULE B (Bid Items 131-134): $ 2-3,0S SCHEDULE C — BID ADDITIVE 2 Item No. Ref to Spec Description of Item Estimated Quantity Unit Unit Price Amount C1 SP 2-02 Remove Asphalt Pavement�3 Including Sawcut 1 LS $ 21 ��• e0 $�� C2 SP 5-04 3 In. Commercial HMA Over 4 In. CSTC 1 LS 06 $ cfl3b9. 00 $ C3 SP 8-03 1 Irrigation Sleeves 1 LS 0,r-N6.pO $375-*' Subtotal Schedule C (Bid Items C1—C3): $ 1117 77. o* Sales Tax (8.7%): $ 102-q. 1*0 TOTAL SCHEDULE C (Bid Items C1—C3): $ 1Z/J501. too City of Bremerton April 2014 Evergreen Rotary Park Renovation Project 1-16 Proposal Form Contract Documents SCHEDULE D — BID ADDITIVE 3 Item No. Ref to Spec Description of Item Estimated Quantity Unit Unit Price Amount D1 SP 2-02 Remove Asphalt Pavementy7/ Including Sawcut 1 LS on $ t vo $ A171 - D2 SP 5-04 3 In. Commercial HMA Over 4 In. CSTC Including Sawcut 1 LS ed $ 114 • $ 107--o" Subtotal Schedule D (Bid Items D1—D2): $ �j 3 , 00 Sales Tax (8.7. %): TOTAL SCHEDULE D (Bid Items D1—D2): $ 2, 122• Item No. Ref to Spec Description of Item Estimated Quantity Unit Unit Price Amount E1 SP 5-02 Fog Seal 1 LS $ 111-76q."70 $ 11 -hi �9 Subtotal Schedule E (Bid Item E1): $ ll1 -7A.-10 Sales Tax (8.7%): f0'23-153 TOTAL SCHEDULE E (Bid Item E1): $ 2 i%b�j. 23 BID SUMMARY BASE BID —TOTAL SCHEDULE A (Bid Items A11-20): $ TOTAL SCHEDULE B (Bid Items B1—B4): $ 2?f. 80 . 79 TOTAL SCHEDULE C (Bid Items C1—C3): $ 1 Z� O C)f , b 0 TOTAL SCHEDULE D (Bid Items D1—D2): $ i TOTAL SCHEDULE E (Bid Item E1): $ ) TOTAL BID (BASE BID AND ALL BID ADDITIVES): $ : //,7 7/6, END OF PROPOSAL FORM City of Bremerton Apnl 2014 Evergreen Rotary Park Renovation Project I-17 Proposal Form Contract Documents BID CERTIFICATE (if Corporation) STATE OF Washington ) ss. COUNTY OF Pierce ) I HEREBY CERTIFY that a meeting of the Board of Directors of the Pivetta Brothers Construction, INnc. a corporation existing under the laws of the State of 121 Washington -3 -13 , 20_, the following resolution was duly passed and adopted: "RESOLVED, that the Mark Pivetta . held on as President of this Corporation, be and is hereby authorized to execute the Bid dated April 29th , 20 14, to the City of Bremerton by this Corporation and that his/her execution thereof, attested by the Secretary of this Corporation, and with the Corporate Seal affixed, shall be the official act and deed of this Corporation." I further certify that said resolution is now in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the official seal of the corporation this 29 day of April -,20 14. (Secretary) (SEAL) City of Bremerton Apnl 2014 Evergreen Rotary Park Renovation Project 1-18 Bid Certificate Contract Documents BID CERTIFICATE (if Limited Liability Company) STATE OF ) ) ss. COUNTY OF ) I HEREBY CERTIFY that a meeting of the Members of the a Limited Liability Company existing under the laws of the State of held on 20_, the following resolution was duly passed and adopted: "RESOLVED, that and , as Members of this Limited Liability Company, be and are hereby authorized to execute the Bid dated , 20_, to the City of Bremerton by this Limited Liability Company and that their execution thereof shall be the official act and deed of this Limited Liability Company." I further certify that said resolution is now in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand this _, day of '20 M By: (SEAL) A Limited Liability Company Member Member City of Bremerton April 2014 Evergreen Rotary Park Renovation Project 1-19 Bid Certificate Contract Documents BID CERTIFICATE (if Partnership) STATE OF ) ) ss. COUNTY OF ) I HEREBY CERTIFY that a meeting of the Partners of the a partnership existing under the laws of the State of "RESOLVED, that 20_, the following resolution was duly passed and adopted: , held on , as General Partner of the Partnership, be and is hereby authorized to execute the Bid dated 20_, to the City of Bremerton by this Partnership and that his/her execution thereof attested by the General Partner shall be the official act and deed of this Partnership." I further certify that said resolution is now in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand this _, day of , 20_ General Partner (SEAL) City of Bremerton April 2014 Evergreen Rotary Park Renovation Project 1-20 Bid Certificate Contract Documents BID CERTIFICATE (if Joint Venture) STATE OF ) ) ss. COUNTY OF ) I HEREBY CERTIFY that a meeting of the Principals of the a joint venture existing under the laws of the State of , held on , 20_, the following resolution was duly passed and adopted: "RESOLVED, that _ , as of the Joint Venture, be and is hereby authorized to execute the Bid dated , 20_, to the City of Bremerton by this Joint Venture and that his/her execution thereof attested by the shall be the official act and deed of this Joint Venture." I further certify that said resolution is now in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand this _, day of 120 Managing Partner (SEAL) City of Bremerton Apn12014 Evergreen Rotary Park Renovation Project 1-21 Bid Certificate Contract Documents INFORMATION REQUIRED OF BIDDER The Bidder shall furnish the following information. Additional sheets shall be attached as required. Failure to complete these items will cause the Bid to be non-responsive and may cause its rejection. In any event, no award will be made until all of the Bidder's General Information is delivered to the CITY. (1) CONTRACTOR's Name and Address: Pivetta Brothers Construction, Inc PO Box 370 Sumner, WA'98390 (2) CONTRACTOR's Telephone No.: 253-862-7890 CONTRACTOR's Fax No.: 253-470-5008 (3) CONTRACTOR's License: Primary Classification 237110 NAICS State License No. and Expiration Date: PIVETBC063B9 10/6/14 Specialty Classifications Held (if any): Name of Licensee, if different from (1) above: (4) Name, address, and telephone number of surety company and agent who will Please see attached provide the required bonds on this contract: (5) Name and position of person(s) who N/A attended the pre-bid visit to the work site (if any): City of Bremerton April 2014 Evergreen Rotary Park Renovation Project 1-22 Information Required of Bidder Contract Documents (6) ATTACH TO THIS BID a list of three (3) projects completed by the Contractor, that are similar to "Evergreen Rotary Park Renovation" project in nature, value and complexity of work. The three (3) projects must have been completed under the bidder's name as the prime (general) contractor within the last 5 years. The list shall include the following information as a minimum: • Names, address, and telephone number of owner. • Name of project. • Location of project. • Brief, description of the work involved. • Contract amount. • Date of completion of contract. • Name, address, and telephone number of architect or engineer. • Years in business under current name. City of Bremerton April 2014 Evergreen Rotary Park Renovation Project 1-23 Information Required of Bidder Contract Documents Evergreen Rotary Park Renovation Project City of Bremerton Department of Parks and Recreation Bid Openin_a: 10:00 a.m., April 29, 2014 City Clerk's Office, City Hall 345 Sixth Street, Suite 600 Bremerton, WA 98337-1873 Contact Person: Colette Berna Parks and Recreation Department 680 Lebo Boulevard Bremerton, WA 98310 Tel: (360) 473-5429 Colette.Berna@ci.bremerton.wa.gov (This page intentionally left blank) CERI IFICA"irE 01��� ENGIPIEEft, "I lwtectmrtpcal rriaterial and data contah ted ini these Specifications for the Eye ig,ma R219a Eat Ftenovaifi2n Pro weire pr,epared Uiriddr flhe sipervislon and (Ilrec.tion of 'the uindersigrmd, whose seal, as aprofelssional eingineer licensed to practice as sw;l i, i� x Ib6bw. /""514 /1 b I I �'7 .01,% 5 1 1 Pmpaired �by- David [Nrkuhn, P.E. Proje(I Engineer Recoirrimended by: Colefte Berna Flairks, IFIrojects Mariner, City of Brerneftori Parks i3nd Remreafiiori Approved by: VVyiin Birkenthal Nirector, C"ity ot Breirnerton Parks and Recreation City of Bremerton Evergreen Rotary Park Renovation Project Contract Documents ApdI 2014 Cerfificate of Erpneer 0 (This page intentionally left blank) City of Bremerton April 2014 Evergreen Rotary Park Renovation Project ii Certificate of Engineer Contract Documents TABLE OF CONTENTS PART II -AMENDMENTS TO THE STANDARD SPECIFICATIONS PART III - SPECIAL PROVISIONS INTRODUCTION TO THE SPECIAL PROVISIONS.................................................................III-1 DIVISION 1 — GENERAL REQUIREMENTS............................................................................III-3 DIVISION 2 — EARTHWORK..................................................................................................III-47 DIVISION 4 — BASES.............................................................................................................111-51 DIVISION 5 — SURFACE TREATMENTS AND PAVEMENTS...............................................III-53 DIVISION 7 — DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUIT............................................................................................III-57 DIVISION 8 — MISCELLANEOUS CONSTRUCTION.............................................................III-59 STANDARD PLANS (January 6, 2014)..................................................................................III-63 City of Bremerton April 2014 Evergreen Rotary Park Renovation Project iii Table of Contents Contract Documents PAGE PART I - BIDDING REQUIREMENTS AND CONTRACT FORMS NOTICE INVITING BIDS............................................................................................................1-1 BIDDER'S CHECKLIST..............................................................................................................1-3 PROPOSALBOND.....................................................................................................................1-7 NON -COLLUSION AFFIDAVIT...................................................................................................1-8 CERTIFICATION BY PROPOSED CONTRACTOR REGARDING EQUAL EMPLOYMENT OPPORTUNITY................................................................................................1-9 BIDDER'S SUBCONTRACTOR CONTACT REPORT.............................................................1-10 CERTIFICATION OF NON -SEGREGATED FACILITIES.........................................................1-11 CONTRACTOR'S REGISTRATION.........................................................................................1-12 BIDPROPOSAL.......................................................................................................................1-13 PROPOSALFORM...................................................................................................................1-14 BID CERTIFICATE...................................................................................................................1-18 INFORMATION REQUIRED OF BIDDER................................................................................1-22 CONTRACT..............................................................................................................................1-27 CONTRACT CERTIFICATE.....................................................................................................1-31 PERFORMANCE BOND...........................................................................................................1-35 PAYMENTBOND.....................................................................................................................1-37 STATEMENT OF INTENT TO PAY PREVAILING WAGES, DEPARTMENT OF LABOR ....... 1-39 PART II -AMENDMENTS TO THE STANDARD SPECIFICATIONS PART III - SPECIAL PROVISIONS INTRODUCTION TO THE SPECIAL PROVISIONS.................................................................III-1 DIVISION 1 — GENERAL REQUIREMENTS............................................................................III-3 DIVISION 2 — EARTHWORK..................................................................................................III-47 DIVISION 4 — BASES.............................................................................................................111-51 DIVISION 5 — SURFACE TREATMENTS AND PAVEMENTS...............................................III-53 DIVISION 7 — DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUIT............................................................................................III-57 DIVISION 8 — MISCELLANEOUS CONSTRUCTION.............................................................III-59 STANDARD PLANS (January 6, 2014)..................................................................................III-63 City of Bremerton April 2014 Evergreen Rotary Park Renovation Project iii Table of Contents Contract Documents APPENDICES A PREVAILING WAGE RATES B CONSTRUCTION FORMS C CONSTRUCTION PLANS D LABOR STANDARDS FOR DAVIS BACON AND RELATED ACTS E STANDARD PLANS City of Bremerton April 2014 Evergreen Rotary Park Renovation Project iv Table of Contents Contract Documents BIDDING REQUIREMENTS AND CONTRACT FORMS (This page intentionally left blank) NOTICE INVITING BIDS FOR EVERGREEN ROTARY PARK RENOVATION RECEIPT OF BIDS: Sealed Bids will be received at the office of the City Clerk of the City of Bremerton, located at 345 6th Street, Bremerton, Washington 98337 until 10:00 A.M. PST as shown on the wall clock inside the City Clerk's office on April 29, 2014, for the project Evergreen Rotary Park Renovation. Bids received after the specified time and date will not be considered. OPENING OF BIDS: The bids will be publicly opened and read after 10:00 AM on April 29, 2014, in the office of the City Clerk at 345 6th Street, Bremerton, Washington 98337. COMPLETION OF WORK: The WORK must be completed within fifteen (15) working days after the commencement date stated in the Notice to Proceed. DESCRIPTION OF WORK: The WORK to be completed under this Contract generally consists of improvements to Evergreen Rotary Park including demolition of curbing and pavements, earthwork, construction of subdrain, cement concrete seat wall, traffic curbing, and asphalt pavement, and striping and signing. PREVIEWING CONTRACT DOCUMENTS: Contract Documents may be downloaded from the project ftp site. Go to: https-Hfile.parametrix.com/, user name: EPRen, password: Parks123. PROPOSALS: All bid proposals must be made on the blank forms furnished in the Contract Documents. Sealed envelopes containing bids shall be entitled: Evergreen Rotary Park Renovation. BID SECURITY: Each bid proposal 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. The failure to furnish a bid deposit of a minimum of 5 percent shall make the bid nonresponsive and shall cause the bid to be rejected by the Contracting Agency. PERFORMANCE BOND: The successful bidder will also be required to provide a Performance Bond for 100 percent of the Contract Price. Should the successful bidder fail to enter into such contract and furnish satisfactory performance bond within the time stated in the specifications, the bid proposal deposit shall be forfeited to the City of Bremerton. City of Bremerton April 2014 Evergreen Rotary Park Renovation Project 1-1 Notice Inviting Bids Contract Documents PROJECT COMMUNICATION: All communications related to the project shall be directed to the City prior to opening of Bids: Communication by Phone/Email- Colette Berna Telephone: (360) 473-5429 Email: Colette.Berna@ci.bremerton.wa.gov Communication by Mail: Department of Parks and Recreation 680 Lebo Boulevard Bremerton, WA 98310 ATTN: Colette Berna CITY'S RIGHTS RESERVED: The City of Bremerton reserves the right to reject any and all bids on any or all schedules or additives or to waive any informalities in the bidding and shall determine which bid or bidders is the most satisfactory and responsible bidder and shall be the sole judge thereof. No plea of mistake in the bid shall be available to the bidder for the recovery of his/her deposit or as a defense to any action based upon the neglect or refusal to execute a contract. The City of Bremerton in accordance with Title VI of the Civil Rights Act of 1964, 78 Stat. 252, 42 U.S.C. 2000d to 2000d-4, hereby notifies all bidders that it will affirmatively insure that in any contract entered into pursuant to this advertisement, disadvantaged business enterprises as defined at 49 CFR Part 26 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, national origin, or sex in consideration for an award. This project has been assigned a "Zero" DBE goal. This project is funded in part by the Department of Housing and Urban Development. Bidders shall note that this project is subject to Davis Bacon and Related Acts, including adherence to Federal Prevailing Wage Law. Minimum wage rates shall be determined by the Secretary of Labor in accordance with the provisions of the Davis -Bacon and Related Acts. This project is also subject to state of Washington Prevailing Wage Law Chapter 39.12 RCW and Chapter 296-127 WAC. END OF NOTICE INVITING BIDS City of Bremerton April 2014 Evergreen Rotary Park Renovation Project 1-2 Notice Inviting Bids Contract Documents BIDDER'S CHECKLIST This section lists the contract forms required for this project. The bidder's attention is especially directed to the forms that must be executed in full as required and submitted with the bidder's bid. These are indicated as follows in the section titled "Bid Documents." BID DOCUMENTS These documents must be executed and submitted to the City with your bid, no later than the designated bid closing date and time. Bids that do not include all of the required forms, properly completed, may be declared unresponsive. Proposal Bond This form to be executed by the bidder and the surety company unless bid is accompanied by a certified check. The amount of this bond shall be not less than five percent (5%) of the total amount bid and may be shown in dollars or on a percentage basis. 2. Non Collusion Affidavit 3. Certification by Proposed Contractor Regarding Equal Employment Opportunity 4. Bidder's Subcontractor Contact Report 5. Certification of Non -Segregated Facilities 6. Contractor's Registration The successful Bidder shall acquire and/or possess a current City of Bremerton Business License and any other licenses and permits which may be required to fulfill the obligations of the Contract as specified. Business and occupancy (B&O) taxes shall be paid when due and the CONTRACTOR will agree to assign any payments due to the City Clerk for payment of such taxes which have been declared delinquent. 7. Bid Proposal 8. Proposal Form 9. Bid Certificate Bids by corporations must be executed in the corporate name by the president, a vice-president, or other corporate officer. Such Bid shall be accompanied by the enclosed Certificate of Authority to sign, attested by the secretary or assistant secretary, and with the corporate seal affixed. The corporate address and state of incorporation must appear below the signature. Bids by partnerships must be executed in the partnership name and be signed by a managing partner, accompanied by the enclosed Certificate of Authority to sign, and his/her title must appear under the signature and the official address of the partnership must appear below the signature. City of Bremerton April 2014 Evergreen Rotary Park Renovation Project 1-3 Bidder's Checklist Contract Documents Bids by joint ventures must be executed in the joint venture name and be signed by a joint venture managing partner, accompanied by the enclosed Certificate of Authority to sign, and his/her title must appear under the signature and the official address of the joint venture must appear below the signature. Bids by limited liability companies must be executed in the limited liability company name and be signed by a member, accompanied by the enclosed Certificate of Authority to sign, and his/her title must appear under the signature and the official address of the joint venture must appear below the signature. 10. Information Required of Bidder In selecting the lowest responsive, responsible Bidder, consideration will be given to the general competency of the Bidder for the performance of the WORK covered by the Bid. To this end, each Bid shall be supported by a statement of the Bidder's experience as of recent date on the form entitled "INFORMATION REQUIRED OF BIDDER" bound herein. Documents to be Executed by the Successful Bidder The following forms are to be executed after the contract is awarded. These forms must be submitted within five (5) calendar days after the date of Notice of Award of Contract. 1. Contract 2. Contract Certificate 3. Performance Bond and Payment Bond To be executed by the successful bidder and its surety company. 4. Insurance Certificates Documents to be Executed Prior to First Payment The following form is to be executed prior to first payment: 1. Statement of Intent to Pay Prevailing Wages, Department of Labor and Industries City of Bremerton April 2014 Evergreen Rotary Park Renovation Project 1-4 Bidder's Checklist Contract Documents SUBMIT THE ENCLOSED USE OF OTHER FORMS MAY SUBJECT YOUR BID TO REJECTION City of Bremerton April 2014 Evergreen Rotary Park Renovation Project 1-5 Bidder's Checklist Contract Documents (This page intentionally left blank) City of Bremerton April 2014 Evergreen Rotary Park Renovation Project 1-6 Contract Documents of PROPOSAL BOND KNOW ALL MEN BY THESE PRESENTS, That we, as principal, and the a corporation duly organized under the laws of the state of and authorized to do business in the State of Washington, as surety, are held and firmly bound unto the City of Bremerton in the full sum of five (5) percent of the total amount of the bid proposal of said principal for the work hereinafter described, for the payment of which, well and truly to be made, we bind our heirs, executors, administrators and assigns, and successors and assigns, firmly by these presents. The condition of this bond is such, that whereas the principal herein is herewith submitting his or its sealed proposal for the following construction, to wit: Evergreen Rotary Park Renovation said bid and proposal, by reference thereto, being made a part hereof. NOW, THEREFORE, If the said proposed bid by said principal be accepted, and the Contract be awarded to said principal, and if said principal shall duly make and enter into and execute said Contract and shall furnish bond as required by the City of Bremerton within a period of five (5) days from and after said award, exclusive of the day of such award, then this obligation shall be null and void, otherwise it shall remain and be in full force and effect. IN TESTIMONY WHEREOF, The principal and surety have caused these presents to be signed and sealed this day of , 2014. (Principal) (Surety) (Attorney-in-fact) City of Bremerton April 2014 Evergreen Rotary Park Renovation Project 1-7 Proposal Bond Contract Documents NON -COLLUSION AFFIDAVIT STATE OF ss. COUNTY OF , being first duly sworn, deposes and says that he or she is of the party making the foregoing bid that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. Signed: Subscribed and sworn to before me this day of 12014 Notary Public in and for the County of State of (SEAL) City of Bremerton April 2014 Evergreen Rotary Park Renovation Project 1-8 Non -Collusion Affidavit Contract Documents CERTIFICATION BY PROPOSED CONTRACTOR REGARDING EQUAL EMPLOYMENT OPPORTUNITY In accordance with Chapter 56, Laws of 1975 1st Extraordinary Session, Certification regarding Equal Opportunity is required of bidders or prospective contractors and their proposed subcontractors prior to the award of contracts or subcontracts. Name of Prime Contractor Address: Internal Revenue Service Employer Identification No. a. Contractor has participated in a previous contract Yes No or subcontract subject to the Equal Opportunity Clause. b. Compliance reports were required to be filed in Yes No connection with such contract/subcontract. c. Contractor has filed all compliance reports required by Yes No Executive Orders 10925, 11114, 11246 or by regulations of the Equal Opportunity Commission issued pursuant to Title VII of the Civil Rights Act of 1964. d. If answer to item V is "no", please explain in detail in the space below. CERTIFICATION: I, the undersigned, certify that the information above is true and complete to the best of my knowledge and belief. Name and Title of Signer (please type or print clearly) Signature Date City of Bremerton April 2014 Evergreen Rotary Park Renovation Project 1-9 Certification by Proposed Contractor Regarding Contract Documents Equal Employment Opportunity BIDDER'S SUBCONTRACTOR CONTACT REPORT Please list below all minority and other subcontractors contacted to bid on subcontract work on this project. Indicate with an asterisk (*) those firms that are at least 51 percent or more minority owned. (This listing does not in any way obligate you to contract with any firm on this listing). Name Address City/State Telephone Number Type of Work Bid In Results Name Address City/State Telephone Number Type of Work Bid In Results Name Address City/State Telephone Number Type of Work Bid In Results Name of Bidder: Name Address City/State Telephone Number Type of Work Bid In Results Name Address City/State Telephone Number Type of Work Bid In Results Name Address City/State Telephone Number Type of Work Bid In Results Name of Principle Responsible for Making Contact City of Bremerton Evergreen Rotary Park Renovation Project 1-10 Contract Documents Date April 2014 Bidder's Subcontractor Contact Report CERTIFICATION OF NON -SEGREGATED FACILITIES The bidder certifies that he does not maintain or provide for his employees any segregated facilities at any of his establishments, and that he does not permit his employees to perform their services at any location, under his control, where segregated facilities are maintained. The bidder certifies further that he will not maintain or provide for his employees any segregated facilities at any of his establishments, and that he will not permit his employees to perform their services at any location under his control where segregated facilities are maintained. The bidder agrees that a breach of this certification will be a violation of the equal opportunity clause in any contract resulting from acceptance of this bid. As used in this certification, the term "segregated facilities" means any waiting rooms, work areas, restrooms and washrooms, restaurants and other eating areas, time clocks, 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, religion, or national origin, because of habit, local custom, or otherwise. The bidder agrees that (except where he has obtained identical certification from proposed subcontractors for specific time periods) he will obtain identical certifications from proposed subcontractors prior to the award of subcontracts exceeding $10,000 which are not exempt from the provisions of the equal opportunity clause, and that he will retain such certification in his files. Note: The penalty for making false statements in offers is prescribed in 18 U.S.C. S1001. Date: 120 (Name of Bidder) By: Title: Official Address: (Street or P.O. Box) (City, State, Zip) *Must be included without alteration. City of Bremerton April 2014 Evergreen Rotary Park Renovation Project 1-11 Certification of Non -Segregated Facilities Contract Documents CONTRACTOR'S REGISTRATION Name: Address: Employer's Identification Number (Employer social security number, not your personal social security number): Employment Security Department Number: Washington Industrial Insurance Number: Washington State Excise Tax Registration Number: Washington State Contractor's Registration Number/Expiration Date: City of Bremerton Business License Number: City of Bremerton April 2014 Evergreen Rotary Park Renovation Project 1-12 Contractor's Registration Contract Documents BID PROPOSAL Evergreen Rotary Park Renovation BID TO: City of Bremerton (Washington) Department of Parks and Recreation 1. The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with the CITY in the form included in the Contract Documents to perform the WORK as specified or indicated in said Contract Documents entitled Evergreen Rotary Park Renovation. 2. Bidder accepts all of the terms and conditions of the Contract Documents, including without limitation those in the Notice Inviting Bids and Instructions to Bidders, dealing with the disposition of the Bid security. 3. This Bid will remain open for the period stated in the "Notice Inviting Bids" unless otherwise required by law. Bidder will enter into an Agreement within the time and in the manner required in the "Notice Inviting Bids" and will furnish the insurance certificates, Payment Bond, and Performance Bond required by the Contract Documents. 4. Bidder has examined copies of all the Contract Documents including the following addenda (receipt of all of which is hereby acknowledged): Number Date Failure to acknowledge all addenda shall render the bid non-responsive and shall be cause for its rejection. 5. Bidder has familiarized itself with the nature and extent of the Contract Documents, WORK, site, locality where the WORK is to be performed, the legal requirements (federal, state and local laws, ordinances, rules, and regulations), and the conditions affecting cost, progress or performance of the WORK and has made such independent investigations as Bidder deems necessary. 6. Bidder shall comply with the requirements of the Davis -Bacon and related acts (DBRA) as outlined in 29 CFR parts 1-7 when the contract for construction, alteration, and or repair exceeds $2,000, is federally assisted, and involves the employment of laborers and/or mechanics to perform the work. DRBA related federal labor standards provisions are included in Appendix D. To all the foregoing, and including all Proposal Forms contained in this Bid, said Bidder further agrees to complete the WORK required under the Contract Documents within the Contract Time stipulated in said Contract Documents, and to accept in full payment therefore the Contract Price based on the Total Bid Price(s) named in the aforementioned Proposal Forms. NOTE: Prices for all items, all extensions and total amount of bid must be shown in the Proposal Forms. Show prices in figures. Dated: Bidder: By: (Signature) Title: City of Bremerton April 2014 Evergreen Rotary Park Renovation Project 1-13 Bid Proposal Contract Documents PROPOSALFORM EVERGREEN ROTARY PARK RENOVATION Date: . 2014 SCHEDULE A — BASE BID Item No. Ref to Spec Description of Item Estimated Quantity Unit Unit Price Amount Al. 1-04 Minor Change 1 EST $1 $1 A2. 1-05 Roadway Surveying 1 LS $ $ A3. 1-09 Mobilization 1 LS $ $ A4. 1-10 Project Temporary Traffic Control 1 LS $ $ A5. SP 2-02 Removal of Structure and Obstruction 1 LS $ $ A6. SP 2-02 Removing Asphalt Pavement Incl. Sawcutting 1 LS $ $ A7. SP 2-03 Gravel Borrow Incl. Haul 1 LS $ $ A8. SP 4-04 Gravel Base 1 LS $ $ A9. SP 5-04 3 In. Commercial HMA Over 4 In. CSTC 1 LS $ $ A10. SP 7-01 Subdrain 1 LS $ $ A11. 7-05 Adjust Manhole 1 EACH $ $ Al2. 8-01 High Visibility Fence 1 LS $ $ A13. 8-01 Inlet Protection 3 EACH $ $ A14. SP 8-04 Cement Conc. Traffic Curb 1 LS $ $ A15. SP 8-04 Playground Perimeter Curb 1 LS $ $ A16. SP 8-04 Concrete Seat Wall 1 LS $ $ A17. SP 8-21 Permanent Signing 1 LS $ $ A18. SP 8-22 4 In. Wide Paint Line and Access Parking Symbols 1 LS $ $ A19. SP 8-22 4 In. Wide Paint Line Buffer Area 1 LS $ $ A20. SP 8-30 Precast Concrete Wheel Stop 3 EACH $ $ City of Bremerton April 2014 Evergreen Rotary Park Renovation Project 1-14 Proposal Form Contract Documents Item No. Ref to Spec Description of Item Estimated Quantity Unit Unit Price Amount Subtotal Schedule A (Bid Items Al—A20): $ Sales Tax (8.7%): TOTAL SCHEDULE A (Bid Items Al—A20): City of Bremerton April 2014 Evergreen Rotary Park Renovation Project 1-15 Proposal Form Contract Documents SCHEDULE B — BID ADDITIVE 1 Item No. Ref to Spec Description of Item Estimated Quantity Unit Unit Price Amount 131 NA Deduct Item A19 1 LS $ $ B2 SP 2-02 Remove Asphalt Pavement Including Sawcut 1 LS $ $ B3 SP 5-04 3 In. Commercial HMA Over 4 In. CSTC 1 LS $ $ B4 SP 8-04 Cement Conc. Traffic Curb 1 LS $ $ Subtotal Schedule B (Bid Items 131-134): $ Sales Tax (8.7%): TOTAL SCHEDULE B (Bid Items 131-134): $ SCHEDULE C — BID ADDITIVE 2 Item No. Ref to Spec Description of Item Estimated Quantity Unit Unit Price Amount C1 SP 2-02 Remove Asphalt Pavement Including Sawcut 1 LS $ $ C2 SP 5-04 3 In. Commercial HMA Over 4 In. CSTC 1 LS $ $ C3 SP 8-03 Irrigation Sleeves 1 LS $ $ Subtotal Schedule C (Bid Items C1—C3): $ Sales Tax (8.7%): TOTAL SCHEDULE C (Bid Items C1—C3): $ City of Bremerton April 2014 Evergreen Rotary Park Renovation Project 1-16 Proposal Form Contract Documents SCHEDULE D — BID ADDITIVE 3 Item No. Ref to Spec Description of Item Estimated Quantity Unit Unit Price Amount D1 SP 2-02 Remove Asphalt Pavement Including Sawcut 1 LS $ $ D2 SP 5-04 3 In. Commercial HMA Over 4 In. CSTC Including Sawcut 1 LS $ $ Subtotal Schedule D (Bid Items D1—D2): $ Sales Tax (8.7%): TOTAL SCHEDULE D (Bid Items D1—D2): $ SCHEDULE E — BID ADDITIVE 4 Item No. Ref to Spec Description of Item Estimated Quantity Unit Unit Price Amount E1 SP 5-02 Fog Seal 1 LS $ $ Subtotal Schedule E (Bid Item E1): $ Sales Tax (8.7%): TOTAL SCHEDULE E (Bid Item E1): $ BID SUMMARY BASE BID —TOTAL SCHEDULE A (Bid Items A11-20): $ TOTAL SCHEDULE B (Bid Items 131-134): $ TOTAL SCHEDULE C (Bid Items C1—C3): $ TOTAL SCHEDULE D (Bid Items D1—D2): $ TOTAL SCHEDULE E (Bid Item E1): $ TOTAL BID (BASE BID AND ALL BID ADDITIVES): $ END OF PROPOSAL FORM City of Bremerton April 2014 Evergreen Rotary Park Renovation Project 1-17 Proposal Form Contract Documents BID CERTIFICATE (if Corporation) STATE OF ) ) ss. COUNTY OF ) I HEREBY CERTIFY that a meeting of the Board of Directors of the a corporation existing under the laws of the State of , held on , 20_, the following resolution was duly passed and adopted: "RESOLVED, that , as President of this Corporation, be and is hereby authorized to execute the Bid dated , 20_, to the City of Bremerton by this Corporation and that his/her execution thereof, attested by the Secretary of this Corporation, and with the Corporate Seal affixed, shall be the official act and deed of this Corporation." I further certify that said resolution is now in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the official seal of the corporation this , day of , 20_ (Secretary) (SEAL) City of Bremerton April 2014 Evergreen Rotary Park Renovation Project 1-18 Bid Certificate Contract Documents BID CERTIFICATE (if Limited Liability Company) STATE OF ) ) ss. COUNTY OF ) I HEREBY CERTIFY that a meeting of the Members of the a Limited Liability Company existing under the laws of the State of , held on , 20_, the following resolution was duly passed and adopted: "RESOLVED, that and . as Members of this Limited Liability Company, be and are hereby authorized to execute the Bid dated , 20_, to the City of Bremerton by this Limited Liability Company and that their execution thereof shall be the official act and deed of this Limited Liability Company." I further certify that said resolution is now in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand this _, day of 120 in M (SEAL) A Limited Liability Company Member Member City of Bremerton April 2014 Evergreen Rotary Park Renovation Project 1-19 Bid Certificate Contract Documents BID CERTIFICATE (if Partnership) STATE OF ) ) ss. COUNTY OF ) I HEREBY CERTIFY that a meeting of the Partners of the a partnership existing under the laws of the State of , held on , 20_, the following resolution was duly passed and adopted: "RESOLVED, that as General Partner of the Partnership, be and is hereby authorized to execute the Bid dated , 20_, to the City of Bremerton by this Partnership and that his/her execution thereof attested by the General Partner shall be the official act and deed of this Partnership." I further certify that said resolution is now in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand this _, day of , 20_ General Partner (SEAL) City of Bremerton April 2014 Evergreen Rotary Park Renovation Project 1-20 Bid Certificate Contract Documents BID CERTIFICATE (if Joint Venture) STATE OF ) ) ss. COUNTY OF ) I HEREBY CERTIFY that a meeting of the Principals of the a joint venture existing under the laws of the State of , held on , 20_, the following resolution was duly passed and adopted: "RESOLVED, that_ , as of the Joint Venture, be and is hereby authorized to execute the Bid dated , 20_, to the City of Bremerton by this Joint Venture and that his/her execution thereof attested by the shall be the official act and deed of this Joint Venture." I further certify that said resolution is now in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand this _, day of 120 Managing Partner (SEAL) City of Bremerton April 2014 Evergreen Rotary Park Renovation Project 1-21 Bid Certificate Contract Documents INFORMATION REQUIRED OF BIDDER The Bidder shall furnish the following information. Additional sheets shall be attached as required. Failure to complete these items will cause the Bid to be non-responsive and may cause its rejection. In any event, no award will be made until all of the Bidder's General Information is delivered to the CITY. (1) CONTRACTOR's Name and Address: (2) CONTRACTOR's Telephone No.: CONTRACTOR's Fax No.: (3) CONTRACTOR's License: Primary Classification State License No. and Expiration Date: Specialty Classifications Held (if any): Name of Licensee, if different from (1) above: (4) Name, address, and telephone number of surety company and agent who will provide the required bonds on this contract: (5) Name and position of person(s) who attended the pre-bid visit to the work site (if any): City of Bremerton April 2014 Evergreen Rotary Park Renovation Project 1-22 Information Required of Bidder Contract Documents (6) ATTACH TO THIS BID a list of three (3) projects completed by the Contractor, that are similar to "Evergreen Rotary Park Renovation" project in nature, value and complexity of work. The three (3) projects must have been completed under the bidder's name as the prime (general) contractor within the last 5 years. The list shall include the following information as a minimum: • Names, address, and telephone number of owner. • Name of project. • Location of project. • Brief description of the work involved. • Contract amount. • Date of completion of contract. • Name, address, and telephone number of architect or engineer. • Years in business under current name. City of Bremerton April 2014 Evergreen Rotary Park Renovation Project 1-23 Information Required of Bidder Contract Documents (This page intentionally left blank) City of Bremerton April 2014 Evergreen Rotary Park Renovation Project 1-24 Information Required of Bidder Contract Documents CONTRACT DOCUMENTS -rs TO THE SUCCESSFUL BIDDER ONLY City of Bremerton April 2014 Evergreen Rotary Park Renovation Project 1-25 Information Required of Bidder Contract Documents (This page intentionally left blank) City of Bremerton April 2014 Evergreen Rotary Park Renovation Project 1-26 Information Required of Bidder Contract Documents CONTRACT (Page 1 of 4) THIS AGREEMENT is dated the day of in the year 20_ by and between the City of Bremerton (hereinafter called CITY) and (hereinafter called CONTRACTOR). CITY and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, agree as follows: ARTICLE 1. WORK. CONTRACTOR shall complete the WORK as specified or indicated in the CITY's Contract Documents entitled EVERGREEN ROTARY PARK RENOVATION. ARTICLE 2. CONTRACT TIMES. The WORK shall obtain Physical Completion within 15 working days after the commencement date stated in the Notice to Proceed. Time is of the essence as to each and every deadline set forth in this agreement. This provision has been specifically negotiated. ARTICLE 3. LIQUIDATED DAMAGES. CITY and the CONTRACTOR recognize that time is of the essence for this Agreement and that the CITY will suffer financial loss if the WORK is not completed within the time specified in Article 2 herein, plus any extensions thereof allowed in accordance with Section 1-08.8 of the Standard Specifications which may be modified by the Special Provisions. They also recognize the delays, expense, and difficulties involved in proving in a legal proceeding the actual loss suffered by the CITY if the WORK is not completed on time. Accordingly, instead of requiring any such proof, the CONTRACTOR shall pay the CITY liquidated damages in the amount of $1,000 per day after the date of Physical Completion for each phase. ARTICLE 4. CONTRACT PRICE. CITY shall pay CONTRACTOR for completion of the WORK in accordance with the Contract Documents in the amount set forth in the Bid Proposal, which shall include sales tax as provided in Section 1-07.2(2) of the Special Provisions. ARTICLE 5. PAYMENT PROCEDURES. CONTRACTOR shall submit Applications for Payment in accordance with Section 1-09.9 of the Standard Specifications which may be modified by the Special Provisions. Applications for Payment will be processed by ENGINEER as provided in the Special Provisions Contractor Initials City of Bremerton April 2014 Evergreen Rotary Park Renovation Project 1-27 Contract Contract Documents CONTRACT (Page 2 of 4) ARTICLE 6. CONTRACT DOCUMENTS. The Contract Documents which comprise the entire agreement between CITY and CONTRACTOR concerning the WORK consist of this Contract and the following attachments to this Contract: • Notice Inviting Bids, • Bidders Checklist, • Bid Proposal including the Proposal Forms, Information Required of Bidder, Bid Bond, and all required certificates and affidavits, • Performance Bond, • Payment Bond, • Standard Specifications, • Amendments to the Standard Specifications, • Special Provisions, • Appendices • Contract Plans, • Addenda numbers to , inclusive. • Change Orders which may be delivered or issued after Effective Date of the Agreement and are not attached hereto. There are no Contract Documents other than those listed in this Article 6. The Contract Documents may only be amended by Change Order as provided in Section 1-04.4 of the Standard Specifications which may be modified by the Special Provisions. ARTICLE 7. INDEMNIFICATION. The CONTRACTOR and CITY acknowledge and agree that they have negotiated the following in accordance with the requirements of RCW 4.24.115 and the CONTRACTOR specifically waives his immunity under industrial insurance under Title 51 RCW. To the fullest extent permitted by Laws and Regulations, the CONTRACTOR shall indemnify, defend, and hold harmless the CITY, ENGINEER, their consultants, subconsultants, and the officers, directors, employees, and agents of each and any of them, against and from any and all claims, injuries, damages, losses or suits, including all legal costs and attorney fees, all claims and liability arising under, by reason of, related, or incidental to the Contract Documents or any performance of the WORK, but not from the sole negligence or willful misconduct of the CITY and/or the ENGINEER as further defined in the Contract Documents. The provisions of this section shall survive the termination of the contract. Contractor Initials City of Bremerton April 2014 Evergreen Rotary Park Renovation Project 1-28 Contract Contract Documents CONTRACT (Page 3 of 4) ARTICLE 8. ASSIGNMENT No assignment by a party hereto of any rights under or interests in the Contract Documents will be binding on another party hereto without the written consent of the party sought to be bound; and specifically but without limitation monies that may become due and monies that are due may not be assigned without such consent (except to the extent that the effect of this restriction may be limited by law), and unless specifically stated to the contrary in any written consent to an assignment, no assignment will release or discharge the assignor from any duty or responsibility under the Contract Documents. The CITY, in its sole discretion, may refuse to allow the CONTRACTOR to assign any or all of its duties, rights and/or responsibilities under the Agreement, except with regards to an assignment of funds for security purposes. In the case of an assignment for security purposes the CITY may condition its approval to the extent it deems necessary to assure that there will be adequate funds to complete the WORK and to pay a subcontractors and suppliers. ARTICLE 9. DAVIS BACON AND RELATED ACTS Bidder shall comply with the requirements of the Davis -Bacon and related acts (DBRA) as outlined in 29 CFR parts 1-7 when the contract for construction, alteration, and or repair exceeds $2,000, is federally assisted, and involves the employment of laborers and/or mechanics to perform the work. CITY and CONTRACTOR each binds itself, its partners, successors, assigns and legal representatives to the other party hereto, its partners, successors, assigns and legal representatives in respect of all covenants, agreements and obligations contained in the Contract Documents. IN WITNESS WHEREOF, CITY and CONTRACTOR have caused this Agreement to be executed the day and year first above written. CITY : City of Bremerton Z Attest Address for giving notices go CONTRACTOR [CORPORATE SEAL] Attest Address for giving notices License No. City of Bremerton April 2014 Evergreen Rotary Park Renovation Project 1-29 Contract Contract Documents CONTRACT (Page 4 of 4) Approved as to Form: Agent for service of process: (Signature) (Title) City of Bremerton April 2014 Evergreen Rotary Park Renovation Project 1-30 Contract Contract Documents CONTRACT CERTIFICATE (if Corporation) STATE OF ) ) ss. COUNTY OF ) I HEREBY CERTIFY that a meeting of the Board of Directors of the a corporation existing under the laws of the State of , held on , 20_, the following resolution was duly passed and adopted: "RESOLVED, that , as President of the Corporation, be and is hereby authorized to execute the Agreement dated , 20_7 by and between this Corporation and the City of Bremerton and that his/her execution thereof, attested by the Secretary of this Corporation, and with the Corporate Seal affixed, shall be the official act and deed of this Corporation." I further certify that said resolution is now in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the official seal of the corporation this , day of , 20_ (Secretary) (SEAL) City of Bremerton April 2014 Evergreen Rotary Park Renovation Project 1-31 Contract Certificate Contract Documents CONTRACT CERTIFICATE (if Limited Liability Company) STATE OF ) ) ss. COUNTY OF ) I HEREBY CERTIFY that a meeting of the Members of the a Limited Liability Company existing under the laws of the State of , held on , 20_, the following resolution was duly passed and adopted: "RESOLVED, that and as Members of this Limited Liability Company, be and are hereby authorized to execute the Agreement dated , 20_, to the City of Bremerton by this Limited Liability Company and that their execution thereof shall be the official act and deed of this Limited Liability Company." I further certify that said resolution is now in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand this _, day of 120 A Limited Liability Company in Member M Member (SEAL) City of Bremerton Evergreen Rotary Park Renovation Project 1-32 Contract Documents April 2014 Contract Certificate CONTRACT CERTIFICATE (if Partnership) STATE OF ) ) ss. COUNTY OF ) I HEREBY CERTIFY that a meeting of the Partners of the a partnership existing under the laws of the State of , held on , 20_, the following resolution was duly passed and adopted: "RESOLVED, that , as of the Partnership, be and is hereby authorized to execute the Agreement dated , 20_7 by and between this Partnership and the City of Bremerton and that his/her execution thereof attested by the shall be the official act and deed of this Partnership." I further certify that said resolution is now in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand this _, day of 120 Partner (SEAL) City of Bremerton April 2014 Evergreen Rotary Park Renovation Project 1-33 Contract Certificate Contract Documents CONTRACT CERTIFICATE (if Joint Venture) STATE OF ) ) ss. COUNTY OF ) I HEREBY CERTIFY that a meeting of the Principals of the a joint venture existing under the laws of the State of , held on , 20_, the following resolution was duly passed and adopted: "RESOLVED, that , as of the Joint Venture, be and is hereby authorized to execute the Agreement dated 20_7 by and between this joint venture and the City of Bremerton and that his/her execution thereof attested by the shall be the official act and deed of this Joint Venture." I further certify that said resolution is now in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand this _, day of 120 (SEAL) END OF AGREEMENT Managing Partner City of Bremerton April 2014 Evergreen Rotary Park Renovation Project 1-34 Contract Certificate Contract Documents PERFORMANCE BOND (Page 1 of 2) KNOW ALL MEN BY THESE PRESENTS, That and as CONTRACTOR, as Surety, are held and firmly bound unto City of Bremerton hereinafter called "OWNER," in the sum of dollars, for the payment of which sum, well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors, and assigns, jointly and severally, firmly by these presents. THE CONDITIONS OF THIS OBLIGATION ARE SUCH, that said CONTRACTOR has been awarded and is about to enter into the annexed Agreement with said OWN ER to perform the WORK as specified or indicated in the Contract Documents entitled "City of Bremerton Department of Parks and Recreation, Evergreen Rotary Park Renovation"; now, therefore, In the event CONTRACTOR fails to timely or properly perform any of the requirements of the Contract Documents at the times and in the manner contained therein, the Surety shall be liable under this bond up to the amount of the bond for the full amount of the OWNER's expenses to construct or repair all work as well as all loss, cost, expense or damage suffered by the OWNER in excess of the Contract amount due to the CONTRACTOR'S failure to comply with any contract or permit conditions or other applicable laws and regulations. The Surety agrees that within 30 calendar days of receiving notice that the OWNER has declared a CONTRACTOR default and formally terminated the CONTRACTOR'S right to complete the Contract pursuant to its terms and conditions and that the CONTRACTOR has defaulted on all or part of the terms guaranteed by this bond, the Surety shall either: 1. Notify the OWNER in writing of its intent to cure the default itself within a reasonable period of time acceptable to the OWNER. The OWNER agrees to pay the balance of the Contract price to the Surety in accordance with the terms of the Contract, or 2. Tender to the OWNER the demanded sum, up to the amount of the bond. However, if the amount necessary for the OWNER to cure the default is less than the amount tendered, the OWNER will return, without interest, any overpayment to the Surety. PROVIDED, that any alterations in the WORK to be done or the materials to be furnished, or changes in the time of completion, which may be made pursuant to the terms of said Contract Documents, shall not in any way release said CONTRACTOR or said Surety hereunder, nor shall any extensions of time granted under the provisions of said Contract Documents, release either said CONTRACTOR or said Surety, and notice of such alterations or extensions of the Agreement is hereby waived by said Surety. The obligation of the Surety shall include reimbursing the City for all costs and expenses, (including, but not limited to fees and charges of engineers, architects, attorneys, and other professionals, and court costs if litigation is commenced) incurred by the OWNER in enforcing the provisions of this Bond. City of Bremerton April 2014 Evergreen Rotary Park Renovation Project 1-35 Performance Bond Contract Documents PERFORMANCE BOND (Page 2 of 2) The CONTRACTOR hereby agrees that the CONTRACTOR'S obligation to perform the required work is not limited to the amount of funds held by the Surety. This bond is irrevocable and cannot be canceled by the Surety or the CONTRACTOR. This bond shall remain in full force and effect for a period of one (1) year following final acceptance of the project by the City, and until the bond is released in writing by the OWNER at the written request of the Surety or CONTRACTOR. IN WITNESS WHEREOF, we have hereunder set our hands and seals this day of , 20_ 0 (CONTRACTOR) (Signature and SEAL) (SEAL) (SEAL) (Surety) By: (Signature and SEAL) (SEAL AND NOTARIAL ACKNOWLEDGEMENT OF SURETY) Address of Surety to which all notices shall be sent: Address of Surety for service of process: (must be a physical address) City of Bremerton April 2014 Evergreen Rotary Park Renovation Project 1-36 Performance Bond Contract Documents PAYMENT BOND (Page 1 of 2) KNOW ALL MEN BY THESE PRESENTS, That and as CONTRACTOR, as Surety, are held and firmly bound unto City of Bremerton hereinafter called "OWNER," in the sum of dollars, for the payment of which sum, well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors, and assigns, jointly and severally, firmly by these presents. THE CONDITIONS OF THIS OBLIGATION ARE SUCH, that said CONTRACTOR has been awarded and is about to enter into the annexed CONTRACT with said OWNER to perform the WORK as specified or indicated in the Contract Documents entitled "City of Bremerton Department of Parks and Recreation, Evergreen Rotary Park Renovation"; now, therefore, If said CONTRACTOR, or subcontractor, fails to pay for any materials, equipment, or other supplies, or for rental of same, used in connection with the performance of work contracted to be done, or for amounts due under applicable State law for any work or labor thereon, said Surety will pay for the same in an amount not exceeding the sum specified above, and, in the event suit is brought upon this bond, reasonable attorney's fees to be fixed by the court. This bond shall inure to the benefit of any persons, companies, or corporations entitled to file claims under applicable State law so as to give a right of action to them or their assigns in any suit brought upon this bond. PROVIDED, that any alterations in the WORK to be done or the materials to be furnished, or changes in the time of completion, which may be made pursuant to the terms of said Contract Documents, shall not in any way release said CONTRACTOR or said Surety thereunder, nor shall any extensions of time granted under the provisions of said Contract Documents release either said CONTRACTOR or said Surety, and notice of such alterations or extensions of the CONTRACT is hereby waived by said Surety. The obligation of the Surety shall include reimbursing the City of all costs and expenses, (including, but not limited to fee and charges of engineers, architects, attorneys, and other professionals, and court costs if litigation is commenced) incurred by the OWNER in enforcing the provisions of this Bond. City of Bremerton April 2014 Evergreen Rotary Park Renovation Project 1-37 Payment Bond Contract Documents PAYMENT BOND (Page 2 of 2) IN WITNESS WHEREOF, we have hereunder set our hands and seals this day of 12014. 0 (CONTRACTOR) (Signature and SEAL) (Surety) By: (Signature and SEAL) (SEAL AND NOTARIAL ACKNOWLEDGEMENT OF SURETY) Address of Surety to which all notices shall be sent: Address of Surety for service of process: (must be a physical address) City of Bremerton April 2014 Evergreen Rotary Park Renovation Project 1-38 Payment Bond Contract Documents Mpartynerit of labor and hitkistrics Prevailing wagQ t360)902 5335 %vivW hii,wa (4 • I'his ronn noust lac tylied or printed iii ink • Fill finall [Ehinks or the forni will be retrartired for, carreefivrlr see trrsRru4M'ioils). • I'leaseallowa minimuni oft 0 woikintz days fiut processing • Onee approved, 5p0111` fOUll Will I.X IX11,10d 01111 HC at STATEMENT OF INTENT TO PAY PREVAILING WAGES PubUir Works ("'onti-act $40.00 Filing Fee Rvqnh-rd Intent ID # (Assigned by 1,&I) – – – – – – – – – – – – – 1�W6'wki nc r Your CoinpwryNarne Prqui Name Contrao Nninba AIK'Cornttraly, Ere Ito d Rope i rg, r��age 1 201 t-Irls Your"Addross Awarding Agency 12311 Main Sri Let W A SIA c Depal UII Lill od"I'l-ir Clty tlle Zip 4 I zkwarding g' Ad(1resV,1f/"" Olympia WA 985014 Z31 41'9c P0 [Wx 4 7354 L Your Contrackor Rcgistratioli Number Yom UBt Number City ';late o i71pr.+.4 AW'(110 123 AA 1234567s9 Olympli ✓A 9S501 Your Indusirial Insurance Acconnt Nuniber Awarding Icy Conind More "5 In'111 11 1 It D 1 0, " 9 5— YourEmail A(kIrm,'(-1oIm1hx youl pholw N111ilbor 11 Be PorforTne, Ir, ttlhv/ I y Mirre wolk Will 13C perfortrical plevailillgwflgwhlima gov (555) 535-5555 Addifflitital D+ W)% A ca frilrac(nehills Your Expected Job Stud l Dee onm/dd/!y 4 Bid Dix Mine Co na" colrtlwchlr'sY 01/0U2011 ' 08/10,2010 it our Coutnid iincluding kil"Allicit lilt ki Job Silo AddresWl)irvaiona Stem Strect 41 Pluin Sqrect �/d/d/L ha 1, "Ill, I or "�)ol 000 ol) ARRA ftirlis Well0trefixtillon or DwrgyMcItent Funds DOCS IMS Ili alt CLI lit flize AnICI iUlli Recova y air(] lWirvemineli rims dits " iev,e rh'y Wmilliel izalioll of effilciency lipgridr flinds [I Yos E Na iARRA Ill op 4)? ❑ Yes 3 No Prime colapphy hireirittrai Plirl"E; conlinictor"ll, (3wit" party Infol'"Jollo" Ili nic Coritioct or's Computi) Nam c 1111ir slnkao N"n r C ib -actor's C(Impahy Name XYZ conpully, 111C. 11.4 . . . . . . . . . . .1 11 0110/ 1-" 7-1/11; S' Inc, F gi�n alion Nunitler Prinic Contractor's Reg 4 III hile coll"14vi/', IMINurn or" XYZIN (it 2i/kA N 987654321 r SUPFUM 21AA 321456997 R1111"', ori U IN ell I p lo voe s 1) 0 fol In work ot I Ill I F, Im I.1j e 07 Y e�' 0 No Will ALL work, be sobcmitracwd? No Do you ithend to use apprew entice o qyloy cq? a t 0 Yes El lvco 5�� Nallibu ol'Ourier Ito own at lols%' ed� 0 None 10) 0 One t h 0 Two (2) 0 11tree (3 ) 211A "20 NO Crafkffi rades/ r upations' riot but rtppt gtccs Me of Hourly Ifan einployce, I :s Ili more []ran one trade. on, /' that alp hoursworked in eadi trade we reported below. Number of Rate of Hourly Worker's Ustiat ("Fringe") 'At ba(11111111 I - , For addition""Al vjpse UW P406(dual A Pay Illellefits 2%WE9FWq% F I Labover - Asplial , , , a 2 39.28 5.00 T Power Equipment Operator Asphalt 11 Operator 1 45.04 2.35 A 'r Truck Drx (h) 1 46A7 0 00 Slitanitare 11hick I I wreby (olily drat I We ivad wid midin 4oArd the ir,,tmcglrwls to moll I el C thk ftxln and that the I &'nnwkrnisic luding ally Iddenda, are cocreo m id that all Yvoikerc I ei iipky m this F&H, WC}& N qj. I will be )nod n. ltb, delft die P, Mai krrrwi ,9 d tiff fl of lAtb0.7r aid Ind-nie,. Lflail Nj NOT ICEr If the, In1no, c -1-d in W . —1, f—e —in Mi.. d.11— ($1,900,000,00), RCW 39,04370r"Ilh-) on to coarpletethe EIIIJ 2805 (RCW 3%04.373)Add,nd..l and .14 rah It to yall, Affid.. It ul`Wg,x of Paid .1— your work on the I—Je. t cenro tudr+. I *' I. ney allot I-, 'It., kJ HE 2805 A dd,lohna h —( talbaiHied with Chi, 1.1-t. SAMPLE - 1701)-029-000 Sraftillefil of Intent to Pny Plevitihn? Waxvw03,2011 END OF CONTRACT FORMS City of Bremerton April 2014 Evergreen Rotary Park Renovation Project 1-39 Statement of Intent to Pay Prevailing Wages, Contract Documents Department of Labor (This page intentionally left blank) AMENDMENTS TO THE STANDARD SPECIFICATIONS (This page intentionally left blank) 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 INTRO.AP1 INTRODUCTION The following Amendments and Special Provisions shall be used in conjunction with the 2014 Standard Specifications for Road, Bridge, and Municipal Construction. AMENDMENTS TO THE STANDARD SPECIFICATIONS The following Amendments to the Standard Specifications are made a part of this contract and supersede any conflicting provisions of the Standard Specifications. For informational purposes, the date following each Amendment title indicates the implementation date of the Amendment or the latest date of revision. Each Amendment contains all current revisions to the applicable section of the Standard Specifications and may include references which do not apply to this particular project. 1-02.AP1 Section 1-02, Bid Procedures and Conditions April 7, 2014 1-02.8(1) Noncollusion Declaration The third paragraph is revised to read: Therefore, by including the Non -collusion Declaration as part of the signed bid Proposal, the Bidder is deemed to have certified and agreed to the requirements of the Declaration. 1-03.AP1 Section 1-03, Award and Execution of Contract March 3, 2014 1-03.4 Contract Bond The last word of item 3 is deleted. Item 4 is renumbered to 5. The following is inserted after item 3 (after the preceding Amendments are applied): 4. Be conditioned upon the payment of taxes, increases, and penalties incurred on the project under titles 50, 51, and 82 RCW; and 1-04.AP1 Section 1-04, Scope of the Work April 7, 2014 1-04.4 Changes In the third paragraph, item number 1 and 2 are revised to read: AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK Revised: 4/14/14 1 2 3 4 5 6 7 8 I 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 a. When the character of the Work as altered differs materially in kind or nature from that involved or included in the original proposed construction; or b. When an item of Work, as defined elsewhere in the Contract, is increased in excess of 125 percent or decreased below 75 percent of the original Contract quantity. For the purpose of this Section, an item of Work will be defined as any item that qualifies for adjustment under the provisions of Section 1-04.6. 1-07.AP1 Section 1-07, Legal Relations and Responsibilities to the Public January 6, 2014 1-07.2 State Taxes This section is revised to read: The Washington State Department of Revenue has issued special rules on the state sales tax. Sections 1-07.2(1) through 1-07.2(3) are meant to clarify those rules. The Contracting Agency will not adjust its payment if the Contractor bases a Bid on a misunderstood tax liability. The Contracting Agency may deduct from its payments to the Contractor, retainage or lien the bond, in the amount the Contractor owes the State Department of Revenue, whether the amount owed relates to the Contract in question or not. Any amount so deducted will be paid into the proper State fund on the contractor's behalf. For additional information on tax rates and application refer to applicable RCWs, WACs or the Department of Revenue's website. 1-07.2(1) State Sales Tax: Work Performed on City, County, or Federally - Owned Land This section including title is revised to read: 1-07.2(1) State Sales Tax: WAC 458-20-171 — Use Tax For Work designated as Rule 171, Use Tax, the Contractor shall include for compensation the amount of any taxes paid in the various unit Bid prices or other Contract amounts. Typically, these taxes are collected on materials incorporated into the project and items such as the purchase or rental of; tools, machinery, equipment, or consumable supplies not integrated into the project. The Summary of Quantities in the Contract Plans identifies those parts of the project that are subject to Use Tax under Section 1-07.2(1). 1-07.2(2) State Sales Tax: Work on State -Owned or Private Land This section including title is revised to read: 1-07.2(2) State Sales Tax: WAC 458-20-170 — Retail Sales Tax For Work designated as Rule 170, Retail Sales Tax, the Contractor shall collect from the Contracting Agency, Retail Sales Tax on the full Contract price. The Contracting Agency will automatically add this Retail Sales Tax to each payment to the Contractor and for this reason; the Contractor shall not include the Retail Sales Tax in the unit Bid prices or in any other Contract amount. However, the Contracting Agency will not provide additional compensation to the Prime Contractor or Subcontractor for Retail Sales Taxes paid by the Contractor in addition to the Retail Sales Tax on the total AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK Revised: 4/14/14 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 contract amount. Typically, these taxes are collected on items such as the purchase or rental of; tools, machinery, equipment, or consumable supplies not integrated into the project. Such sales taxes shall be included in the unit Bid prices or in any other Contract amounts. The Summary of Quantities in the Contract Plans identifies those parts of the project that are subject to Retail Sales Tax under Section 1-07.2(2). 1-07.2(3) Services This section is revised to read: Any contract wholly for professional or other applicable services is generally not subject to Retail Sales Tax and therefore the Contractor shall not collect Retail Sales Tax from the Contracting Agency on those Contracts. Any incidental taxes paid as part of providing the services shall be included in the payments under the contract. 1-10.AP1 Section 1-10, Temporary Traffic Control April 7, 2014 1-10.1(1) Materials The following material reference is deleted from this section: Barrier Drums 9-35.8 1-10.1(2) Description The first paragraph is revised to read: The Contractor shall provide flaggers, and all other personnel required for labor for traffic control activities and not otherwise specified as being furnished by the Contracting Agency. 1-10.2(1) General In the third paragraph, the first two sentences are revised to read: The primary and alternate TCS shall be certified by one of the organizations listed in the Special Provisions. Possession of a current Washington State TCS card and flagging card by the primary and alternate TCS is mandatory. 1-10.2(1)B Traffic Control Supervisor The first paragraph is revised to read: A Traffic Control Supervisor (TCS) shall be present on the project whenever flagging or other traffic control labor is being utilized or less frequently, as authorized by the Engineer. The last paragraph is revised to read: AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK Revised: 4/14/14 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 The TCS may perform the Work described in Section 1-10.3(1)A Flaggers or in Section 1-10.3(1)B Other Traffic Control Labor and be compensated under those Bid items, provided that the duties of the TCS are accomplished. 1-10.2(2) Traffic Control Plans The first paragraph is revised to read: The traffic control plan or plans appearing in the Contract documents show a method of handling vehicle, bicycle, and pedestrian traffic. All construction signs, flaggers, and other traffic control devices are shown on the traffic control plan(s) except for emergency situations. If the Contractor proposes adding the use of flaggers to a plan, this will constitute a modification requiring approval by the Engineer. The modified plans shall show locations for all the required advance warning signs and a safe, protected location for the flagging station. If flagging is to be performed during hours of darkness, the plan shall include appropriate illumination for the flagging station. In the second paragraph, the second sentence is revised to read: Any Contractor -proposed modification, supplement or replacement shall show the necessary construction signs, flaggers, and other traffic control devices required to support the Work. 1-10.3(1) Traffic Control Labor The first paragraph is revised to read: The Contractor shall furnish all personnel for flagging, for the execution of all procedures related to temporary traffic control and for the setup, maintenance and removal of all temporary traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian traffic during construction operations. 1-10.3(1)A Flaggers and Spotters This section's title is revised to read: Flaggers The first paragraph is revised to read: Flaggers shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers shall possess a current flagging card issued by the State of Washington, Oregon, Montana, or Idaho. The flagging card shall be immediately available and shown to the Contracting Agency upon request. The last paragraph is deleted. 1-10.3(1)B Other Traffic Control Labor This section is revised to read: In addition to flagging duties, the Contractor shall provide personnel for all other traffic control procedures required by the construction operations and for the labor to install, maintain and remove any traffic control devices shown on Traffic Control Plans. AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK Revised: 4/14/14 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 1-10.3(3)B Sequential Arrow Signs This section is supplemented with the following sentence: When used in the caution mode, the four corner mode shall be used. 1-10.3(3)F Barrier Drums This section including title is deleted in its entirety and replaced with the following: 1-10.3(3)F Vacant 1-10.3(3)K Portable Temporary Traffic Control Signs The fifth paragraph is revised to read: The Project Engineer or designee will inspect the signal system at initial installation/operation and approve the signal timing. Final approval will be based on the results of the operational inspection. 1-10.4(2) Item Bids With Lump Sum for Incidentals In the second paragraph, the first and second sentences are revised to read: "Flaggers" will be measured by the hour. Hours will be measured for each flagging station, shown on an approved Traffic Control Plan, when that station is staffed in accordance with Section 1-10.3(1)A. The first sentence of the last bulleted item in this section is revised to read: Installing and removing Barricades, Traffic Safety Drums, Cones, Tubular Markers and Warning Lights and Flashers to carry out approved Traffic Control Plan(s). 1-10.5(2) Item Bids With Lump Sum for Incidentals This section is deleted and replaced with the following: "Traffic Control Supervisor", lump sum. The lump sum Contract payment shall be full compensation for all costs incurred by the Contractor in performing the Work defined in Section 1-10.2(1)B. "Pedestrian Traffic Control", lump sum. The lump sum Contract payment shall be full compensation for all costs incurred by the Contractor in performing the Work for pedestrian traffic control defined in Section 1-10. "Flaggers", per hour. The unit Contract price, when applied to the number of units measured for this item in accordance with Section 1-10.4(2), shall be full compensation for all costs incurred by the Contractor in performing the Work defined in Section 1-10.3(1)A. "Other Traffic Control Labor", per hour. AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK Revised: 4/14/14 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 The unit Contract price, when applied to the number of units measured for this item in accordance with Section 1-10.4(2), shall be full compensation for all labor costs incurred by the Contractor in performing the Work specified for this item in Section 1-10.4(2). "Construction Signs Class A", per square foot. The unit Contract price, when applied to the number of units measured for this item in accordance with Section 1-10.4(2), shall be full compensation for all costs incurred by the Contractor in performing the Work described in Section 1-10.3(3)A. In the event that "Do Not Pass" and "Pass With Care" signs must be left in place, a change order, as described in Section 1-04.4, will be required. When the Bid Proposal contains the item "Sign Covering", then covering those signs indicated in the Contract will be measured and paid according to Section 8-21. "Sequential Arrow Sign", per hour. The unit Contract price, when applied to the number of units measured for this item in accordance with Section 1-10.4(2), shall be full compensation for all costs incurred by the Contractor in performing the Work described in Section 1-10.3(3)B. "Portable Changeable Message Sign", per hour. The unit Contract price, when applied to the number of units measured for this item in accordance with Section 1-10.4(2), shall be full compensation for all costs incurred by the Contractor in performing the Work for procuring all portable changeable message signs required for the project and for transporting these signs to and from the project. "Transportable Attenuator", per each. The unit Contract price, when applied to the number of units measured for this item in accordance with Section 1-10.4(2), shall be full compensation for all costs incurred by the Contractor in performing the Work described in Section 1-10.3(3)J except for costs compensated separately under the items "Operation of Transportable Attenuator" and "Repair Transportable Attenuator". "Operation of Transportable Attenuator", per hour. The unit Contract price, when applied to the number of units measured for this item in accordance with Section 1-10.4(2), shall be full compensation for all costs incurred by the Contractor in performing the Work for operating transportable attenuators on the project. "Repair Transportable Attenuator", by force account. All costs of repairing or replacing transportable attenuators that are damaged by the motoring public while in use as shown on an approved Traffic Control Plan will be paid for by force account as specified in Section 1-09.6. To provide a common Proposal for all Bidders, the Contracting Agency has estimated the amount of force account for "Repair Transportable Attenuator" and has entered the amount in the Proposal to become a part of the total Bid by the Contractor. Transportable attenuators damaged due to the Contractor's operation or damaged in any manner when not in use shall be repaired or replaced by the Contractor at no expense to the Contracting Agency. AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK Revised: 4/14/14 1 2 "Other Temporary Traffic Control", lump sum. 3 4 The lump sum Contract payment shall be full compensation for all costs incurred by the 5 Contractor in performing the Work defined in Section 1-10, and which costs are not 6 compensated by one of the above -listed items. 7 8 "Portable Temporary Traffic Control Signal", lump sum. 9 10 The lump sum Contract payment shall be full compensation for all costs incurred by the 11 Contractor in performing the Work as described in Section 1-10.3(3)K, including all 12 costs for traffic control during manual control, adjustment, malfunction, or failure of the 13 portable traffic control signals and during replacement of failed or malfunctioning 14 signals. 15 16 5-01.AP5 17 Section 5-01, Cement Concrete Pavement Rehabilitation 18 January 6, 2014 19 5-01.2 Materials 20 The referenced section for the following item is revised to read: 21 22 Dowel Bars 9-07.5 23 24 25 5-04.AP5 26 Section 5-04, Hot Mix Asphalt 27 January 6, 2014 28 5-04.3(7)A3 Commercial Evaluation 29 The second sentence in the first paragraph is revised to read: 30 31 Mix designs for HMA accepted by commercial evaluation shall be submitted to the 32 Project Engineer on WSDOT Form 350-042. 33 34 6-02.AP6 35 Section 6-02, Concrete Structures 36 April 7, 2014 37 6-02.3(1) Classification of Structural Concrete 38 In paragraph two, item number 1 is revised to read: 39 40 Mix design and proportioning specified in Sections 6-02.3(2), 6-02.3(2)A and 6- 41 02.3(2)A1. 42 43 Item number 3 is renumbered to 4. 44 AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK Revised: 4/14/14 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 After the preceding Amendments are applied, the following new numbered item is inserted after item number 2: 3. Temperature and time for placement requirements specified in Section 6-02.3(4)D. 6-02.3(2) Proportioning Materials In the third paragraph, the first sentence is revised to read: The use of fly ash is required for Class 4000P concrete, except that ground granulated blast furnace slag may be substituted for fly ash at a 1:1 ratio. In the table titled "Cementitious Requirement for Concrete", the row beginning with "4000D" is deleted. The fourth paragraph is revised to read: When both ground granulated blast furnace slag and fly ash are included in the concrete mix, the total weight of both these materials is limited to 40 percent by weight of the total cementitious material for concrete class 4000A, and 50 percent by weight of the total cementitious material for all other classes of concrete. 6-02.3(2)A Contractor Mix Design In the first paragraph, the third sentence is revised to read: The required average 28 day compressive strength shall be selected in accordance with ACI 318, Chapter 5, Section 5.3.2. In the first paragraph, the fifth sentence is revised to read: All proposed concrete mixes except Class 4000D shall meet the requirements in Cementitous Requirement for Concrete in Section 6-02.3(2). In the fourth paragraph, the fourth sentence is deleted. In the sixth paragraph, the first sentence is deleted. In the seventh paragraph, the last sentence is deleted. The eighth paragraph is revised to read: Air content for concrete Class 4000D shall conform to Section 6-02.3(2)A1. For all other concrete, air content shall be a minimum of 4.5 percent and a maximum of 7.5 percent for all concrete placed above the finished ground line. The following new sub -section is added: 6-02.3(2)A1 Contractor Mix Design for Concrete Class 4000D All Class 4000D concrete shall be a project specific performance mix design conforming to the following requirements: 1. Aggregate shall use combined gradation in accordance with Section 9-03.1(5) with a nominal maximum aggregate size of 1-1/2 inches. AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK Revised: 4/14/14 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. Permeability shall be less than 2,000 coulombs at 56 days in accordance with AASHTO T 277. 3. Freeze -thaw durability shall be provided by one of the following methods: a. The concrete shall maintain an air content between 4.5 and 7.5 percent. b. The concrete shall maintain a minimum air content that achieves a durability factor of 90 percent, minimum, after 300 cycles in accordance with AASHTO T 161, Procedure A. This air content shall not be less than 3.0 percent. Test samples shall be obtained from concrete batches of a minimum of 3.0 cubic yards. 4. Scaling shall have a visual rating less than or equal to 2 after 50 cycles in accordance with ASTM C 672. 5. Shrinkage at 28 days shall be less than 320 micro strain in accordance with AASHTO T 160. 6. Modulus of elasticity shall be measured in accordance with ASTM C 469. 7. Density shall be measured in accordance with ASTM C 138. The Contractor shall submit the mix design in accordance with Section 6-02.3(2)A. The submittal shall include test reports for all tests listed above that follow the reporting requirements of the AASHTO/ASTM procedures. Samples for testing may be obtained from either laboratory or concrete plant batches. If concrete plant batches are used, the minimum batch size shall be 3.0 cubic yards. The Contractor shall submit the mix design to the Engineer at least 30 calendar days prior to the placement of concrete in the bridge deck. 6-02.3(4)D Temperature and Time For Placement The first two sentences are revised to read: Concrete temperatures shall remain between 55°F and 90°F while it is being placed, except that Class 4000D concrete temperatures shall remain between 55°F and 75°F during placement. Precast concrete that is heat cured in accordance with Section 6- 02.3(25)D shall remain between 50°F and 90°F while being placed. 6-02.3(5)H Sampling and Testing for Compressive Strength and Initial Curing The second paragraph is revised to read: The Contractor shall provide and maintain a sufficient number of cure boxes in accordance with WSDOT FOP for AASHTO T 23 for curing concrete cylinders. The cure boxes shall be readily accessible and no more than 500 feet from the point of acceptance testing, unless otherwise approved by the Engineer. The Contractor shall also provide, maintain and operate all necessary power sources and connections needed to operate the cure boxes. The cure boxes shall be in-place and functioning at the specified temperature for curing cylinders prior to concrete placement. Concrete cylinders shall be cured in the cure boxes in accordance with WSDOT FOP for AASHTO T 23. The cure boxes shall have working locks and the Contractor shall provide the Engineer with one key to each of the locks. Once concrete cylinders are placed in the cure box, the cure box shall not be disturbed until the cylinders have been removed. The Contractor shall retain the cure box Temperature Measuring Device log and provide it to the Engineer upon request. The following new paragraph is inserted after the last paragraph: All cure box costs shall be incidental to the associated item of work. AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK Revised: 4/14/14 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 6-02.3(6)A2 Cold Weather Protection The first sentence in the first paragraph is revised to read: This Specification applies when the weather forecast on the day of concrete placement predicts air temperatures below 35°F at any time during the 7 days following placement. The first sentence of the second paragraph is revised to read: The temperature of the concrete shall be maintained above 50°F during the entire curing period or 7 days, whichever is greater. 6-02.3(10)D Concrete Placement, Finishing, and Texturing This section is supplemented with the following new sub -sections: 6-02.3(10)D1 Test Slab Using Bridge Deck Concrete After the Contractor receives the Engineer's approval for the Class 4000D concrete mix design, and a minimum of seven calendar days prior to the first placement of bridge deck concrete, the Contractor shall construct a test slab using concrete of the approved mix design. The test slab may be constructed on grade, shall have a minimum thickness of eight - inches, shall have minimum plan dimensions of 10 -feet along all four edges, and shall be square or rectangular. During construction of the test slab, the Contractor shall demonstrate concrete sampling and testing, use of the concrete temperature monitoring system, the concrete fogging system, concrete placement system, and the concrete finishing operation. The Contractor shall conduct the demonstration using the same type of equipment to be used for the production bridge decks, except that the Contractor may elect to finish the test slab with a hand -operated strike -board. After the construction of the test slab and the demonstration of bridge deck construction operations is complete, the Contractor shall remove and dispose of the test slab in accordance with Sections 2-02.3 and 2-03.3(7)C. 6-02.3(10)D2 Preparation for Concrete Placement Before placing bridge approach slab concrete, the subgrade shall be constructed in accordance with Sections 2-06 and 5-05.3(6). Before any concrete is placed, the finishing machine shall be operated over the entire length of the deck/slab to check screed deflection. Concrete placement may begin only if the Engineer approves after this test. Immediately before placing concrete, the Contractor shall check (and adjust if necessary) all falsework and wedges to minimize settlement and deflection from the added mass of the concrete deck/slab. The Contractor shall also install devices, such as telltales, by which the Engineer can readily measure settlement and deflection. 6-02.3(10)D3 Concrete Placement The placement operation shall cover the full width of the bridge deck or the full width between construction joints. The Contractor shall locate any construction joint over a AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK Revised: 4/14/14 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 beam or web that can support the deck/slab on either side of the joint. The joint shall not occur over a pier unless the Plans permit. Each joint shall be formed vertically and in true alignment. The Contractor shall not release falsework or wedges supporting bridge deck placement sections on either side of a joint until each side has aged as these Specifications require. Placement of concrete for bridge decks and bridge approach slabs shall comply with Section 6-02.3(6). In placing the concrete, the Contractor shall: 1. Place it (without segregation) against concrete placed earlier, as near as possible to its final position, approximately to grade, and in shallow, closely spaced piles; 2. Consolidate it around reinforcing steel by using vibrators before strike -off by the finishing machine; 3. Not use vibrators to move concrete; 4. Not revibrate any concrete surface areas where workers have stopped prior to screeding; 5. Remove any concrete splashed onto reinforcing steel in adjacent segments before concreting them; 6. Maintain a slight excess of concrete in front of the screed across the entire width of the placement operation; 7. Operate the finishing machine to create a surface that is true and ready for final finish without overfinishing or bringing excessive amounts of mortar to the surface; and 8. Leave a thin, even film of mortar on the concrete surface after the last pass of the finishing machine pan. Workers shall complete all post screeding operations without walking on the concrete. This may require work bridges spanning the full width of the deck/slab. After removing the screed supports, the Contractor shall fill the voids with concrete (not mortar). If the surface left by the finishing machine is porous, rough, or has minor irregularities, the Contractor shall float the surface of the concrete. Floating shall leave a smooth and even surface. Float finishing shall be kept to the minimum number of passes necessary to seal the surface. The floats shall be at least 4 -feet long. Each transverse pass of the float shall overlap the previous pass by at least half the length of the float. The first floating shall be at right angles to the strike -off. The second floating shall be at right angles to the centerline of the span. A smooth riding surface shall be maintained across construction joints. The edge of completed roadway slabs at expansion joints and compression seals shall have a 3/8 -inch radius. After floating, but while the concrete remains plastic, the Contractor shall test the entire deck/slab for flatness (allowing for crown, camber, and vertical curvature). The testing shall be done with a 10 -foot straightedge held on the surface. The straightedge shall be advanced in successive positions parallel to the centerline, moving not more than one half the length of the straightedge each time it advances. This procedure shall be repeated with the straightedge held perpendicular to the centerline. An acceptable AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK Revised: 4/14/14 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 surface shall be one free from deviations of more than 1/8 -inch under the 10 -foot straightedge. If the test reveals depressions, the Contractor shall fill them with freshly mixed concrete, strike off, consolidate, and refinish them. High areas shall be cut down and refinished. Retesting and refinishing shall continue until a surface conforming to the requirements specified above is produced. 6-02.3(10)D4 Monitoring Bridge Deck Concrete Temperature After Placement The Contractor shall monitor and record the concrete temperature and ambient temperature hourly for seven calendar days after placement. The Contractor shall monitor and record concrete temperature by placing two maturity meter temperature monitoring devices in the bridge deck at locations specified by the Engineer. The Contractor shall monitor ambient temperature using maturity meters near the locations where concrete temperature is being monitored. When the bridge deck is being enclosed and heated to meet cold weather requirements, ambient temperature readings shall be taken within the enclosure. The Contractor shall submit the concrete temperature and ambient temperature data to the Engineer in spreadsheet format within 14 calendar days from placing the bridge deck concrete. The Contractor shall submit the type and model of maturity meter temperature monitoring device, and the associated devices responsible for recording and documenting the temperature and curing time, to the Engineer at least 14 calendar days prior to the pre -concreting conference for the first bridge deck to be cast. The placement and operation of the temperature monitoring devices and associated devices will be an agenda item at the pre -concreting conference for the first bridge deck to be cast. 6-02.3(10)D5 Bridge Deck Concrete Finishing and Texturing Except as otherwise specified for portions of bridge decks receiving an overlay or sidewalk under the same Contract, the Contractor shall texture the surface of the bridge deck as follows: The Contractor shall texture the bridge deck using diamond tipped saw blades mounted on a power driven, self-propelled machine that is designed to texture concrete surfaces. The grooving equipment shall provide grooves that are 1/8" ± 1/64" wide, 3/16" ± 1/16" deep, and spaced at 3/4" ± 1/8". The bridge deck shall not be textured with a metal tined comb. The Contractor shall submit the type of grooving equipment to be used to the Engineer for approval 30 calendar days prior to performing the work. The Contractor shall demonstrate that the method and equipment for texturing the bridge deck will not chip, spall or otherwise damage the deck. The Contractor shall not begin texturing the bridge deck until receiving the Engineer's approval of the Contractor's method and equipment. Unless otherwise approved by the Engineer, the Contractor shall texture the concrete bridge deck surface either in a longitudinal direction, parallel with centerline or in a transverse direction, perpendicular with centerline. The Contractor shall texture the bridge deck surface to within 3 -inches minimum and 15 -inches maximum of the edge of concrete at expansion joints, within 1 -foot AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK Revised: 4/14/14 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 minimum and 2 -feet maximum of the curb line, and within 3 -inches minimum and 9 - inches maximum of the perimeter of bridge drain assemblies. The Contractor shall contain and collect all concrete dust and debris generated by the bridge deck texturing process, and shall dispose of the collected concrete dust and debris in accordance with Section 2-03.3(7)C. If the Plans call for placement of a sidewalk or an HMA or concrete overlay on the bridge deck, the Contractor shall produce the final finish of these areas by dragging a strip of damp, seamless burlap lengthwise over the bridge deck or by brooming it lightly. Approximately 3 -feet of the drag shall contact the surface, with the least possible bow in its leading edge. It shall be kept wet and free of hardened lumps of concrete. When the burlap drag fails to produce the required finish, the Contractor shall replace it. When not in use, it shall be lifted clear of the bridge deck. After the bridge deck has cured, the surface shall conform to the surface smoothness requirements specified in Section 6-02.3(10)D3. The surface texture on any area repaired to address out -of -tolerance surface smoothness shall match closely that of the surrounding bridge deck area at the completion of the repair. Methods used to remove high spots shall cut through the mortar and aggregate without breaking or dislodging the aggregate or causing spalls. 6-02.3(10)D6 Bridge Approach Slab Finishing and Texturing Bridge approach slabs shall be textured either in accordance with Section 6-02.3(10)D5, or using metal tined combs in the transverse direction, except bridge approach slabs receiving an overlay in the same Contract shall be finished as specified in Section 6- 02.3(10)D5 only. The comb shall be made of a single row of metal tines. It shall leave striations in the fresh concrete approximately 3/16 -inch deep by 1/8 -inch wide and spaced approximately 1/2 -inch apart. The Engineer will decide actual depths at the site. If the comb has not been approved, the Contractor shall obtain the Engineer's approval by demonstrating it on a test section. The Contractor may operate the combs manually or mechanically, either singly or with several placed end to end. The timing and method used shall produce the required texture without displacing larger particles of aggregate. Texturing shall end 2 -feet from curb lines. This 2 -foot untextured strip shall be hand finished with a steel trowel. Surface smoothness, high spots, and low spots shall be addressed as specified in Section 6-02.3(10)D5. The surface texture on any area cut down or built up shall match closely that of the surrounding bridge approach slab area. The entire bridge approach slab shall provide a smooth riding surface. 6-02.3(11) Curing Concrete Items number 1 through 4 are deleted and replaced with the following 5 new numbered items: 1. Bridge sidewalks, roofs of cut and cover tunnels — curing compound covered by white, reflective type sheeting or continuous wet curing. Curing by either method shall be for at least 10 days. AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK Revised: 4/14/14 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 2. Bridge decks — See Section 6-02.3(11)B. 3. Bridge approach slabs (Class 4000A concrete) - 2 coats of curing compound and continuous wet cure for at least 10 -days. 4. Concrete barriers and rail bases – See Section 6-02.3(11)A. 5. All other concrete surfaces — continuous wet cure for at least three days. In the second paragraph, the first sentence is replaced with the following three new sentences: During the continuous wet cure, the Contractor shall keep all exposed concrete surfaces saturated with water. Formed concrete surfaces shall be kept in a continuous wet cure by leaving the forms in place. If forms are removed during the continuous wet cure period, the Contractor shall treat the concrete as an exposed concrete surface. The third paragraph is revised to read: When curing Class 4000A, two coats of curing compound that complies with Section 9- 23.2 shall be applied immediately (not to exceed 15 min.) after tining any portion of the bridge approach slab. The continuous wet cure shall be established as soon as the concrete has set enough to allow covering without damaging the finish. In the fifth paragraph, the first sentence is revised to read: If the Plans call for an asphalt overlay on the bridge approach slab, the Contractor shall use the clear curing compound (Type 1, Class B), applying at least 1 gallon per 150 square feet to the concrete surface. The eighth paragraph is deleted. 6-02.3(11)B Curing Bridge Decks This new section is supplemented with the following new sub -sections: 6-02.3(11)B1 Equipment The Contractor shall maintain a wet sheen, without developing pooling or sheeting water, using a fogging apparatus consisting of pressure washers with a minimum nozzle output of 1,500 psi, or other means approved by the Engineer. The Contractor shall submit a bridge deck curing plan to the Engineer a minimum 14 calendar days prior to the pre -concreting conference. The Contractor's plan shall describe the sequence and timing that will be used to fog the bridge deck, apply pre- soaked burlap, install soaker hoses and cover the deck with white reflective sheeting. 6-02.3(11)B2 Curing The fogging apparatus shall be in place and charged for fogging prior to beginning concrete placement for the bridge deck. The Contractor shall presoak all burlap to be used to cover the deck during curing. Immediately after the finishing machine passes over finished concrete, the Contractor shall implement the following tasks: AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK Revised: 4/14/14 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 1. The Contractor shall fog the bridge deck while maintaining a wet sheen without developing pooling or sheeting water. 2. The Contractor shall apply the presoaked burlap to the top surface to fully cover the deck without damaging the finish, other than minor marring of the concrete surface. The Contractor shall not apply curing compound. 3. The Contractor shall continue to keep the burlap wet by fog spraying until the burlap is covered by soaker hoses and white reflective sheeting. The Contractor shall place the soaker hoses and whiter reflective sheeting after the concrete has achieved initial set. The Contractor shall charge the soaker hoses frequently so as to keep the burlap covering the entire deck wet during the course of curing. As an alternative to tasks 2 and 3 above, the Contractor may propose a curing system using proprietary curing blankets specifically manufactured for bridge deck curing. Details of the proprietary curing blanket system, including product literature and details of how the system is to be installed and maintained, shall be submitted to the Engineer for approval. The wet curing regime as described shall remain in place for at least 14 consecutive calendar days. 6-02.3(12)A Construction Joints in New Construction The third paragraph is deleted and replaced with the following three new paragraphs: If the Plans require a roughened surface on the joint, the Contractor shall strike it off to leave grooves at right angles to the length of the member. Grooves shall be installed using one of the following options: 1. Grooves shall be 1/2 to 1 inch wide, 1/4 to 1/2 inch deep, and spaced equally at twice the width of the groove. Grooves shall terminate approximately 1 1/2 - inches from the face of concrete. 2. Grooves shall be 1 to 2 inches wide, a minimum of 1/2 -inch deep, and spaced a maximum of three times the width of the groove. Grooves shall terminate approximately 1 1/2 -inches from the face of concrete. If the Engineer approves, the Contractor may use an alternate method to produce a roughened surface on the joint, provided that such an alternate method leaves a roughened surface of at least a 1/4 -inch amplitude. If the first strike -off does not produce the required roughness, the Contractor shall repeat the process before the concrete reaches initial set. The final surface shall be clean and without laitance or loose material. 6-02.3(15) Date Numerals The third sentence in the first paragraph is revised to read: When an existing Structure is widened or when traffic barrier is placed on an existing Structure, the date shall be for the year in which the original Structure was completed. 6-02.3(17)A Design Loads The fifth paragraph is revised to read: AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK Revised: 4/14/14 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 Live loads shall consist of a minimum uniform load of not less than 25 psf, applied over the entire falsework plan area, plus the greater of: 1. Actual weights of the deck finishing equipment applied at the rails, or; 2. A minimum load of 75 pounds per linear foot applied at the edge of the bridge deck. 6-02.3(17)) Face Lumber, Studs, Wales, and Metal Forms The second to last paragraph is deleted. 6-02.3(17)0 Early Concrete Test Cylinder Breaks The third paragraph is revised to read: The cylinders shall be cured in the field in accordance with WSDOT FOP for AASHTO T 23 Section 10.2 Field Curing. 6-02.3(20) Grout for Anchor Bolts and Bridge Bearings The first five paragraphs are deleted and replaced with the following two new paragraphs: Grout shall conform to Section 9-20.3(2) for anchor bolts and for bearing assemblies with bearing plates. Grout shall conform to Section 9-20.3(3) for elastomeric bearing pads and fabric pad bearings without bearing plates. Grout shall be a workable mix with a viscosity that is suitable for the intended application. The Contractor shall receive approval from the Engineer before using the grout. 6-02.3(26)F Prestressing Reinforcement The last sentence in the fourth paragraph is revised to read: If the prestressing reinforcement will not be stressed and grouted for more than 7 calendar days after it is placed in the ducts, the Contractor shall place an approved corrosion inhibitor conforming to Federal Specification MIL -I -22110C in the ducts. 6-02.5 Payment In the paragraph following the bid item "Commercial Concrete", per cubic yard the second sentence is revised to read: All costs in connection with concrete curing, and furnishing and applying pigmented sealer to concrete surfaces as specified, shall be included in the unit contract price per cubic yard for "Conc. Class " The following new paragraph is inserted after the bid item "Superstructure (name bridge)" lump sum: All costs in connection with constructing, finishing and removing the bridge deck test slab as specified in Section 6-02.3(10)D1 shall be included in the lump sum Contract price for "Superstructure " or "Bridge Deck "for one bridge in each project, as applicable. The bid item "Cure Box", lump sum and paragraph following bid item are deleted. AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK Revised: 4/14/14 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 6-05.AP6 Section 6-05, Piling March 3, 2014 6-05.3(4) Manufacture of Steel Casings for Cast -In -Place Concrete Piles This section is revised to read: The diameter of steel casings shall be as specified in the Contract. A full -penetration groove weld between welded edges is required. 6-05.3(5) Manufacture of Steel Piles This section is revised to read: Steel piles shall be made of rolled steel H -pile sections, steel pipe piles, or of other structural steel sections described in the Contract. A full -penetration groove weld between welded edges is required. 6-05.3(6) Splicing Steel Casings and Steel Piles This section is revised to read: The Engineer will normally permit steel piles and steel casings for cast -in-place concrete piles to be spliced. But in each case, the Contractor shall obtain approval on the need and the method for splicing. Welded splices shall be spaced at a minimum distance of 10 feet. Only welded splices will be permitted. Splice welds for steel piles shall comply with Section 6-03.3(25) and AWS D1.1/D1.1 M, latest edition, Structural Welding Code. Splicing of steel piles shall be performed in accordance with an approved weld procedure. The Contractor shall submit a weld procedure to the Engineer for approval prior to welding. For ASTM A 252 material, mill certification for each lot of pipe to be welded shall accompany the submittal. The ends of all steel pipe piling shall meet the fit -up requirements of AWS D1.1/D1.1 M, latest edition, Structural Welding Code Section 5.22.3.1, "Girth Weld Alignment (Tubular)," when the material is spliced utilizing a girth weld. Splice welds of steel casings for cast -in-place concrete piles shall be the Contractor's responsibility and shall be welded in accordance with AWS D1.1/D1.1 M, latest edition, Structural Welding Code. A weld procedure submittal is not required for steel casings used for cast -in-place concrete piles. Casings that collapse or are not watertight, shall be replaced at the Contractor's expense. 6-07.AP6 Section 6-07, Painting January 6, 2014 6-07.3(10)E Surface Preparation —Full Paint Removal This section is revised to read: For structures where full removal of existing paint is specified, the Contractor shall remove any visible oil, grease, and road tar in accordance with SSPC-SP 1. AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK Revised: 4/14/14 1 2 Following preparation by SSPC-SP 1, all steel surfaces to be painted shall be prepared 3 in accordance with SSPC-SP 10, near -white metal blast cleaning. Surfaces inaccessible 4 to near -white metal blast cleaning shall be prepared in accordance with SSPC-SP 11, 5 power tool cleaning to bare metal, as allowed by the Engineer. 6 7 6-14.AP6 8 Section 6-14, Geosynthetic Retaining Walls 9 April 7, 2014 10 6-14.2 Materials 11 In the first paragraph, the section number next to "Anchor rods and associated nuts, washers 12 and couplers" is revised to read: 13 14 9-06.5(4) 15 16 The following new paragraph is inserted after the first paragraph: 17 18 Anchor plate shall conform to ASTM A 36, ASTM A 572 Grade 50, or ASTM A 588. 19 20 8-01.AP8 21 Section 8-01, Erosion Control and Water Pollution Control 22 April 7, 2014 23 8-01.3(1)A Submittals 24 The first sentence in the second paragraph is revised to read: 25 26 Modified TESC Plans shall meet all requirements of the current edition of the WSDOT 27 Temporary Erosion and Sediment Control Manual M 3109. 28 29 8-04.AP8 30 Section 8-04, Curbs, Gutters, and Spillways 31 January 6, 2014 32 8-04.3(1) Cement Concrete Curbs, Gutters, and Spillways 33 The first sentence in the fourth paragraph is revised to read: 34 35 Expansion joints in the curb or curb and gutter shall be spaced as shown in the Plans, 36 and placed at the beginning and ends of curb returns, drainage Structures, bridges, and 37 cold joints with existing curbs and gutters. 38 39 8-04.3(1)A Extruded Cement Concrete Curb 40 The second sentence in the second paragraph is revised to read: 41 42 Cement concrete curbs shall be anchored to the existing pavement by placing steel 43 reinforcing bars 1 foot on each side of every joint. 44 45 The third paragraph is revised to read: AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK Revised: 4/14/14 1 2 Steel reinforcing bars shall meet the dimensions shown in the Standard Plans. 3 4 8-09.AP8 5 Section 8-09, Raised Pavement Markers 6 April 7, 2014 7 8-09.3(6) Recessed Pavement Marker 8 The following sentence is inserted after the first sentence of the first paragraph: 9 10 The Contractor shall ensure that grinding of the pavement does not result in any damage, 11 (e.g. chipping, spalling or raveling) to the pavement to remain. 12 13 8-11.AP8 14 Section 8-11, Guardrail 15 April 7, 2014 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 8-11.3(1) Beam Guardrail After the below Amendments to 8-11.3(1)F and 8-11.3(1)G are applied, this section is supplemented with the following new sub -section: 8-11.3(1)F Removing and Resetting Beam Guardrail The Contractor shall remove and reset existing guardrail posts, rail element, hardware and blocks to the location shown in the Plans. The mounting height of reset rail element shall be at the height shown in the Plans. The void caused by the removal of the post shall be backfilled and compacted. The Contractor shall remove and replace any existing guardrail posts and blocks that are not suited for re -use, as staked by the Engineer. The void caused by the removal of the post shall be backfilled and compacted. The Contractor shall then furnish and install a new guardrail post to provide the necessary mounting height. 8-11.3(1)A Erection of Posts The second paragraph in this section is deleted. 8-11.3(1)C Terminal and Anchor Installation The last sentence in the last paragraph is deleted. 8-11.3(1)F Plans This section number is revised to: 8-11.3(1)G 8-11.3(1)G Guardrail Construction Exposed to Traffic This section number is revised to: 8-11.3(1)H AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK Revised: 4/14/14 2 Section 8-20, Illumination, Traffic Signal Systems, Intelligent Transportation 3 Systems, and Electrical 4 April 7, 2014 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 8-20.3(8) Wiring The second sentence in the eleventh paragraph is revised to read: Every conductor at every wire termination, connector, or device shall have an approved wire marking sleeve bearing, as its legend, the circuit number indicated in the Contract. 8-23.AP8 Section 8-23, Temporary Pavement Markings April 14, 2014 This section's content is deleted in its entirety and replaced with the following new sub- sections: 8-23.1 Description The Work consists of furnishing, installing, and removing temporary pavement markings. Temporary pavement markings shall be provided where noted in the Plans; for all lane shifts and detours resulting from construction activities; or when permanent markings are removed because of construction operations. 8-23.2 Materials Materials for temporary markings shall be paint, plastic, tape, raised pavement markers or flexible raised pavement markers. Materials for pavement markings shall meet the following requirements: Raised Pavement Markers 9-21 Temporary Marking Paint 9-34.2(6) Plastic 9-34.3 Glass Beads for Pavement Marking Materials 9-34.4 Temporary Pavement Marking Tape 9-34.5 Temporary Flexible Raised Pavement Markers 9-34.6 8.23.3 Construction Requirements 8-23.3(1) General The Contractor shall select the type of pavement marking material in accordance with the Contract. 8-23.3(2) Preliminary Spotting All preliminary layout and marking in preparation for application or removal of temporary pavement markings shall be the responsibility of the Contractor. 8-23.3(3) Preparation of Roadway Surface Surface preparation for temporary pavement markings shall be in accordance with the manufacturer's recommendations. AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK Revised: 4/14/14 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 8-23.3(4) Pavement Marking Application 8-23.3(4)A Temporary Pavement Markings — Short Duration Temporary pavement markings — short duration shall meet the following requirements: Temporary Center Line — A BROKEN line used to delineate adjacent lanes of traffic moving in opposite directions. The broken pattern shall be based on a 40 -foot unit, consisting of a 4 -foot line with a 36 -foot gap if paint or tape is used. If temporary raised pavement markers are used, the pattern shall be based on a 40 -foot unit, consisting of a grouping of three temporary raised pavement markers, each spaced 3 feet apart, with a 34 foot gap. Temporary Edge Line — A SOLID line used on the edges of Traveled Way. The line shall be continuous if paint or tape is used. If temporary raised pavement markers are used, the line shall consist of markers installed continuously at 5 -foot spacing. Temporary Lane Line — A BROKEN line used to delineate adjacent lanes with traffic traveling in the same direction. The broken pattern shall be based on a 40 -foot unit, consisting of a 4 -foot line with a 36 -foot gap, if paint or tape is used. If temporary raised pavement markers are used, the pattern shall be based on a 40 -foot unit, consisting of a grouping of three temporary raised pavement markers, each spaced 3 feet apart, with a 34 foot gap. Lane line and right edge line shall be white in color. Center line and left edge line shall be yellow in color. Edge lines shall be installed only if specifically required in the Contract. All temporary pavement markings shall be retroreflective. 8-23.3(4)A1 Temporary Pavement Marking Paint Paint used for short duration temporary pavement markings shall be applied in one application at a thickness of 15 mils or 108 square feet per gallon. Glass beads shall be in accordance with Section 8-22.3(3)G. 8-23.3(4)A2 Temporary Pavement Marking Tape Application of temporary pavement marking tape shall be in conformance with the manufacturer's recommendations. Black mask pavement marking tape shall mask the existing line in its entirety. 8-23.3(4)A3 Temporary Raised Pavement Markers Temporary raised pavement markers are not allowed on bituminous surface treatments. 8-23.3(4)A4 Temporary Flexible Raised Pavement Markers Flexible raised pavement markers are required for new applications of bituminous surface treatments. Flexible raised pavement markers are not allowed on other pavement types unless otherwise specified or approved AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK Revised: 4/14/14 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 by the Engineer. Flexible raised pavement markers shall be installed with the protective cover in place. The cover shall be removed immediately after spraying asphaltic material. 8-23.3(4)B Temporary Pavement Markings — Long Duration Application of paint, pavement marking tape and plastic for long duration pavement markings shall meet the requirements of Section 8-22.3(3); application of raised pavement markers shall meet the requirements of Section 8-09.3; and application of flexible pavement markings shall be in conformance with the manufacturer's recommendations. 8-23.3(4)C Tolerance for Lines Tolerance for lines shall conform to Section 8-22.3(4). 8-23.3(4)D Maintenance of Pavement Markings Temporary pavement markings shall be maintained in serviceable condition throughout the project until permanent pavement markings are installed. As directed by the Engineer; temporary pavement markings that are damaged, including normal wear by traffic, shall be repaired or replaced immediately. Repaired and replaced pavement markings shall meet the requirements for the original pavement marking. 8-23.3(4)E Removal of Pavement Markings Removal of temporary paint is not required prior to paving; all other temporary pavement markings shall be removed. All temporary pavement markings that are required on the wearing course prior to construction of permanent pavement markings and are not a part of the permanent markings shall be completely removed concurrent with or immediately subsequent to the construction of the permanent pavement markings. Temporary flexible raised pavement markers on bituminous surface treatment pavements shall be cut off flush with the surface if their location conflicts with the alignment of the permanent pavement markings. All damage to the permanent Work caused by removing temporary pavement markings shall be repaired by the Contractor at no additional cost to the Contracting Agency. 8-23.4 Measurement Temporary pavement markings will be measured by the linear foot of each installed line or grouping of markers, with no deduction for gaps in the line or markers and no additional measurement for the second application of paint required for long duration paint lines. Short duration and long duration temporary pavement markings will be measured for the initial installation only; maintenance of lines will not be measured. 8-23.5 Payment Payment will be made in accordance with Section 1-04.1, for each of the following Bid items that are included in the Proposal: "Temporary Pavement Marking — Short Duration", per linear foot. "Temporary Pavement Marking — Long Duration", per linear foot. AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK Revised: 4/14/14 1 2 3 4 5 6 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 The unit Contract price per linear foot for "Temporary Pavement Marking — Short Duration" and "Temporary Pavement Marking — Long Duration" shall be full pay for all Work. 9-03.AP9 Section 9-03, Aggregates April 7, 2014 9-03.1(2)C Use of Substandard Gradings This section including title is deleted in its entirety and replaced with the following: Vacant 9-03.14(3) Common Borrow This section is revised to read: Material for common borrow shall consist of granular or nongranular soil and/or aggregate which is free of deleterious material. Deleterious material includes wood, organic waste, coal, charcoal, or any other extraneous or objectionable material. The material shall not contain more than 3 percent organic material by weight. The plasticity index shall be determined using test method AASHTO T 89 and AASHTO T 90. The material shall meet one of the options in the soil plasticity table below. Soil Plasticity Table All percentages are by weight. If requested by the Contractor, the plasticity index may be increased with the approval of the Engineer. 9-03.14(4) Gravel Borrow for Structural Earth Wall In the second table, the row beginning with "pH" is revised to read: pH WSDOT Test 4.5-9 Plasticity Option Sieve Percent Passing Index No. 1 200 0-12 N/A No. 2 200 12.1 -35 6 or Less No. 3 200 Above 35 0 All percentages are by weight. If requested by the Contractor, the plasticity index may be increased with the approval of the Engineer. 9-03.14(4) Gravel Borrow for Structural Earth Wall In the second table, the row beginning with "pH" is revised to read: pH WSDOT Test 4.5-9 5-10 Method T 417 AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK Revised: 4/14/14 9-05.AP9 2 Section 9-05, Drainage Structures and Culverts 3 April 7, 2014 4 9-05.13 Ductile Iron Sewer Pipe 5 The first paragraph is deleted. 6 7 9-07.AP9 8 Section 9-07, Reinforcing Steel 9 January 6, 2014 10 9-07.5(2) Corrosion Resistant Dowel Bars (for Cement Concrete Pavement) 11 This section's title is revised to read: 12 13 9-07.5(2) Corrosion Resistant Dowel Bars (for Cement Concrete Pavement and 14 Cement Concrete Pavement Rehabilitation) 15 16 9-09.AP9 17 Section 9-09, Timber and Lumber 18 January 6, 2014 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 9-09.3(1) General Requirements The fourth paragraph is revised to read: All orders of treated timber and lumber shall be accompanied by a Certificate of Treatment record. The Certificate of Treatment showing conformance to this specification and AWPA standards shall include the following information: Name and location of the wood preserving company, Customer identification, Date of treatment and charge number, Type of chemical used and amount of retention, Treating process and identification of the Specification used, Boring records verifying treatment penetration for timber and lumber with a nominal dimension of 6" x 6" or larger, Description of material that was treated, and Signature of a responsible plant official. The fifth paragraph is deleted. The first sentence in the last paragraph is revised to read: All timber and lumber to be used in aquatic environments, unless specified otherwise in the Contract, shall be chemically treated using Western Wood Preservers Institute Best Management Practices (BMPs). AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK Revised: 4/14/14 9-10.AP9 2 Section 9-10, Piling 3 March 3, 2014 4 9-10.5 Steel Piling 5 This section is revised to read: 6 7 The material for rolled steel piling H -piling and pile splices shall conform to ASTM A 36, 8 ASTM A 572 or ASTM A 992. The material for steel pipe piling and splices shall 9 conform to one of the following requirements except as specifically noted in the Plans: 10 11 1. API 5L Grade X42 or X52 material may be used for longitudinal seam welded or 12 helical (spiral) seam submerged -arc welded pipe piles of any diameter. 13 2. ASTM A 252 Grade 2 or 3 material may be used for longitudinal seam welded 14 or helical (spiral) seam submerged -arc welded pipe piles of any diameter. For 15 the purposes of welding and prequalification of base metal, steel pipe pile 16 designated as ASTM A 252 may be treated as prequalified provided the 17 chemical composition conforms to a prequalified base metal classification listed 18 in Table 3.1 of the AWS D1.1/D1.1 M, latest edition, Structural Welding Code, 19 the grade of pipe piling meets or exceeds the grade specified in the Plans, and 20 the carbon equivalent (CE) is a maximum of 0.45 -percent. 21 3. ASTM A 572 or ASTM A 588 material may be used for longitudinal seam 22 welded piles of any diameter. 23 24 For helical (spiral) seam submerged -arc welded pipe piles, the maximum radial offset of 25 strip/plate edges shall be 1/8 inch. The offset shall be transitioned with a taper weld and 26 the slope shall not be less than a 1 in 2.5 taper. The weld reinforcement shall not be 27 greater than 3/16 inches and misalignment of weld beads shall not exceed 1/8 inch. 28 29 Steel soldier piles, and associated steel bars and plates, shall conform to ASTM A 36, 30 ASTM A 572 or ASTM A 992, except as otherwise noted in the Plans. 31 32 All steel piling may be accepted by the Engineer based on the Manufacturer's 33 Certificate of Compliance submitted in accordance with Section 1-06.3. The 34 manufacturer's certificate of compliance submittal for steel pipe piles shall be 35 accompanied by certified mill test reports, including chemical analysis and carbon 36 equivalence, for each heat of steel used to fabricate the steel pipe piling. 37 38 9-14.AP9 39 Section 9-14, Erosion Control and Roadside Planting 40 April 7, 2014 41 9-14.4(6) Gypsum 42 The first sentence is revised to read: 43 44 Gypsum shall consist of Calcium Sulfate (CaSO4.2H20) in a pelletized or granular form. 45 46 9-14.4(7) Tackifier 47 This section is revised to read: AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK Revised: 4/14/14 1 2 Tackifiers are used as a tie -down for soil, compost, seed, and/or mulch. Tackifiers shall 3 contain no growth or germination -inhibiting materials and shall not reduce infiltration 4 rates. Tackifiers shall hydrate in water and readily blend with other slurry materials. 5 6 The Contractor shall provide test results documenting the tackifier meets the 7 requirements for Acute Toxicity, Solvents, and Heavy Metals as required in Table 1 in 8 Section 9-14.4(2). The tests shall be performed at the manufacturer's recommended 9 application rate. 10 11 9-14.4(8) Compost 12 The second paragraph is revised to read: 13 14 Compost production and quality shall comply with WAC 173-350. 15 16 9-14.4(8)A Compost Submittal Requirements 17 Item 2 is revised to read: 18 19 5. A copy of the Solid Waste Handling Permit issued to the manufacturer by the 20 Jurisdictional Health Department in accordance with WAC 173-350 (Minimum 21 Functional Standards for Solid Waste Handling). 22 23 9-14.6(2) Quality 24 The second and third paragraphs in this section are revised to read: 25 26 All plant material shall comply with State and Federal laws with respect to inspection 27 for plant diseases and insect infestation. Plants must meet Washington State 28 Department of Agriculture plant quarantines and have a certificate of inspection. Plants 29 originating in Canada must be accompanied by a phytosanitary certificate stating the 30 plants meet USDA health requirements. 31 32 All plant material shall be purchased from a nursery licensed to sell plants in their state 33 or province. 34 35 9-29.AP9 36 Section 9-29, Illumination, Signal, Electrical 37 April 7, 2014 38 9-29.3 Fiber Optic Cable, Electrical Conductors, and Cable 39 The following new subsection is added: 40 41 9-29.3(3) Wire Marking Sleeves 42 Wire marking sleeves shall be full -circle in design, non -adhesive, printable using an 43 indelible ink and shall fit snugly on the wire or cable. Marking sleeves shall be made 44 from a PVC or polyolefin, and provide permanent identification for wires and cables. 45 AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK Revised: 4/14/14 9-34.AP9 2 Section 9-34, Pavement Marking Material 3 April 14, 2014 4 9-34.2 Paint 5 The second paragraph is revised to read: 6 7 Blue and black paint shall comply with the requirements of yellow paint in Section 9- 8 34.2(4) and Section 9-34.2(5), with the exception that blue and black paints do not need 9 to meet the requirements for titanium dioxide, directional reflectance, and contrast ratio. 10 11 9-34.5 Temporary Pavement Marking Tape 12 This section is revised to read: 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 Biodegradable tape with paper backing is not allowed. This section is supplemented with the following new sub -sections: 9-34.5(1) Temporary Pavement Marking Tape — Short Duration Temporary pavement marking tape for short duration shall conform to ASTM D4592 Type II except that black tape, black mask tape and the black portion of the contrast removable tape, shall be non -reflective. 9-34.5(2) Temporary Pavement Marking Tape — Long Duration Temporary pavement marking tape for long duration shall conform to ASTM D4592 Type I. Temporary pavement marking tape for long duration, except for black tape, shall have a minimum initial coefficient of retroreflective luminance of 200 mcd*m-2*Ix-1 when measured in accordance with ASTM E 2832 or ASTM E 2176. Black tape, black mask tape and the black portion of the contrast removable tape, shall be non -reflective. 9-34.6 Temporary Raised Pavement Markers This section's title is revised to read: Temporary Flexible Raised Pavement Markers The second paragraph is deleted. 9-35.AP9 Section 9-35, Temporary Traffic Control Materials April 7, 2014 9-35.0 General Requirements The following item is deleted from the list of temporary traffic control materials: Barrier Drums 9-35.8 Barrier Drums This section including title is deleted in its entirety and replaced with the following: AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK Revised: 4/14/14 9-35.8 Vacant AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK Revised: 4/14/14 SPECIAL PROVISIONS (This page intentionally left blank) TABLE OF CONTENTS INTRODUCTION TO THE SPECIAL PROVISIONS ................................................. III -1 DIVISION 1 — GENERAL REQUIREMENTS............................................................. III -3 DIVISION 2 — EARTHWORK.................................................................................. III -47 DIVISION 4 — BASES.............................................................................................. III -51 DIVISION 5 — SURFACE TREATMENTS AND PAVEMENTS ............................... III -53 DIVISION 7 — DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUIT............................................................................III-57 DIVISION 8 — MISCELLANEOUS CONSTRUCTION ............................................. III -59 STANDARD PLANS (January 6, 2014)................................................................. III -63 City of Bremerton April 2014 Evergreen Rotary Park Renovation Project III -i Table of Contents Contract Documents (This page intentionally left blank) City of Bremerton April 2014 Evergreen Rotary Park Renovation Project III -ii Table of Contents Contract Documents INTRODUCTION TO THE SPECIAL PROVISIONS (August 14, 2013 APWA GSP) The work on this project shall be accomplished in accordance with the Standard Specifications for Road, Bridge and Municipal Construction, ***2014*** edition, as issued by the Washington State Department of Transportation (WSDOT) and the American Public Works Association (APWA), Washington State Chapter (hereafter "Standard Specifications"). The Standard Specifications, as modified or supplemented by the Amendments to the Standard Specifications and these Special Provisions, all of which are made a part of the Contract Documents, shall govern all of the Work. These Special Provisions are made up of both General Special Provisions (GSPs) from various sources, which may have project -specific fill-ins; and project -specific Special Provisions. Each Provision either supplements, modifies, or replaces the comparable Standard Specification, or is a new Provision. The deletion, amendment, alteration, or addition to any subsection or portion of the Standard Specifications is meant to pertain only to that particular portion of the section, and in no way should it be interpreted that the balance of the section does not apply. The project -specific Special Provisions are not labeled as such. The GSPs are labeled under the headers of each GSP, with the effective date of the GSP and its source. For example: (March 8, 2013 APWA GSP) (April 1, 2013 WSDOT GSP) Also incorporated into the Contract Documents by reference are: Manual on Uniform Traffic Control Devices for Streets and Highways, currently adopted edition, with Washington State modifications, if any Standard Plans for Road, Bridge and Municipal Construction, WSDOT/APWA, current edition Contractor shall obtain copies of these publications, at Contractor's own expense. City of Bremerton April 2014 Evergreen Rotary Park Renovation Project III -1 Introduction to the Special Provisions Contract Documents (This page intentionally left blank) City of Bremerton April 2014 Evergreen Rotary Park Renovation Project III -2 Introduction to the Special Provisions Contract Documents DIVISION 1 GENERAL REQUIREMENTS DESCRIPTION OF WORK (March 13, 1995, WSDOT GSP) This Contract provides for the improvement of ***Evergreen Rotary Park including demolition of curbing and pavements, earthwork, construction of subdrain, cement concrete seat wall, traffic curbing, and asphalt pavement, and striping and signing*** all in accordance with the Contract Plans, these Contract Provisions, and the Standard Specifications. 1-01 DEFINITIONS AND TERMS 1-01.3 Definitions (March 8, 2013 APWA GSP) Delete the heading Completion Dates and the three paragraphs that follow it, and replace them with the following: Dates Bid Opening Date The date on which the Contracting Agency publicly opens and reads the Bids Award Date The date of the formal decision of the Contracting Agency to accept the lowest responsible and responsive Bidder for the Work. Contract Execution Date The date the Contracting Agency officially binds the Agency to the Contract. Notice to Proceed Date The date stated in the Notice to Proceed on which the Contract time begins. Substantial Completion Date The day the Engineer determines the Contracting Agency has full and unrestricted use and benefit of the facilities, both from the operational and safety standpoint, any remaining traffic disruptions will be rare and brief, and only minor incidental work, replacement of temporary substitute facilities, plant establishment periods, or correction or repair remains for the Physical Completion of the total Contract. Physical Completion Date The day all of the Work is physically completed on the project. All documentation required by the Contract and required by law does not necessarily need to be furnished by the Contractor by this date. City of Bremerton April 2014 Evergreen Rotary Park Renovation Project III -3 Division 1 Contract Documents Completion Date The day all the Work specified in the Contract is completed and all the obligations of the Contractor under the contract are fulfilled by the Contractor. All documentation required by the Contract and required by law must be furnished by the Contractor before establishment of this date. Final Acceptance Date The date on which the Contracting Agency accepts the Work as complete. Supplement this Section with the following: All references in the Standard Specifications, Amendments, or WSDOT General Special Provisions, to the terms "State", "Department of Transportation", "Washington State Transportation Commission", "Commission", "Secretary of Transportation", "Secretary", "Headquarters", and "State Treasurer" shall be revised to read "Contracting Agency". All references to "State Materials Laboratory" shall be revised to read "Contracting Agency designated location". All references to "final contract voucher certification" shall be interpreted to mean the final payment form established by the Contracting Agency. The venue of all causes of action arising from the advertisement, award, execution, and performance of the contract shall be in the Superior Court of the County where the Contracting Agency's headquarters are located. Additive A supplemental unit of work or group of bid items, identified separately in the Bid Proposal, which may, at the discretion of the Contracting Agency, be awarded in addition to the base bid. Alternate One of two or more units of work or groups of bid items, identified separately in the Bid Proposal, from which the Contracting Agency may make a choice between different methods or material of construction for performing the same work. Business Day A business day is any day from Monday through Friday except holidays as listed in Section 1-08.5. Contract Bond The definition in the Standard Specifications for "Contract Bond" applies to whatever bond form(s) are required by the Contract Documents, which may be a combination of a Payment Bond and a Performance Bond. Contract Documents See definition for "Contract". Contract Time The period of time established by the terms and conditions of the Contract within which the Work must be physically completed. City of Bremerton April 2014 Evergreen Rotary Park Renovation Project III -4 Division 1 Contract Documents Notice of Award The written notice from the Contracting Agency to the successful Bidder signifying the Contracting Agency's acceptance of the Bid Proposal. Notice to Proceed The written notice from the Contracting Agency or Engineer to the Contractor authorizing and directing the Contractor to proceed with the Work and establishing the date on which the Contract time begins. Traffic Both vehicular and non -vehicular traffic, such as pedestrians, bicyclists, wheelchairs, and equestrian traffic. 1-02 BID PROCEDURES AND CONDITIONS 1-02.1 Prequalification of Bidders Delete Section 1-02.1 and replace it with the following: 1-02.1 Qualifications of Bidder (January 24, 2011 APWA GSP) Before award of a public works contract, a bidder must meet at least the minimum qualifications of RCW 39.04.350(1) to be considered a responsible bidder and qualified to be awarded a public works project. 1-02.2 Plans and Specifications (June 27, 2011 APWA GSP) Delete this section and replace it with the following: Information as to where Bid Documents can be obtained or reviewed will be found in the Call for Bids (Advertisement for Bids) for the work. After award of the contract, plans and specifications will be issued to the Contractor at no cost as detailed below: To Prime Contractor No. of Sets Basis of Distribution Reduced plans 11 " x 17" *** 2 *** Furnished automatically upon award. Contract Provisions *** 2 *** Furnished automatically upon award. Large plans (e.g., 22" x 34") and Contract Provisions *** 0 *** Furnished only upon request. Additional plans and Contract Provisions may be obtained by the Contractor from the source stated in the Call for Bids, at the Contractor's own expense. City of Bremerton April 2014 Evergreen Rotary Park Renovation Project III -5 Division 1 Contract Documents 1-02.5 Proposal Forms (June 27, 2011 APWA GSP) Delete this section and replace it with the following: The Proposal Form will identify the project and its location and describe the work. It will also list estimated quantities, units of measurement, the items of work, and the materials to be furnished at the unit bid prices. The bidder shall complete spaces on the proposal form that call for, but are not limited to, unit prices; extensions; summations; the total bid amount; signatures; date; and, where applicable, retail sales taxes and acknowledgment of addenda; the bidder's name, address, telephone number, and signature; the bidder's D/M/WBE commitment, if applicable; a State of Washington Contractor's Registration Number; and a Business License Number, if applicable. Bids shall be completed by typing or shall be printed in ink by hand, preferably in black ink. The required certifications are included as part of the Proposal Form. The Contracting Agency reserves the right to arrange the proposal forms with alternates and additives, if such be to the advantage of the Contracting Agency. The bidder shall bid on all alternates and additives set forth in the Proposal Form unless otherwise specified. 1-02.6 Preparation of Proposal (August 2, 2004 WSDOT GSP, Option 15) The fifth and sixth paragraphs of Section 1-02.6 are deleted. (June 27, 2011 APWA GSP) Supplement the second paragraph with the following: 4. If a minimum bid amount has been established for any item, the unit or lump sum price must equal or exceed the minimum amount stated. 5. Any correction to a bid made by interlineation, alteration, or erasure, shall be initialed by the signer of the bid. Delete the last paragraph, and replace it with the following: The Bidder shall make no stipulation on the Bid Form, nor qualify the bid in any manner. A bid by a corporation shall be executed in the corporate name, by the president or a vice president (or other corporate officer accompanied by evidence of authority to sign). A bid by a partnership shall be executed in the partnership name, and signed by a partner. A copy of the partnership agreement shall be submitted with the Bid Form if any D/M/WBE requirements are to be satisfied through such an agreement. A bid by a joint venture shall be executed in the joint venture name and signed by a member of the joint venture. A copy of the joint venture agreement shall be submitted with the Bid Form if any D/W/MBE requirements are to be satisfied through such an agreement. City of Bremerton April 2014 Evergreen Rotary Park Renovation Project III -6 Division 1 Contract Documents 1-02.7 Bid Deposit (March 8, 2013 APWA GSP) Supplement this section with the following: Bid bonds shall contain the following: 1. Contracting Agency -assigned number for the project; 2. Name of the project; 3. The Contracting Agency named as obligee; 4. The amount of the bid bond stated either as a dollar figure or as a percentage which represents five percent of the maximum bid amount that could be awarded; 5. Signature of the bidder's officer empowered to sign official statements. The signature of the person authorized to submit the bid should agree with the signature on the bond, and the title of the person must accompany the said signature; 6. The signature of the surety's officer empowered to sign the bond and the power of attorney. If so stated in the Contract Provisions, bidder must use the bond form included in the Contract Provisions. If so stated in the Contract Provisions, cash will not be accepted for a bid deposit. 1-02.9 Delivery of Proposal (August 15, 2012 APWA GSP, Option A) Delete this section and replace it with the following: Each proposal shall be submitted in a sealed envelope, with the Project Name and Project Number as stated in the Call for Bids clearly marked on the outside of the envelope, or as otherwise required in the Bid Documents, to ensure proper handling and delivery. If the project has FHWA funding and requires DBE Written Confirmation Documents or Good Faith Effort Documentation, then to be considered responsive, the Bidder shall submit with their Bid Proposal, written Confirmation Documentation from each DBE firm listed on the Bidder's completed DBE Utilization Certification, form 272-056A EF, as required by Section 1-02.6. The Contracting Agency will not open or consider any Bid Proposal that is received after the time specified in the Call for Bids for receipt of Bid Proposals, or received in a location other than that specified in the Call for Bids. City of Bremerton April 2014 Evergreen Rotary Park Renovation Project III -7 Division 1 Contract Documents 1-02.13 Irregular Proposals (March 13, 2012 APWA GSP) Revise item 1 to read: A proposal will be considered irregular and will be rejected if: a. The Bidder is not prequalified when so required; b. The authorized proposal form furnished by the Contracting Agency is not used or is altered; c. The completed proposal form contains any unauthorized additions, deletions, alternate Bids, or conditions; d. The Bidder adds provisions reserving the right to reject or accept the award, or enter into the Contract; e. A price per unit cannot be determined from the Bid Proposal; f. The Proposal form is not properly executed; g. The Bidder fails to submit or properly complete a Subcontractor list, if applicable, as required in Section 1-02.6; h. The Bidder fails to submit or properly complete a Disadvantaged Business Enterprise Certification, if applicable, as required in Section 1-02.6; i. The Bidder fails to submit written confirmation from each DBE firm listed on the Bidder's completed DBE Utilization Certification that they are in agreement with the bidders DBE participation commitment, if applicable, as required in Section 1-02.6, or if the written confirmation that is submitted fails to meet the requirements of the Special Provisions; j The Bidder fails to submit DBE Good Faith Effort documentation, if applicable, as required in Section 1-02.6, or if the documentation that is submitted fails to demonstrate that a Good Faith Effort to meet the Condition of Award was made; k. The Bid Proposal does not constitute a definite and unqualified offer to meet the material terms of the Bid invitation; or I. More than one proposal is submitted for the same project from a Bidder under the same or different names. 1-02.14 Disqualification of Bidders (March 8, 2013 APWA GSP, Option B) Delete this Section and replace it with the following: A Bidder will be deemed not responsible if the Bidder does not meet the mandatory bidder responsibility criteria in RCW 39.04.350(1), as amended; or does not meet the following Supplemental Criteria: 1. Delinquent State Taxes A Criterion: The Bidder shall not owe delinquent taxes to the Washington State Department of Revenue without a payment plan approved by the Department of Revenue. B. Documentation: The Bidder shall not be listed on the Washington State Department of Revenue's "Delinquent Taxpayer List" website: http://dor.wa.gov/content/fileandpaytaxes/latefiling/dtlwest.aspx , or if they are so listed, they must submit a written payment plan approved by the Department of Revenue, to the Contracting Agency by the deadline listed below. City of Bremerton April 2014 Evergreen Rotary Park Renovation Project III -8 Division 1 Contract Documents 2. Federal Debarment A Criterion: The Bidder shall not currently be debarred or suspended by the Federal government. B. Documentation: The Bidder shall not be listed as having an "active exclusion" on the U.S. government's "System for Award Management" database (www.sam.gov). 3. Subcontractor Responsibility A Criterion: The Bidder's standard subcontract form shall include the subcontractor responsibility language required by RCW 39.06.020, and the Bidder shall have an established procedure which it utilizes to validate the responsibility of each of its subcontractors. The Bidder's subcontract form shall also include a requirement that each of its subcontractors shall have and document a similar procedure to determine whether the sub -tier subcontractors with whom it contracts are also "responsible" subcontractors as defined by RCW 39.06.020. B. Documentation: The Bidder, if and when required as detailed below, shall submit a copy of its standard subcontract form for review by the Contracting Agency, and a written description of its procedure for validating the responsibility of subcontractors with which it contracts. 4. Prevailing Wages A Criterion: The Bidder shall not have a record of prevailing wage violations as determined by WA Labor & Industries in the five years prior to the bid submittal date, that demonstrates a pattern of failing to pay workers prevailing wages, unless there are extenuating circumstances and such circumstances are deemed acceptable to the Contracting Agency. B. Documentation: The Bidder, if and when required as detailed below, shall submit a list of all prevailing wage violations in the five years prior to the bid submittal date, along with an explanation of each violation and how it was resolved. The Contracting Agency will evaluate these explanations and the resolution of each complaint to determine whether the violation demonstrate a pattern of failing to pay its workers prevailing wages as required. 5. Claims Against Retainage and Bonds A Criterion: The Bidder shall not have a record of excessive claims filed against the retainage or payment bonds for public works projects in the three years prior to the bid submittal date, that demonstrate a lack of effective management by the Bidder of making timely and appropriate payments to its subcontractors, suppliers, and workers, unless there are extenuating circumstances and such circumstances are deemed acceptable to the Contracting Agency. City of Bremerton April 2014 Evergreen Rotary Park Renovation Project III -9 Division 1 Contract Documents B. Documentation: The Bidder, if and when required as detailed below, shall submit a list of the public works projects completed in the three years prior to the bid submittal date that have had claims against retainage and bonds and include for each project the following information: • Name of project • The owner and contact information for the owner; • A list of claims filed against the retainage and/or payment bond for any of the projects listed; • A written explanation of the circumstances surrounding each claim and the ultimate resolution of the claim. 6. Public Bidding Crime A Criterion: The Bidder and/or its owners shall not have been convicted of a crime involving bidding on a public works contract in the five years prior to the bid submittal date. B. Documentation: The Bidder, if and when required as detailed below, shall sign a statement (on a form to be provided by the Contracting Agency) that the Bidder and/or its owners have not been convicted of a crime involving bidding on a public works contract. 7. Termination for Cause / Termination for Default A Criterion: The Bidder shall not have had any public works contract terminated for cause or terminated for default by a government agency in the five years prior to the bid submittal date, unless there are extenuating circumstances and such circumstances are deemed acceptable to the Contracting Agency. B. Documentation: The Bidder, if and when required as detailed below, shall sign a statement (on a form to be provided by the Contracting Agency) that the Bidder has not had any public works contract terminated for cause or terminated for default by a government agency in the five years prior to the bid submittal date; or if Bidder was terminated, describe the circumstances. . 8. Lawsuits A Criterion: The Bidder shall not have lawsuits with judgments entered against the Bidder in the five years prior to the bid submittal date that demonstrate a pattern of failing to meet the terms of contracts, unless there are extenuating circumstances and such circumstances are deemed acceptable to the Contracting Agency B. Documentation: The Bidder, if and when required as detailed below, shall sign a statement (on a form to be provided by the Contracting Agency) that the Bidder has not had any lawsuits with judgments entered against the Bidder in the five years prior to the bid submittal date that demonstrate a pattern of failing to meet the terms of contracts, or shall submit a list of all lawsuits with judgments entered City of Bremerton April 2014 Evergreen Rotary Park Renovation Project III -10 Division 1 Contract Documents against the Bidder in the five years prior to the bid submittal date, along with a written explanation of the circumstances surrounding each such lawsuit. The Contracting Agency shall evaluate these explanations to determine whether the lawsuits demonstrate a pattern of failing to meet of terms of construction related contracts As evidence that the Bidder meets the mandatory and supplemental responsibility criteria stated above, the apparent two lowest Bidders must submit to the Contracting Agency by 12:00 P.M. (noon) of the second business day following the bid submittal deadline, a written statement verifying that the Bidder meets all of the mandatory and supplemental criteria together with supporting documentation including but not limited to that detailed above (sufficient in the sole judgment of the Contracting Agency) demonstrating compliance with all mandatory and supplemental responsibility criteria. The Contracting Agency reserves the right to request such documentation from other Bidders as well, and to request further documentation as needed to assess Bidder responsibility. The Contracting Agency also reserves the right to obtain information from third -parties and independent sources of information concerning a Bidder's compliance with the mandatory and supplemental criteria, and to use that information in their evaluation. The Contracting Agency may (but is not required to) consider mitigating factors in determining whether the Bidder complies with the requirements of the supplemental criteria. The basis for evaluation of Bidder compliance with these mandatory and supplemental criteria shall include any documents or facts obtained by Contracting Agency (whether from the Bidder or third parties) including but not limited to: (i) financial, historical, or operational data from the Bidder; (ii) information obtained directly by the Contracting Agency from others for whom the Bidder has worked, or other public agencies or private enterprises; and (iii) any additional information obtained by the Contracting Agency which is believed to be relevant to the matter. If the Contracting Agency determines the Bidder does not meet the bidder responsibility criteria above and is therefore not a responsible Bidder, the Contracting Agency shall notify the Bidder in writing, with the reasons for its determination. If the Bidder disagrees with this determination, it may appeal the determination within two (2) business days of the Contracting Agency's determination by presenting its appeal and any additional information to the Contracting Agency. The Contracting Agency will consider the appeal and any additional information before issuing its final determination. If the final determination affirms that the Bidder is not responsible, the Contracting Agency will not execute a contract with any other Bidder until at least two business days after the Bidder determined to be not responsible has received the Contracting Agency's final determination. Request to Change Supplemental Bidder Responsibility Criteria Prior To Bid: Bidders with concerns about the relevancy or restrictiveness of the Supplemental Bidder Responsibility Criteria may make or submit requests to the Contracting Agency to modify the criteria. Such requests shall be in writing, describe the nature of the concerns, and propose specific modifications to the criteria. Bidders shall submit such requests to the Contracting Agency no later than five (5) business days prior to the bid submittal deadline and address the request to the Project Engineer or such other person designated by the Contracting Agency in the Bid Documents. City of Bremerton April 2014 Evergreen Rotary Park Renovation Project III -11 Division 1 Contract Documents 1-02.15 Pre -Award Information (August 14, 2013 APWA GSP) Revise this section to read: Before awarding any contract, the Contracting Agency may require one or more of these items or actions of the apparent lowest responsible bidder: A complete statement of the origin, composition, and manufacture of any or all materials to be used, 2. Samples of these materials for quality and fitness tests, 3. A progress schedule (in a form the Contracting Agency requires) showing the order of and time required for the various phases of the work, 4. A breakdown of costs assigned to any bid item, 5. Attendance at a conference with the Engineer or representatives of the Engineer, 6. Obtain, and furnish a copy of, a business license to do business in the city or county where the work is located. 7. Any other information or action taken that is deemed necessary to ensure that the bidder is the lowest responsible bidder. 1-03 AWARD AND EXECUTION OF CONTRACT 1-03.1 Consideration of Bids (January 23, 2006 APWA GSP) Revise the first paragraph to read: After opening and reading proposals, the Contracting Agency will check them for correctness of extensions of the prices per unit and the total price. If a discrepancy exists between the price per unit and the extended amount of any bid item, the price per unit will control. If a minimum bid amount has been established for any item and the bidder's unit or lump sum price is less than the minimum specified amount, the Contracting Agency will unilaterally revise the unit or lump sum price, to the minimum specified amount and recalculate the extension. The total of extensions, corrected where necessary, includinq sales taxes where applicable and such additives and/or alternates as selected by the Contracting Agency, will be used by the Contracting Agency for award purposes and to fix the Awarded Contract Price amount and the amount of the contract bond. City of Bremerton April 2014 Evergreen Rotary Park Renovation Project III -12 Division 1 Contract Documents 1-03.3 Execution of Contract (October 1, 2005 APWA GSP) Revise this section to read: Copies of the Contract Provisions, including the unsigned Form of Contract, will be available for signature by the successful bidder on the first business day following award. The number of copies to be executed by the Contractor will be determined by the Contracting Agency. Within $$5$$ calendar days after the award date, the successful bidder shall return the signed Contracting Agency -prepared contract, an insurance certification as required by Section 1- 07.18, and a satisfactory bond as required by law and Section 1-03.4. Before execution of the contract by the Contracting Agency, the successful bidder shall provide any pre -award information the Contracting Agency may require under Section 1-02.15. Until the Contracting Agency executes a contract, no proposal shall bind the Contracting Agency nor shall any work begin within the project limits or within Contracting Agency - furnished sites. The Contractor shall bear all risks for any work begun outside such areas and for any materials ordered before the contract is executed by the Contracting Agency. If the bidder experiences circumstances beyond their control that prevents return of the contract documents within the calendar days after the award date stated above, the Contracting Agency may grant up to a maximum of $$5$$ additional calendar days for return of the documents, provided the Contracting Agency deems the circumstances warrant it. 1-03.4 Contract Bond (October 1, 2005 APWA GSP) Revise the first paragraph to read: The successful bidder shall provide an executed contract bond for the full contract amount. This contract bond shall: 1. Be on a Contracting Agency -furnished form; 2. Be signed by an approved surety (or sureties) that: a. Is registered with the Washington State Insurance Commissioner, and b. Appears on the current Authorized Insurance List in the State of Washington published by the Office of the Insurance Commissioner, 3. Be conditioned upon the faithful performance of the contract by the Contractor within the prescribed time; 4. Guarantee that the surety shall indemnify, defend, and protect the Contracting Agency against any claim of direct or indirect loss resulting from the failure: a. Of the Contractor (or any of the employees, subcontractors, or lower tier subcontractors of the Contractor) to faithfully perform the contract, or b. Of the Contractor (or the subcontractors or lower tier subcontractors of the Contractor) to pay all laborers, mechanics, subcontractors, lower tier subcontractors, materialperson, or any other person who provides supplies or provisions for carrying out the work. City of Bremerton April 2014 Evergreen Rotary Park Renovation Project III -13 Division 1 Contract Documents 5. Be accompanied by a power of attorney for the Surety's officer empowered to sign the bond: and A the president or vice-president. unless accompanied by written proof of the authoritv power of attorney or a letter to such effect by the president or vice-president). 1-04 SCOPE OF THE WORK 1-04.2 Coordination of Contract Documents, Plans, Special Provisions, Specifications, and Addenda (March 13, 2012 APWA GSP) Revise the second paragraph to read: Any inconsistency in the parts of the contract shall be resolved by following this order of precedence (e.g., 1 presiding over 2, 2 over 3, 3 over 4, and so forth): 1. Addenda, 2. Proposal Form, 3. Special Provisions, 4. Contract Plans, 5. Amendments to the Standard Specifications, 6. Standard Specifications, 7. Contracting Agency's Standard Plans or Details (if any), and 8. WSDOT Standard Plans for Road, Bridge, and Municipal Construction. 1-05 CONTROL OF WORK 1-05 CONTROL OF WORK 1-05.4 Conformity With and Deviations from Plans and Stakes Section 1-05.4 is supplemented with the following: Contractor Surveying — Roadway Copies of the Contracting Agency provided primary survey control data are available for the bidder's inspection at the office of the Project Engineer. The Contractor shall be responsible for setting, maintaining, and resetting all alignment stakes, slope stakes, and grades necessary for the construction of the roadbed, drainage, surfacing, paving, channelization and pavement marking, illumination and signals, guardrails and barriers, and signing. Except for the survey control data to be furnished by the Contracting Agency, calculations, surveying, and measuring required for setting and maintaining the necessary lines and grades shall be the Contractor's responsibility. City of Bremerton April 2014 Evergreen Rotary Park Renovation Project III -14 Division 1 Contract Documents The Contractor shall inform the Engineer when monuments are discovered that were not identified in the Plans and construction activity may disturb or damage the monuments. All monuments noted on the plans "DO NOT DISTURB" shall be protected throughout the length of the project or be replaced at the Contractors expense. Detailed survey records shall be maintained, including a description of the work performed on each shift, the methods utilized, and the control points used. The record shall be adequate to allow the survey to be reproduced. A copy of each day's record shall be provided to the Engineer within three working days after the end of the shift. The meaning of words and terms used in this provision shall be as listed in "Definitions of Surveying and Associated Terms" current edition, published by the American Congress on Surveying and Mapping and the American Society of Civil Engineers. The survey work shall include but not be limited to the following: 1. Verify the primary horizontal and vertical control furnished by the Contracting Agency, and expand into secondary control by adding stakes and hubs as well as additional survey control needed for the project. Provide descriptions of secondary control to the Contracting Agency. The description shall include coordinates and elevations of all secondary control points. 2. Establish, the centerlines of all alignments, by placing hubs, stakes, or marks on centerline or on offsets to centerline at all curve points (PCs, PTs, and PIs) and at points on the alignments spaced no further than 50 feet. 3. Establish clearing limits, placing stakes at all angle points and at intermediate points not more than 50 feet apart. The clearing and grubbing limits shall be 5 feet beyond the toe of a fill and 10 feet beyond the top of a cut unless otherwise shown in the Plans. 4. Establish grading limits, placing slope stakes at centerline increments not more than 50 feet apart. Establish offset reference to all slope stakes. If Global Positioning Satellite (GPS) Machine Controls are used to provide grade control, then slope stakes may be omitted at the discretion of the Contractor 5. Establish the horizontal and vertical location of all drainage features, placing offset stakes to all drainage structures and to pipes at a horizontal interval not greater than 25 feet. 6. Establish roadbed and surfacing elevations by placing stakes at the top of subgrade and at the top of each course of surfacing. Subgrade and surfacing stakes shall be set at horizontal intervals not greater than 50 feet in tangent sections, 25 feet in curve sections with a radius less than 300 feet, and at 10 -foot intervals in intersection radii with a radius less than 10 feet. Transversely, stakes shall be placed at all locations where the roadway slope changes and at additional points such that the transverse spacing of stakes is not more than 12 feet. If GPS Machine Controls are used to provide grade control, then roadbed and surfacing stakes may be omitted at the discretion of the Contractor. City of Bremerton April 2014 Evergreen Rotary Park Renovation Project III -15 Division 1 Contract Documents 7. Establish intermediate elevation benchmarks as needed to check work throughout the project. 8. Provide references for paving pins at 25 -foot intervals or provide simultaneous surveying to establish location and elevation of paving pins as they are being placed. 9. For all other types of construction included in this provision, (including but not limited to channelization and pavement marking, illumination and signals, guardrails and barriers, and signing) provide staking and layout as necessary to adequately locate, construct, and check the specific construction activity. 10. Contractor shall determine if changes are needed to the profiles or roadway sections shown in the Contract Plans in order to achieve proper smoothness and drainage where matching into existing features, such as a smooth transition from new pavement to existing pavement. The Contractor shall submit these changes to the Project Engineer for review and approval 10 days prior to the beginning of work. The Contractor shall provide the Contracting Agency copies of any calculations and staking data when requested by the Engineer. To facilitate the establishment of these lines and elevations, the Contracting Agency will provide the Contractor with primary survey control information consisting of descriptions of two primary control points used for the horizontal and vertical control, and descriptions of two additional primary control points for every additional three miles of project length. Primary control points will be described by reference to the project alignment and the coordinate system and elevation datum utilized by the project. In addition, the Contracting Agency will supply horizontal coordinates for the beginning and ending points and for each Point of Intersection (PI) on each alignment included in the project. The Contractor shall ensure a surveying accuracy within the following tolerances: The Contracting Agency may spot-check the Contractor's surveying. These spot-checks will not change the requirements for normal checking by the Contractor. City of Bremerton April 2014 Evergreen Rotary Park Renovation Project III -16 Division 1 Contract Documents Vertical Horizontal Slope stakes ±0.10 feet ±0.10 feet Subgrade grade stakes set 0.04 feet below grade ±0.01 feet ±0.5 feet (parallel to alignment) ±0.1 feet (normal to alignment) Stationing on roadway N/A ±0.1 feet Alignment on roadway N/A ±0.04 feet Surfacing grade stakes ±0.01 feet ±0.5 feet (parallel to alignment) ±0.1 feet (normal to alignment) Roadway paving pins for surfacing or paving ±0.01 feet ±0.2 feet (parallel to alignment) ±0.1 feet (normal to alignment) The Contracting Agency may spot-check the Contractor's surveying. These spot-checks will not change the requirements for normal checking by the Contractor. City of Bremerton April 2014 Evergreen Rotary Park Renovation Project III -16 Division 1 Contract Documents When staking roadway alignment and stationing, the Contractor shall perform independent checks from different secondary control to ensure that the points staked are within the specified survey accuracy tolerances. The Contractor shall calculate coordinates for the alignment. The Contracting Agency will verify these coordinates prior to issuing approval to the Contractor for commencing with the work. The Contracting Agency will require up to seven calendar days from the date the data is received. Contract work to be performed using contractor -provided stakes shall not begin until the stakes are approved by the Contracting Agency. Such approval shall not relieve the Contractor of responsibility for the accuracy of the stakes. Stakes shall be marked in accordance with Standard Plan A10.10. When stakes are needed that are not described in the Plans, then those stakes shall be marked, at no additional cost to the Contracting Agency as ordered by the Engineer. Payment Payment will be made in accordance with Section 1-04.1 for the following bid item when included in the proposal: "Roadway Surveying", lump sum. The lump sum contract price for "Roadway Surveying" shall be full pay for all labor, equipment, materials, and supervision utilized to perform the Work specified, including any resurveying, checking, correction of errors, replacement of missing or damaged stakes, and coordination efforts. 1-05.7 Removal of Defective and Unauthorized Work (October 1, 2005 APWA GSP) Supplement this section with the following: If the Contractor fails to remedy defective or unauthorized work within the time specified in a written notice from the Engineer, or fails to perform any part of the work required by the Contract Documents, the Engineer may correct and remedy such work as may be identified in the written notice, with Contracting Agency forces or by such other means as the Contracting Agency may deem necessary. If the Contractor fails to comply with a written order to remedy what the Engineer determines to be an emergency situation, the Engineer may have the defective and unauthorized work corrected immediately, have the rejected work removed and replaced, or have work the Contractor refuses to perform completed by using Contracting Agency or other forces. An emergency situation is any situation when, in the opinion of the Engineer, a delay in its remedy could be potentially unsafe, or might cause serious risk of loss or damage to the public. City of Bremerton April 2014 Evergreen Rotary Park Renovation Project III -17 Division 1 Contract Documents Direct or indirect costs incurred by the Contracting Agency attributable to correcting and remedying defective or unauthorized work, or work the Contractor failed or refused to perform, shall be paid by the Contractor. Payment will be deducted by the Engineer from monies due, or to become due, the Contractor. Such direct and indirect costs shall include in particular, but without limitation, compensation for additional professional services required, and costs for repair and replacement of work of others destroyed or damaged by correction, removal, or replacement of the Contractor's unauthorized work. No adjustment in contract time or compensation will be allowed because of the delay in the performance of the work attributable to the exercise of the Contracting Agency's rights provided by this Section. The rights exercised under the provisions of this section shall not diminish the Contracting Agency's right to pursue any other avenue for additional remedy or damages with respect to the Contractor's failure to perform the work as required. 1-05.11 Final Inspection Delete this section and replace it with the following: 1-05.11 Final Inspections and Operational Testing (October 1, 2005 APWA GSP) 1-05.11(1) Substantial Completion Date When the Contractor considers the work to be substantially complete, the Contractor shall so notify the Engineer and request the Engineer establish the Substantial Completion Date. The Contractor's request shall list the specific items of work that remain to be completed in order to reach physical completion. The Engineer will schedule an inspection of the work with the Contractor to determine the status of completion. The Engineer may also establish the Substantial Completion Date unilaterally. If, after this inspection, the Engineer concurs with the Contractor that the work is substantially complete and ready for its intended use, the Engineer, by written notice to the Contractor, will set the Substantial Completion Date. If, after this inspection the Engineer does not consider the work substantially complete and ready for its intended use, the Engineer will, by written notice, so notify the Contractor giving the reasons therefore. Upon receipt of written notice concurring in or denying substantial completion, whichever is applicable, the Contractor shall pursue vigorously, diligently and without unauthorized interruption, the work necessary to reach Substantial and Physical Completion. The Contractor shall provide the Engineer with a revised schedule indicating when the Contractor expects to reach substantial and physical completion of the work. The above process shall be repeated until the Engineer establishes the Substantial Completion Date and the Contractor considers the work physically complete and ready for final inspection. City of Bremerton April 2014 Evergreen Rotary Park Renovation Project III -18 Division 1 Contract Documents 1-05.11(2) Final Inspection and Physical Completion Date When the Contractor considers the work physically complete and ready for final inspection, the Contractor by written notice, shall request the Engineer to schedule a final inspection. The Engineer will set a date for final inspection. The Engineer and the Contractor will then make a final inspection and the Engineer will notify the Contractor in writing of all particulars in which the final inspection reveals the work incomplete or unacceptable. The Contractor shall immediately take such corrective measures as are necessary to remedy the listed deficiencies. Corrective work shall be pursued vigorously, diligently, and without interruption until physical completion of the listed deficiencies. This process will continue until the Engineer is satisfied the listed deficiencies have been corrected. If action to correct the listed deficiencies is not initiated within 7 days after receipt of the written notice listing the deficiencies, the Engineer may, upon written notice to the Contractor, take whatever steps are necessary to correct those deficiencies pursuant to Section 1-05.7. The Contractor will not be allowed an extension of contract time because of a delay in the performance of the work attributable to the exercise of the Engineer's right hereunder. Upon correction of all deficiencies, the Engineer will notify the Contractor and the Contracting Agency, in writing, of the date upon which the work was considered physically complete. That date shall constitute the Physical Completion Date of the contract, but shall not imply acceptance of the work or that all the obligations of the Contractor under the contract have been fulfilled. 1-05.11(3) Operational Testing It is the intent of the Contracting Agency to have at the Physical Completion Date a complete and operable system. Therefore when the work involves the installation of machinery or other mechanical equipment; street lighting, electrical distribution or signal systems; irrigation systems; buildings; or other similar work it may be desirable for the Engineer to have the Contractor operate and test the work for a period of time after final inspection but prior to the physical completion date. Whenever items of work are listed in the Contract Provisions for operational testing they shall be fully tested under operating conditions for the time period specified to ensure their acceptability prior to the Physical Completion Date. During and following the test period, the Contractor shall correct any items of workmanship, materials, or equipment which prove faulty, or that are not in first class operating condition. Equipment, electrical controls, meters, or other devices and equipment to be tested during this period shall be tested under the observation of the Engineer, so that the Engineer may determine their suitability for the purpose for which they were installed. The Physical Completion Date cannot be established until testing and corrections have been completed to the satisfaction of the Engineer. The costs for power, gas, labor, material, supplies, and everything else needed to successfully complete operational testing, shall be included in the unit contract prices related to the system being tested, unless specifically set forth otherwise in the proposal. Operational and test periods, when required by the Engineer, shall not affect a manufacturer's guaranties or warranties furnished under the terms of the contract. City of Bremerton April 2014 Evergreen Rotary Park Renovation Project III -19 Division 1 Contract Documents 1-05.13 Superintendents, Labor, and Equipment of Contractor (August 14, 2013 APWA GSP) Delete the sixth and seventh paragraphs of this section. 1-05.15 Method of Serving Notices (March 25, 2009 APWA GSP) Revise the second paragraph to read: All correspondence from the Contractor shall be directed to the Project Engineer. All correspondence from the Contractor constituting any notification, notice of protest, notice of dispute, or other correspondence constituting notification required to be furnished under the Contract, must be in paper format, hand delivered or sent via mail delivery service to the Project Engineer's office. Electronic copies such as e-mails or electronically delivered copies of correspondence will not constitute such notice and will not comply with the requirements of the Contract. Add the following new section: 1-05.16 Water and Power New Section (October 1, 2005 APWA GSP) The Contractor shall make necessary arrangements, and shall bear the costs for power and water necessary for the performance of the work, unless the contract includes power and water as a pay item. Add the following new section: 1-05.17 Oral Agreements New Section (October 1, 2005 APWA GSP) No oral agreement or conversation with any officer, agent, or employee of the Contracting Agency, either before or after execution of the contract, shall affect or modify any of the terms or obligations contained in any of the documents comprising the contract. Such oral agreement or conversation shall be considered as unofficial information and in no way binding upon the Contracting Agency, unless subsequently put in writing and signed by the Contracting Agency. 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1-07.1 Laws to be Observed (October 1, 2005 APWA GSP) Supplement this section with the following: In cases of conflict between different safety regulations, the more stringent regulation shall apply. City of Bremerton April 2014 Evergreen Rotary Park Renovation Project III -20 Division 1 Contract Documents The Washington State Department of Labor and Industries shall be the sole and paramount administrative agency responsible for the administration of the provisions of the Washington Industrial Safety and Health Act of 1973 (WISHA). The Contractor shall maintain at the project site office, or other well known place at the project site, all articles necessary for providing first aid to the injured. The Contractor shall establish, publish, and make known to all employees, procedures for ensuring immediate removal to a hospital, or doctor's care, persons, including employees, who may have been injured on the project site. Employees should not be permitted to work on the project site before the Contractor has established and made known procedures for removal of injured persons to a hospital or a doctor's care. The Contractor shall have sole responsibility for the safety, efficiency, and adequacy of the Contractor's plant, appliances, and methods, and for any damage or injury resulting from their failure, or improper maintenance, use, or operation. The Contractor shall be solely and completely responsible for the conditions of the project site, including safety for all persons and property in the performance of the work. This requirement shall apply continuously, and not be limited to normal working hours. The required or implied duty of the Engineer to conduct construction review of the Contractor's performance does not, and shall not, be intended to include review and adequacy of the Contractor's safety measures in, on, or near the project site. 1-07.2 State Taxes Delete this section, including its sub -sections, in its entirety and replace it with the following: 1-07.2 Sales Tax (June 27, 2011 APWA GSP) The Washington State Department of Revenue has issued special rules on the State sales tax. Sections 1-07.2(1) through 1-07.2(3) are meant to clarify those rules. The Contractor should contact the Washington State Department of Revenue for answers to questions in this area. The Contracting Agency will not adjust its payment if the Contractor bases a bid on a misunderstood tax liability. The Contractor shall include all Contractor -paid taxes in the unit bid prices or other contract amounts. In some cases, however, state retail sales tax will not be included. Section 1-07.2(2) describes this exception. The Contracting Agency will pay the retained percentage (or release the Contract Bond if a FHWA-funded Project) only if the Contractor has obtained from the Washington State Department of Revenue a certificate showing that all contract -related taxes have been paid (RCW 60.28.051). The Contracting Agency may deduct from its payments to the Contractor any amount the Contractor may owe the Washington State Department of Revenue, whether the amount owed relates to this contract or not. Any amount so deducted will be paid into the proper State fund. City of Bremerton April 2014 Evergreen Rotary Park Renovation Project III -21 Division 1 Contract Documents 1-07.2(1) State Sales Tax — Rule 171 WAC 458-20-171, and its related rules, apply to building, repairing, or improving streets, roads, etc., which are owned by a municipal corporation, or political subdivision of the state, or by the United States, and which are used primarily for foot or vehicular traffic. This includes storm or combined sewer systems within and included as a part of the street or road drainage system and power lines when such are part of the roadway lighting system. For work performed in such cases, the Contractor shall include Washington State Retail Sales Taxes in the various unit bid item prices, or other contract amounts, including those that the Contractor pays on the purchase of the materials, equipment, or supplies used or consumed in doing the work. 1-07.2(2) State Sales Tax — Rule 170 WAC 458-20-170, and its related rules, apply to the constructing and repairing of new or existing buildings, or other structures, upon real property. This includes, but is not limited to, the construction of streets, roads, highways, etc., owned by the state of Washington; water mains and their appurtenances; sanitary sewers and sewage disposal systems unless such sewers and disposal systems are within, and a part of, a street or road drainage system; telephone, telegraph, electrical power distribution lines, or other conduits or lines in or above streets or roads, unless such power lines become a part of a street or road lighting system; and installing or attaching of any article of tangible personal property in or to real property, whether or not such personal property becomes a part of the realty by virtue of installation. For work performed in such cases, the Contractor shall collect from the Contracting Agency, retail sales tax on the full contract price. The Contracting Agency will automatically add this sales tax to each payment to the Contractor. For this reason, the Contractor shall not include the retail sales tax in the unit bid item prices, or in any other contract amount subject to Rule 170, with the following exception. Exception: The Contracting Agency will not add in sales tax for a payment the Contractor or a subcontractor makes on the purchase or rental of tools, machinery, equipment, or consumable supplies not integrated into the project. Such sales taxes shall be included in the unit bid item prices or in any other contract amount. 1-07.2(3) Services The Contractor shall not collect retail sales tax from the Contracting Agency on any contract wholly for professional or other services (as defined in Washington State Department of Revenue Rules 138 and 244). 1-07.9 Wages 1-07.9(1) General Section 1-07.9(1) is supplemented with the following (January 3, 2014 WSDOT GSP, Option 1) The Federal wage rates incorporated in this contract have been established by the Secretary of Labor under United States Department of Labor General Decision No. WA140001. City of Bremerton April 2014 Evergreen Rotary Park Renovation Project III -22 Division 1 Contract Documents The State rates incorporated in this contract are applicable to all construction activities associated with this contract. 1-07.11 Requirements for Nondiscrimination Section 1-07.11 is supplemented with the following: (August 5, 2013 WSDOT GSP, Option 1) Requirement for Affirmative Action to Ensure Equal Employment Opportunity (Executive Order 11246) 1. The Contractor's attention is called to the Equal Opportunity Clause and the Standard Federal Equal Employment Opportunity Construction Contract Specifications set forth herein. 2. The goals and timetables for minority and female participation set by the Office of Federal Contract Compliance Programs, expressed in percentage terms for the Contractor's aggregate work force in each construction craft and in each trade on all construction work in the covered area, are as follows: Women - Statewide Timetable Goal Until further notice 6.9% Minorities - by Standard Metropolitan Statistical Area (SMSA) Spokane, WA: SMSA Counties: Spokane, WA 2.8 WA Spokane. Non -SMSA Counties 3.0 WA Adams; WA Asotin; WA Columbia; WA Ferry; WA Garfield; WA Lincoln, WA Pend Oreille; WA Stevens; WA Whitman. Richland, WA SMSA Counties: Richland Kennewick, WA 5.4 WA Benton; WA Franklin. Non -SMSA Counties 3.6 WA Walla Walla. Yakima, WA: SMSA Counties: Yakima, WA 9.7 WAYakima. Non -SMSA Counties 7.2 WA Chelan; WA Douglas; WA Grant; WA Kittitas; WA Okanogan. City of Bremerton April 2014 Evergreen Rotary Park Renovation Project III -23 Division 1 Contract Documents Seattle, WA: SMSA Counties: Seattle Everett, WA 7.2 WA King; WA Snohomish. Tacoma, WA 6.2 WA Pierce. Non -SMSA Counties 6.1 WA Clallam; WA Grays Harbor; WA Island; WA Jefferson; WA Kitsap; WA Lewis; WA Mason; WA Pacific; WA San Juan; WA Skagit; WA Thurston; WA Whatcom. Portland, OR: SMSA Counties: Portland, OR -WA 4.5 WA Clark. Non -SMSA Counties 3.8 WA Cowlitz; WA Klickitat; WA Skamania; WA Wahkiakum. These goals are applicable to each nonexempt Contractor's total on-site construction workforce, regardless of whether or not part of that workforce is performing work on a Federal, or federally assisted project, contract, or subcontract until further notice. Compliance with these goals and time tables is enforced by the Office of Federal Contract compliance Programs. 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 60-4.3(a), and its efforts to meet the goals. The hours of minority and female employment and training must be substantially uniform throughout the length of the contract, in each construction craft 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 goal shall be a violation of the 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. 3. The Contractor shall provide written notification to the Office of Federal Contract Compliance Programs (OFCCP) within 10 working days of award of any construction subcontract in excess of $10,000 or more that are Federally funded, 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 of the Subcontractor; 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. The notification shall be sent to: U.S. Department of Labor Office of Federal Contract Compliance Programs Pacific Region Attn: Regional Director San Francisco Federal Building 90 — 7th Street, Suite 18-300 San Francisco, CA 94103(415) 625-7800 Phone (415) 625-7799 Fax City of Bremerton April 2014 Evergreen Rotary Park Renovation Project III -24 Division 1 Contract Documents Additional information may be found at the U.S. Department of Labor website: http://www.dol.gov/ofccp/TAguides/ctaguide.htm 4. As used in this Notice, and in the contract resulting from this solicitation, the Covered Area is as designated herein. Standard Federal Equal Employment Opportunity Construction Contract Specifications (Executive Order 11246) 1. As used in these specifications a. Covered Area means the geographical area described in the solicitation from which this contract resulted; b. Director means Director, Office of Federal Contract Compliance Programs, United States Department of Labor, or any person to whom the Director delegates authority; c. Employer Identification Number means the Federal Social Security number used on the Employer's Quarterly Federal Tax Return, U. S. Treasury Department Form 941; d. Minority includes (1) Black, a person having origins in any of the Black Racial Groups of Africa. (2) Hispanic, a fluent Spanish speaking, Spanish surnamed person of Mexican, Puerto Rican, Cuban, Central American, South American, or other Spanish origin. (3) Asian or Pacific Islander, a person having origins in any of the original peoples of the Pacific rim or the Pacific Islands, the Hawaiian Islands and Samoa. (4) American Indian or Alaskan Native, a person having origins in any of the original peoples of North America, and who maintain cultural identification through tribal affiliation or community recognition. 2. Whenever the Contractor, or any Subcontractor at any tier, subcontracts a portion of the work involving any construction trade, it shall physically include in each subcontract in excess of $10,000 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 solicitations from which this contract resulted. 3. If the Contractor is participating (pursuant to 41 CFR 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 approved Plan does not excuse any covered Contractor's or Subcontractor's failure to take good faith effort to achieve the Plan goals and timetables. City of Bremerton April 2014 Evergreen Rotary Park Renovation Project III -25 Division 1 Contract Documents 4. The Contractor shall implement the specific affirmative action standards provided in paragraphs 7a through 7p of this Special Provision. 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 in which it has employees in the covered area. Covered construction contractors performing construction work in geographical areas where they do not have a Federal or federally assisted construction contract shall apply the minority and female goals established for the geographical area where the work is being performed. The Contractor is expected to make substantially uniform progress in meeting its goals in each craft during the period specified. 5. Neither the provisions of any collective bargaining agreement, nor the failure by a union with whom the Contractor has a collective bargaining agreement, to refer either minorities or women shall excuse the Contractor's obligations under these specifications, Executive Order 11246, or the regulations promulgated pursuant thereto. 6. 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. 7. 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 action. The Contractor shall document these efforts fully, and shall implement affirmative action steps at least as extensive as the following: a. 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, where 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 sites or in such facilities. b. 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. c. Maintain a current file of the names, addresses and telephone numbers of each minority and female off -the -street applicant and 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 by the union or, if referred, not employed by the Contractor, this shall be documented in the file with the reason therefor, along with whatever additional actions the Contractor may have taken. City of Bremerton April 2014 Evergreen Rotary Park Renovation Project III -26 Division 1 Contract Documents d. Provide immediate 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. e. Develop on-the-job training opportunity and/or participate in training programs for the area which expressly include minorities and women, including upgrading programs and apprenticeship and trainee programs relevant to the Contractor's employment needs, especially those programs funded or approved by the U.S. Department of Labor. The Contractor shall provide notice of these programs to the sources compiled under 7b above. Disseminate the Contractor's EEO policy by providing notice of the policy 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. g. 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 work 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. h. 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. Direct its recruitment efforts, both oral and written to minority, female 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. j. Encourage present minority and female employees to recruit other minority 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. City of Bremerton April 2014 Evergreen Rotary Park Renovation Project III -27 Division 1 Contract Documents k. Validate all tests and other selection requirements where there is an obligation to do so under 41 CFR Part 60-3. I. Conduct, at least annually, an inventory and evaluation 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. m. Ensure that seniority practices, job classifications, work assignments and other personnel practices, do not have a discriminatory effect by continually monitoring all personnel and employment related activities to ensure that the EEO policy and the Contractor's obligations under these specifications are being carried out. n. Ensure that all facilities and company activities are nonsegregated except that separate or single -user toilet and necessary changing facilities shall be provided to assure privacy between the sexes. o. 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 associations. p. Conduct a review, at least annually, of all supervisors' adherence to and performance under the Contractor's EEO policies and affirmative action obligations. 8. 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 group of which the Contractor is a member and participant, may be asserted as fulfilling any one or more of the obligations under 7a through 7p of this Special Provision 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, ensure 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 demonstrate the effectiveness of actions taken on behalf of the Contractor. The obligation to comply, however, is the Contractor's and failure of such a group to fulfill an obligation shall not be a defense for the Contractor's noncompliance. 9. A single goal for minorities and a separate single goal for women have been established. The Contractor, however, is required to provide equal employment opportunity 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 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 group of women is underutilized). 10. 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. City of Bremerton April 2014 Evergreen Rotary Park Renovation Project III -28 Division 1 Contract Documents 11. The Contractor shall not enter into any subcontract with any person or firm debarred from Government contracts pursuant to Executive Order 11246. 12. The Contractor shall carry out such sanctions and penalties for violation of these specifications and of the Equal Opportunity Clause, including suspensions, terminations and cancellations 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 11246, as amended. 13. 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 this Special Provision, so as to achieve 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 60-4.8. 14. The Contractor shall designate a responsible official to monitor all employment related activity to ensure that the company EEO policy is being carried out, to submit 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, their name, address, telephone numbers, construction trade, union affiliation if any, employee identification number when assigned, social security number, race, sex, 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 existing records satisfy this requirement, the Contractors will not be required to maintain separate records. 15. Nothing herein provided shall be construed as a limitation upon the application of other laws 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). 16. Additional assistance for Federal Construction Contractors on contracts administered by Washington State Department of Transportation or by Local Agencies may be found at: Washington State Dept. of Transportation Office of Equal Opportunity PO Box 47314 310 Maple Park Ave. SE Olympia WA 98504-7314 Ph: 360-705-7090 Fax: 360-705-6801 http://www.wsdot.wa.gov/equalopportunity/default.htm City of Bremerton April 2014 Evergreen Rotary Park Renovation Project III -29 Division 1 Contract Documents (May 7, 2012 WSDOT GSP, Option 2) Disadvantaged Business Enterprise Participation The Disadvantaged Business Enterprise (DBE) requirements of 49 CFR Part 26 apply to this Contract. As such, the requirements of this Contract are to make affirmative efforts to solicit DBEs, provide information on who submitted a Bid or quote and to report DBE participation quarterly as described elsewhere in these Contract Provisions. No preference will be included in the evaluation of Bids/Proposals, no minimum level of DBE participation shall be required as a Condition of Award and Bids/Proposals may not be rejected or considered non- responsive on that basis. DBE Goals No DBE goals have been assigned as part of this Contract. Affirmative Efforts to Solicit DBE Participation DBE firms shall have an equal opportunity to compete for subcontracts in which the Contractor enters into pursuant to this Contract. Contractors are encouraged to: Advertise opportunities for Subcontractors or suppliers in a timely and reasonably designed manner to provide notice of the opportunity to DBEs capable of performing the Work. All advertisements should include a Contract Provision encouraging participation by DBE firms. This may be accomplished through general advertisements (e.g. newspapers, journals, etc.) or by soliciting Bids/Proposals directly from DBEs. Note: A Directory of Certified DBE Firms denoting the Description of Work the DBE Contractors are certified to perform is available at: www.omwbe.wa.ciov/certification/index.shtmi. The directory provides a plain language on the Description of Work that the listed DBE's have been certified by the Office of Minority and Women's Business Enterprises (OMWBE) to perform. 2. Establish delivery schedules that encourage participation by DBEs and other small businesses. 3. Participate with a DBE as a joint venture. DBE Eligibility/Selection of DBEs for Reporting Purposes Only Contractors may take credit for DBEs utilized on this Contract only if the firm is certified for the Work being performed. Absent a mandatory goal, all DBE participation that is attained on this project will be considered as "race neutral" participation and shall be reported as such. City of Bremerton April 2014 Evergreen Rotary Park Renovation Project III -30 Division 1 Contract Documents Crediting DBE Participation for Reporting Purposes Joint Venture When a DBE performs as a participant in a joint venture, only that portion of the total dollar value of the Contract equal to the distinct, clearly defined portion of the Work that the DBE performs with its own forces shall be credited. DBE Prime Contractor A DBE Prime Contractor may only take credit for that portion of the total dollar value of the Contract equal to the distinct, clearly defined portion of the Work that the DBE Prime Contractor performs with its own forces. DBE Subcontractor When a DBE firm participates as a Subcontractor, only that portion of the total dollar value of the Contract equal to the distinct, clearly defined portion of the Work that the DBE performs with its own forces shall be credited. Include the cost of supplies and materials obtained by the DBE for the Work in the Contract including supplies purchased or equipment leased by the DBE. However, you may not take credit supplies, materials, and equipment the DBE Subcontractor purchases or leases from the Prime Contractor or its affiliate. In addition, Work performed by a DBE, utilizing resources of the Prime Contractor or its affiliates shall not be credited. In very rare situations, a DBE firm may utilize equipment and/or personnel from a non -DBE firm other than the Prime Contractor or its affiliates. Should this situation arise the arrangement must be short-term and have prior written approval from the Office of Equal Opportunity (OEO). The arrangement must not impact a DBE firm's ability to perform a Commercially Useful Function (CUF). • Count the entire value of fees or commissions charged by a DBE firm for providing a bona fide service, such as professional, technical, consultant, managerial services, or for providing bonds or insurance. • When a DBE subcontracts to another firm, the value of the subcontracted Work may be counted as participation only if the DBE's lower tier Subcontractor is also a DBE. • When non -DBE Subcontractor further subcontracts to a lower -tier Subcontractor or supplier who is a certified DBE, then that portion of the Work further subcontracted may be credited as DBE participation, so long as it is a distinct clearly defined portion of the Work that the DBE is performing with its own forces. • If a firm is not certified as a DBE at the time of the execution of the contract, their participation cannot be counted toward any DBE goals. City of Bremerton April 2014 Evergreen Rotary Park Renovation Project III -31 Division 1 Contract Documents Trucking Use the following factors in determining DBE credit and whether a DBE trucking company is performing a Commercially Useful Function (CUF): 1. The DBE must be responsible for the management and supervision of the entire trucking operation for which credit is being claimed. 2. The DBE must itself own and, with its own workforce, operate at least one fully licensed, insured, and operational truck used on the Contract. 3. The DBE receives credit only for the value of the transportation services it provides on the Contract using trucks it owns or leases, licenses, insures, and operates with drivers it employs. For purposes of this requirement a lease must indicate that the DBE has exclusive use of and control over the truck. This does not preclude the leased truck from working for others provided it is with the consent of the DBE and the lease provides the DBE first priority for use of the leased truck. Leased trucks must display the name and identification number of the DBE. 4. The DBE may lease trucks from another DBE firm including an owner - operator provided they are certified as a DBE for trucking. The DBE who leases trucks from another DBE may claim participation for the total value of the transportation services the lessee DBE provides on the Contract. 5. The DBE may also lease trucks from a non -DBE firm and may enter into an agreement with an owner -operator who is a non -DBE. The DBE shall only receive credit for the number of additional non -DBE trucks equal or less than the number of DBE trucks the firms owns or has leased/subcontracted through another DBE trucking company. The DBE must control the work of the non -DBE trucks. If the non -DBE is performing the Work without supervision of that Work by the DBE, the DBE is not performing a Commercially Useful Function (CUF). 6. In any lease or owner -operator situation, as described in requirement #4 and #5 above, the following rules shall apply: a. A written lease/rental agreement is required for all trucks leased or rented; documenting the ownership and the terms of the agreement. The agreements must be submitted and approved by the Contracting Agency prior to the beginning of the Work. The agreement must show the leaser's name, truck description and agreed upon amount and method of payment (hour, ton, or per load). All lease agreements shall be for a long-term relationship, rather than for the individual project. (This requirement does not apply to owner -operator arrangements.) b. Only the vehicle, (not the operator) may be leased or rented. (This requirement does not apply to owner -operator arrangements.) 7. Credit may only be claimed for DBE trucking firms operating under a subcontract or a written agreement approved by the Contracting Agency prior to performing Work. City of Bremerton April 2014 Evergreen Rotary Park Renovation Project III -32 Division 1 Contract Documents Expenditures paid to other DBEs Expenditures paid to other DBEs for materials or supplies may be counted toward DBE goals as provided in the following: Manufacturer You may claim DBE credit for 100 percent of value of the materials or supplies obtained from a DBE manufacturer. A manufacturer is a firm that operates or maintains a factory or establishment that produces, on the premises, the materials, supplies, articles, or equipment required under the contract. A manufacturer shall include firms that produce finished goods or products from raw or unfinished material or that purchases and substantially alters goods and materials to make them suitable for construction use before reselling them. In order to receive credit as a DBE Manufacturer, the firm must be certified by OMWBE as a manufacturer in a NAICS code that falls within the 31XXXX to 33XXXX classification. Regular Dealer You may claim credit for 60 percent of the value of the materials or supplies purchased from a DBE regular dealer. Rules applicable to regular dealer status are contained in 49 CFR Part 26.55.e.2. To be considered a regular dealer you must meet the following criteria: 1. WSDOT considers and recognizes a regular dealer, as a firm that owns, operates, or maintains a store, warehouse, or other establishment in which the materials or supplies required for the performance of the Contract and described by the specifications of the Contract are bought, kept in stock and regularly sold or leased to the public in the usual course of business. 2. Sixty percent (60%) of the cost of materials or supplies purchased from an approved regular dealer may be credited as DBE participation. Regular dealer status is granted on a contract -by -contract basis. A firm wishing to be approved as a regular dealer for WSDOT contracted projects or Highways & Local Program administered projects must submit a request in writing to the OEO no later than seven days prior to bid opening. Once the OEO has received the request, an onsite review will be set up with the firm and a review conducted to determine the firm's qualifications. If it is determined that the firm qualifies as a regular dealer the OEO will list the firm on an approved regular dealers List. The list may be accessed through the OEO Home website is at: www.wsdot.wa.�ov/e�ualo�ortunity Note: Requests to be listed as a regular dealer will only be processed if the requesting firm is certified by the Office of Minority and Women's Business Enterprises in a NAICS code that fall within the 42XXXX NAICS Wholesale code section. City of Bremerton April 2014 Evergreen Rotary Park Renovation Project III -33 Division 1 Contract Documents Materials or Supplies Purchased from a DBE With regard to materials or supplies purchased from a DBE who is neither a manufacturer nor a regular dealer you may claim credit for the following: 1. Fees or commissions charged for assistance in the procurement of the materials and supplies. 2. Fees or transportation charges for the delivery of materials or supplies. In either case, you may not take credit for any part of the cost of the materials and supplies. Joint Checking Allowance Prime Contractors and DBEs must receive pre -approval by the OEO before using a joint check. Joint check requests shall be submitted, by the Prime Contractor to the Contracting Agency for approval. When requesting approval for use of a joint checking allowance, the Contractor must distribute a written joint check agreement among the parties (including the suppliers involved) providing full and prompt disclosure of the expected use of the joint checks. The agreement shall contain all the information concerning the parties' obligations and consequences or remedies if the agreement is not fulfilled or a breach occurs. The joint check request shall be submitted to the Contracting Agency for approval prior to signing the Contract agreement. The following are some general conditions that must be met by all parties regarding joint check use: a. It is understood the Prime Contractor acts as the guarantor of a joint check. b. The DBE's own funds are used to pay supplier of materials. The Prime Contractor does not make direct payment to supplier. In order to be performing a Commercially Useful Function (CUF), the DBE must release the check to the supplier (paying for the materials it -self and not be an extra participant in a transaction). c. If the Prime Contractor makes joint checks available to one DBE Subcontractor, the service must be made available to all Subcontractors (DBE and non -DBE). d. The relationship between the DBE and its suppliers should be established independently of and without interference by the Prime Contractor. The DBE has final decision-making responsibility concerning the procurement of materials and supplies, including which supplier to use. e. The Prime Contractor and DBE shall be able to provide receipts, invoices, cancelled checks and/or certification statements of payment if requested by the Contracting Agency. f. The DBE remains responsible for all other elements of 49 CFR 11 26.55(c) (1). City of Bremerton April 2014 Evergreen Rotary Park Renovation Project III -34 Division 1 Contract Documents Failure by the Prime Contractor to request and to receive prior approval of a joint check arrangement will result in the joint check amount not counting towards the Prime Contractor's DBE goal. Commercially Useful Function (CUF) In any case, you may only take credit when the associated DBE that is determined to be performing a Commercially Useful Function (CUF). A DBE performs a CUF when it is responsible for execution of a distinct element of Work and is carrying out its responsibilities by performing, managing and supervising the Work involved. The DBE must also be responsible with respect to materials and supplies used on the Contract. For example; negotiating price, determining quality, determining quantities, ordering, installing (if applicable) and paying for the material itself. • A DBE does not perform a CUF if its role is limited to that of an extra participant in a transaction, Contract, or project through which funds are passed. Procedures Between Award and Execution After award and prior to Execution of the Contract, the successful Bidder shall provide additional information as described below. Failure to comply may result in the forfeiture of the Bidder's Proposal bond or deposit. A list of all firms who submitted a Bid or quote in an attempt to participate in this project whether they were successful or not. Include the correct business name, federal employer identification number (optional) and a mailing address. The firms identified by the Prime Contractor may be contacted by Contracting Agency to solicit general information as follows: 1. Age of the firm. 2. Average of its gross annual receipts over the past three years. Procedures after Execution Reporting Quarterly Report of Amounts Credited as DBE Participation Form #422-102 The Prime Contractor shall submit a Quarterly Report of Amounts Credited as DBE Participation form (422-102 EF) on a quarterly basis for any calendar quarter in which DBE Work is accomplished or upon completion of the project, as appropriate. This is a record of payments to the DBE that the Prime Contractor is taking credit for as DBE participation. The dollars reported as specified in Crediting DBE Participation for Reporting Purposes section of this contract provision. City of Bremerton April 2014 Evergreen Rotary Park Renovation Project III -35 Division 1 Contract Documents In the event that the payments to a DBE have been made by an entity other than the Prime Contractor (as in the case of a lower -tier Subcontractor or supplier), then the Prime Contractor shall obtain the quarterly report, including the signed affidavit, from the paying entity and submit the report to the Contracting Agency. Payment Compensation for all costs associated with complying with the conditions of this specification shall be included in payment for the associated Contract items of Work. Prompt Payment Prompt payment to all Subcontractors shall be in accordance with Section 1-08.1(1) of the Contract Provisions. Damages for Noncompliance The Prime Contractor shall not discriminate on the basis of race, color, national origin, or sex in the performance of this Contract. The Prime Contractor shall carry out applicable requirements of 49 CFR Part 26 in the award and administration of Contracts, which contain funding assistance from the United States Department of Transportation. Failure by the Prime 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 Contracting Agency deems appropriate. (July 1, 2013 WSDOT GSP, Option 6) Small Business Enterprise Participation The Small Business Enterprise (SBE) Program is an element of the Disadvantaged Business Enterprise (DBE) Program in accordance with the requirements of 49 CFR Part 26.39. As such, the requirements of this contract establish affirmative efforts to utilize SBE certified firms on construction projects. No preference will be included in the evaluation of Bids/Proposals. No minimum level of SBE participation shall be required as a Condition of Award and Bids/Proposals may not be rejected or considered non responsive on that basis. Voluntary SBE Goals A voluntary goal amount of ten percent of the Contract bid amount is established. The goal is voluntary, but achievement of the goal is encouraged. No preference will be included in the evaluation of bids/proposals. Bidders may contact the Washington State Office of Minority and Women's Business Enterprises (OMWBE) at 360-664-9750 or visit www.omwbe.wa.gov to obtain information on certified SBE firms. Required SBE Participation Plan The Contractor shall submit a SBE Participation Plan prior to commencing contract work. Although the goal is voluntary, the outreach efforts to provide SBE maximum practicable opportunities are not. For SBE Participation Plan Drafting Guidelines, please visit: www.wsdot.wa.gov/equalopportunity. City of Bremerton April 2014 Evergreen Rotary Park Renovation Project III -36 Division 1 Contract Documents Definitions Regardless of race or gender, a SBE is one certified by OMWBE as such, where the firm's: • Three year averaged gross receipts are less than $22.41 million dollars, with smaller industry standards applicable • Is at least 51 % owned and controlled by an individual or individuals with a personal net worth less than $1.32 million dollars • A Micro Small Business Enterprise is a firm certified as an SBE with 40 average gross receipts for three years less than one million dollars 1-07.12 Federal Agency Inspection Section 1-07.12 is supplemented with the following: (July 30, 2012 WSDOT GSP, Option 1) Required Federal Aid Provisions The Required Contract Provisions Federal Aid Construction Contracts (FHWA 1273) Revised May 1, 2012 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 are less restrictive than Washington State Law, then the Washington State Law shall prevail. The provisions of FHWA 1273 included in this Contract require that the Contractor insert the FHWA 1273 in each Subcontract, together with the wage rates which are part of the FHWA 1273. Also, a clause shall be included in each Subcontract requiring the Subcontractors to insert the FHWA 1273 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 applicable wage rates, and this Special Provision. 1-07.13 Contractor's Responsibility for Work 1-07.13(4) Repair of Damage Section 1-07.13(4) is revised to read: (August 6, 2001 WSDOT GSP) The Contractor shall promptly repair all damage to either temporary or permanent work as directed by the Engineer. For damage qualifying for relief under Sections 1-07.13(1), 1-07.13(2) or 1-07.13(3), payment will be made in accordance with Section 1-04.4. Payment will be limited to repair of damaged work only. No payment will be made for delay or disruption of work. City of Bremerton April 2014 Evergreen Rotary Park Renovation Project III -37 Division 1 Contract Documents 1-07.17 Utilities and Similar Facilities Section 1-07.17 is supplemented with the following: (April 2, 2007 WSDOT GSP, Option 1) Locations and dimensions shown in the Plans for existing facilities are in accordance with available information obtained without uncovering, measuring, or other verification. The following addresses and telephone numbers of utility companies known or suspected of having facilities within the project limits are supplied for the Contractor's convenience: *** Storm Drainage Telephone City of Bremerton Qwest Contact: Gunnar Fridriksson, P.E. Contact: Dan O'Toole 3027 Olympus Drive 611 6th Street Bremerton, WA 98310-4799 Bremerton, WA 98337 (360) 473-2354 (360) 478-5930 Water/Sanitary City of Bremerton Contact: Ned Lever, P.E. 3027 Olympus Drive Bremerton, WA 98310 (360) 473-2398 Gas Cascade Natural Gas Co. Contact: Mike Dunn 6313 Kitsap Way Bremerton, WA 98310 (360) 373-1403 Bremerton, WA 98310 (360) 405-1231 Power Puget Sound Energy Contact: Tom Brobst 6522 Kitsap Way Bremerton, WA 98312 (360) 475-7020 Cable Comcast Contact: Jim LeCompte 1225 Sylvan Way Bremerton, WA 98310 (360) 340-1288 Poulsbo, WA 98370 (360) 509-8925 *** 1-07.18 Public Liability and Property Damage Insurance Item No. 1 of the first paragraph of Section 1-07.18 is revised to read: (January 5, 2004 WSDOT GSP, Option 2) Item number 1 in the first paragraph of Section 1-07.18 is deleted. Item No. 2 of the first paragraph of Section 1-07.18 is revised to read: (January 3, 2011 WSDOT GSP, Option 6) 2. Commercial General Liability (CGL) Insurance written under ISO Form C00001 or its equivalent with minimum limits of $1,000,000 per occurrence and in the aggregate for each one year policy period. Products and completed operations coverage shall be provided for a period of three years following Substantial Completion of the work. City of Bremerton April 2014 Evergreen Rotary Park Renovation Project III -38 Division 1 Contract Documents 1-07.23 Public Convenience and Safety 1-07.23(1) Construction Under Traffic Section 1-07.23(1) is supplemented with the following: (January 2, 2012 WSDOT GSP, Option 2) Work Zone Clear Zone The Work Zone Clear Zone (WZCZ) applies during working and nonworking hours. The WZCZ applies only to temporary roadside objects introduced by the Contractor's operations and does not apply to preexisting conditions or permanent Work. Those work operations that are actively in progress shall be in accordance with adopted and approved Traffic Control Plans, and other contract requirements. During nonworking hours equipment or materials shall not be within the WZCZ unless they are protected by permanent guardrail or temporary concrete barrier. The use of temporary concrete barrier shall be permitted only if the Engineer approves the installation and location. During actual hours of work, unless protected as described above, only materials absolutely necessary to construction shall be within the WZCZ and only construction vehicles absolutely necessary to construction shall be allowed within the WZCZ or allowed to stop or park on the shoulder of the roadway. The Contractor's nonessential vehicles and employees private vehicles shall not be permitted to park within the WZCZ at any time unless protected as described above. Deviation from the above requirements shall not occur unless the Contractor has requested the deviation in writing and the Engineer has provided written approval. Minimum WZCZ distances are measured from the edge of traveled way and will be determined as follows: Regulatory Posted Speed Distance From Traveled Way Feet 35 mph or less 10 40 mph 15 45 to 55 mph 20 60 mph or greater 30 * or 2 -feet beyond the outside edge of sidewalk Minimum Work Zone Clear Zone Distance City of Bremerton April 2014 Evergreen Rotary Park Renovation Project III -39 Division 1 Contract Documents 1-08 PROSECUTION AND PROGRESS Add the following new section: 1-08.0 Preliminary Matters New Section (May 25, 2006 APWA GSP) Add the following new section: 1-08.0(1) Preconstruction Conference New Section Prior to the Contractor beginning the work, a preconstruction conference will be held between the Contractor, the Engineer and such other interested parties as may be invited. The purpose of the preconstruction conference will be: 1. To review the initial progress schedule; 2. To establish a working understanding among the various parties associated or affected by the work; 3. To establish and review procedures for progress payment, notifications, approvals, submittals, etc.; 4. To establish normal working hours for the work; 5. To review safety standards and traffic control; and 6. To discuss such other related items as may be pertinent to the work. Add the following new section: 1-08.0(2) Hours of Work New Section (March 8, 2013 APWA GSP) Except in the case of emergency or unless otherwise approved by the Contracting Agency, the normal straight time working hours for the Contract shall be any consecutive 8 -hour period between 7:00 a.m. and 6:00 p.m. of a working day with a maximum 1 -hour lunch break and a 5 -day work week. The normal straight time 8 -hour working period for the Contract shall be established at the preconstruction conference or prior to the Contractor commencing the work. Written permission from the Engineer is required, if a Contractor desires to perform work on holidays, Saturdays, or Sundays; before 7:00 a.m. or after 6:00 p.m. on any day; or longer than an 8 -hour period on any day. The Contractor shall apply in writing to the Engineer for such permission, no later than noon on the working day prior to the day for which the Contractor is requesting permission to work. Permission to work between the hours of 10:00 p.m. and 7:00 a.m. during weekdays and between the hours of 10:00 p.m. and 9:00 a.m. on weekends or holidays may also be subject to noise control requirements. Approval to continue work during these hours may be revoked at any time the Contractor exceeds the Contracting Agency's noise control regulations or complaints are received from the public or adjoining property owners regarding the noise from the Contractor's operations. The Contractor shall have no claim for damages or delays should such permission be revoked for these reasons. Permission to work Saturdays, Sundays, holidays, or other than the agreed upon normal straight time working hours Monday through Friday may be given subject to certain other City of Bremerton April 2014 Evergreen Rotary Park Renovation Project III -40 Division 1 Contract Documents conditions set forth by the Contracting Agency or Engineer. These conditions may include but are not limited to: • The Engineer may require designated representatives to be present during the work. Representatives who may be deemed necessary by the Engineer include, but are not limited to: survey crews; personnel from the Contracting Agency's material testing lab; inspectors; and other Contracting Agency employees when in the opinion of the Engineer, such work necessitates their presence. • On non -Federal aid projects, requiring the Contractor to reimburse the Contracting Agency for the costs in excess of straight -time costs for Contracting Agency representatives who worked during such times. • Considering the work performed on Saturdays, Sundays, and holidays as working days with regard to the contract time. • Considering multiple work shifts as multiple working days with respect to contract time, even though the multiple shifts occur in a single 24-hour period. 1-08.1 Subcontracting Section 1-08.1 is supplemented with the following: (October 12, 1998 WSDOT GSP, Option 1) Prior to any subcontractor or lower tier subcontractor beginning work, the Contractor shall submit to the Engineer a certification (WSDOT Form 420-004 EF) that a written agreement between the Contractor and the subcontractor or between the subcontractor and any lower tier subcontractor has been executed. This certification shall also guarantee that these subcontract agreements include all the documents required by the Special Provision Federal Agency Inspection. A Subcontractor or lower tier Subcontractor will not be permitted to perform any work under the contract until the following documents have been completed and submitted to the Engineer: 1. Request to Sublet Work (Form 421-012 EF), and 2. Contractor and Subcontractor or Lower Tier Subcontractor Certification for Federal - aid Projects (Form 420-004 EF). The Contractor's records pertaining to the requirements of this Special Provision shall be open to inspection or audit by representatives of the Contracting Agency during the life of the contract and for a period of not less than three years after the date of acceptance of the contract. The Contractor shall retain these records for that period. The Contractor shall also guarantee that these records of all Subcontractors and lower tier Subcontractors shall be available and open to similar inspection or audit for the same time period. City of Bremerton April 2014 Evergreen Rotary Park Renovation Project III -41 Division 1 Contract Documents 1-08.1(1) Subcontract Completion and Return of Retainage Withheld Section 1-08.1(1) is revised to read: (June 27, 2011 WSDOT GSP) The following procedures shall apply to all subcontracts entered into as a part of this Contract: Requirements 1. The Prime Contractor or Subcontractor shall make payment to the Subcontractor not later than ten (10) days after receipt of payment from the Contracting Agency for work satisfactorily completed by the Subcontractor, to the extent of each Subcontractor's interest therein. 2. Prompt and full payment of retainage from the Prime Contractor to the Subcontractor shall be made within 30 days after Subcontractor's Work is satisfactorily completed. 3. For purposes of this Section, a Subcontractor's work is satisfactorily completed when all task and requirements of the Subcontract have been accomplished and including any required documentation and material testing. 4. Failure by a Prime Contractor or Subcontractor to comply with these requirements may result in one or more of the following: a. Withholding of payments until the Prime Contractor or Subcontractor complies b. Failure to comply shall be reflected in the Prime Contractor's Performance Evaluation c. Cancellation, Termination, or Suspension of the Contract, in whole or in part d. Other sanctions as provided by the subcontractor or by law under applicable prompt pay statutes. Conditions This clause does not create a contractual relationship between the Contracting Agency and any Subcontractor as stated in Section 1-08.1. Also, it is not intended to bestow upon any Subcontractor, the status of a third -party beneficiary to the Contract between the Contracting Agency and the Contractor. Payment The Contractor will be solely responsible for any additional costs involved in paying retainage to the Subcontractors. Those costs shall be incidental to the respective Bid Items. 1-08.4 Prosecution of Work Delete this section in its entirety, and replace it with the following: 1-08.4 Notice to Proceed and Prosecution of Work Notice to Proceed will be given after the contract has been executed and the contract bond and evidence of insurance have been approved and filed by the Contracting Agency. The Contractor shall not commence with the work until the Notice to Proceed has been given by City of Bremerton April 2014 Evergreen Rotary Park Renovation Project III -42 Division 1 Contract Documents the Engineer. The Contractor shall commence construction activities on the project site within five (5) days of the Notice to Proceed Date, unless otherwise approved in writing. The Contractor shall diligently pursue the work to the physical completion date within the time specified in the contract. Voluntary shutdown or slowing of operations by the Contractor shall not relieve the Contractor of the responsibility to complete the work within the time(s) specified in the contract. When shown in the Plans, the first order of work shall be the installation of high visibility fencing to delineate all areas for protection or restoration, as described in the Contract. Installation of high visibility fencing adjacent to the roadway shall occur after the placement of all necessary signs and traffic control devices in accordance with 1-10.1(2). Upon construction of the fencing, the Contractor shall request the Engineer to inspect the fence. No other work shall be performed on the site until the Contracting Agency has accepted the installation of high visibility fencing, as described in the Contract. 1-08.5 Time for Completion Section 1-08.5 is supplemented with the following: (March 13, 1995 WSDOT GSP, Option 7) This project shall be physically completed within ***15*** working days. Revise the third paragraph to read: Contract time shall begin on the first working day that construction activities commence on the project site but no later than 5 days following the Notice to Proceed Date. 1-08.9 Liquidated Damages (August 14, 2013 APWA GSP) Revise the fourth paragraph to read: When the Contract Work has progressed to Substantial Completion as defined in the Contract, the Engineer may determine that the work is Substantially Complete. The Engineer will notify the Contractor in writing of the Substantial Completion Date. For overruns in Contract time occurring after the date so established, the formula for liquidated damages shown above will not apply. For overruns in Contract time occurring after the Substantial Completion Date, liquidated damages shall be assessed on the basis of direct engineering and related costs assignable to the project until the actual Physical Completion Date of all the Contract Work. The Contractor shall complete the remaining Work as promptly as possible. Upon request by the Project Engineer, the Contractor shall furnish a written schedule for completing the physical Work on the Contract. 1-09 MEASUREMENT AND PAYMENT 1-09.9 Payments 1-09.9(1) Retainage Section 1-09.9(1) content and title is deleted and replaced with the following: City of Bremerton April 2014 Evergreen Rotary Park Renovation Project III -43 Division 1 Contract Documents (June 27, 2011 WSDOT GSP) Vacant 1-09.11 Disputes and Claims 1-09.11(3) Time Limitation and Jurisdiction Replace all references to Thurston County to Kitsap County. 1-09.13 Claims Resolution 1-09.13(3) Claims $250,000 or less Delete this section entirely. 1-09.13(3)A Administration of Arbitration Delete this section entirely. 1-09.13(3)B Procedures to Pursue Arbritation Delete this section entirely. 1-09.13(4) Claims in Excess of $250,000 Replace the paragraph in this section with the following: The Contractor and the Contracting Agency mutually agree that those claims, submitted in accordance with Section 1-09.11 and not resolved by nonbinding ADR processes, shall be resolved through litigation unless the parties mutually agree to resolve the claim through binding arbitration. Each party is responsible for its own attorney's fees and litigation costs. 1-10 TEMPORARY TRAFFIC CONTROL 1-10.2 Traffic Control Management 1-10.2(1) General Section 1-10.2(1) is supplemented with the following: (December 1, 2008 WSDOT GSP) Only training with WSDOT TCS card and WSDOT training curriculum is recognized in the State of Washington. The Traffic Control Supervisor shall be certified by one of the following: The Northwest Laborers -Employers Training Trust 27055 Ohio Ave. Kingston, WA 98346 (360) 297-3035 City of Bremerton April 2014 Evergreen Rotary Park Renovation Project III -44 Division 1 Contract Documents Evergreen Safety Council 401 Pontius Ave. N. Seattle, WA 98109 1-800-521-0778 or (206) 382-4090 The American Traffic Safety Services Association 15 Riverside Parkway, Suite 100 Fredericksburg, Virginia 22406-1022 Training Dept. Toll Free (877) 642-4637 Phone: (540) 368-1701 END OF DIVISION 1 City of Bremerton April 2014 Evergreen Rotary Park Renovation Project III -45 Division 1 Contract Documents (This page intentionally left blank) City of Bremerton April 2014 Evergreen Rotary Park Renovation Project III -46 Division 1 Contract Documents DIVISION 2 EARTHWORK 2-01 CLEARING, GRUBBING, AND ROADSIDE CLEANUP 2-01.3 CONSTRUCTION REQUIREMENTS 2-01.3(2) Grubbing Section 2-01.3(2) is supplemented with the following: The Contractor shall remove the top 6 inches of material in the areas designated on the Plans for grubbing, and haul the material to a legal disposal site. 2-02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS 2-02.4 Vacant Section 2-02.4 is replaced in its entirety with the following: 2-02.4 Measurement All pavement and curbing removal will be measured by the lump sum regardless of length and/or thickness. 2-02.5 Payment Section 2-02.5 is supplemented with the following: The lump sum contract price for "Removal of Structure and Obstruction" shall be full pay for all labor, materials, tools, and equipment necessary for complete removal and disposal of all items necessary to complete the work not specifically included in the other bid items, including, but not limited to, cement concrete pavement, curbs, bollards, signs, removal of pavement markings, sawcutting, breaking, grinding, loading, hauling, and disposal regardless of the thickness of material removed. "Removing Asphalt Pavement Incl. Sawcutting", per lump sum. The lump sum contract price for "Removing Asphalt Pavement Incl. Sawcutting" shall be full pay for all labor, materials, tools, and equipment necessary for complete removal and disposal, including, but not limited to, saw cutting, breaking, loading, hauling, and disposal regardless of the thickness of material removed. 2-03 ROADWAY EXCAVATION AND EMBANKMENT 2-03.4 Measurement Section 2-03.4 is supplemented with the following "Gravel Borrow Incl. Haul", per lump sum. City of Bremerton April 2014 Evergreen Rotary Park Renovation Project III -47 Division 2 Contract Documents 2-03.5 Payment Section 2-03.5 is supplemented with the following: "Gravel Borrow Incl. Haul", per lump sum. The lump sum contract price for "Gravel Borrow Incl. Haul" shall be full pay furnishing, placing, and compacting the imported material including subgrade preparation. 2-09 STRUCTURE EXCAVATION 2-09.3 Construction Requirements Add the following new section: 2-09.3(5) Removal and Disposal of Contaminated Material New Section Removal and Disposal of Contaminated Material Hydrocarbon -contaminated soils are present in some areas of Evergreen Rotary Park. However, it is not anticipated that contaminated soils will be encountered during the Work. If contaminated soils are encountered, the Contractor is responsible for all work, records, reports, permitting, and testing required to perform the work described in this section. The Contractor shall notify the Engineer immediately if contamination is discovered or is suspected through observations, such as an oily sheen or discolored soils that may or may not emit strong chemical odors. Contaminated Soil All material that is designated by the Engineer to be removed shall be handled and stored in a manner that prevents the spread of contamination to adjacent soil or water. Separate stockpiles shall be maintained for known contaminated material and for suspected contaminated material. The Contractor shall transport contaminated material and dispose of it at a permitted facility. The Contractor shall provide the Engineer with a copy of the shipping manifest or bill of lading indicating the amount of material hauled to disposal, and bearing the disposal site operator's confirmation for receipt of the material. Contaminated Water All water that is removed from the areas of contamination, including free water that leeches from contaminated soil stockpiles or water that is suspected of being contaminated, shall be collected, handled, and stored in a manner that prevents the spread of contamination to adjacent soil or water. The Contractor shall transport contaminated water and dispose of it at a permitted facility. The Contractor shall provide the Engineer with a copy of the shipping manifest or bill of lading indicating the amount of material hauled to disposal, and bearing the disposal site operator's confirmation for receipt of the material. Training Requirements All Contractor personnel performing excavation, sampling, and/or other cleanup work involving contaminated soil and/or water, once identified after initial discovery, shall possess training meeting the requirements of the Washington Department of Labor and Industries City of Bremerton April 2014 Evergreen Rotary Park Renovation Project III -48 Division 2 Contract Documents safety regulations for Hazardous Waste Operations (WAC 296-843). This requirement applies to all personnel including laborers, supervisors, and equipment operators. 2-09.5 Payment Section 2-09.5 is supplemented with the following: All Work for "Removal and Disposal of Contaminated Material" shall be paid by Force Account in accordance with Section 1-09.6 Force Account. END OF DIVISION 2 City of Bremerton April 2014 Evergreen Rotary Park Renovation Project III -49 Division 2 Contract Documents (This page intentionally left blank) City of Bremerton April 2014 Evergreen Rotary Park Renovation Project III -50 Division 2 Contract Documents DIVISION 4 BASES 4-04 BALLAST AND CRUSHED SURFACING 4-04.2 Materials Replace Section 4-04.2 with the following: Gravel Base shall consist of open graded crushed aggregate with a gradation of 3/8 inch to No. 10 meeting the requirements of Section 9-03.4 Aggregates for Bituminous Surface Treatment. 4-04.4 Measurement Supplement Section 4-04.4 with the following: "Gravel Base" per lump sum. 4-04.5 Payment Supplement Section 4-04.5 with the following: "Gravel Base", per lump sum. Payment for "Gravel Base" per lump sum shall be full pay for furnishing, placing, and compacting the imported crushed aggregate complete including steel plates, haul, and subgrade preparation. END OF DIVISION 4 City of Bremerton April 2014 Evergreen Rotary Park Renovation Project III -51 Division 4 Contract Documents (This page intentionally left blank) City of Bremerton April 2014 Evergreen Rotary Park Renovation Project III -52 Division 4 Contract Documents DIVISION 5 SURFACE TREATMENTS AND PAVEMENTS 5-02 BITUMINOUS SURFACE TREATMENT 5-02.1 Description Supplement Section 5-02.1 with the following: This Work consists of fog sealing the parking area within the limits shown on the Plans. 5-02.4 Measurement Supplement Section 5-02.4 with the following: "Fog Seal" per lump sum. 5-02.5 Payment Supplement Section 5-02.5 with the following: "Fog Seal", per lump sum. 5-04 HOT MIX ASPHALT 5-04.3 Construction Requirements 5-04.3(5) Conditioning of Existing Surface 5-04.3(5)E Pavement Repair The second paragraph of Section 5-04.3(5)E is revised to read as follows: The minimum depth of pavement repair excavation shall be 7 inches. This will allow for 4 inches of CSTC and 3 inches of Commercial HMA. Section 5-04.3(5)E is supplemented with the following: As directed by the Engineer, areas of asphalt concrete pavement disturbed by the Contractor's operations shall be repaired as shown in the Plans to the limits determined by the Engineer. The preparation and compaction of the subgrade shall be in accordance with the requirements of the various applicable sections of the Standard Specifications, Special Provisions, and the detail in the Plans. Before the patch is constructed, all pavement cuts shall be trued so that the marginal lines of the patch will form a rectangle with reasonably straight edges and vertical faces. After the subgrade has been prepared, Hot Mix Asphalt shall be placed to a thickness as shown in the Plans or as directed by the Engineer. The edges of the existing asphalt pavement and castings City of Bremerton April 2014 Evergreen Rotary Park Renovation Project III -53 Division 5 Contract Documents shall be painted with hot asphalt cement or asphalt emulsion immediately before placing the asphalt patching material. The asphalt shall then be placed, leveled, and compacted to conform to all the adjacent paved surfaces. Immediately thereafter, all joints between the new and original asphalt pavement shall be painted with hot asphalt or asphalt emulsion and be covered with dry paving sand before the asphalt solidifies. The material for tacking the bottom and sides of patches for asphalt concrete shall be as shown in the Plans. For sealing the edges after placing the asphalt concrete patch, the Contractor shall use a light cutback, AR4000 curing liquid asphalt, and then sand the surface to prevent tracking. 5-04.3(7) Preparation of Aggregates 5-04.3(7)A Mix Design Delete this section and replace it with the following: 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 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 WSDOT. 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). 5-04.3(8) Mixing 5-04.3(8)A Acceptance Sampling and Testing—HMA Mixture 5-04.3(8)A1 General Delete this section and replace it with the following: Acceptance of HMA shall be as defined under commercial evaluation. Commercial evaluation will be used for Commercial HMA and for other classes of HMA in the following applications: sidewalks, road approaches, ditches, slopes, paths, trails, gores, 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 evaluation will be at the option of the Project Engineer. City of Bremerton April 2014 Evergreen Rotary Park Renovation Project III -54 Division 5 Contract Documents Commercial HMA can be accepted by a contractor certification letter stating the material meets the HMA requirements defined in the contract. 5-04.3(10) Compaction 5-04.3(10)B Control Section 5-04.3(10)B is supplemented with the following: For hot mix asphalt, where the specified compacted course thickness is greater than 0.10 foot, the acceptable level of compaction shall be a minimum of 92 percent of the maximum density as determined by WSDOT Test Method 705. The level of compaction attained will be determined as the average of five nuclear density gauge tests taken on the day the mix is placed (after completion of the finish rolling) at selected locations within each lot, with all five tests exceeding 89 percent of Rice. The quantity represented by each lot will be no greater than two truckloads with trailers, or approximately 60 tons, whichever is less. When tests determined that the lot does not meet the minimum density standards, paving must stop. To resume paving, all factors contributing to compaction shall be analyzed and the Engineer shall approve changes made, which may require a new mix design. Any lot not meeting the density standards shall be removed and replaced with satisfactory material with no additional cost to Contracting Agency. Cores may be used as an alternate to the nuclear density gauge tests. When cores are taken by the Engineer at the request of the Contractor, the request shall be made by noon of the first working day following placement of the mix. The cost for the coring expenses when the core results indicate the specified level of relative density within a lot has not been achieved will be deducted from any monies due or that may become due the Contractor under the contract at the rate of $150.00 per core. In addition to the randomly selected locations for tests of the control lot, the Engineer reserves the right to test any area which appears defective and to require the further compaction of areas that fall below acceptable density readings. These additional tests shall not impact the compaction evaluation of the entire control lot. Hot mix asphalt shall not be placed after September 30 without written approval from the City Engineer. 5-04.3(13) Surface Smoothness The second sentence of Section 5-04.3(13) 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 in any direction, except in areas where the pavement surface cross section changes or transitions. 5-04.4 Measurement Section 5-04.4 is supplemented with the following: "3 In. Commercial HMA Over 4 In. CSTC", per lump sum. City of Bremerton April 2014 Evergreen Rotary Park Renovation Project III -55 Division 5 Contract Documents 5-04.5 Payment Section 5-04.5 is supplemented with the following: "3 In. Commercial HMA Over 4 In. CSTC", per lump sum. Payment for "3 In. Commercial HMA Over 4 In placing, and compacting Commercial HMA excavation, haul, finish grading to establish subgrade preparation. CSTC" shall include all costs for furnishing, and CSTC including sawcutting, sealing, grades for ADA accessible pathways, and END OF DIVISION 5 City of Bremerton April 2014 Evergreen Rotary Park Renovation Project III -56 Division 5 Contract Documents DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUIT 7-01 DRAINS 7-01.1 Description Supplement Section 7-01.1 with the following: This Work consists of installing subdrain as shown and as detailed on the Plans. 7-01.4 Measurement Supplement Section 7-01.4 with the following: "Subdrain" per lump sum. 7-01.5 Payment Supplement Section 4-04.5 with the following: "Subdrain", per lump sum. Payment for "Subdrain" per lump sum shall be full pay for furnishing and installing the subdrain complete, including but not limited to excavation, haul, geotextile, backfill, pea gravel, 4 -inch ADS slotted pipe, 4 -inch ADS solid wall pipe, and connection to existing drainage structure. END OF DIVISION 7 City of Bremerton April 2014 Evergreen Rotary Park Renovation Project III -57 Division 7 Contract Documents (This page intentionally left blank) City of Bremerton April 2014 Evergreen Rotary Park Renovation Project III -58 Division 7 Contract Documents DIVISION 8 MISCELLANEOUS CONSTRUCTION 8-02 ROADSIDE RESTORATION 8-02.1 Description Section 8-02.1 is supplemented with the following: All landscaping and pavement areas damaged during the Work by the Contractors activities shall be restored to original condition. Adequacy of the restoration shall be determined by the Engineer. This Work shall be performed solely at the Contractors expense. 8-03 IRRIGATION SYSTEMS 8-03.1 Description Supplement Section 8-03.1 with the following: This Work consists of installing irrigation conduit as shown and as detailed on the Plans. 8-03.4 Measurement Section 8-03.4 is supplemented with the following: "Irrigation Sleeves", per lump sum. 8-03.5 Payment Section 8-03.5 is supplemented with the following: "Irrigation Sleeves", per lump sum. The lump sum price for "Irrigation Sleeves", shall include all costs for furnishing and installing the sleeves including, but not limited to meter box, 4 -inch PVC pipe, excavation, haul, subgrade preparation, and backfill (including imported backfill material). 8-04 CURBS, GUTTERS, AND SPILLWAYS 8-04.1 Description Supplement Section 8-04.1 with the following: This Work consists of installing cement concrete curbing and seat wall as shown and as detailed on the Plans. City of Bremerton April 2014 Evergreen Rotary Park Renovation Project III -59 Division 8 Contract Documents 8-04.4 Measurement Section 8-04.4 is supplemented with the following: "Playground Perimeter Curb", per lump sum. "Cement Conc. Traffic Curb", per lump sum. "Concrete Seat Wall", per lump sum. 8-04.5 Payment Section 8-04.5 is supplemented with the following: "Playground Perimeter Curb", per lump sum. "Cement Conc. Traffic Curb", per lump sum. "Concrete Seat Wall", per lump sum. The lump sum price for "Playground Perimeter Curb", "Cement Conc. Traffic Curb", and "Concrete Seat Wall" shall include all costs for construction of the curbs and seat wall including excavation, haul, subgrade preparation, CSTC, finishing, thickened nose, and curb cuts (including cobbles). 8-21 PERMANENT SIGNING 8-21.1 Description Supplement Section 8-21.1 with the following: This Work consists of installing signs and sign posts as shown on the Plans. 8-21.4 Measurement Supplement Section 8-21.4 with the following: "Permanent Signing" per lump sum. 8-21.5 Payment Supplement Section 8-21.5 with the following: "Permanent Signing", per lump sum. Payment for "Permanent Signing" per lump sum shall be full pay for furnishing and installing the signs and sign posts, complete. City of Bremerton April 2014 Evergreen Rotary Park Renovation Project III -60 Division 8 Contract Documents 8-22 PAVEMENT MARKING 8-22.1 Description Supplement Section 8-22.1 with the following: This Work consists of installing all paint lines (including painted letters, pedestrian symbols, and crosswalk markers), and plastic access parking symbols as shown on the Plans. 8-22.4 Measurement Section 8-22.4 is supplemented with the following: "4 In. Wide Paint Line and Access Parking Symbols", per lump sum. "4 In. Wide Paint Line Buffer Area", per lump sum. 8-22.5 Payment Section 8-22.5 is supplemented with the following: "4 In. Wide Paint Line and Access Parking Symbols", per lump sum. Payment for "4 In. Wide Paint Line and Access Parking Symbols" per lump sum shall be full pay for painting lines, letters, pedestrian symbols, and crosswalk markers as shown on the Plans with the exception of the buffer area paint lines. "4 In. Wide Paint Line Buffer Area", per lump sum. Payment for "4 In. Wide Paint Line Buffer Ares" per lump sum shall be full pay for painting the buffer area lines. Add the following new sections: 8-30 Wheel Stop 8-30.1 Description This work shall consist of furnishing and installing 6 -foot long by 6 inches wide by 5 inches high precast concrete wheel stops as shown on the Plans. 8-30.4 Measurement Precast concrete wheel stops will be measured per each. 8-30.5 Payment Payment will be made in accordance with Section 1-04.1 for the following bid items that are included in the Proposal: "Precast Concrete Wheel Stop", per each. END OF DIVISION 8 City of Bremerton April 2014 Evergreen Rotary Park Renovation Project 111-61 Division 8 Contract Documents (This page intentionally left blank) City of Bremerton April 2014 Evergreen Rotary Park Renovation Project III -62 Division 8 Contract Documents (January 6, 2014) STANDARD PLANS The State of Washington Standard Plans for Road, Bridge and Municipal Construction M21-01 transmitted under Publications Transmittal No. PT 13-037, effective August 5, 2013 is made a part of this contract. The Standard Plans are revised as follows: A-50.10 Sheet 2 of 2, Plan, with Single Slope Barrier, reference C-1 4a is revised to C-70.10 A-50.20 Sheet 2 of 2, Plan, with Anchored Barrier, reference C-1 4a is revised to C-70.10 A-50.30 Sheet 2 of 2, Plan (top), reference C -14a is revised to C-70.10 B-10.20 and B-10.40 Substitute "step" in lieu of "handhold" on plan B-25.20 Add Note 7. See Standard Specification Section 8-04 for Curb and Gutter requirements B-90.40 Offset & Bend details, add the subtitle, "Plan View" above titles C-1 6a Note 1, reference C-28.40 is revised to C-20.10 C-1 6b Note 3, reference C-28.40 is revised to C-20.10 C-20.10 All callouts for "W6 x 9 STEEL POST" are revised to read "W6 x 9 STEEL POST OR 6 x 8 TIMBER POST." Isometric View, callout, "W6 x 9 x 6' LONG STEEL POST" is revised to read ""W6 x 9 x 6' LONG STEEL POST OR 6 x 8 x 6' LONG TIMBER POST." Add General Note 5. "All posts for any standard barrier run shall be of the same type: timber or steel." C-20.40 All callouts for "W6 x 9 STEEL POST" are revised to read "W6 x 9 STEEL POST OR 6 x 8 TIMBER POST." City of Bremerton Bremerton Project No. XXXX Evergreen Rotary Park Renovation Project III -63 April 2014 Contract Documents Standard Plans C-20.42 The callout for "W6 x 9 STEEL POST" is revised to read "W6 x 9 STEEL POST OR 6 x 8 TIMBER POST." C-22.14 Section B, callout, " 5/8" x 2" LONG BUTTON HEAD BOLT WITH 7/32" OVAL GRIP, CUT WASHER, AND HEX NUT" is revised to read " 5/8" x 2" LONG BUTTON HEAD BOLT WITH 7/32" OVAL GRIP, CUT WASHER, AND HEX NUT FOR STEEL POST OR 5/8" x 10" LONG BUTTON HEAD BOLT WITH 7/32" OVAL GRIP, CUT WASHER, AND HEX NUT FOR TIMBER POST" C-22.16 Section B, callout, " 5/8" x 2" LONG BUTTON HEAD BOLT WITH 7/32" OVAL GRIP, CUT WASHER, AND HEX NUT" is revised to read " 5/8" x 2" LONG BUTTON HEAD BOLT WITH 7/32" OVAL GRIP, CUT WASHER, AND HEX NUT FOR STEEL POST OR 5/8" x 10" LONG BUTTON HEAD BOLT WITH 7/32" OVAL GRIP, CUT WASHER, AND HEX NUT FOR TIMBER POST" C-23.60 Add General Note 7. "Posts shall match those of connecting run: timber or steel." C-25.18 General Notes, Note 6 is revised to read " Posts 1 and 2 are 10 x 10 timber or W6 x 15 steel posts - 7'- 6" long. Posts 3 through 9 are 6 x 8 timber or W6 x 9 steel posts - 6'- 0' long.." C-25.80 Add General Note 5. "All posts for any standard barrier run shall be of the same type: timber or steel." C-70.10 Elevation, and Barrier Connection Detail, callout for premolded joint filler, revise 1/4" to 3/8" Note 1, revise '/4" to 3/8". The Welded Wire Reinforcing Substitution Option Table is deleted. The note, "*Optional Substitutions to Welded Wire Reinforcements shall conform to Standard Specification Sections 6-10 and 9-07" is revised to read: "Steel Welded Wire Reinforcement Deformed, for Concrete may be substituted for reinforcing steel in accordance with Standard Specification 6-10.3." C-75.10 Elevation, callout for premolded joint filler, revise 1/4" to 3/8", Note 1, revise 1/4" to 3/8". The Welded Wire Reinforcing Substitution Option Table is deleted. The note, "*Optional Substitutions to Welded Wire Reinforcements shall conform to Standard Specification Sections 6-10 and 9-07" is revised to read: "Steel Welded Wire Reinforcement Deformed, for Concrete may be substituted for reinforcing steel in accordance with Standard Specification 6-10.3." C-75.20 Elevation, callout for premolded joint filler, revise 1/4" to 3/8", Note 1, revise 1/4" to 3/8". The Welded Wire Reinforcing Substitution Option Table is deleted. The note, "*Optional Substitutions to Welded Wire Reinforcements shall conform to Standard Specification City of Bremerton April 2014 Evergreen Rotary Park Renovation Project III -64 Standard Plans Contract Documents Sections 6-10 and 9-07" is revised to read: "Steel Welded Wire Reinforcement Deformed, for Concrete may be substituted for reinforcing steel in accordance with Standard Specification 6-10.3." C-75.30 Elevation, and Plan views, callout for premolded joint filler, revise '/4" to 3/8" ", Note 1, revise 1/4" to 3/8". The Welded Wire Reinforcing Substitution Option Table is deleted. The note, "*Optional Substitutions to Welded Wire Reinforcements shall conform to Standard Specification Sections 6-10 and 9-07" is revised to read: "Steel Welded Wire Reinforcement Deformed, for Concrete may be substituted for reinforcing steel in accordance with Standard Specification 6-10.3." C-80.10 The Welded Wire Reinforcing Substitution Option Table is deleted. The note, "*Optional Substitutions to Welded Wire Reinforcements shall conform to Standard Specification Sections 6-10 and 9-07" is revised to read: "Steel Welded Wire Reinforcement Deformed, for Concrete may be substituted for reinforcing steel in accordance with Standard Specification 6-10.3." C-80.20 The Welded Wire Reinforcing Substitution Option Table is deleted. The note, "*Optional Substitutions to Welded Wire Reinforcements shall conform to Standard Specification Sections 6-10 and 9-07" is revised to read: "Steel Welded Wire Reinforcement Deformed, for Concrete may be substituted for reinforcing steel in accordance with Standard Specification 6-10.3." C-80.30 The Welded Wire Reinforcing Substitution Option Table is deleted. The note, "*Optional Substitutions to Welded Wire Reinforcements shall conform to Standard Specification Sections 6-10 and 9-07" is revised to read: "Steel Welded Wire Reinforcement Deformed, for Concrete may be substituted for reinforcing steel in accordance with Standard Specification 6-10.3." C-80.40 The Welded Wire Reinforcing Substitution Option Table is deleted. The note, "*Optional Substitutions to Welded Wire Reinforcements shall conform to Standard Specification Sections 6-10 and 9-07" is revised to read: "Steel Welded Wire Reinforcement Deformed, for Concrete may be substituted for reinforcing steel in accordance with Standard Specification 6-10.3." C-85.14 General Notes, Note 1, reference to Standard Plan C-13 is revised to C-70.10 C-85.15 General Notes, Note 2, reference to Standard Plan C-13 is revised to C-70.10 C-85.16 General Notes, Note 1, reference to Standard Plan C-13 is revised to C-70.10 City of Bremerton Bremerton Project No. XXXX Evergreen Rotary Park Renovation Project III -65 April 2014 Contract Documents Standard Plans C-85.18 General Notes, Note 1, reference to Standard Plan C-13 is revised to C-70.10 C-85.20 General Notes, Note 3, reference to Standard Plan C-13 is revised to C-70.10 F-10.12 Note 1. See Standard Plan F-30.10 for Curb Expansion and Contraction Joint spacing. Is revised to read; "See Standard Plan F-30.10 for Curb Expansion and Contraction Joint spacing and see Standard Specification section 8-04 and 9-04 for additional requirements." F-10.62 Plan Title, Precast Concrete Sloped Mountable Curb is revised to read; "Precast Sloped Mountable Curb" F-10.64 Plan Title, Plan Title, Precast Concrete Dual Faced Sloped Mountable Curb is revised to read; "Precast Dual Faced Sloped Mountable Curb" F-30 10 Sections, left side of sheet, (4 places), dimension, Sidewalk - 6'- 0" MIN.(See Contract) is revised to read; "Sidewalk (See Contract)" Section, top middle of sheet, dimension, Sidewalk - 6'- 0" MIN. (See Contract) is revised to read; "Sidewalk (See Contract)" F-80 10 callout, top middle of sheet, Match Sidewalk Width See Contract Plans - 4'- 0" MIN. is revised to read; "Match Sidewalk Width See Contract Plans" dimension, PLAN VIEW TYPE 2, (2 places), 4'- 0" MIN, is revised to read; "(See Contract)" dimension, SECTION C, See Contract Plans - 4'- 0" MIN. is revised to read; "See Contract Plans" G-60.20 Side View, callout, "Anchor Rod - 1-3/4" Diam. x 4'-4" Threaded 8" Min. Each End; W/ 2 Washers & 4 Heavy Hex Nuts - Galvanize Exposed Anchor Rod End for 1'-0" Min." is revised to read; "Anchor Rod - 1-3/4" Diam. x 4'-4" Threaded 8" Min. Each End; W/ 2 Washers & 6 Heavy Hex Nuts - Galvanize Exposed Anchor Rod End for 1'-0" Min." G-60.30 End View, callout, "Anchor Rod - 1-3/4" Diam. x 4'-4" Threaded 8" Min. Each End; W/ 2 Washers & 4 Heavy Hex Nuts - Galvanize Exposed Anchor Rod End for 1'-0" Min." is revised to read; "Anchor Rod - 1-3/4" Diam. x 4'-4" Threaded 8" Min. Each End; W/ 2 Washers & 6 Heavy Hex Nuts - Galvanize Exposed Anchor Rod End for 1'-0" Min." H-70.20 Sheet 2, Spacing Detail, Mailbox Support Type 1, reference to Standard Plan 1-70.10 is revised to H-70.10 City of Bremerton April 2014 Evergreen Rotary Park Renovation Project III -66 Standard Plans Contract Documents 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..." Sheet 2 of 2, Plan View of Service Cabinet Notes, references to Std. Plan J -9a are revised to J-60.05 (3 instances). Sheet 2 of 2, "Right Side of Service Cabinet" detail, callout, 1 5/8" x 2 7/16" 12 GA. SLOTTED STEEL CHANNEL BRACKETS (3 REQ'D), EMBED 12"MIN. IN FOUNDATION." Is revised to read: 1-5/8" x 3-1/4", 12 GA. BACK TO BACK SLOTTED STEEL CHANNEL BRACKETS (3 REQ'D), EMBED 12" MIN. IN FOUNDATION" J-10.10 Note 2."The contractor shall install the conduits in the locations shown. Conduits shall extend 2" min. above the coupling. The conduit containing unfused utility conductors shall extend into the utility chase." is revised to read: "The contractor shall install the conduits in the locations shown. Conduits shall extend 2" min. above the coupling. The grounded end bushing on GRS conduit and the end bell bushing on PVC conduit shall extend 3" max. above the coupling. The conduit containing unfused utility conductors shall extend into the utility chase." Note 4. "The cabinets shall be attached to the foundation with 4 each: 1/2" x 12" x 2" X 4" hot dip galv. anchor bolts, washers, and nuts. Stainless steel epoxy anchors may be used as an alternative, and shall be 1/2" diam. x 9", or 5/8" diam. x 8". Bolts shall extend 1 1/2" min. to 2" max. above the concrete pad." is revised to read: "The cabinets shall be attached to the foundation with 4 each: '/2" x 12" x 2" x 4" anchor bolts, washers, and nuts conforming to Section 9-06.5(1) and galvanized after fabrication in accordance with AASHTO M 232. Stainless steel epoxy anchors may be used as an alternative, and shall be 1/2" diameter x 9", or 5/8" diameter x 8". Threaded Rod (conforming to ASTM F 593), washers (conforming to ASTM A 240), and nuts (conforming to ASTM F 594), all shall be Type 304 stainless steel. Bolts shall extend 1 '/2" min. to 2" max. above the concrete pad." J-10.15 ANCHOR BOLT detail, callout - ASTM A307 with washer and nut - Galvanized per AASHTO M 232 is revised to read; "Anchor bolts, washers, and nuts conforming to Section 9-06.5(1) and galvanized after fabrication in accordance with AASHTO M 232 " J-15.10 Elevation View (3x), Depth dimension, reads; "Depth - See Std. Spec. 9-20.3(14)E and Contract", revised to read; "Depth - See Std. Spec. 8-20.3(13)A and Contract" J-15.15 General Notes, Note 3, reference to Standard Plan J -7c is revised to J-27.15 J-20.10 Foundation Detail, callout, "'/2" diameter steel hex nut, with 1 '/2" flat washer (2) each req'd per anchor bolt" is revised to read; '/2" diameter steel heavy hex nut, with '/2" flat washer (2) each req'd per anchor bolt City of Bremerton Bremerton Project No. XXXX Evergreen Rotary Park Renovation Project III -67 April 2014 Contract Documents Standard Plans J-20.11 Sheet 1, View A, callout, "'/2" x 26" full thread — (4) required 1/2" hex nuts — (4) required per anchor bolt" is revised to read; "'/2" x 24" full thread — (4) required 1/2" heavy hex nuts — (4) required per anchor bolt" Section B, callout, 1/2" diameter steel hex nut, with 1/2" flat washer, (2) required per anchor bolt" is revised to read; 1/2" diameter steel heavy hex nut, with 1/2" flat washer, (2) required per anchor bolt Sheet 2, Elevation, callout, "Anchor bolt 1/2" x 28" full thread - (4) required 1/2" hex nuts - (4) required per anchor bolt" is revised to read: Anchor bolt 3/4" x 36" full thread - (4) required 3/4" heavy hex nuts - (4) required per anchor bolt" J-20.16 Elevation, callout, 1/4" Premolded Joint Filler" is revised to read; "3/8" Premolded Joint Filler" Add General Note 9. "Junction Box serving the Standard shall preferably be located 5'- 0" (10' - 0" Max.) from the Standard." J-21.10 Sheet 1, Round Concrete Foundation Detail, Elevation, callout, "%" hex nuts, steel, (4) Req'd. per Anchor Bolt" is revised to read; Anchor bolt W x 30" full thread — (4) required W heavy hex nuts, steel, (4) Req'd. per Anchor Bolt Sheet 1, Square Concrete Foundation Detail, Elevation, callout, "%" hex nuts, steel, (4) Req'd. per Anchor Bolt" is revised to read; Anchor bolt W x 30" full thread — (4) required W heavy hex nuts, steel, (4) Req'd. per Anchor Bolt Sheet 1, Detail C, callout, "Base Plate Assembly -'/2" Diam. steel hex nut, with 1 '/2" flat washer, 2 each req'd per anchor bolt - minimum of 2 threads above top of nut or 5/8" maximum (Typ.)" is revised to read; Base Plate Assembly - 3/4" heavy hex nut, with W flat washer, 2 each req'd per anchor bolt - minimum of 2 threads above top of nut or 5/8" maximum (Typ.)" Sheet 2, Round Concrete Foundation Detail, Elevation, callout, "Anchor Bolts - (4) req'd per assembly (Typ.)" is revised to read; Anchor Bolt W x 30" full thread — (4) req'd per assembly (Typ.)" Callout, "3/4" hex nuts, steel - (4) req'd. per anchor bolt" is revised to read; 3/4" heavy hex nuts, steel - (4) req'd. per anchor bolt Sheet 2, Round Concrete Foundation Detail, Elevation, callout, "Anchor Bolts - (4) req'd per assembly (Typ.)" is revised to read; Anchor Bolt W x 30" full thread — (4) req'd per assembly (Typ.)" Callout, "3/4" hex nuts, steel - (4) req'd. per anchor bolt" is revised to read; 3/4" heavy hex nuts, steel - (4) req'd. per anchor bolt J-22.15 Ramp Meter Signal Standard, elevation, dimension 4' - 6" is revised to read; 6'-0" City of Bremerton April 2014 Evergreen Rotary Park Renovation Project III -68 Standard Plans Contract Documents J-29.10 Galvanized Welded Wire Mesh detail, callout - "Drill and Tap for 1/4" Diam. Cap Screw, 3 Places, @ 9" center, all 4 edges S.S. Screw, ASTM F593 and washer" Is revised to read; "Drill and Tap for 1/4" Diam. Cap Screw, 3 Places, @ 9" center, all 4 edges S.S. Screw, ASTM F593 and washer. Liberally coat the threads with Anti -seize Compound." J-29.15 Title, "Camera Pole Standard" is revised to read; "Camera Pole Standard Details" J-29-16 Title, "Camera Pole Standard Details" is revised to read; "Camera Pole Details" J-60.14 All references to J-1 6b (6x) are revised to read; J-60.11 J-75.40 Detail C, callout- EQUIPMENT GROUNDING CONDUCTOR - CLAMP TO STEEL REINFORCING BAR, SIZE PER NEC MIN. SIZE # 8 Is revised to read; EQUIPMENT GROUNDING CONDUCTOR - CLAMP TO STEEL REINFORCING BAR, SIZE PER NEC minimum size # 4 AWG Detail C, callout - Stainless Steel, selftapping '/4" Diam. Screw w/ S.S. Washer, space approx. 9" O.C. is revised to read; "Stainless Steel, selftapping 1/4" Diam. Screw w/ S.S. Washer, space approx. 9" O.C., liberally coat the threads with Anti -seize compound" J-75.45 Detail D, callout- EQUIPMENT GROUNDING CONDUCTOR - CLAMP TO STEEL REINFORCING BAR, SIZE PER NEC. MIN. SIZE # 8 Is revised to read: EQUIPMENT GROUNDING CONDUCTOR - CLAMP TO STEEL REINFORCING BAR, SIZE PER NEC minimum size # 4 AWG Detail C, callout - Stainless Steel, selftapping '/4" Diam. Screw w/ S.S. Washer, space approx. 9" O.C. is revised to read; "Stainless Steel, selftapping 1/4" Diam. Screw w/ S.S. Washer, space approx. 9" O.C., liberally coat the threads with Anti -seize compound" J-90.10 Section B, callout, "Hardware Mounting Rack - S. S. 1-5/8" Slotted Channel" is revised to read: "Hardware Mounting Rack (Typ.) - Type 304 S. S. 1-5/8" Slotted Channel" J-90.20 Section B, callout, "Hardware Mounting Rack (Typ.) - S. S. 1-5/8" Slotted Channel" is revised to read: "Hardware Mounting Rack (Typ.) - Type 304 S. S. 1-5/8" Slotted Channel" K-80.30 In the NARROW BASE, END view, the reference to Std. Plan C -8e is revised to Std. Plan K-80.35 City of Bremerton Bremerton Project No. XXXX Evergreen Rotary Park Renovation Project III -69 April 2014 Contract Documents Standard Plans 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 ........ 8/7/07 A-10.20-00 ......10/5/0 7 A-10.30-00 ......10/5/0 7 A-20.10-00......8/31 /07 A-30.10-00 ...... 11 /8/07 A-30.15-00 ...... 11 /8/07 A-30.30-01 ...... 6/16/11 B-5.20-01........6/16/11 12/07 B-5.40-01 ......... 6/16/11 B-5.60-01 ......... 6/16/11 B-10.20-01 ........ 2/7/ 12 B-10.40-00 ........ 6/1 /06 B-10.60-00........6/8/06 /6/00 B-15.20-01 ........ 2/7/ 12 B-15.40-01 ........ 2/7/ 12 B-15.60-01 ........ 2/7/ 12 B-20.20-02 ....... 3/16/12 B-20.40-03.......3/16/ 12 B-20.60-03.......3/15/ 12 B-25.20-01 ........ 3/15/12 B-25.60-00 ......... 6/1 /06 B-30.1 0-01......... 4/26/12 B-30.20-02 ......... 4/26/12 B-30.30-01 ......... 4/26/ 12 B-30.40-01 .......... 4/26/12 C-1 ....................6/16/11 12/07 C-1 a .................10/14/09 8/11 /09 C-1 b ...................6/16/11 6/2/11 C-1 c ..................5/30/97 8/11 /09 C-1 d ................10/31 /03 C-2 ....................1 /6/00 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 6/1/06 C-2 h .................. 3/28/97 C-2 i ................... 3/28/97 C -2j ................... 6/12/98 C-2 k .................. 7/27/01 C -2 n .................. 7/27/01 A-30.35-00 .......10/ 12/07 A-40.00-00 ......... 8/11 /09 A-40.10-02........... 6/2/11 A-40.15-00 ......... 8/11 /09 A-40.20-02........... 5/29/13 A-40.50-01 ............ 6/2/11 A-50.10-00 ....... 11 /17/08 A-50.20-01......... 9/22/09 A-50.30-00 ....... 11 /17/08 A-50.40-00 ....... 11 /17/08 A-60.10-01 ........ 10/ 14/09 A-60.20-02 ............ 6/2/ 11 A-60.30-00 .......... 11 /8/07 A-60.40-00 .......... 8/31 /07 B-30.50-01.........4/26/12 B-75.20-01 .......... 6/10/08 B-30.70-03.........4/26/12 B-75.50-01 .......... 6/10/08 B-30.80-00 ........... 6/8/06 B-75.60-00 ............ 6/8/06 B-30.90-01........9/20/07 B-80.20-00 ......... 6/8/06 B-35.20-00 .......... 6/8/06 B-80.40-00 ......... 6/1 /06 B-35.40-00 .......... 6/8/06 B-82.20-00 ......... 6/1 /06 B-40.20-00 .......... 6/1/06 B-85.10-01.........6/10/08 B-40.40-01........6/16/10 B-85.20-00 .......... 6/1/06 B-45.20-00 .......... 6/1/06 B-85.30-00 .......... 6/1/06 B-45.40-00 .......... 6/1/06 B-85.40-00 .......... 6/8/06 B-50.20-00 .......... 6/1/06 B-85.50-01.........6/10/08 B-55.20-00 .......... 6/1/06 B-90.10-00 .......... 6/8/06 B-60.20-00 .......... 6/8/06 B-90.20-00 .......... 6/8/06 B-60.40-00 .......... 6/1/06 B-90.30-00 .......... 6/8/06 B-65.20-01 .......... 4/26/12 B-90.40-00 .......... 6/8/06 B-65.40-00 .......... 6/1/06 B-90.50-00 .......... 6/8/06 B-70.20-00 .......... 6/1/06 B-95.20-01 .......... 2/3/09 B-70.60-00 .......... 6/1/06 B-95.40-00 .......... 6/8/06 C-6 ....................5/30/97 C-23.60-02......6/21 /12 C -6a ................10/14/09 C.24.10-00......7/12/12 C -6c ....................1/6/00 C-25.18-03........7/2/12 C -6d ...................5/30/97 C-25.20-05........7/2/12 C -6f ...................7/25/97 C-25.22-04........7/2/12 C-7 .....................6/16/11 C-25.26-02........7/2/12 C -7a ...................6/16/11 C-25.80-02........7/2/12 C-8 .....................2/10/09 C-40.14-02........7/2/12 C -8a ...................7/25/97 C-40.16-02........7/2/12 C -8b ....................6/27/11 C-40.18-02........7/2/12 C -8e ....................2/21 /07 C-70.10-00........4/8/12 C -8f .....................6/30/04 C-75.10-00........4/8/12 C-10 ......................6/3/10 C-75.20-00........4/8/12 C-1 6a .................6/3/10 C-75.30-00........4/8/12 C-1 6b .................6/3/10 C-80.10-00........4/8/12 C-20.10-01.........6/20/13 C-80.20-00........4/8/12 C-20.14-02 ........... 7/2/12 C-80.30-00........4/8/12 C-20.15-01 ........... 7/2/12 C-80.40-00........4/8/12 City of Bremerton April 2014 Evergreen Rotary Park Renovation Project III -70 Standard Plans Contract Documents C -2o ..................7/13/01 11 /10/05 C-20.18-01 ........... 7/2/12 C-80.50-00........4/8/12 1 /6/09 C -2p ................10/31/03 1 /6/09 C-20.19-01 ........... 7/2/12 C-85.10-00........4/8/12 7/8/08 C-3 ...................7/2/12 11 C-20.40-03 ........... 7/2/12 C-85.11-00........4/8/12 6/2/11 C -3a .................10/4/05 C-20.42-03 ........... 7/2/12 C-85.14-00........6/16/11 6/2/11 C -3b ................6/27/11 C-20.45.01 ........... 7/2/12 C-85.15-00........6/16/11 C -3c ................6/27/11 C-22.14-02........6/16/11 1/6/09 C-85.16-00........6/16/11 11 /10/05 C -4b ..................6/8/06 1 /6/09 C-22.16-03........4/18/12 11 /10/05 C-85-18-00........6/16/11 11 /10/05 C -4e ..................2/20/03 C-22.40-02........6/16/10 11 /10/05 C-85.20-00........6/16/11 C -4f ...................7/2/12 11 /10/05 C-22.45.00........6/16/11 C-90.10-00........7/3/08 11 /10/05 D-2.04-00 ........ 11 /10/05 D-2.48-00 ........ 11 /10/05 D-2.06-01 ........ 1 /6/09 D-2.64-01 ........ 1 /6/09 D-2.08-00........11/10/05 D-2.66-00........11/10/05 7/8/08 D-2.14-00........11/10/05 11 D-2.68-00........11/10/05 7/8/08 D-2.16-00........11/10/05 6/2/11 D-2.80-00........11/10/05 D-2.18-00........11/10/05 D-2.82-00........11/10/05 6/2/11 D-2.20-00........11/10/05 D-2.84-00........11/10/05 D-2.32-00........11/10/05 D-2.86-00........11/10/05 D-2.34-01 ........ 1/6/09 D-2.88-00 ........ 11 /10/05 D-2.36-02 ........ 1 /6/09 D-2.92-00 ........ 11 /10/05 D-2.42-00 ........ 11 /10/05 D-3.09-00........5/17/12 D-2.44-00 ........ 11 /10/05 D-3.10-01......5/29/13 D-2.60-00 ........ 11 /10/05 D-3.11-02......5/29/13 D-2.62-00 ........ 11 /10/05 D-3.15-02......6/10/13 D-2.46-00 ........ 11 /10/05 D-3.16-02......5/29/13 E-1 ....................2/21/07 E-4 .................... 8/27/03 E-2 ....................5/29/98 E -4a .................. 8/27/03 F-10.12-02.......6/16/11 F-10.62-01........9/05/07 F-10.16-00.......12/20/06 F-10.64-02........7/3/08 F-10.18-00.........6/27/11 F-30.10-02........6/20/13 F-10.40-02 ........... 6/21 /12 F-40.12-02........6/20/13 F-10.42-00 ......... 1 /23/07 F-40.14-02........6/20/13 G-10.10-00........9/20/07 G-24.60-02.....5/20/13 G-20.10-00........9/20/07 G-25.10-04......6/10/13 G-22.10-01 .......... 7/3/08 G-30.10-02.....6/20/13 G-24.10-00......11/8/07 G-50.10-01.....6/20/13 G-24.20-01......2/7/12 G-60.10-02.......6/10/13 G-24.30-01......2/7/12 G-60.20-01.......6/27/11 G-24.40-03.....6/20/13 G-60.30-01.......6/27/11 G-24.50-02.....6/20/13 G-70.10-02......6/10/13 D-3.17-01 ...... 5/17/12 D-4 .................12/11 /98 D-6 ...................6/ 19/98 D-10.10-01......12/2/08 6/21 /12 D-10.15-01......12/2/08 D-10.20-00 .........7/8/08 D-10.25-00 ......... 7/8/08 D-10.30-00 .........7/8/08 11 D-10.35-00 ......... 7/8/08 D-10.40-01......12/2/08 6/2/11 D-10.45-01......12/2/08 D-15.10-01......12/2/08 D-15.20-02........ 6/2/11 D-15.30-01......12/02/08 F-40.15-02........6/20/13 F-40.16-02........6/20/13 13 F-45.10-01 ........ 6/21 /12 F-80.10-02........3/15/12 G-70.20-02....6/10/13 G-70.30-02......6/10/ 13 G-90.10-01.....5/11 /11 G-90.20-02.....3/22/13 G-90.30-02.....3/22/13 G-90.40-01.....10/14/09 G-95.10-01.....6/2/ 11 G-95.20-02...... 6/2/11 G-95.30-02...... 6/2/11 City of Bremerton Bremerton Project No. XXXX Evergreen Rotary Park Renovation Project III -71 April 2014 Contract Documents Standard Plans H-10.10-00 .......... 7/3/08 H-32.10-00.......9/20/07 H-70.10-01......2/7/12 H-10.15-00 .......... 7/3/08 H-60.10-01 ......... 7/3/08 H-70.20-01......2/16/12 H-30.10-00......10/12/07 H-60.20-01 ......... 7/3/08 H-70.30-02......2/7/12 1-10.10-01 ......... 8/11 /09 1-30.20-00.........9/20/07 1-40.20-00.........9/20/07 1-30.10-02 ......... 3/22/13 1-30.30-01......... 6/10/13 1-50.20-01.......... 6/10/13 1-30.15-02......... 3/22/13 1-30.40-01....... 6/10/13 1-60.10-01.......... 6/10/13 1-30.16-00 ......... 3/22/13 1-30.60-00 ......... 5/29/13 1-60.20-01.......... 6/10/13 1-30.17-00.........3/22/13 1-40.10-00.........9/20/07 1-80.10-01 .......... 8/11 /09 J-3 .....................8/1/97 J-26.15-01.....5/17/12 J-40.40-00......5/20/13 J -3b ...................3/4/05 J-27.10-00.....3/15/12 J-50.10-00.......6/3/11 J -3c ...................6/24/02 J-27.15-00.....3/15/12 J-50.11-00.......6/3/11 J-10 ..................7/18/97 J-28.10-01......5/11 /11 J-50.12-00.......6/3/11 J-10.10-01......5/11 /11 J-28.22-00.......8/07/07 J-50.15-00.......6/3/11 J-10.15-00........7/2/12 J-28.24-00.......8/07/07 J-50.16-01.......3/22/13 J-10.22-00........5/29/13 J-28.26-01......12/02/08 J-50.20-00.......6/3/11 J-15.10-00........5/18/12 J-28.30-02......6/27/11 J-50.25-00.......6/3/11 J-15.15-00......6/16/10 J-28.40-01......10/14/09 J-50.30-00.......6/3/11 J-28.42-00.......8/07/07 J-60.05-00.......6/16/11 J-28.45-01.......6/27/11 J-60.11-00.......5/20/13 J-20.10-02......6/10/13 J-28.50-02.......6/2/11 J-60.12-00.......5/20/13 J-20.11-01......6/10/13 J-28.60-01.......6/2/11 J-60.13-00.......6/16/10 J-20.15-02......6/10/13 J-28.70-01.......5/11/11 J-60.14-00......6/16/10 J-20.16-01......7/12/12 J-29.10-00.......6/27/11 J-75.10-01......5/11/11 J-20.20-02......5/20/13 J-29.15-00.......6/27/11 J-75.20-00......2/10/09 J-20.26-01......7/12/12 J-29.16-01.......6/20/13 J-75.30-01 ....... 5/11 /11 J-21.10-03......6/10/13 J-40.10-03......5/20/13 J-75.40-00......10/14/09 J-21.15-01......6/10/13 J-40.20-01......5/17/12 J-75.45-00......10/14/09 J-21.16-01......6/10/13 J-40.30-03......5/20/13 J-90.10-01.......6/27/11 J-21.17-01......6/10/13 J-40.35-01......5/29/13 J-90.20-01.......6/27/11 J-21.20-01......6/10/13 J-40.36-01......5/20/13 J-22.15-01......6/10/13 J-40.37-01......5/20/13 J-22.16-02......6/10/13 J-40.38-01.......5/20/13 J-26.10-02.....3/15/12 J-40.39-00......5/20/13 K-70.20-00.......2/15/07 K-80.10-00 ....... 2/21 /07 K-80.20-00.....12/20/06 K-80.30-00 ....... 2/21 /07 K-80.35-00 ....... 2/21 /07 K-80.37-00 ....... 2/21 /07 City of Bremerton April 2014 Evergreen Rotary Park Renovation Project III -72 Standard Plans Contract Documents L-10.10-02........6/21/12 L-40.10-02........6/21/12 L-70.10-01.......5/21/08 L-20.10-02........6/21/12 L-40.15-01........6/16/11 L-70.20-01.......5/21/08 L-30.10-01........6/16/11 L-40.20-02........6/21/12 M-1.20-02.. M-1.40-02.. M-1.60-02.. M-1.80-03.. M-2.20-02.. M-3.10-03.. M-3.20-02.. M-3.30-03.. M-3.40-03.. M-3.50-02.. M-5.10-02.. M-7.50-01.. M-9.50-01.. M-9.60-00 ....... 2/10/09 M-11.10-01 ....... 1 /30/07 M-1 5.10-01....... 2/6/07 M-1 7.10-02 ......... 7/3/08 M-20.10-02 ......... 6/3/ 11 M-20.20-01 ....... 1 /30/07 M-20.30-02 ..... 10/ 14/09 M-20.40-02 ......... 6/3/ 11 M-20.50-02 ......... 6/3/ 11 M-24.20-01 ....... 5/31 /06 M-24.40-01 ....... 5/31 /06 M-24.50-00.......6/16/11 M-24.60-03 ....... 5/11 /11 M-40.10-02......5/11 /11 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-60.1 0-01 ...... 6/3/ 11 M-60.20-02 ...... 6/27/ 11 M-65.10-02......5/11 /11 M-80.1 0-01 ...... 6/3/ 11 M-80.20-00......6/10/08 M-80.30-00......6/10/08 END OF STANDARD PLANS City of Bremerton Bremerton Project No. XXXX Evergreen Rotary Park Renovation Project III -73 April 2014 Contract Documents Standard Plans (This page intentionally left blank) City of Bremerton April 2014 Evergreen Rotary Park Renovation Project III -74 Standard Plans Contract Documents /_1» =1 Ll 151 PREVAILING WAGE RATES (This page intentionally left blank) Page 1 of 7 General Decision Number: WA140096 02/21/2014 WA96 Superseded General Decision Number: WA20130096 State: Washington Construction Type: Heavy Including water and sewer line construction County: Kitsap County in Washington. HEAVY CONSTRUCTION PROJECTS (including sewer/water construction). Modification Number Publication Date 0 01/03/2014 1 02/21/2014 CARP0770-031 07/01/2013 Rates Fringes CARPENTER (Including Formwork) ... $ 37.20 13.08 PILEDRIVERMAN ....................$ 37.45 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 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 $1.50/hour http://www.wdol.gov/wdol/scafiles/davisbacon/WA96.dvb?v=l 4/15/2014 Page 2 of 7 ---------------------------------------------------------------- ELECO046-006 02/04/2013 Rates Fringes ELECTRICIAN ......................$ 42.61 30+15.96 ---------------------------------------------------------------- ENGI0302-027 06/01/2013 Rates Power equipment operators: Group 1A ...................$ 37.39 Group 1AA..................$ 37.96 Group 1AAA.................$ 38.52 Group 1 .....................$ 36.84 Group 2 .....................$ 36.35 Group 3 .....................$ 35.93 Group 4 .....................$ 33.57 Zone Differential (Add to Zone 1 rates): Zone 2 (26-45 radius miles) - $1.00 Zone 3 (Over 45 radius miles) - $1.30 Fringes 16.65 16.65 16.65 16.65 16.65 16.65 16.65 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; Excavator/Trackhoe: Over 90 metric tons 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 base to boom; Loaders -overhead, 8 yards and over; excavator/Trackhoe: over 50 metric tons to 90 metric tons; GROUP 1 - 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/Trackhoe: over 30 metric tons to 50 metric tons; Loader- overhead 6 yards to, but not including 8 yards; Dozer D-10; Screedman; Scrapers: 45 yards and over; Grader/Blade; Paver GROUP 2 - Cranes, 20 tons thru 44 tons with attachments;Crane-overhead, bridge type -20 tons through 44 tons; Drilling machine; Excavator/Trackhoe: 15 to 30 metric tons; Horizontal/directional drill operator; Loaders -overhead under 6 yards; Scraper: under 45 tons; Mechanic; Piledriver; Boring Machine GROUP 3 - Cranes-thru 19 tons with attachments;A-frame crane http://www.wdol.gov/wdol/scafiles/davisbacon/WA96.dvb?v=l 4/15/2014 Page 3 of 7 over 10 tons; Dozers -D-9 and under; Motor patrol grader-nonfinishing; Roller -Plant Mix; Excavator/Trackhoe: under 15 metric tons; Service Oiler; Forklift: 3,000 lbs and over with attachments; Boom Truck over 10 tons GROUP 4 - Cranes -A frame -10 tons and under; Roller -other than plant mix; Forklift: under 3,000 lbs with attachments Grade Checker; Drill Assistant; Boom Truck 10 tons and under ---------------------------------------------------------------- IRON0086-010 07/01/2013 Rates Fringes IRONWORKER (Reinforcing, Structural and Ornamental) ....... $ 38.14 21.35 ---------------------------------------------------------------- LAB00001-026 06/01/2013 ZONE 1: Rates Fringes Laborers: GROUP 2 .....................$ 25.41 9.85 GROUP 3 .....................$ 31.76 9.85 GROUP 4 .....................$ 32.53 9.85 GROUP 5 .....................$ 33.06 9.85 ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES): ZONE 2 - $1.00 ZONE 3 - $1.30 BASE POINTS: BELLINGHAM, MT. VERNON, EVERETT, SEATTLE, KENT, TACOMA, OLYMPIA, CENTRALIA, ABERDEEN, SHELTON, PT. TOWNSEND, PT. ANGELES, AND BREMERTON ZONE 1 - Projects within 25 radius miles of the respective city hall ZONE 2 - More than 25 but less than 45 radius miles from the respective city hall ZONE 3 - More than 45 radius miles from the respective city hall LABORERS CLASSIFICATIONS GROUP 2: Flagman GROUP 3: General Laborer; Mason Tender-Cement/Concrete; Form Stripping GROUP 4: Grade Checker; Pipe Layer; Handheld Drill; High Scaler; Jackhammer GROUP 5: Mason Tender -Brick ---------------------------------------------------------------- PAIN0005-008 07/01/2013 Rates Fringes http://www.wdol.gov/wdol/scafiles/davisbacon/WA96.dvb?v=l 4/15/2014 Page 4 of 7 PAINTER (Brush, Roller and Spray) ...........................$ 21.69 10.41 ---------------------------------------------------------------- PLAS0528-004 06/01/2013 Rates Fringes CEMENT MASON/CONCRETE FINISHER ... $ 36.63 14.55 ---------------------------------------------------------------- * TEAM0174-006 01/01/2014 Rates Fringes Truck drivers: ZONE A: GROUP 1: ................... $ 32.18 16.69 GROUP 2 :...................$ 31.34 16.69 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 $1.00 per hour to Zone A rates. *Zone pay will be calculated from the city center of the following listed cities: BELLINGHAM CENTRALIA RAYMOND OLYMPIA EVERETT SHELTON ANACORTES BELLEVUE SEATTLE PORT ANGELES MT. VERNON KENT TACOMA PORT TOWNSEND ABERDEEN BREMERTON TRUCK DRIVERS CLASSIFICATIONS GROUP 1 - Water Truck -3,000 gallons and over; Semi -Trailer Truck GROUP 2 - Water Truck- less than 3,000 gallons HAZMAT PROJECTS Anyone working on a HAZMAT job, where HAZMAT certification is required, shall be compensated as a premium, in addition to the classification working in as follows: LEVEL C: +$.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. ---------------------------------------------------------------- SUWA2009-062 08/07/2009 Rates Fringes LABORER: Landscape & Irrigation .......................$ 13.52 3.35 http://www.wdol.gov/wdol/scafiles/davisbacon/WA96.dvb?v=l 4/15/2014 Page 5 of 7 OPERATOR: Asphalt Plant ......... $ 34.14 0.68 OPERATOR: Backhoe ...............$ 27.86 6.92 OPERATOR: Broom/Sweeper ......... $ 30.39 3.77 OPERATOR: Power Shovel .......... $ 25.12 7.83 OPERATOR: Skid Steer ............ $ 10.63 0.00 OPERATOR: Loader .................$ 26.46 7.94 TRUCK DRIVER, Includes Dump Truck ............................$ 25.75 8.38 TRUCK DRIVER: Flatbed Truck ..... $ 22.74 6.29 TRUCK DRIVER: Lowboy Truck ...... ---------------------------------------------------------------- $ 22.89 5.72 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)). The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of "identifiers" that indicate whether the particular rate is union or non-union. Union Identifiers An identifier enclosed in dotted lines beginning with characters other than "SU" denotes that the union classification and rate have found to be prevailing for that classification. Example: PLUM0198-005 07/01/2011. The first four letters , PLUM, indicate the international union and the four -digit number, 0198, that follows indicates the local union number or district council number where applicable , i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. The date, 07/01/2011, following these characters is the effective date of the most current negotiated rate/collective bargaining agreement which would be July 1, 2011 in the above example. http://www.wdol.gov/wdol/scafiles/davisbacon/WA96.dvb?v=l 4/15/2014 Page 6 of 7 Union prevailing wage rates will be updated to reflect any changes in the collective bargaining agreements governing the rates. 0000/9999: weighted union wage rates will be published annually each January. Non -Union Identifiers Classifications listed under an "SU" identifier were derived from survey data by computing average rates and are not union rates; however, the data used in computing these rates may include both union and non-union data. Example: SULA2004-007 5/13/2010. SU indicates the rates are not union majority rates, LA indicates the State of Louisiana; 2004 is the year of the survey; and 007 is an internal number used in producing the wage determination. A 1993 or later date, 5/13/2010, indicates the classifications and rates under that identifier were issued as a General Wage Determination on that date. Survey wage rates will remain in effect and will not change until a new survey is conducted. 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 review and reconsideration from the Wage and Hour Administrator http://www.wdol.gov/wdol/scafiles/davisbacon/WA96.dvb?v=l 4/15/2014 Page 7 of 7 (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://www.wdol.gov/wdol/scafiles/davisbacon/WA96.dvb?v=l 4/15/2014 (This page intentionally left blank) Page 1 of 17 State of Washington Department of Labor & Industries Prevailing Wage Section - Telephone 360-902-5335 PO Box 44540, Olympia, WA 98504-4540 Washington State Prevailing Wage The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of fringe benefits. On public works projects, worker's wage and benefit rates must add to not less than this total. A brief description of overtime calculation requirements are provided on the Benefit Code Key. Journey Level Prevailing Wage Rates for the Effective Date: 4/1/2014 ou u.nr°,y. .......,,, �L..IL":..e..........................................Il ii iii ,iii-t,,;iou'-m ����,d�. Holiday Overtime Note Kitsap `^ . `^.t:(.„r b...A t irk eint, VHF(:: iirkeirs Journey Level $41.69 5D 1 H Kitsapll�. ?,irs� Journey Level $30.34 1 Kitsap[ c 1. s ::rir Brick And Block Finisher $43.26 5A 1M KitsapJ cll�. Ma s;rir„ Journey Level $50.12 5A 1M Kitsap[ c 1. s ::rir Pointer -Caulker -Cleaner $50.12 5A 1M Kitsapr�,i,,,,c^,irv;;ii�,:;c F:::ir�„a,,„r,+,c Janitor $9.32 1 Kitsap . ii„iiirp.....irvii.::......:ir...:.c Shampooer $9.32 1 Kitsap .......................................... 1,;ii„i,;iiiai...,ciry;ii;::......F:::ir')..r..::.,c Waxer $9.32 1 Kitsap ......... ......... f,;i%„jai,;iiia.i,,,,cirv;iii;:;c......F:::ir')..ra..;ry,c Window Cleaner $13.22 1 Kitsap iiirt Ilii �llir Liz. a„)„ Journey Level $23.72 1 Kitsap ir,a,c ir,t;c ,ir Acoustical Worker $50.82 5D 1M Kitsap frac in ire Bridge, Dock And Wharf Carpenters $50.82 5D 1M Kitsap frac in ire Carpenter $50.82 5D 1M Kitsap ir,a,c ir,t;c ,ir Carpenters on Stationary Tools $50.95 5D 1M Kitsap ira,c ir,t,ir Creosoted Material $50.92 5D 1M Kitsap ir,a,c ir,t;c ,ir Floor Finisher $50.82 5D 1M Kitsap frac in ire Floor Layer $50.82 5D 1M Kitsap ir,a,c ir,t;c ,ir Scaffold Erector $50.82 5D 1M Kitsap ir„ ?ir t, Msi„rias Journey Level $51.18 7A 1M Kitsap J;;i%v,ir ,,,,,,,,,;;;;;;,ir,c�i,,ir, Diver $105.37 5D 1M 8A Kitsap C iNeir .- �"ein eir � Diver On Standby $59.50 5D 1M Kitsap ; ;Neir e,,,, ,,,,,;;;�;;; ?,ir�,c� eirs Diver Tender $54.82 5D 1M Kitsap Chi' it e„ � ?ir deir � Surface Rcv Et Rov Operator $54.82 5D 1M Kitsap f ;i% eir s Et ..�"einder � ,,, ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, Surface Rcv Et Rov Operator Tender $51.07 5A 1B Kitsap f ,[g? i, c,,,, F;r,irll ,ir , Assistant Engineer $53.00 5D 3F Kitsap fl,ir ai, V��::rirll�ir Assistant Mate (Deckhand) $52.58 5D 3F https:Hfortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 4/1/2014 Page 2 of 17 Kitsap [�2d.g2 Boatmen $52.30 5D 3F Kitsap Circ y:Yrkeirs Engineer Welder $54.04 5D 3F Kitsap Effj.g2 Leverman, Hydraulic $55.17 5D 3F Kitsap J it c y:Yrkeirs Mates $52.30 5D 3F Kitsap Effj.g2 Oiler $52.58 5D 3F Kitsap J Lywy2.L! Journey Level $50.82 5D 1 H Kitsap [ywy2.L! j2jr Journey Level $50.87 5P 1 E P jireitrIrIce .' , M"a ,r e i , " a i , " " , Journey Level $31.74 1Kitsa Kitsap F t...r..J c.J a..ir.] s gide. Journey Level $51.26 1 Kitsap t i.r. c a i.r...i s ............ ........... M t Craftsman $15.37 11 Kitsap �..'..,L2.ctidc�ains - M(:A(::sir ................................................................................................... ....... .... Journey Level $14.69 1 Kitsap c t " i , r " c " a " ir , " i s 1::1 " e " w i , r i , r " I e , C (wi stir uct� (::ria ............................ Cable Splicer $68.33 5A 4A Kitsap IDgwerhine ............................................................................................................................... C. s c tJ Certified Line Welder $62.50 5A 4A Kitsap c t " i , r " c " a " ir , " i s 1::1 " w e " i , r i , r " i e , C (wi stir uct� (::ria ............................ Groundperson $42.56 5A 4A Kitsap IDgwerhine ............................................................................................................................... C ........(...:.:.w......i....s...tiruc(r in. ................ Heavy Line Equipment Operator $62.50 5A 4A Kitsap Cc t" , r" c"a" ir s 1::1 "w e" ir i r i e, . sliructk:�n Journey Level Lineperson $62.50 5A 4A Kitsap F..'..,L2.ctidc�ains - [1(weirhne ............................................................................................................................... C. s c tJ Line Equipment Operator $52.47 5A 4A Kitsap F c t " i , r " c " a " i , r " i s " w e " i , r i , r " i e , C (wi stir uct� (::ria ............................ Pole Sprayer $62.50 5A 4A Kitsap F t...r..J c.J a..ir.] s 11 (.rw e..ir ii..i.r] e. C. s c tJ Powderperson $46.55 5A 4A Kitsap F.. t.i.r c [.e. c.l.].ii] c ii a r.]. s. Journey Level $44.78 7E 1D Kitsap aC sl..ir. a.j c s. Mechanic $80.14 7D 4A Kitsap F va C sl..ir. aJ. c s. Mechanic In Charge $86.77 7D 4A Kitsap Eab.i ' ' c a " t e d 1::1 1 , r ?,cast;,,,, C , r " i c " i , r " e t " e " [1ir(:Ag cl s� Journey Level - In -Factory Work Only $13.50 1 Kitsap L.[..c e E i.r e c t Fence Erector $13.80 1 Kitsap Et.[i .ce Eirect(::ws Fence Laborer $11.60 1 Kitsap Journey Level $35.34 7A 31 Kitsapg.� .z e..ir. s.� Journey Level $53.76 7L ly KitsaP 2 1 r t ij ( r Ari As' :::''i, "s I "i, " s '.'"a t" , i, s, i , " d bet(::�s (::wkers Journeyman $58.93 5J 1 Kitsap Uf2jLL15 !2.Ej.j Mf., Journey Level $69.37 7F 1E Kitsap U!2.d C a..ir...i.r.J.e..i.r..s F.1 M..a s„rir.......... �".2.i.r] d e..ir. s. Journey Level $42.99 7A 31 Kitsap 4.ustidal [1(weir Vacuuirn ...................................................................................................................................... C I e 2.!12L Journey Level $9.32 1 Kitsap !..E�.2ind 13(::�atirnein .......................................................................... Boat Operator $54.571 5B 1 K Kitsap 13(::gtirnein .......................................................................... Cook $50.95 5B 1K Kitsap !..D.�2ind 13(::�atirnein .......................................................................... Deckhand $51.19 5B 1K Kitsap 13(::gtirnein .................................................................. Deckhand Engineer $52.18 5B 1K https:Hfortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 4/1/2014 Page 3 of 17 Kitsap 1:3(::�atirnein ...................... .................................................. Launch Operator $53.401 5B 1K Kitsap lir it c 13(::�atirnein .................................................................. Mate $53.40 5B 1K Kitsap (::�n / C lea in � in 2.ijLi.Ejg Q.f . ......................................................................... ... Seweir ......................................... !.R.,.e. ir].'.) (.::�I e C (.::�.Jr) lir Cleaner Operator, Foamer Operator $9.73 1 Kitsap ... .:...r...... ...............e........a........r.i....il. .n... �..i.Z., 22.�..iri �..i eweir Ft Wate.ir S..y te s 3 ........ ...................... .......... ................................ ..... .... . .. .............. E ...... ........ y I .c(:Ae C(::�intir(::r[ Grout Truck Operator $11.48 1 Kitsap ... ......... ...0........le.......a .n .i.n..g., 2.L...Ejg Qf Seweir ......................................... I.I.e. ir].'.) (.::rI e C (.::rJr) lir Head Operator $12.78 1 Kitsap ir e ri� �..i i./Cl ai in�..i ri ... ............ ............................................ ........ ........... eweir Ft Wate.ir S..y te s 3 ........ ...................... .......... ................................ ..... .... . .. .............. E ...... ........ y I .c(:Ae C(::�intir(::r[ Tv Truck Operator $24.17 1 Kitsap Ar.2[.21l%cat(::�irs ............................ Journey Level $50.82 5D - I 1L Kitsap !..Lr..rinw(�irkeirs ........................................................ Journeyman $59.77 7N 10 Kitsap UL(..::r.Jr e..i.r s' Air, Gas Or Electric Vibrating Screed $41.69 7A 31 Kitsap 1,,, L!2i�2!L. Airtrac Drill Operator $42.99 7A 31 Kitsap Ballast Regular Machine $41.69 7A 31 Kitsap L2h!2[f!E. Batch Weighman $35.34 7A 31 Kitsap 1,,, L!2i�2!L. Brick Pavers $41.69 7A 31 Kitsap$41.69 Brush Cutter 7A 31 Kitsap UL�::� i.r. ei.r. s Brush Hog Feeder $41.69 7A 31 Kitsap L2.�2[2!E.F Burner $41.69 7A 31 Kitsap 1,,, L!2i�2!L. Caisson Worker $42.99 7A 31 Kitsap i.r. e i.r. s Carpenter Tender $41.69 7A 31 Kitsap 1,,, L!2i�2!L. Caulker $41.69 7A 31 Kitsap$42.46 Cement Dumper -paving 7A 31 Kitsap L2h!2[f!E. Cement Finisher Tender $41.69 7A 31 Kitsap i.r. e i.r. s Change House Or Dry Shack $41.69 7A 31 Kitsap L2h!2[f!E. Chipping Gun (under 30 Lbs.) $41.69 7A 31 Kitsap$42.46 Chipping Gun(30 Lbs. And Over) 7A 31 Kitsap i.r. e i.r. s.., Choker Setter $41.69 7A 31 Kitsap 1,,, L!2i�2!L. Chuck Tender $41.69 7A 31 Kitsap$42.46 Clary Power Spreader 7A 31 Kitsap 1,,, L!2i�2!L. Clean-up Laborer $41.69 7A 31 Kitsap Concrete Dumper/chute Operator $42.46 7A 31 Kitsap 1,,, L!2i�2!L. Concrete Form Stripper $41.69 7A 31 Kitsap Concrete Placement Crew $42.46 7A 31 Kitsap L2h!2[f!E. Concrete Saw Operator/core Driller $42.46 7A 31 Kitsap 1,,, L!2i�2!L. Crusher Feeder $35.34 7A 31 Kitsap$41.69 Curing Laborer 7A 31 Kitsap I a b e..i.r s, ...... .... ..... .... .. .... . .. ... Demolition: Wrecking Et Moving $41.691 I ZA 1 11 I https:Hfortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 4/1/2014 Page 4 of 17 https:Hfortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 4/1/2014 (incl. Charred Material) Kitsap Ditch Digger $41.69 7A 31 Kitsap 1,,, ,1!2ir2!L. Diver $42.99 7A 31 Kitsap I::rLr ?irs Drill Operator (hydraulic, diamond) $42.46 7A 31 Kitsap Dry Stack Walls $41.69 7A 31 Kitsap I,,, h!;r,Lf!L. Dump Person $41.69 7A 31 Kitsap Epoxy Technician $41.69 7A 31 Kitsap 1,,,, h2m!L Erosion Control Worker $41.69 7A 31 Kitsap Faller Et Bucker Chain Saw $42.46 7A 31 Kitsap 1,,, ,Lir2!L. Fine Graders $41.69 7A 31 Kitsap I::rir i.r.s Firewatch $35.34 7A 31 Kitsap 1,,, ,Lir2!L. Form Setter $41.69 7A 31 Kitsap Gabian Basket Builders $41.69 7A 31 Kitsap 1,,, L1 ::;,ir i.r.s General Laborer $41.69 7A 31 Kitsap I,,,,;rircir Grade Checker Et Transit Person $42.99 7A 31 Kitsap Grinders $41.69 7A 31 Kitsap 1,,,, h1 ::; heir, Grout Machine Tender $41.69 7A 31 Kitsap 1,,, ,Lir2!L. Groutmen (pressure)including Post Tension Beams $42.46 7A 31 Kitsap 1,,,, h2m!L Guardrail Erector $41.69 7A 31 Kitsap I::rir i.r.s Hazardous Waste Worker (level $42.99 7A 31 Kitsap Hazardous Waste Worker (level B) $42.46 7A - 31 - Kitsap Hazardous Waste Worker (level C) $41.69 7A - 31 - Kitsap High Scaler $42.99 7A 31 Kitsap 1,,, ,Lir2!L. Jackhammer $42.46 7A 31 Kitsap Laserbeam Operator $42.46 7A 31 Kitsap I,,abI :ri.r i.r.s Maintenance Person $41.69 7A 31 Kitsap Manhole Builder-mudman $42.46 7A 31 Kitsap 1,;;; ,Lif!L. Material Yard Person $41.69 7A 31 Kitsap I::rir i.r.s Motorman -dinky Locomotive $42.46 7A 31 Kitsap L... IJP: m!L Nozzleman (concrete Pump, Green Cutter When Using Combination Of High Pressure Air Et Water On Concrete Et Rock, Sandblast, Gunite, Shotcrete, Water Bla $42.46 7A 31 Kitsap I::rir i.r. s Pavement Breaker $42.46 7A 31 Kitsap 1,;;; ,Lif!L. Pilot Car $35.341 7A 31 Kitsap Pipe Layer Lead $42.99 7A 31 Kitsap I,,abI :ri.r i.r.s Pipe Layer/tailor $42.46 7A 31 Kitsap I::ririr Pipe Pot Tender $42.46 7A 31 Kitsap 1,,,, h2m!L Pipe Reliner $42.46 7A 31 https:Hfortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 4/1/2014 Page 5 of 17 Kitsap 1,,, L1 ::;,ir i.r.s Pipe Wrapper $42.46 7A 31 Kitsap Pot Tender $41.69 7A 31 Kitsap 1,,, ,1 !lir ?Ir, , Powderman $42.99 7A 31 Kitsap I::rir ?irs Powderman's Helper $41.69 7A 31 Kitsap 1,,, ,1 !lir ?Ir, , Power Jacks $42.46 7A 31 Kitsap 12..b;rircir s Railroad Spike Puller - Power $42.46 7A 31 Kitsap 1,,, ,1 !lir ?Ir, , Raker - Asphalt $42.99 7A 31 Kitsap Re-timberman $42.99 7A 31 Kitsap 1,,, ,1 !lir ?Ir, , Remote Equipment Operator $42.46 7A 31 Kitsap I::rir ?irs Rigger/signal Person $42.46 7A 31 Kitsap 1,,,h!2ir?Ir,, Rip Rap Person $41.69 7A 31 Kitsap Rivet Buster $42.46 7A 31 Kitsap 1,,,h!2ir?Ir,, Rodder $42.46 7A 31 Kitsap I::rir i.r. s Scaffold Erector $41.69 7A 31 Kitsap 1,,,, h2m!L Scale Person $41.69 7A 31 Kitsap Sloper (over 20") $42.46 7A 31 Kitsap 1,,, L1 ::;,ir i.r.s Sloper Sprayer $41.69 7A 31 Kitsap Spreader (concrete) $42.46 7A 31 Kitsap 1,,,,Lir2Ir,, Stake Hopper $41.69 7A 31 Kitsap 1,,ab1 :ri.r i.r.s Stock Piler $41.69 7A 31 Kitsap Tamper Et Similar Electric Air Et Gas Operated Tools $42.46 7A - 31 - Kitsap Tamper (multiple Et Self- propelled) $42.46 7A 31 Kitsap Timber Person - Sewer (lagger, Shorer Et Cribber) $42.46 7A 31 Kitsap Toolroom Person (at Jobsite) $41.69 7A 31 Kitsap 1,,, L1 ::;,ir i.r.s Topper $41.69 7A 31 Kitsap I,,,,;rircir Track Laborer $41.69 7A 31 Kitsap 1,,,,Lir2Ir,, Track Liner (power) $42.46 7A 31 Kitsap Traffic Control Laborer $37.79 7A 31 8R Kitsap 1,,, L1 ::;,ir i.r.s Traffic Control Supervisor $37.79 7A 31 8R Kitsap Truck Spotter $41.69 7A 31 Kitsap 1,,,,Lir?Ir,, Tugger Operator $42.46 7A 31 Kitsap Tunnel Work Compressed Air Worker 0-30 psi $60.06 7A 31 Kitsap Tunnel Work Compressed Air Worker 30.01-44.00 psi $65.09 7A 31 Kitsap 1,,,,Lir2Ir,, Tunnel Work -Compressed Air Worker 44.01-54.00 psi $68.77 7A 31 Kitsap 1,,,,Lir?Ir,, Tunnel Work -Compressed Air Worker 54.01-60.00 psi $74.47 7A 31 8� Kitsap 1,,,,Lir2Ir,, Tunnel Work -Compressed Air Worker 60.01-64.00 psi $76.59 7A 31 Kitsap 1,,,,Lir?Ir,, Tunnel Work -Compressed Air Worker 64.01-68.00 psi $81.69 7A 31 8� https:Hfortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 4/1/2014 Page 6 of 17 Kitsap 1,,, L1 ::;,ir i.r.s Tunnel Work -Compressed Air Worker 68.01-70.00 psi $83.59 7A 31 Kitsap 1,,, ,1!2ir2!L. Tunnel Work -Compressed Air Worker 70.01-72.00 psi $85.59 7A 31 Kitsap 1,,, ,1!2ir2!L. Tunnel Work -Compressed Air Worker 72.01-74.00 psi $87.59 7A 31 Kitsap 1,,, ,1!2ir2!L. Tunnel Work-Guage and Lock Tender $43.09 7A 31 Kitsap 1,,, ,1!2ir2!L. Tunnel Work -Miner $43.09 7A 31 Kitsap I::rir i.r.s Vibrator $42.46 7A 31 Kitsap 1,,, ,1!2ir2!L. Vinyl Seamer $41.69 7A 31 Kitsap Watchman $32.12 7A 31 Kitsap 1,,, L1 ::;,ir i.r.s Welder $42.46 7A 31 Kitsap I,,,,;rircir Well Point Laborer $42.46 7A 31 Kitsap 1,,,L!;r,ir2Ir,, Window Washer/cleaner $32.12 7A 31 Kitsap L2.b(„rir irs �,�ir dein !E�:)uir d weir Ft V� t.c it General Laborer Et Topman $41.69 7A - 31 - Kitsap „rir ?ir L., it c it it rw it r ?weir V"�t.c^ir ................................................... Pipe Layer $42.46 7A - 31 - Kitsap irclr„rirtirutilrn Irrigation Or Lawn Sprinkler Installers $9.32 1 Kitsap I,;;; nfj.. ; ,lr ,,,,, ,„rir, j!r,u; ctl%,:rn Landscape Equipment Operators Or Truck Drivers $10.05 1 Kitsap I,,,, ,Iri,ij.. �...,,lr ,t.iru. ctk:rn ......... ......... Landscaping Or Planting Laborers $12.92 1 Kitsap L2112.,Ir , JOURNEY LEVEL $21.00 1 KitsapIL. I ??tt ..ir. . Journey Level $50.12 5A 1M Kitsap p.t:.l....1[.::.. ,lb,ir;ii.c tk:, ir.......11,lr......lrl..11... Fitter $26.96 1 Kitsap t 11[:"abrc tk:rIr................. ......: .. Laborer $9.32 1 Kitsap °fit; ab a tl%,(,1,2,,,,, lr„m21F.11, Machine Operator $13.83 1 Kitsap ......: . t 11[:"abrc tk:rn................. Welder $13.83 1 KitsapR.1wirrligIrma, Journey Level $44.89 1 Kitsap„r..... f „ii ��„iiir��� Cabinet Assembly $11.56 1 Kitsap ;rri,u. jij.L [LIiRd.jing, Electrician $11.56 1 Kitsap„rruit f„ii ��„iiir��� Equipment Maintenance $11.56 1 Kitsap ;rri,u. i it 1LIiRd.jing Plumber $11.56 1 Kitsap„rruit f„ii ��„iiir��� Production Worker $9.40 1 Kitsap ;rri,u. i it f1.1i.Idiiing Tool Maintenance $11.56 1 Kitsap t62du.iira�iiiir��� .,..... Utility Person $11.56 1 Kitsap ;rri,u. i it 1LIiRd.jing Welder $11.56 1 Kitsapt;?,irs, Journey Level $37.80 6Z 26 Kitsap ER C;�idv it Journey Level $51.07 5D 1M Kitsap f;;g12.5tc^rc^r . ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, , Journey Level $49.29 Z JR Kitsap fgir„circ Ifgirll Fiu„ii„Irir„irt Iir]st. iic^ir. ........................................................ Journey Level $9.32 1 Kitsap Journey Leve l $62.57 5A 1G https:Hfortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 4/1/2014 Page 7 of 17 Kitsap E�:l w 2.[ gr.22.!L��t(::ws ... ....................... Asphalt Plant Operators $53.49 7A 3C 8P Kitsap Ew ir E �.1 .............. 2 ...... ...... Assistant Engineer $50.22 7A 3C 8P Kitsap E�:'rw.2.ir, Ef.u.j 12.E gr.22.!Lt(::ws Barrier Machine (zipper) $53.00 7A 3C 8P Kitsap Ew ir E �.1.H . ............ 2 ...... ...... f Batch Plant Operator, $53.00 7A 3C 8P Concrete Kitsap w.2.ir. E .: . .. E2 Bobcat $50.22 7A 3C 8P Kitsap E�:'w ir E uJ[.2.E t.[1.1 gf.&jE�2tgws ............. �2 ...... ...... ........... ....................... Brokk - Remote Demolition $50.22 7A 3C 8P Equipment Kitsap E�:l w 2.[ gr.22.!L��t(::ws ... ....................... Brooms $50.22 7A 3C 8P Kitsap fg,rcr. E Bump Cutter $53.00 7A 3C 8P Kitsap E�:'rw.2.ir, Ef.u.j 12.E Cableways $53.49 7A 3C 8P Kitsap t s., Chipper $53.00 7A 3C 8P Kitsap . ........ . . .... E�:'� w.2.ir, E.f.vj Compressor $50.22 7A 3C 8P Kitsap w2jr. ....................... Concrete Pump: Truck Mount $53.49 7A 3C 8P With Boom Attachment Over 42 M Kitsap ............. ...... ...... f.1 ........... E�:'w ir E uAF.2.E Concrete Finish Machine -laser $50.22 7A 3C 8P Screed Kitsap E�:'w ir E uAF.2.E gr.22.!L��tgws ............. ...... ...... f.1 ........... ....................... Concrete Pump - Mounted Or $52.58 7A 3C 8P Trailer High Pressure Line Pump, Pump High Pressure. Kitsap E�:'w ir E uAF.2.E ............. ...... ...... f.1 ........... Concrete Pump: Truck Mount $53.00 7A 3C 8P With Boom Attachment Up To 42m Kitsap !2.r.22.!E2t(::ws ....................... Conveyors $52.58 7A 3C 8P Kitsap ............. ...... ...... f.1 ........... E�:'w ir E uAF.2.E Cranes: 20 Tons Through 44 $53.00 7A 3C 8P Tons With Attachments Kitsap Egw jr, E.f.u.j.J[.2.E t.[1.1 g[.22.!Lijt(::ws ............. 2 .... ....................... Cranes: 100 Tons Through 199 $54.04 7A 3C 8P Tons, Or 150' Of Boom (Including Jib With Attachments) Kitsap ............. ...... ...... ........... E�:'w ir E uAF.2.E Cranes: 200 Tons To 300 Tons, $54.61 7A 3C 8P Or 250' Of Boom (including Jib With Attachments) Kitsap E�:w it E �.1.H . ............ ...... ...... f Cranes: 45 Tons Through 99 $53.49 7A 3C 8P Tons, Under 150' Of Boom (including Jib With Attachments) Kitsap w2jr. ....................... Cranes: A -frame - 10 Tons And $50.22 7A 3C 8P Under Kitsap . ............ E�:w it E �.1 Cranes: Friction 100 Tons $54.61 7A 3C 8P Through 199 Tons Kitsap fgrwc it Cranes: Friction Over 200 Tons $55.17 7A 3C 8P Kitsap w2jr. ....................... Cranes: Over 300 Tons Or 300' $55.17 7A 3C 8P Of Boom (including Jib With Attachments) Kitsap E�:'� w.2.ir, E.f.vj s, . ........ . . .... ... . ... .. ... Cranes: Through 19 Tons With $52.58 7A 3C 8P Attachments A -frame Over 10 Tons Kitsap E�:w it E . ............ Crusher $53.00 7A 3C 8P https:Hfortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 4/1/2014 Page 8 of 17 Kitsap ....... E�:I W 2.[ ... ................ Deck Engineer/deck Winches $53.00 7A 3C 8P (power) Kitsap E�::r 2.1 .n! Derricks, On Building Work $53.49 7A 3C 8P Kitsap fg rw.2.ir. Dozers D-9 Et Under $52.58 7A 3C 8P Kitsap E�:'�w ir E uJ[.2.E t.[1.1 gr.&.!L�atg�irs ............. ...... ...... f -I ........... ....................... Drill Oilers: Auger Type, Truck $52.58 7A 3C 8P Or Crane Mount Kitsap E�:'�w ir E uJF.2.E .: ............. f -I Drilling Machine $53.00 7A 3C 8P Kitsap E�:�w it E �.I.H . ............ Elevator And Man -lift: $50.22 7A 3C 8P Permanent And Shaft Type Kitsap E�:�w it E �.Jr . ............ ...... ...... a2 E2 Finishing Machine, Bidwell And $53.00 7A 3C 8P Gamaco Et Similar Equipment Kitsap . ............ E�:�w it E u��F.H Forklift: 3000 Lbs And Over $52.58 7A 3C 8P With Attachments Kitsap E�:�w it E �.Jr . ............ 2 a2 Forklifts: Under 3000 Lbs. With $50.22 7A 3C 8P Attachments Kitsap E�w ir E u��F.H . ............ 2 ...... ...... Grade Engineer: Using Blue $53.00 7A 3C 8P Prints, Cut Sheets, Etc Kitsap E�:�w it E 2.[.. . ............ 2 a2 Gradechecker/stakeman $50.22 7A 3C 8P Kitsap E�:I W ca.L t.[1.1 � Guardrail Punch $53.00 7A 3C 8P Kitsapfg . ........ w2jr. Hard Tail End Dump $53.49 7A 3C 8P Articulating Off- Road Equipment 45 Yards. Et Over Kitsap . ............ ...... ...... E�:�w it E u��F.H Hard Tail End Dump $53.00 7A 3C 8P Articulating Off-road Equipment Under 45 Yards Kitsap ............. ...... ...... f -I ........... E�:'�w ir E uJF.2.E Horizontal/ directional Drill $52.58 7A 3C 8P Locator Kitsap E�:'�w ir E uJ[.2.E t.[1.1 gr.&.!L�atg�irs ............. ...... ...... f -I ........... ....................... Horizontal/ directional Drill $53.00 7A 3C 8P Operator Kitsap ............. ...... ...... f -I ........... E�:'�w ir E uJF.2.E Hydralifts/boom Trucks Over $52.58 7A 3C 8P 10 Tons Kitsap ............. ...... ...... f -I ........... E�:'�w ir E uJ[.2.E t.[1.1 Hydralifts/boom Trucks, 10 $50.22 7A 3C 8P Tons And Under Kitsap E�:'�w ir E uJF.2.E ............. ...... ...... f -I ........... Loader, Overhead 8 Yards. Et $54.04 7A 3C 8P Over Kitsap . ........ . . .... E�:'� wfjr, Elvj t.[1.1 Loader, Overhead, 6 Yards. But $53.49 7A 3C 8P Not Including 8 Yards Kitsap E�:'�w ir E uJF.2.E ............. 2 ...... ...... f -I ........... Loaders, Overhead Under 6 $53.00 7A 3C 8P Yards Kitsap E�:'� wfjr, Ef.vj 12.E t.[1.1 Loaders, Plant Feed $53.001 7A 3C 8P Kitsap [)(rw2.L Loaders: Elevating Type Belt $52.58 7A 3C 8P Kitsap E�::�wejr. t.[1.1 gr.&.!L�atgirs Locomotives, All $53.00 7A 3C 8P Kitsap E�:'�w ir E �JF.2.E ............. 2 f -I . Material Transfer Device $53.00 7A - 3C - 8P Kitsap w2r. i.Jr 2.r.22.!L2t(::�irs ......... . .... ... ....................... Mechanics, All (leadmen - $54.04 7A 3C - 8P $0.50 Per Hour Over Mechanic) Kitsap fgrwc it Motor Patrol Grader - Non- $52.58 7A 3C 8P finishing Kitsap w2r. 2.r.22.!L2t(:airs Motor Patrol Graders, Finishing $53.49 7A 3C 8P Kitsap .: ............. 2 ...... ...... ........... ....................... E�:'�w ir E uJF.2.E Mucking Machine, Mote, Tunnel $53.49 7A 3C 8P https:Hfortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 4/1/2014 Page 9 of 17 https:Hfortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 4/1/2014 Drill, Boring, Road Header And/or Shield Kitsap E�:'�w ir E uJ[.2.L t.[j.j ............. ...... ...... ........... Oil Distributors, Blower Distribution Et Mulch Seeding Operator $50.22 7A 3C 8P Kitsap E�::�w it E �.Jr E2 '�Lc� .............. ...... ...... Outside Hoists (elevators And Manlifts), Air Tuggers,strato $52.58 7A 3C 8P Kitsap .............. ...... ...... E�:,�w it E �.Jr E2 '�Lc� Overhead, Bridge Type Crane: 20 Tons Through 44 Tons $53.00 7A 3C 8P Kitsap E�:�w it E �.Jr . ............ ...... ...... a2 E2 Overhead, Bridge Type: 100 Tons And Over $54.04 7A 3C 8P Kitsap .............. ...... ...... E�:,�w it E �.Jr Overhead, Bridge Type: 45 Tons Through 99 Tons $53.49 7A 3C 8P Kitsap E�:�w it E 2.[.. .! . ............ Pavement Breaker $50.22 7A 3C 8P Kitsap E�:'�w ir E uJF.2.L ............. ...... ...... ........... ....................... Pile Driver (other Than Crane Mount) $53.00 7A 3C 8P Kitsap E�:'rw.2.ir, E.Vj %12.L Plant Oiler - Asphalt, Crusher $52.58 7A 3C 8P Kitsap E�:�w .coir E �.Jr . ............ 2 ...... ...... a2 E2 Posthole Digger, Mechanical $50.22 7A 3C 8P Kitsap E�:l W 2.[ Power Plant $50.22 7A 3C 8P Kitsap E�:�w it E u��F.H . ............ 2 Pumps - Water $50.22 7A 3C 8P Kitsap E�:'�w ir E �JF.2.L .: ............. f.1 . Quad 9, Hd 41, D1 0 And Over $53.49 7A 3C - 8P - Kitsap ............. ...... ...... ........... E�:'�w ir E uJ[.2.L t.[j.j Quick Tower - No Cab, Under 100 Feet In Height Based To Boom $50.22 7A 3C 8P Kitsap E�:�w it E �.Jr . ............ ...... ...... a2 Remote Control Operator On Rubber Tired Earth Moving Equipment $53.49 7A 3C 8P Kitsap E�:'� wfjr, Ef.vj 12.L t.[j.j Rigger And Bellman $50.22 7A 3C 8P Kitsap f g rw.2.ir. Rollagon $53.49 7A 3C 8P Kitsap Eir E J ............. �2 �[.2.L t.[j.j Qr.&.!L�atg�irs Roller, Other Than Plant Mix $50.22 7A 3C 8P Kitsap fg rw.2.ir. ....................... Roller, Plant Mix Or Multi -lift Materials $52.58 7A 3C 8P Kitsap fg, rw.2.ir. 2.r.22.!L2t(:airs Roto -mill, Roto -grinder $53.00 7A 3C 8P Kitsap E�:'rw.2.ir, Ef.vj 12.L Saws - Concrete $52.58 7A 3C 8P Kitsap . ............ ...... ...... a2 E2 E�:�w it E �.Jr Scraper, Self Propelled Under 45 Yards $53.00 7A 3C 8P Kitsap E�:�w ir E 2.[.. .! 1�.. , . ............ �2 E2 Scrapers - Concrete Et Carry All $52.58 7A 3C 8P Kitsap E�:'�w ir E uJF.2.L ............. ...... ...... ........... Scrapers, Self-propelled: 45 Yards And Over $53.49 7A 3C 8P Kitsap E�:l W 2.[ ... ................ ....... Service Engineers - Equipment $52.58 7A 3C 8P Kitsapw2jr. .: . ........ Shotcrete/gunite Equipment $50.22 7A IC 8P Kitsap ............. ...... ...... ........... E�:'�w ir E uJ[.2.L t.[j.j Shovel , Excavator, Backhoe, Tractors Under 15 Metric Tons. $52.58 7A 3C 8P Kitsap E�:�w it E �.Jr . ............ ...... ...... a2 Shovel, Excavator, Backhoe: Over 30 Metric Tons To 50 Metric Tons $53.49 7A 3C 8P Kitsap E�:'� w.2.ir, E.f.vj . ........ . . .... Shovel, Excavator, Backhoes, Tractors: 15 To 30 Metric Tons $53.00 7A 3C 8P https:Hfortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 4/1/2014 Page 10 of 17 Kitsap E�:l W 2.[ ... ................ ....... Shovel, Excavator, Backhoes: $54.04 7A 3C 8P Over 50 Metric Tons To 90 Metric Tons Kitsap E�:�w it E �.Jr . ............ ...... ...... Shovel, Excavator, Backhoes: $54.61 7A 3C 8P Over 90 Metric Tons Kitsap E�:�w ir E 2.F.. 1�.. .,.. . ............ �2 E2 Slipform Pavers $53.49 7A 3C 8P Kitsap E�:'�w ir E uJF.2.L ............. ...... ...... ........... Spreader, Topsider Et $53.49 7A 3C 8P Screedman Kitsap E�:'�w ir E �JF.2.L .: ............. f.1 . Subgrader Trimmer $53.00 7A - 3C - 8P Kitsap fgrc it E i.Jr E2 'rL Tower Bucket Elevators $52.58 7A 3C - 8P Kitsap ....... E:lW 2.[ ... ................ Tower Crane Over 175'in $54.61 7A 3C 8P Height, Base To Boom Kitsap E�::� co.L t.[j.j gr.&.!L�atg�irs ... ....................... Tower Crane Up To 175' In $54.04 7A 3C 8P Height Base To Boom Kitsap E�:'� wfjr, E.f.vj . ........ . . .... Transporters, All Track Or $53.49 7A 3C 8P Truck Type Kitsap E�:'� wfjr, Ef.vj %12.L t.[1.1 gr.&.!Ltgirs Trenching Machines $52.58 7A 3C 8P Kitsap . ............ E�:�w it E �.Jr Truck Crane Oiler/driver - 100 $53.00 7A 3C 8P Tons And Over Kitsap . ............ E�:�w it E �.JF.H Truck Crane Oiler/driver Under $52.58 7A 3C 8P 100 Tons Kitsap E�:'rwfjr, Ef.vj l%12.L Truck Mount Portable Conveyor $53.00 7A 3C 8P Kitsap . ............ E�:�w it E u��F.H Welder $53.49 7A 3C 8P Kitsap E�:'�w ir E uJF.2.L gr.22.!L��tg�irs ............. Wheel Tractors, Farmall Type $50.22 7A 3C 8P Kitsap s, fg,rc.r. ... . ... .. ... Yo Yo Pay Dozer $53.00 7A j_C 8P Kitsap E�:'�w ir E uJF.2.L .: ............. 2 ...... ...... ........... ... Asphalt Plant Operators $53.49 7A 3C 8P L.Jndeir,..!ir(:mnd Seweir Ft Wateir ..................................... 2 .................................................. Kitsap ; ............. 2 .... ............................ Egw jr, E-f-u.j-J[.2.L t.[1.1 Assistant Engineer $50.22 7A 3C 8P Uindeir�..i ..................................... u in d Seweir Ft.W..a tf..r.., .......... ..... ... ..... . . I Kitsap .: ............. 2 ...... ...... ........... ............................ E�:'�w ir E uJF.2.L Barrier Machine (zipper) $53.00 7A 3C 8P L.Jndeir,..!ir(:mnd Seweir Ft Wateir ..................................... 2 .................................................. Kitsap Egw jr, E-f-u.j-J[.2.L t.[1.1 ; ............. 2 .... ............................ Batch Plant Operator, $53.00 7A 3C 8P Uindeir�..i ..................................... u in d Seweir Ft.W..a t. it .......... ..... ... ..... . . Concrete Kitsap .: ............. 2 ...... ...... ........... ............................ E�:'�w ir E uJF.2.L Bobcat $50.22 7A 3C 8P L.Jndeir,..!ir(:mnd Seweir Ft Wateir ..................................... 2 .................................................. Kitsap ; ............. 2 .... ............................ Egw jr, E-f-u.j-J[.2.L t.[1.1 Brokk - Remote Demolition $50.22 7A 3C 8P Uindeir�..i ..................................... u in d Seweir Ft.W..a t. it .......... ..... ... ..... . . Equipment Kitsap .: ............. 2 ...... ...... ........... ............................ E�:'�w ir E uJF.2.L Brooms $50.22 7A 3C 8P L.Jndeir,..!ir(:mnd Seweir Ft Wateir ..................................... .................................................. Kitsap Egw jr, E-f-u.j-J[.2.L t.[1.1 ; ............. 2 Bump Cutter $53.00 7A 3C 8P Uindeir�..i ..................................... u in d Seweir Ft.W..a tf..ir- Kitsap .: ............. 2 ...... ...... ........... ............................ E�:'�w ir E uJF.2.L Cableways $53.49 7A 3C 8P L.Jndeir,..!ir(:mnd Seweir Ft Wateir ..................................... FA .................................................. Kitsap . s....: wf.r. ... . i.Jr ...... .. ... ... ......... . ... Chipper $53.00 7A 3C 8P L...J r...) d ty2[.........W a tf..J.r. Kitsap Erw ir E �.Jr .............. 2 ...... ...... Compressor $50.22 7A 3C 8P L. J r..] d eir ir(:mind Sweir......... ...a.......te.r.. Kitsap ........ . . .... ... ............................ wf.r. i.Jr Concrete Pump: Truck Mount $53.49 7A 3C 8P L.Jndeir,.!ir(:mnd weir,,,, Wateir ..................................... FA ..................................................................................................................................... With Boom Attachment Over 42 https:Hfortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 4/1/2014 Page 11 of 17 https:Hfortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 4/1/2014 M I Kitsap fg rw.2.ir. ............................ Concrete Finish Machine -laser $50.22 7A 3C 8P L.JndeirF!ir(:mnd Seweir F...t..........aer ....................................A Screed Kitsap w.2.ir. .: . .. ............................ Concrete Pump - Mounted Or $52.58 7A 3C 8P .Jr..) d e ir,,,g,i,r ur..) d Se,, e i,r E.t Wat, ,ir, Trailer High Pressure Line Pump, Pump High Pressure. Kitsap E�:'� w.2.ir, E.�.V.j s...-, .: . ........ . . .... ... . ... .. ... ... Concrete Pump: Truck Mount $53.00 7A 3C 8P L.Jndeir,..!ir(:mnd Seweir Ft Wateir ..................................... 2 ...................................................................................................................................... With Boom Attachment Up To 42m Kitsap w2jr. ............................ Conveyors $52.58 7A 3C 8P .L.J r..) d F.1 W a t..e..i.r. .. ... ......... .... ... ..... . .. Kitsap w2jr. ............................ Cranes: 20 Tons Through 44 $53.00 7A 3C 8P ir ir(:mind Seweir Ft Water L. J r..) d e 9 .................................................. Tons With Attachments Kitsap w2jr. .: . .. ............................ Cranes: 100 Tons Through 199 $54.04 7A 3C 8P J r..) d e r­Qr ur.] d S e,,w e i,r It W a t,,ei,r, Tons, Or 150' Of Boom (Including Jib With Attachments) Kitsap w2jr. ............................ Cranes: 200 Tons To 300 Tons, $54.61 7A 3C 8P .Jr..) d e ir,,,g,i,r ur..) d Se,, e i,r Et. Wat, ,ir, Or 250' Of Boom (including Jib With Attachments) Kitsap E�:'�w ir E uJ[.2.E t.[1.1 gr.&.!L�atg�irs­ .: ............. �2 ...... ...... ........... ............................ Cranes: 45 Tons Through 99 $53.49 7A 3C 8P L.Jndeir,..!ir(:mnd Se weir It Wateir ..................................... S ...................................................................................................................................... Tons, Under 150' Of Boom (including Jib With Attachments) Kitsap w2jr. ............................ Cranes: A -frame - 10 Tons And $50.22 7A 3C 8P L.JndeirF!ir(:mnd Seweir E....t............a.......te..r ....................................A Under Kitsap w2jr. ............................ Cranes: Friction 100 Tons $54.61 7A 3C 8P ir ir(:mind Seweir Ft Water L. J r..) d e 9 .................................................. Through 199 Tons Kitsap w2jr. .: . .. ............................ Cranes: Friction Over 200 Tons $55.17 7A 3C 8P L.j r...) d F..t Wat. .e..i.r. Kitsap w2jr. .: . .. ............................ Cranes: Over 300 Tons Or 300' $55.17 7A 3C 8P .Jr..) d e ir,,,g,i,r ur..) d Se,, e i,r F.1 Wat, ,ir, Of Boom (including Jib With Attachments) Kitsap .: ............. 2 ...... ...... ........... ............................ E�:'�w ir E uAF.2.E Cranes: Through 19 Tons With $52.58 7A 3C 8P L.Jndeir,..!ir(:mnd Seweir Ft Wateir Attachments A -frame Over 10 Tons Kitsap w2jr. ............................ Crusher $53.00 7A 3C 8P L.Jndeir,..!ir(:mnd Seweir Ft Wateir ..................................... FA .................................................. Kitsap w2jr. ............................ Deck Engineer/deck Winches $53.00 7A 3C 8P Ft J r..) d e ,.,.i ir ir(:mind weir WatP ......... ......................... .L (power) Kitsap w2jr. ............................ Derricks, On Building Work $53.49 7A 3C 8P L.j r..) d F.1 W a t..e..i.r. .. ... ......... .... ... ..... . .. Kitsap w2jr. .: . .. ............................ Dozers D-9 Et Under $52.58 7A 3C 8P L.Jndeir,..!ir(:mnd Seweir It Wateir ..................................... FA .................................................. Kitsap E�:'�w ir E uAF.2.E .: ............. 2 ...... ...... ........... ............................ Drill Oilers: Auger Type, Truck $52.58 7A 3C 8P Uindeir�..i ..................................... .!Erx.jind Seweir Ft.W..a tir. ..e.., .......... ..... ... ..... . . . Or Crane Mount Kitsap w.!2.ir, E.1'uj t.[1.1 s...-, ... . ... .. ... ... Drilling Machine $53.00 7A 3C 8P L.Jndeir,.!ir(:mnd Seweir Ft Wateir ..................................... 2 .................................................. Kitsap E�:'� w.2.ir, E.�.V.j s...-, .: . ........ . . .... ... . ... .. ... ... Elevator And Man -lift: $50.22 7A 3C 8P Uindeir�..i : ..................................... .!E�x.jind Seweir Et.W.2 t..e.E.- Permanent And Shaft Type Kitsap Egw jr, E1u.j.J[.2.E t.[1.1 ; ............. 2 .... ............................ Finishing Machine, Bidwell And $53.00 7A 3C 8P https:Hfortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 4/1/2014 Page 12 of 17 https:Hfortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 4/1/2014 L.J r.] d W a teir ..I... ......... .... ................. Gamaco Et Similar Equipment Kitsap w2jr. ............................ Forklift: 3000 Lbs And Over $52.58 7A 3C 8P ir ir(:mind Seweir Ft Water L. J r.] d e 9 .................................................. With Attachments Kitsap w2jr. .: . .. ............................ Forklifts: Under 3000 Lbs. With $50.22 7A 3C 8P L.J r.] d FI Wa t..e..i.r. Attachments Kitsap w2jr. .: . .. ............................ Grade Engineer: Using Blue $53.00 7A 3C 8P L.Jndeir,2ir(:mnd Seweir It Wateir ..................................... FA .................................................. Prints, Cut Sheets, Etc Kitsap w2jr. .: . .. ............................ Gradechecker/stakeman $50.22 7A 3C 8P L.J r.] d cw2[ FI Wat. .e..i.r. Kitsap w2jr. ............................ Guardrail Punch $53.00 7A 3C 8P it ir(:mind Seweir Ft Water L. J r.] d e 9 .................................................. Kitsap w2jr. .: . .. ............................ Hard Tail End Dump $53.49 7A 3C 8P .L. J r.] d e r­9Jr ur.] d S e,,w e i,r FI Wa t,,e,,i,r, Articulating Off- Road Equipment 45 Yards. Et Over Kitsap .: ............. 2 ...... ...... ........... ............................ E�:'�w ir E uJF.2.E Hard Tail End Dump $53.00 7A 3C 8P L.Jndeir,2ir(:mnd Seweir Ft Wateir ..................................... 2 ...................................................................................................................................... Articulating Off-road Equipment Under 45 Yards Kitsap w2jr. ............................ Horizontal/ directional Drill $52.58 7A 3C 8P L.Jndeir,2ir(:mnd Sewer It Wateir ..................................... FA .................................................. Locator Kitsap w2jr. ............................ Horizontal/directional Drill $53.00 7A 3C 8P ir ir(:mind Seweir Ft Water L. J r.] d e 9 .................................................. Operator Kitsap E�::�w ir E .............. 2 ...... ...... Hydratifts/boom Trucks Over $52.58 7A 3C 8P L.Jndeir&[2�A.[j.[j It Wateir ..................................... ....................................................... 10 Tons Kitsap E�:'�w ir E uJF.2.E ............. 2 ...... ...... �.I ........... ... Hydralifts/boom Trucks, 10 $50.22 7A 3C 8P L.Jndeir,.!ir(:mnd Seweir Et Wateir ..................................... 2 .................................................. Tons And Under Kitsap ; ............. 2 .... ............................ Egw jr, EIu.JJ[.2.E t.[1.1 Loader, Overhead 8 Yards. Et $54.04 7A 3C 8P Uindeir�..i ..................................... u in d Seweir Et.W..a t.2.ir­ Over Kitsap .: ............. 2 ...... ...... ........... ............................ E�:'�w ir E uJF.2.E Loader, Overhead, 6 Yards. But $53.49 7A 3C 8P L.Jndeir,2ir(:mnd Seweir Ft Wateir ..................................... 2 .................................................. Not Including 8 Yards Kitsap .; ............. 2 ...... ...... ........... ............................ E�:'�w it E uJ[.2.E t.[1.1 Loaders, Overhead Under 6 $53.00 7A 3C 8P Uindeir�..i .......... ..... ... ..... . . ..................................... u in d Seweir Et.W..a t..e..ir.., Yards Kitsap . ........ . . .... ... . ... .. ... ... E�:'� w.2.ir, E.�.Vj s..-, Loaders, Plant Feed $53.00 7A 3C 8P L.Jndeir,.!ir(:mnd Seweir Ft Wateir ..................................... 2 .................................................. Kitsap Egw jr, EIu.JJ[.2.E t.[1.1 ; ............. 2 .... ............................ Loaders: Elevating Type Belt $52.58 7A 3C 8P Uindeir�..i ..................................... u in d Seweir Ft W.2 t.2.ir­ Kitsap .: . ........ . . .... ... . ... .. ... ... E�:'� w.2.ir, E.�.Vj s..-, Locomotives, All $53.00 7A 3C 8P L.Jndeir,2ir(:mnd Seweir Ft Wateir ..................................... 2 .................................................. Kitsap Egw jr, EIu.JJ[.2.E t.[1.1 ; ............. 2 .... ............................ Material Transfer Device $53.00 7A 3C 8P Uindeir�..i ..................................... u in d Seweir Ft.W.2 t.2.ir­ Kitsap .: . ........ . . .... ... . ... .. ... ... E�:'� w.2.ir, E.�.Vj s..-, Mechanics, All (leadmen - $54.04 7A 3C 8P L.Jndeir,2ir(:mnd Seweir Et Wateir ..................................... .................................................. $0.50 Per Hour Over Mechanic) Kitsap ... . ... .. ... ... E�:';� w.2jr, E-Iuj t.[1.1 s..-, Motor Patrol Grader - Non- $52.58 7A 3C 8P Uindeir�..i ..................................... u in d Seweir Et.W..a t.2.ir­ finishing Kitsap E�:'�w ir E uJF.2.E .: ............. 2 ...... ...... ........... ............................ Motor Patrol Graders, Finishing $53.49 7A 3C 8P L.Jndeir,2ir(:mnd Seweir Ft Wateir ..................................... FA .................................................. Kitsap w2r. i.Jr 2.r.22.!L2t(::�irs­ ........ . . .... ... ............................ Mucking Machine, Mote, Tunnel $53.49 7A 3C 8P L.Jndeir,2ir(:mnd weir,,,, Wateir ..................................... FA ..................................................................................................................................... Drill, Boring, Road Header And/or Shield Kitsap E�:'� w.2.ir, E.�.Vj .: . ........ . . .... Oil Distributors, Blower $50.22 7A IC 8P L.Jndeir,2ir(:mnd Seweir Ft Wateir ..................................... 2 ...................................................................................................................................... Distribution Et Mulch Seeding https:Hfortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 4/1/2014 Page 13 of 17 https:Hfortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 4/1/2014 Operator I Kitsap f g rw.2.ir. ............................ Outside Hoists (elevators And $52.58 7A 3C 8P ir ir(:mind Seweir Ft Water L. J r..) d e 9 .................................................. Manlifts), Air Tuggers Kitsap w.2.ir. .: . .. ............................ Overhead, Bridge Type Crane: $53.00 7A 3C 8P LJ r...) d cw2[ F..t Wa t..e..i.r. 20 Tons Through 44 Tons Kitsap f g rw.2.ir. ............................ Overhead, Bridge Type: 100 $54.04 7A 3C 8P ir ir(:mind Seweir Et Wateir L. J r..) d e 9 .................................................. Tons And Over Kitsap w.2.ir. .: . .. ............................ Overhead, Bridge Type: 45 $53.49 7A 3C 8P Ljindeirg[2g.[�.fj Et Wateir ..................................... ....................................................... Tons Through 99 Tons Kitsap w.2.ir. .: . .. ............................ Pavement Breaker $50.22 7A 3C 8P L.Jndeir,..!ir(:mnd Seweir Ft Wateir ..................................... FA .................................................. Kitsap w.2.ir. .: . .. ............................ Pile Driver (other Than Crane $53.00 7A 3C 8P Uindeir=�A.nd Et Wateir ..................................... ....................................................... Mount) Kitsap w.2.ir. .: . .. ............................ Plant Oiler - Asphalt, Crusher $52.58 7A 3C 8P L.Jndeir,..!ir(:mnd Seweir Et Wateir ..................................... FA .................................................. Kitsap w.2.ir. .: . .. ............................ Posthole Digger, Mechanical $50.22 7A 3C 8P .L...J r..) d F.1 W a t..e..i.r. .. ... ......... .... ... ..... . .. Kitsap w2jr. ............................ Power Plant $50.22 7A 3C 8P ir ir(:mind Seweir Ft Water L. J r..) d e 9 .................................................. Kitsap E�::rw ir E �.Jr .............. ...... ...... Pumps - Water $50.22 7A 3C 8P L...J r...) d w2[ F..t Wat. .e..i.r. Kitsap E�:'�w ir E uJF.2.L .: ............. ...... ...... ........... ... Quad 9, Hd 41, D10 And Over $53.49 7A 3C 8P L.Jndeir,..!ir(:mnd Seweir Ft Wateir ..................................... 2 .................................................. Kitsap .: ............. 2 ...... ...... �.,l ........... ... E�:'�w ir E uJF.2.L Quick Tower - No Cab, Under $50.22 7A 3C 8P L.Jndeir,..!ir(:mnd Seweir Ft Wateir ..................................... 2 ...................................................................................................................................... 100 Feet In Height Based To Boom Kitsap w2jr. ............................ Remote Control Operator On $53.49 7A 3C 8P L.JnderF!r(:mnd Se.w......e..r ........t.........W........a.......te.... ....................................A ............................................................. Rubber Tired Earth Moving Equipment Kitsap ............. 2 Egw jr, E1u.j.J[.2.L t.[1.1 Rigger And Bellman $50.22 7A 3C 8P Uindeir�..i ..................................... u in d Seweir Ft.W..a t..e.L.- Kitsap E�:'�w ir E uJF.2.L .: ............. 2 ...... ...... ........... ............................ Rollagon $53.49 7A 3C 8P L.Jndeir,..!ir(:mnd Seweir Ft Wateir ..................................... 2 .................................................. Kitsap Egw jr, E1u.j.J[.2.L t.[1.1 ; ............. 2 .... ............................ Roller, Other Than Plant Mix $50.22 7A 3C 8P Uindeir�..i ..................................... u in d Seweir Ft.W..a t..e..ir.., .......... ..... ... ..... . . Kitsap .: ............. 2 ...... ...... ........... ............................ E�:'�w ir E uJF.2.L Roller, Plant Mix Or Multi -lift $52.58 7A 3C 8P L.Jndeir,..!ir(:mnd Seweir Ft Wateir ..................................... 2 .................................................. Materials Kitsap ; ............. 2 .... ............................ Egw jr, E1u.j.J[.2.L t.[1.1 Roto -mill, Roto -grinder $53.00 7A 3C 8P Uindeir�..i ..................................... u in d Seweir Ft.W..a t..e.L.- Kitsap .: ............. 2 ...... ...... ........... ............................ E�:'�w ir E uJF.2.L Saws - Concrete $52.58 7A 3C 8P L.Jndeir,..!ir(:mnd Seweir Ft Wateir ..................................... .................................................. Kitsap Egw jr, E1u.j.J[.2.L t.[1.1 ; ............. 2 Scraper, Self Propelled Under $53.00 7A 3C 8P Uindeir�..i ..................................... u in d Seweir Et.W..a t..e.L.- 45 Yards Kitsap E�:'�w ir E uJF.2.L ............. 2 ...... ...... ........... ... Scrapers - Concrete Et Carry All $52.58 7A 3C 8P ir ir(:mind Seweir Ft Water L. J r..) d e 9 .................................................. Kitsap w2r. i.Jr ......... . .... ... Scrapers, Self-propelled: 45 $53.49 7A 3C 8P L...J r...) d ty2[ F.1 W a tf..J.r. Yards And Over Kitsap w2jr. ............................ Service Engineers - Equipment $52.58 7A 3C 8P it ir(:mind Seweir Ft Water L. J r..) d e 9 .................................................. Kitsap w2r. i.Jr ......... . .... ... ................. ........... Shotcrete/gunite Equipment $50.22 7A 3C 8P https:Hfortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 4/1/2014 Page 14 of 17 https:Hfortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 4/1/2014 L.J r.] d F1 W a tf..i.r. .. ... ......... .... ... ..... . .. Kitsap fg rwfir. ............................ Shovel , Excavator, Backhoe, $52.58 7A 3C 8P LJ r]d e r(:mind Seweir ...t.........W........a.......te.r.. . . Tractors Under 15 Metric Tons. Kitsap wfir. .: . .. ............................ Shovel, Excavator, Backhoe: $53.49 7A 3C 8P .L. J r.] d e ir-g,ir ur--) d Se,, e i,r F1 Wat,, ,,!r, Over 30 Metric Tons To 50 Metric Tons I Kitsap .: ............. 2 ...... ...... ........... ............................ E�:'�w ir E uAF.2.E Shovel, Excavator, Backhoes, $53.00 7A 3C 8P L.Jndeir,2ir(:mnd Seweir Ft Wateir ..................................... 2 .................................................. Tractors: 15 To 30 Metric Tons Kitsap .: . ........ . . .... ... . ... .. ... ... E�:'� wfjr, E-�-Vj s..-, Shovel, Excavator, Backhoes: $54.04 7A 3C 8P L.Jndeir,2ir(:mnd Seweir Ft Wateir Over 50 Metric Tons To 90 Metric Tons Kitsap wfir. ............................ Shovel, Excavator, Backhoes: $54.61 7A 3C 8P L.JnderF2r(:mnd Seweir ...t.........W........a.......ter ....................................A Over 90 Metric Tons Kitsap wfir. .: . .. ............................ Slipform Pavers $53.49 7A 3C 8P L.Jndeir,2ir(:mnd Sewer It Wateir ..................................... FA .................................................. Kitsap E�::�w ir E .............. 2 ...... ...... Spreader, Topsider Et $53.49 7A 3C 8P ir ir(:mind Seweir Et Wateir L. J r.] d e 9 .................................................. Screedman Kitsap E�::�w ir E .............. 2 ...... ...... Subgrader Trimmer $53.00 7A 3C 8P L.j r.] d ty�2[ It W a t..e..i.r. Kitsap wfir. .: . .. ............................ Tower Bucket Elevators $52.58 7A 3C 8P L.Jndeir,2ir(:mnd Seweir Ft Wateir ..................................... FA .................................................. Kitsap wfir. .: . .. ............................ Tower Crane Over 175'in $54.61 7A 3C 8P Ljndeir&[2�A.[j.[j It Wateir ..................................... ....................................................... Height, Base To Boom Kitsap .: ............. 2 ...... ...... �1 ........... ............................ E�:'�w ir E uAF.2.E Tower Crane Up To 175' In $54.04 7A 3C 8P L.Jndeir,2ir(:mnd Seweir Ft Wateir ..................................... .................................................. Height Base To Boom Kitsap E�:';� w.2jr, E-1'uj ,!r t;,,,, s..-, ... . ... .. ... ... Transporters, All Track Or $53.49 7A 3C 8P Uindeir�..i ..................................... u in d Seweir Et.W..a tf..ir- Truck Type Kitsap E�:'�w ir E uAF.2.E .: ............. 2 ...... ...... ........... ............................ Trenching Machines $52.58 7A 3C 8P L.Jndeir,2ir(:mnd Seweir Et Wateir ..................................... .................................................. Kitsap . ... ... E�:';� w.2jr, E-1'uj ,!r t;,,,, ...... .. s..-, Truck Crane Oiler/driver - 100 $53.00 7A 3C 8P Uindeir�..i ..................................... u in d eweir Et.W..a tf..r- .......... ..... ... ..... . . Tons And Over Kitsap E�:'�w ir E uAF.2.E .: ............. 2 ...... ...... ........... ............................ Truck Crane Oiler/driver Under $52.58 7A 3C 8P L.Jndeir,2ir(:mnd Seweir Et Wateir ..................................... 2 .................................................. 100 Tons Kitsap ; ............. 2 .... ............................ Egw jr, E1u.j-J[.2.E t.[j.j Truck Mount Portable Conveyor $53.00 7A 3C 8P Uindeir�..i ..................................... u in d Seweir Ft.W.2 tf..ir- Kitsap E�:'� wfjr, E-�-Vj s..-, .: . ........ . . .... ... . ... .. ... ... Welder $53.49 7A 3C 8P L.Jndeir,2ir(:mnd Seweir Ft Wateir ..................................... 2 .................................................. Kitsap ; ............. 2 .... ............................ Egw jr, E1u.j-J[.2.E t.[j.j Wheel Tractors, Farmall Type $50.22 7A 3C 8P Uindeir�..i ..................................... u in d Seweir Ft.W.2 tf..ir- Kitsap E�:'�w ir E uAF.2.E .: ............. 2 ...... ...... ........... ............................ Yo Yo Pay Dozer $53.00 7A 3C 8P L.Jndeir,2ir(:mnd Seweir Ft Wateir ..................................... 2 .................................................. Kitsap E�:)weir I �ine Clearance Firee :)weir Journey Level In Charge $44.86 5A 4A "I'r tir. s. Kitsap E�:)weir I �ine Clearairice ?,,,,,,_Fire .: ........................................................................................................................................................... Spray Person $42.58 5A 4A "I".ir. e..ir. s. Kitsap E�:)weir I �ine Clearance Firee :)weir Tree Equipment Operator $44.86 5A 4A "I"L. e..ir. s. Kitsap E�:)weir I �ine Clearairice Firee .: ........................................................................................................................................................... Tree Trimmer $40.08 5A 4A "I".ir. e..ir. s. Kitsap E�:)weir I �ine Clearance Firee :)weir Tree Trimmer Groundperson $30.20 5A 4A https:Hfortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 4/1/2014 Page 15 of 17 https:Hfortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 4/1/2014 I"..ir. e..r. s. Kitsap I2 L� �..i Lir Et A�ir ..... .... ...................................................... C(wij� (-irin'Mec�hairucs 1� 2 E! S Mechanic $62.57 5A 1G Kitsap .��deint�al 131dck Mas(::wi 2.F ............................................................................................................................ Journey Level $17.04 1 Kitsap f. 2. %deintial Cair.r.22!Ljj2.L. Journey Level $39.62 5D 1M Kitsap 2.F d e r.]. tJ a I C e.l.].'.). e..ir.] t M a s s. Journey Level $30.87 1 Kitsap �.r.21llcat(::ws 2. ideintlial 1) ir.y. aj.� Ajr ...................................... Journey Level $39.62 5D 1M Kitsap2.F .�ideint�al Cit ! . . . . ..... jr Journey Level $20.00 1 Kitsap f 2. 1 d e r.). tJ a I E 1.2 c t...r..J c.J ire s., Journey Level $27.00 1 Kitsap2.F .�ideintal Glazie " i ' r s " Journey Level $53.76 7L ly Kitsap �2. i d caer.). tJ a ,1,,,,11.1.] s.1.j I a IJ ..tws.................................. Journey Level $13.96 1 Kitsap I g. i d e r.). tJ a I I a b ei.r s� Journey Level $16.89 1 Kitsap 2.FJourney d e r.]. tJ a I M a..i.r b I e S e t tf..ir. s. Level $17.04 1 Kitsap f. 2. 1 d e r.). tJ a 1 1::1 a..J.ir.] t e..i.r � Journey Level $19.52 1 Kitsap .��deint�al 1)[girnbeirs Et Inc.F .......................................................................................................................... Eir.12.f] I 12.ir. a Journey Level $21.11 1 Kitsap ..�fide. r.). tJ a I �.R.,..e f..ir. ft..� Aiir 2.F . fide. . ... . ..... . .. .. . ..... ........................................................................ C(wid1i..(.:-ir.c�hain�cs 2 11'.n Me S, Journey Level $17.64 1 Kitsap 2.F d e..i.r] tJ Irmt M e t a W .................................................. Journey Level (Field or Shop) $28.95 1 Kitsap f. 2. 1 d..eintlat S(::ft I2..Y..t[. Journey Level $19.38 1 Kitsap .��deintial Sr.�L�inkleir 1:::jtteirs 2.F ................................... ............ ........ ................................................................................ If hire11.ir(:Aectk::wi.). Journey Level $27.74 1 Kitsap 2.F e r.). ta t SMss, Journey Level $50.12 5A 1M - Kitsap I g. i d e r.). tJ a ,I,,,,;;;[; f...r..i.r..a.Z.z. e..ir. s. Journey Level $9.32 1 Kitsap , i,a " 2.F.�e r i t I e i r r e [:::�ruisLie .ra Journey Level $30.26 1i,"a"' Kitsap 2.F d e r.]. tJ a I [J I e S e tl e..ir. s. Journey Level $31.14 1 Kitsap 2�:)feirs .; ......................... I Journey Level $44.71 5A 3H Kitsap 2�:)feirs ......................... Using Irritable Bituminous Materials $47.71 5A 3H Kitsap !1eet Meta[ W(::wkeirs ..................................................................................................................... Journey Level (Field or Shop) $69.37 7F 1 E Kitsap i �...t ir t1jjp.Lgj1d !irg CARPENTER $19.29 1 Kitsap .......... � 42 ELECTRICIAN $25.53 1 Kitsap jr,jjp .1 .L1AJ.WLr..j1A a L!Lr 2 R �2� . Heat Et Frost Insulator $58.93 5J is Kitsap d i p Laborer $19.64 1 Kitsap i1j1p.LlAJdI !iirig �.t.Jr.j�r.2 f. fr.2�2 � ir MACHINIST $19.29 1 Kitsap t � ...... ilir .... !ljI[.�Aj. �4 2rl�l OPERATOR $19.44 1 Kitsap .. .. . C! i �...t ir jljIr.�.L�Ajl �irg .......... Painter $37.80 6Z 2B Kitsap t1jjp.Lgj1d !irg J.1 .. . . . . . . ir PIPEFITTER $19.29 1 Kitsap .......... ir RIGGER $19.29 1 Kitsap .. .... ........ t1jjp.Lgj1 �irg .......... Sheet Metal $22.21 Kitsap...... ...... . . . . . . ir SHIPFITTER $19.29 1 Kitsap .L1AJ.tCjLr..j1A a L!Lr 2. �2.1 jaj p R WELDER/BURNER $19.29 1 Kitsap !.nstalleirs ... .... .................................................... �L!S�2.LF Journey Level $20. 1 https:Hfortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 4/1/2014 Page 16 of 17 https:Hfortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 4/l/2014 Ia LC U.. Kitsap Journey Levet $9.32 1 E I e c t a 1.). ............... Kitsap �:�f F:'(:xw I y2L.F .: t. I (: i a... .� Journey Levet $42.15 5A 3D Kitsap �:)ilair C(::�intir(:As F"(::w Mnd(::ws ............................................................................................................................................................. Journey Levet $10.31 1 Kitsap J:::ftteirs , ire ....................................... f .................... Journey Levet $69.59 5C ix Kitsap .... ....... ff Journey Levet $13.23 1 .ir.jc ............................................................. Kitsap L...rine Mas(�ins ............................................................... Journey Levet $50.12 5A LM Kitsap I!Le?,t;,,,, ..t A........r..i.... .F.la.......r.-sI.I....(.:.:rl Journey Levet $16.00 1 Kitsap Assistant Construction Site $52.58 7A 3C 8P Surveyor Kitsap Chainman $52.06 7A 3C 8P Kitsap$53.49 Construction Site Surveyor 7A 3C 8P Kitsap ................... ...................................................................... Journey Levet $40.82 7E JE ec ...... .... .... Kitsap I�2!2.j.pb.:Y: ....n...e...........I......i...n.e...........0 ..(:.....ist.r ......c.t..k...:: .�.n........-. Cable Splicer 36.01 5A 26 .............................................. tSde Kitsap .................I.........�ine C (::wi stir uct k::r in - .................................................................................................................. Hole Digger/Ground Person $20.05 5A 26 .............................................. sd Kitsap I �ine C (wi stir uct k::� in - ............................................................................................................................................ Installer (Repairer) $34.50 5A 26 .............................................. Kitsap ............I.......iine C (::wi stir uct i(::r in ............................................................................................... .............. Special Aparatus Installer 1 $36.01 5A 26 .............................................. Kitsap I iine C (::wi stir uct i(::� in ................................................................................................................... .............. Special Apparatus Installer 11 $35.27 5A 26 0..............................................j S Kitsap ............I.......iine C (::wi stir uct k::r in ........................................................................................................................ Telephone Equipment Operator $36.01 5A 26 Q.-Ij IsJ d e. (Heavy) Kitsap I iine C (wi stir uct k::� in - ............................................................................................................................................ Telephone Equipment Operator $33.47 5A - - 26 Outs� j ............................... f.2 (Light) I Kitsap ............I.......iine C (::wi stir uct k::r in - ........................................................................................................................ Telephone Lineperson $33.47 5A 26 .............................................. Kitsap I iine C (::wi stir uct k::� in - ............................................................................................................................................ Television Groundperson $19.04 5A 26 0 t s ifif Kitsap ............I.......iine C (::wi stir uct k::r in - ........................................................................................................................ Television Lineperson/Instatter $25.27 5A 26 .............................................. Kitsap I iine C (::wi stir uct k::� in - ............................................................................................................................................ Television System Technician $30.20 5A 26 Outsiij.2 ............................................. Kitsap ............I.......iine C (::wi stir uct k::r in - ........................................................................................................................ Television Technician $27.09 5A 26 .............................................. Kitsap I�2!2.j.pb.:Y: ....n...e...........I......i...n.e...........0 ..(:.....ist.r ......c.t..k...:: .�.n........-. Tree Trimmer 33.47 5A 26 .............................................. tSde Kitsap );;fni a z z e..ir. s. Journey Levet $46.96 5A im Kitsap lRe Setters ............................................................... Journey Levet $46.96 5A im Kitsap IJ t.2, Mairbile ft Feirirazz(::� ... .................................................................................................................. Journey Levet $12.00 1 Kitsap I.Lijffic Q::w%r(A Stidi..2 e i r, s. ................................................................................................. F Journey Levet $42.33 7A 1K https:Hfortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 4/l/2014 Page 17 of 17 Kitsap ;;;Ir,u;1, ;Il�,,,,,l'.)d,v ?Ir �, Asphalt Mix Over 16 Yards (W. WA -Joint Council 28) $48.87 5D 3A 8L Kitsap ;;;Ir,u;1, ;Il�,,,,,l,�,ini,v,?Ir�, Asphalt Mix To 16 Yards (W. WA -Joint Council 28) $48.03 5D 3A 8L Kitsap ;;;Ir,u;1, ;Il�,,,,,l'.)d,v ?Ir �, Dump Truck $19.60 1 Kitsap iL1.1clk 1 idyeir � Dump Truck And Trailer $19.60 1 Kitsap ;;;Ir,u;1, ;Il�,,,,,l,�,ini,v,?Ir�, Other Trucks $18.37 1 Kitsap iE1.1clk 1 dv irs Transit Mixer $20.79 1 Kitsap ......... ............ ......... k,I,l,,,,Dr;ii,ller,s,,, Ilr;ii�� ,t.;ii�;:rir�,lFlurnp, Iir stalleirs ........................................................ Irrigation Pump Installer $13.17 1 Kitsap F.......G:Ir;l%,,,lr..........ll,lr,lr;ii,.:ai,„rir.....lf;g,u,ir::i..lra, „„ ir.] s La iic^ir s. Oiler 14.08 1 Kitsap ........ ............ ......... k.I.l,,,,.Dr;iiller,s,,. Ilr;ii�� ,t.;ii�;:rir�,lFlurnp, ir]SLaII ^ir . Well Driller $14.40 1 https:Hfortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 4/1/2014 (This page intentionally left blank) 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 03/05/2014 Edition, Published February 5th, 2013 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 1. Metal rectangular frames, solid metal covers, herringbone grates, and bi-directional vaned grates for Catch Basin Types 1, 1 L, 1 P, and 2 and Concrete Inlets. See Std. Plans 2. Metai circular trames (rings) ana covers, circular grates, and prefabricated ladders for Manhole Types 1, 2, and 3, 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. YES NO 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. 6. Corrugated Steel Pipe - Steel lock seam corrugated pipe for culverts and storm sewers, sizes 30 inch X to 120 inches in diameter. May also be treated, 1 thru 5. ------------------------------------------------------------------------------------------------ ------ --- --------- 7. Corrugated Aluminum Pipe - Aluminum lock seam corrugated pipe for culverts and storm sewers, sizes 30 inch to 120 inches in X diameter. May also be treated, #5. Supplemental to Wage Rates 2 03/05/2014 Edition, Published February 5th, 2013 ITEM DESCRIPTION 8. Anchor Bolts & Nuts - Anchor Bolts and Nuts, for mounting sign structures, luminaries and other items, shall be made from commercial bolt stock. See Contract Plans and Std. Plans for size and material type. YES NO 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 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 sections and flat top slabs. See Std. Plans. 15. Precast Drywell Types 1, 2, Sections. See Std. Plans. with cones and adjustment 16. Precast Catch Basin - Catch Basin type 1, 1 L, 1 P, and 2 With adjustment sections. See Std. Plans. Supplemental to Wage Rates 03/05/2014 Edition, Published February 5th, 2013 Li 91 91 3 ITEM DESCRIPTION 17. Precast Concrete Inlet - with adjustment sections, See Std. Plans YES NO Q 18. Precast Drop Inlet Type 1 and 2 with metal grate supports. See Std. Plans. X 19. Precast Grate Inlet Type 2 with extension and top units. See Std. Plans X 20. Metal frames, vaned grates, and hoods for Combination Inlets. See Std. Plans 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. X Fabrication plant has annual approval for methods and materials to be used Supplemental to Wage Rates 4 03/05/2014 Edition, Published February 5th, 2013 ITEM DESCRIPTION 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 YES NO 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 x 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. Supplemental to Wage Rates 5 03/05/2014 Edition, Published February 5th, 2013 ITEM DESCRIPTION 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 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. Shop drawings for 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 shall be galvanized after fabrication in accordance with AASHTO-M-111. YES NO 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 03/05/2014 Edition, Published February 5th, 2013 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 Supplemental to Wage Rates 7 03/05/2014 Edition, Published February 5th, 2013 Custom Std Signing - --- ------ ------ -- -------------------------- ----------------- Message ------------------------ Message 43. Cutting & bending reinforcing steel X - 44. ------------------------------------------------------------------------------ Guardrail components ------------------ ------------------------ X .---------------------- --- -------44. X ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Custom Standard End Sec I 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 ------------------ ------------------------ .---------------------- --- --------48. X - 49. ------------------------------------------------------------------------------ treated or untreated timber pile ------------------ ------------------------ .---------------------- --- -------49. X - 50. ---------------------------------------------------------------------------- Girder pads (elastomeric bearing) ------------------ -------- ---- x ..------------. - 51. ----------------------------------------------------------------------------- Standard Dimension lumber ------------------ --------- ---- ..----------. X - 52. ------------------------------------------------------------------------------ Irrigation components ------------------ --------- ---- ..----------. X Supplemental to Wage Rates 7 03/05/2014 Edition, Published February 5th, 2013 ITEM DESCRIPTION 53. Fencing materials ------------------------------------------------------------------- 54 Guide Posts 55. Traffic Buttons 56. Epoxy ----------------------------------------------------------------------------------------------- 57 Cribbing 58 Water distribution materials 59. Steel "H" piles 60. Steel pipe for concrete pile casings --------------------------------------------------------------------------------------------------------------------- 61 Steel pile tips, standard --------------------------------------------------------------------------------------------------------------------- 62 Steel pile tips, custom YES NO 91 Prefabricated items specifically produced for public works projects that are prefabricated in a county other than the county wherein the public works project is to be completed, the wage for the offsite prefabrication shall be the applicable prevailing wage for the county in which the actual prefabrication takes place. It is the manufacturer of the prefabricated product to verify that the correct county wage rates are applied to work they perform. See RCW 39.12. 010 (The definition of 'locality" in RCW 39.12.010(2) contains the phrase "wherein the physical work is being performed." The department interprets this phrase to mean the actual work site. Supplemental to Wage Rates 8 03/05/2014 Edition, Published February 5th, 2013 WSDOT's List of State Occupations not applicable to Heavy and Highway Construction Projects This project is subject to the state hourly minimum rates for wages and fringe benefits in the contract provisions, as provided by the state Department of Labor and Industries. The following list of occupations, is comprised of those occupations that are not normally used in the construction of heavy and highway projects. When considering job classifications for use and / or payment when bidding on, or building heavy and highway construction projects for, or administered by WSDOT, these Occupations will be excepted from the included "Washington State Prevailing Wage Rates For Public Work Contracts" documents. • Building Service Employees • Electrical Fixture Maintenance Workers • Electricians - Motor Shop • Heating Equipment Mechanics • Industrial Engine and Machine Mechanics • Industrial Power Vacuum Cleaners • Inspection, Cleaning, Sealing of Water Systems by Remote Control • Laborers - Underground Sewer & Water • Machinists (Hydroelectric Site Work) • Modular Buildings • Playground & Park Equipment Installers • Power Equipment Operators - Underground Sewer & Water • Residential *** ALL ASSOCIATED RATES *** • Sign Makers and Installers (Non -Electrical) • Sign Makers and Installers (Electrical) • Stage Rigging Mechanics (Non Structural) The following occupations may be used only as outlined in the preceding text concerning "WSDOT's list for Suppliers - Manufacturers - Fabricators" • Fabricated Precast Concrete Products • Metal Fabrication (In Shop) Definitions for the Scope of Work for prevailing wages may be found at the Washington State Department of Labor and Industries web site and in WAC Chapter 296-127. Supplemental to Wage Rates 9 03/05/2014 Edition, Published February 5th, 2013 Washington State Department of Labor and Industries Policy Statements (Regarding Production and Delivery of Gravel, Concrete, Asphalt, etc.) WAC 296-127-018 Agency filings affecting this section Coverage and exemptions of workers involved in the production and delivery of gravel, concrete, asphalt, or similar materials. (1) The materials covered under this section include but are not limited to: Sand, gravel, crushed rock, concrete, asphalt, or other similar materials. (2) All workers, regardless of by whom employed, are subject to the provisions of chapter 39.12 RCW when they perform any or all of the following functions: (a) They deliver or discharge any of the above -listed materials to a public works project site: (i) At one or more point(s) directly upon the location where the material will be incorporated into the project; or (ii) At multiple points at the project; or (iii) Adjacent to the location and coordinated with the incorporation of those materials. (b) They wait at or near a public works project site to perform any tasks subject to this section of the rule. (c) They remove any materials from a public works construction site pursuant to contract requirements or specifications (e.g., excavated materials, materials from demolished structures, clean-up materials, etc.). (d) They work in a materials production facility (e.g., batch plant, borrow pit, rock quarry, etc.,) which is established for a public works project for the specific, but not necessarily exclusive, purpose of supplying materials for the project. (e) They deliver concrete to a public works site regardless of the method of incorporation. (f) They assist or participate in the incorporation of any materials into the public works project. Supplemental to Wage Rates 10 03/05/2014 Edition, Published February 5th, 2013 (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 11 03/05/2014 Edition, Published February 5th, 2013 Overtime Codes Overtime calculations are based on the hourly rate actually paid to the worker. On public works projects, the hourly rate must be not less than the prevailing rate of wage minus the hourly rate of the cost of fringe benefits actually provided for the worker. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. B. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. C. The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other overtime hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. D. The first two (2) hours before or after a five -eight (8) hour workweek day or a four -ten (10) hour workweek day and the first eight (8) hours worked the next day after either workweek shall be paid at one and one-half times the hourly rate of wage. All additional hours worked and all worked on Sundays and holidays shall be paid at double the hourly rate of wage. E. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. F. The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other overtime hours worked, except Labor Day, shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. G. The first ten (10) hours worked on Saturdays and the first ten (10) hours worked on a fifth calendar weekday in a four -ten hour schedule, shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of ten (10) hours per day Monday through Saturday and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. H. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions or equipment breakdown) shall be paid at one and one-half times the hourly rate of wage. All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. L All hours worked on Sundays and holidays shall also be paid at double the hourly rate of wage. 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. 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. O. The first ten (10) hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays, holidays and after twelve (12) hours, Monday through Friday and after ten (10) hours on Saturday shall be paid at double the hourly rate of wage. 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. 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 approval on a scheduled workday during the workweek shall be paid at the straight -time rate until they have worked 8 hours in a day (10 in a 4 x 10 workweek) or 40 hours during that workweek.) All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and Labor Day shall be paid at double the hourly rate of wage. Z. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid the straight time rate of pay in addition to holiday pay. 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. O. All hours worked on Sundays and holidays shall be paid at one and one-half times the hourly rate of wage. R. All hours worked on Sundays and holidays and all hours worked over sixty (60) in one week shall be paid at double the hourly rate of wage. U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked over 12 hours in a day or on Sundays and holidays shall be paid at double the hourly rate of wage. W. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. On a four-day, ten-hour weekly schedule, either Monday thru Thursday or Tuesday thru Friday schedule, all hours worked after ten shall be paid at double the hourly rate of wage. The first eight (8) hours worked on the fifth day shall be paid at one and one-half times the hourly rate of wage. All other hours worked on the fifth, sixth, and seventh days and on holidays shall be paid at double the hourly rate of wage. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. A. Work performed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or outside the normal shift, and all work on Saturdays shall be paid at time and one-half the straight time rate. Hours worked over twelve hours (12) in a single shift and all work performed after 6:00 pm Saturday to 6:00 am Monday and holidays shall be paid at double the straight time rate of pay. Any shift starting between the hours of 6:00 pm and midnight shall receive an additional one dollar ($1.00) per hour for all hours worked that shift. The employer shall have the sole discretion to assign overtime work to employees. Primary consideration for overtime work shall be given to employees regularly assigned to the work to be performed on overtime situations. After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight (8) hours or more. B. 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, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. C. Work performed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or outside the normal shift, and all work on Saturdays shall be paid at one and one-half times the hourly rate of wage. All work performed after 6:00 pm Saturday to 5:00 am Monday and Holidays shall be paid at double the hourly rate of wage. After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight (8) hours or more. D. All hours worked between the hours of 6:00 pm and 6:00 am, Monday through Saturday, shall be paid at a premium rate of 15% over the hourly rate of wage. All other hours worked after 6:00 am on Saturdays, shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. E. All hours worked Sundays and holidays shall be paid at double the hourly rate of wage. Each week, once 40 hours of straight time work is achieved, then any hours worked over 10 hours per day Monday through Saturday shall be paid at double the hourly wage rate. F. All hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sunday shall be paid at two times the hourly rate of wage. All hours worked on paid holidays shall be paid at two and one-half times the hourly rate of wage including holiday pay. H. All work performed on Sundays between March 16th and October 14th and all Holidays shall be compensated for at two (2) times the regular rate of pay. Work performed on Sundays between October 15th and March 15th shall be compensated at one and one half (1-1/2) times the regular rate of pay. L All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. In the event the job is down due to weather conditions during a five day work week (Monday through Friday,) or a four day -ten hour work week (Tuesday through Friday,) then Saturday may be worked as a voluntary make-up day at the straight time rate. However, Saturday shall not be utilized as a make-up day when a holiday falls on Friday. All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. 4. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. A. All hours worked in excess of eight (8) hours per day or forty (40) hours per week shall be paid at double the hourly rate of wage. All hours worked on Saturdays, Sundays and holidays shall be paid at double the hourly rate of wage. 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). 5. H. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Day after Thanksgiving Day, And Christmas (6). L Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, Friday after Thanksgiving Day, Christmas Eve Day, And Christmas Day (7). K. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, The Day Before Christmas, And Christmas Day (9). L. Holidays: New Year's Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, And Christmas Day (8). N. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day, The Friday After Thanksgiving Day, And Christmas Day (9). P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday And Saturday After Thanksgiving Day, The Day Before Christmas, And Christmas Day (9). If A Holiday Falls On Sunday, The Following Monday Shall Be Considered As A Holiday. Q. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). R. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Day After Thanksgiving Day, One -Half Day Before Christmas Day, And Christmas Day. (7 1/2). S. Paid Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, And Christmas Day (7). T. Paid Holidays: New Year's Day, Washington's Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, Christmas Day, And The Day Before Or After Christmas (9). Z. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). Holiday Codes Continued 6. A. Paid Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, And Christmas Day (8). E. Paid Holidays: New Year's Day, Day Before Or After New Year's Day, Presidents Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Day After Thanksgiving Day, Christmas Day, And A Half -Day On Christmas Eve Day. (9 1/2). G. Paid Holidays: New Year's Day, Martin Luther King Jr. Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day, The Friday After Thanksgiving Day, Christmas Day, And Christmas Eve Day (11). 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). 6. L Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, And Christmas Day (7). T. Paid Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, The Last Working Day Before Christmas Day, And Christmas Day (9). Z. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, And Christmas Day (7). If a holiday falls on Saturday, the preceding Friday shall be considered as the holiday. If a holiday falls on Sunday, the following Monday shall be considered as the holiday. Holiday Codes Continued A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday And Saturday After Thanksgiving Day, And Christmas Day (8). Any Holiday Which Falls On A Sunday Shall Be Observed As A Holiday On The Following Monday. If any of the listed holidays falls on a Saturday, the preceding Friday shall be a regular work day. B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. C. Holidays: New Year's Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. D. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veteran's Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). Unpaid Holidays: President's Day. Any paid holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any paid holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. E. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. F. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the last working day before Christmas day and Christmas day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. G. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. H. Holidays: New Year's Day, Martin Luther King Jr. Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day (9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. L 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. 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. O. 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. R. Paid Holidays: New Year's Day, the day after or before New Year's Day, President's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and the day after or before Christmas Day (10). If any of the listed holidays fall on Saturday, the preceding Friday shall be observed as the holiday. If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, Christmas Day, The Day After Christmas, And A Floating Holiday (9). If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. Note Codes 8. 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. R. Effective August 31, 2012 — A Traffic Control Supervisor shall be present on the project whenever flagging or spotting or other traffic control labor is being utilized. A Traffic Control Laborer performs the setup, maintenance and removal of all temporary traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian traffic during construction operations. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon, Montana, or Idaho. These classifications are only effective on or after August 31, 2012. S. Effective August 31, 2012 — A Traffic Control Supervisor shall be present on the project whenever flagging or spotting or other traffic control labor is being utilized. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon, Montana, or Idaho. This classification is only effective on or after August 31, 2012. T. Effective August 31, 2012 — A Traffic Control Laborer performs the setup, maintenance and removal of all temporary traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian traffic during construction operations. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon, Montana, or Idaho. This classification is only effective on or after August 31, 2012. (This page intentionally left blank) /_1»=1LlI571A:3 CONSTRUCTION FORMS (This page intentionally left blank) 0 o c CL U C O a) n O cn m<n C: c m a) E E a s a� 0 m m E E co co E E L a U) (n U) U) L .0 c c a) N cc 4.� C: c O O c 0 E E is d d > : 5 m t6 t6 O c a) a`) 0 6 m m E E a) () -0 +L w O) C a) a) o "= c a) a) > L > j O G a) L 0 a) O >a) U Cal a a) c 0 9) ❑. N `o Q U) O U 2 C: O U T a cu N `0 O O m d 2 O O Q >c>0 O d U) L 0 0 3 C Y O N O O oS U) N C a) L C-10 0 .r- C C L_T = C G � N O ?i N N U o 0 C N � N C p L a O) O C U C U C O ° E E C D L UCo o E N 0 0 U) O o 0 o N '+,G+ U a a) N N 4_- C d U c C V UU) N a U c a to a) m n c a) m W «V C U) m E c o 0 c v N � N � w Y j E U N O- N o o F o " N m c a c a E a� E E Em� d a) U c U_ 3 ) •p E m m 'n Ecu c m y N `m E cm E o` 3 o U C U) UO Y c N O C U N L U N O C E O E n. � c a o a) _a U0 E a) c � a .n > .o Q a)� a� c c O N E Y - CO) 2E ` Z aD O U m F- (n O N O d Y Z a) as X ~ W a A E Cl. U � E 0 O co U 0 c C: O O U d O U N «L 0 a) N O_ E O U a) m l0— U a) U a5 •�- U) CL 0 = Z C O a) n O cn m<n C: c m a) E E a s a� 0 m m E E co co E E L a U) (n U) U) L .0 c c a) N cc 4.� C: c O O c 0 E E is d d > : 5 m t6 t6 O c a) a`) 0 6 m m E E a) () -0 +L w O) C a) a) o "= c a) a) > L > j O G a) L 0 a) O >a) U Cal a a) c 0 9) ❑. N `o Q U) O U 2 C: O U T a cu N `0 O O m d 2 O O Q >c>0 O d U) L 0 0 3 C Y O N O O oS U) N C a) L C-10 0 .r- C C L_T = C G � N O ?i N N U o 0 C N � N C p L a O) O C U C U C O ° E E C D L UCo o E N 0 0 U) O o 0 o N '+,G+ U a a) N N 4_- C d U c C V UU) N a U c a to a) m n c a) m W «V C U) m E c o 0 c v N � N � w Y j E U N O- N o o F o " N m c a c a E a� E E Em� d a) U c U_ 3 ) •p E m m 'n Ecu c m y N `m E cm E o` 3 o U C U) UO Y c N O C U N L U N O C E O E n. � c a o Project Title: Contractor: CITY OF BREMERTON REQUEST FOR INFORMATION Log No. (Unique, Chronological) Project No.: Contract Date: (For Contractor's Use) Date: Subject: Information Description: Contractor's Authorized Signature: (For Owner's Use) Date: Subject: Information Description: Owner's Authorized Signature: Page of ab, Forms, RIF, 5-01 Distribution: 1. Contractor 2. Inspector 3. Project File CITY OF BREMERTON WCD#: PROJECT: CONTRACTOR: WORK CHANGE DIRECTIVE Page Of Project #: Date: YOU ARE DIRECTED TO PROCEED PROMPTLY WITH THE FOLLOWING CHANGE(S): ATTACHMENT(S): If a claim is made that the above change(s) have affected Contract Price or Contract Times any claim for a Change Order is based thereon will involve one or more of the following methods of determining the effect of the change(s). The Change Order will be executed in accordance with Section 1-04.4 of the WSDOT Standard Specifications, or Article 10 of the General Conditions. Method of determining change in Contract Price: ❑ Unit Price ❑ Lump Sum ❑ Time & Materials ❑ Other: Estimated increase (decrease) in Contract Price: If the change involves an increase, the estimated amount is not to be exceeded without further authorization. RECOMMENDED: CONTRACTOR Bv: ab, FORMS, Work Change Directive, 3-00 Method of determining change in Contract Times: ❑ Contractor's Records ❑ Engineer's Records ❑ Other: Estimated increase (decrease) in Contract Times: Substantial Completion: days; Ready for final payment: days; If the change involves an increase, the estimated times are not to be exceeded without further authorization. AUTHORIZED: By: CITY OF BREMERTON APPENDIX C CONSTRUCTION PLANS (This page intentionally left blank) /.1»=1LlI571:��7 LABOR STANDARDS FOR DAVIS BACON AND RELATED ACTS (This page intentionally left blank) Federal Labor Standards Provisions 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 assistance. A. 1. (i) Minimum Wages. All laborers and mechanics 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 issued by the Secretary of Labor under the Copeland Act (29 CFR Part 3), the full amount of wages and bona fide fringe benefits (or cash equivalents thereof) due at time of payment computed at rates not less than those contained in the wage determination of the Secretary of Labor which is attached hereto and made a part hereof, regardless 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 -Bacon 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 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 29 CFR 5.5(a)(4). 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 accurately set forth the time spent in each classification in which work is performed. The wage determination (including any additional 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 determination. HUD shall approve an additional classification and wage rate and fringe benefits therefor only when the following criteria have been met: U.S. Department of Housing and Urban Development Office of Labor Relations (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 benefits, bears a reasonable relationship to the wage rates contained in the wage determination. (b) If the contractor and the laborers and mechanics to be employed in the classification (if known), or their representatives, and HUD or its designee agree 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 HUD or its designee to the Administrator of the Wage and Hour Division, Employment Standards Administration, U.S. Department of Labor, 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 Management and Budget under OMB control number 1215- 0140.) (c) In the event the contractor, the laborers or mechanics to be employed in the classification or their representatives, and HUD or its 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 recommendation of HUD or its designee, to the Administrator for determination. The Administrator, or an authorized representative, will issue 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 Management and Budget under OMB Control Number 1215-0140.) (d) The wage rate (including fringe benefits where appropriate) determined pursuant to subparagraphs (1)(ii)(b) or (c) of this paragraph, shall be paid to all workers performing work in the classification under this contract from the first day on which work is performed in the classification. (iii) 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 shall either pay the benefit as stated in the wage determination or shall pay another bona fide fringe benefit or an hourly cash equivalent thereof. (iv) If the contractor does not make payments to a trustee or other third person, the contractor may consider as part form HUD -4010 (0612009) Previous editions are obsolete Page 1 of 5 ref. Handbook 1344.1 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. (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 Department of Labor withhold or cause to be withheld from the contractor 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 so 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, 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 until such violations have ceased. HUD or its designee may, after written notice to the contractor, disburse such amounts withheld for and on account of the contractor or subcontractor to the respective employees to whom 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 thereafter for all laborers and mechanics working at the site of the work. Such records shall contain the name, address, and social security 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)(13) of the Davis -bacon Act) daily and 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 the ratios and wage rates prescribed in the applicable programs. (Approved by the Office of Management and Budget under OMB Control Numbers 1215-0140 and 1215-0017.) (ii) (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 accurately and completely all of the information required to be maintained under 29 CFR 5.5(a)(3)(i) except that full social security numbers and home addresses shall not be included on weekly transmittals. Instead the payrolls shall only need to include an individually identifying number for each employee (e.g., the last four digits of the employee's social security number). The required weekly payroll information may be submitted in any form desired. Optional Form WH -347 is available for this purpose from the Wage and Hour Division Web site at fr,ttp,,;llwr.wr,wr„„cto,l.,.. 2vlesalwtt7dlfortnslwtf7347irrstr.f7ttn or its successor site. The prime contractor is responsible for the submission of copies of payrolls by all subcontractors. Contractors and subcontractors shall maintain the full social security number and current address of each covered worker, and shall provide them upon request 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 contractor, or the Wage and Hour Division of the Department of Labor for purposes of an investigation or audit of compliance with prevailing wage requirements. It is not a violation of this subparagraph for a prime contractor to require a subcontractor to provide addresses and social security numbers to the prime contractor for its own records, without weekly submission to HUD or its designee. (Approved by the Office of Management and Budget under OMB Control Number 1215-0149.) weekly number of hours worked, deductions made and (b) Each payroll submitted shall be accompanied by a actual wages paid. Whenever the Secretary of Labor has "Statement of Compliance,” signed by the contractor or found under 29 CFR 5.5 (a)(1)(iv) that the wages of any subcontractor or his or her agent who pays or supervises laborer or mechanic include the amount of any costs the payment of the persons employed under the contract reasonably anticipated in providing benefits under a plan and shall certify the following: or program described in Section I(b)(2)(B) of the Davis- (1) That the payroll for the payroll period contains the Bacon Act, the contractor shall maintain records which information required to be provided under 29 CFR 5.5 show that the commitment to provide such benefits is (a)(3)(ii), the appropriate information is being maintained enforceable, that the plan or program is financially under 29 CFR 5.5(a)(3)(i), and that such information is responsible, and that the plan or program has been correct and complete; Previous editions are obsolete form HUD -4010 (0612009) Page 2 of 5 ref. Handbook 1344.1 (2) That each 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 29 CFR 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 applicable 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 satisfy the requirement for submission of the "Statement of Compliance" 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 required under subparagraph A.3.(i) available for inspection, copying, or transcription by authorized representatives of HUD or its designee or the Department of Labor, 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, 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 pursuant 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. Department of Labor, Employment and Training Administration, Office of Apprenticeship Training, Employer and Labor Services, or with a State Apprenticeship Agency recognized by the Office, or if a person is employed 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 apprentices 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 L, I' t d 11 t t' t h 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 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 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 journeymen 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 determination for the applicable classification. If the Administrator determines that a different practice prevails for the applicable apprentice classification, fringes shall be paid in accordance with that determination. In the event the Office of Apprenticeship Training, Employer and Labor Services, or a State Apprenticeship Agency recognized by the Office, withdraws approval of an apprenticeship 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 approved. (ii) 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 approval, 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 Training 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 apprenticeship 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 payroll at a trainee rate who is not registered and participating in a training plan approved by wor er is e on a payro a an appren ice wage ra e, w o Previous editions are obsolete form HUD -4010 (0612009) Page 3 of 5 ref. Handbook 1344.1 the Employment and Training Administration 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 contractor 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 apprentices, 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 contractor 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 in 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 requiring the subcontractors to include these clauses in any lower tier subcontracts. The prime contractor shall be responsible for the compliance by any subcontractor or lower tier subcontractor with all the contract clauses in this paragraph. 7. Contract termination; debarment. A breach of the contract clauses in 29 CFR 5.5 may be grounds for termination of the contract and for debarment as a contractor and a subcontractor as provided in 29 CFR 5.12. 8. Compliance with Davis -Bacon and Related Act Requirements. All rulings and interpretations of the Davis -Bacon and Related Acts contained in 29 CFR Parts 1, 3, and 5 are herein incorporated by reference in this contract 9. Disputes concerning labor standards. Disputes arising out of the labor standards provisions of this contract shall not be subject to the general disputes clause of this contract. Such disputes shall be resolved in accordance with the procedures of the Department 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 representatives. 10. (i) Certification of Eligibility. By entering into this contract the contractor certifies that neither it (nor he or she) nor any person 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. (ii) 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, U.S. Criminal Code, Section 1 01 0, Title 18, U.S.C., "Federal Housing Administration transactions", provides in part: "Whoever, for the purpose of . . . influencing in any way 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 discharged or in any other manner discriminated against by the Contractor 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 provisions of this paragraph B are applicable 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 requirements. No contractor or subcontractor contracting 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 the individual is employed on such work to work in excess of 40 hours in such workweek 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. (2) Violation; liability for unpaid wages; liquidated damages. In the event of any violation of the clause set forth in subparagraph (1) of this paragraph, the contractor and any subcontractor responsible therefor shall be liable for the 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 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 permitted 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. Previous editions are obsolete form HUD -4010 (0612009) Page 4 of 5 ref. Handbook 1344.1 (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 Labor 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 contractor 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 set forth in subparagraph (1) through (4) of this paragraph and also a clause requiring the subcontractors 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 applicable where the amount of the prime contract exceeds $100,000. (1) No laborer or mechanic shall be required to work in surroundings or under working conditions which are unsanitary, hazardous, or dangerous to his health and safety as determined under construction safety and health standards promulgated by the Secretary 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 Contract Work Hours and Safety Standards Act, (Public Law 91-54, 83 Stat 96). 40 USC 3701 et sea. (3) The contractor shall include the provisions of this paragraph in every subcontract so that such provisions will be binding on each subcontractor. The contractor shall take such action with respect to any subcontractor as the Secretary of Housing and Urban Development or the Secretary of Labor shall direct as a means of enforcing such provisions. Previous editions are obsolete form HUD -4010 (0612009) Page 5 of 5 ref. Handbook 1344.1 (This page intentionally left blank) /_1»=1LlI571:�� STANDARD PLANS (This page intentionally left blank) N L SN3N391119 :A9 NMtlNO C c W N pp F (Y $ oowU a Z W p 0 o & W2Ow � w a g � r f W ¢Nm-U,a Q - W V E OIL Z y m f Z� W S w a z 3 0�s m d o 0 %M g w O M 8 ❑ w W �n(�y 8 ; N m W a _ � fl: z O w J W ................................................ CdAl) „9L mW O Q N w W ❑ N Om0 WHO L4 mW t9 Z =0 aWz „9L L. 0O i m 00�j xa wa 0 ❑Z 0 O 0 a Q ❑m gOgF 3w N f N m z _O I- U w co J v W 0 r 0. 0O Oym Z J Q ¢ p ¢ mm� a o O x FD C �w 9 Lu W W o LLZW a O W � N Wrg 0 ¢¢z x �o d Z U ><O �y 9 Q O ° "0 '' 2 v U �c ✓ W ❑w LL m U w W 3o d IY m NZ W LL Y U ¢ � O O m e a' a ga Lu Q Q p be ro V �w w >ow LL WLL mQ W v m o, ��ie N r Lu t0 4 W U K Lu 0CL V ;LLQ �D > I cz�� Q V Wouml sgl 1 /�V d 9 Q 0 � 0. 3 m Z J Q °¢2¢3w ¢ 0 rc Q wm�z O x FD C �w 9 Lu W W N ZU W z OR W � N Lu W p " v W �o Z N Lu W Z Z V „9 ° pto "0 '' 2 Q V U �c ✓ O Z �O Z Uo U w W 3o d IY Q ❑y fV LL O m 2 W LL Y U ¢ � O O m N WO N Lu Q Q p be Z U LL G i W >ow LL WLL m m cWc G yam- 1�0o t0 4 Q 3 a a m � 0. ❑ K Z J Q °¢2¢3w ¢ W Q wm�z F j N �w ❑� UUOW p N ZU W z OR W � N QF K p " v W �o Z N Lu W d ZU W W i< W dW "0 '' 2 W U �c ✓ O Z �O Z Uo U w W 3o d e. ° Q ❑y fV LL O m 2 W LL Y U ¢ � O O m wz wW~ LLw � � wZ ❑ K Z J Q °¢2¢3w W W p W Q wm�z F j pw �w ❑� UUOW p fJ w- ar ZU W z OR W aWm U W mko d Z G g " v W V LLLuL Z N Lu W d ZU W W i< W dW "0 '' 2 W U �c N O Z �O Z Uo ° > :C O a a W LL U N WO N K m Q p be Z U LL G i W >ow tS m m cWc G yam- 1�0o t0 4 W U V ;LLQ �D > O wz m wW~ LLw � UZI HU () olo o°a zg ❑ K Z J Q O W W p W LL ❑U— F j Z U¢y o waw W W W aWm U W mko d 3 �� \� � " v W V LLLuL Z N O � E ZU W F Z dW "0 '' 2 W U m 3 o Nci m U ❑ K U O U O m W LL F j Z U WLU W W ¢ U 3 �� \� � 'fid � V LLLuL Z N O � E ZU W 21- FW ��♦ w V � N O Z �O F W > :C y W LL U N WO N K m Q p be U LL G i W >ow tS q 3 W a t0 4 '1► V y > m 3 G m U ❑ K U O U O m W LL F j 9 U WLU U p V LL c N V LLLuL m m W ZU W 21- FW w V � N O Z �O F S p W LL U � G v 3 U O U O ¢O W 3 Q m m a LL W Lu p V Z (� V U c N m m LL LL Z Q W ZU W 21- FW w V � N � G U O U 3 Q m LL � m 9 ZU W 2 V N F p W LL o N WO z p U LL G >ow W w y Q W Lu > Q V d 9 B Q m U O W Q ¢O ¢ LL m 1130011 NN3=l :A9 NMVUO ■ ) / f f 0 2 k ' E 7 k | { / } _ 7 � / � k ) ) } 2 \ E ` - \ k 241 CD 2 � § = E 2= ; �k k ca LL,2 7 2 k 2` E 'S r 98 ` . _ w w li _=IAO _ :As __ $k V� -"A N A"T 14 A DEPARTMENT OF PARKS AND RECREATION APRIL 2014 VICINITY MAP NO SCALE REVISIONSI I' PNO INCHES AT FULL 3OALF -1 NIA - NIA CALL „14S BEFORE YOU DIG 1-800-424-5555 BID SET CITY OF BREMERTON DEPARTMENT OF PARKS AND RECREATION Lazzu-j= MWN W.- K. OWEN- �l DATE 4/=4 I CHECKED BY, DAM 412014 1 =ASHG.`yZ PBCf 35814 WASH. P.E. i mm LOCATION MAP NO SCALE EVERGREEN ROTARY PARK RENOVATION COVER SHEET LEGEND WATER VALVE EXISTING ASPHALT -� TRAFFIC SIGNAL POLE 0 CATCH BASIN ® SIGN G1 COVER SHEET JUNCTION BOX .: UGHT POLE a3 POWER VAULT X / / / HANDICAP PARKING -- DECIDUOUS TREE ... CONIFEROUS TREE - WATER METER _ UTILITY POLE .. GUY ANCHOR x. FIRE HYDRANT CULVERT DRAIN FIRE DEPT. CONNECT -, TELEPHONE MANHOLE -. MAJOR CONTOURS ----- --- -- MINOR CONTOURS DIA CENTERLINE ALIGNMENT _-----. DOUBLE YELLOW CENTERLINE ------------------NATURAL PARKING STALL STRIPES -___ ----_. SKIP -STRIPE -- s CHANNELIZATION STRIPING ------- ------- PROPERTY LOT LINE — — — PROPERTY RIGHT-OF-WAY -- - ASPHALT FLOW LINE ..-...-.. BUILDING PROPOSED WATER VALVE o ASPHALT -� FACE OF CURB 0 BACK OF CURB ® CONCRETE SEAT WALL G1 COVER SHEET — PLAYGROUND PERIMETER CURB BACK OF SIDEWALK BEGIN VERTICAL CURVE EXTRUDED CURB a3 LANDSCAPED AREA X / / / / SAWCUT -- SIDEWALK ... CHANNELIZATION LINE STRIPE O CHAIN LINK FENCE _ HIGH VISIBILITY FENCE CSBC CSTC SLOTTED PIPE 6 C3 CONSTRUCTION PLAN — PARKING LOT BID ADDITIVES 1, 2, 3, AND 4 ( ) SOLID WALL PIPE CULVERT DRAIN IRRIGATION SLEEVE ............... CURB CSTC GRAVEL BASE O3" COMMERCIAL HMA OVER 4" CSTC REMOVE ASPHALT/CEMENT CONCRETE PAVEMENT GRAVEL BORROW T SIGN ABBREVIATIONS WATER VALVE o SURVEY CONTROL POINT SHT NO. DWG NO. DESCRIPTION FLAGPOLE 0 STORM DRAINAGE MANHOLE ® FOUND SURVEY MONUMENT G1 COVER SHEET TURN ARROW BACK OF SIDEWALK BEGIN VERTICAL CURVE STRAIGHT AND TURN ARROW a3 SEWER CLEANOUT 3 01 SITE PREPARATION, TRAFFIC CONTROL, AND TESC PLAN SANITARY SEWER MANHOLE -- STORM INLET ... GAS METER 4 Cl CONSTRUCTION PLAN — PLAY AREA ASPHALT AREA _ CONCRETE AREA CSBC CSTC BRICK AREA 6 C3 CONSTRUCTION PLAN — PARKING LOT BID ADDITIVES 1, 2, 3, AND 4 ( ) MAILBOX CULVERT DRAIN CONCRETE ............... CURB 8 C5 CONSTRUCTION DETAILS DRIVEWAY - FENCE DIA WALL _-----. - COMMUNICATION ------------------NATURAL GAS -___ ----_. POWER -- s SEWER _________ „-- - __ STORM EDP WATER CSTC GRAVEL BASE O3" COMMERCIAL HMA OVER 4" CSTC REMOVE ASPHALT/CEMENT CONCRETE PAVEMENT GRAVEL BORROW T SIGN ABBREVIATIONS SHEET INDEX AP ANGLE POINT SHT NO. DWG NO. DESCRIPTION BLDG BUILDING BM BENCHMARK G1 COVER SHEET BOW BVC BACK OF SIDEWALK BEGIN VERTICAL CURVE 2 G2 LEGEND, ABBREVIATIONS, AND NOTES CI CAST IRON 3 01 SITE PREPARATION, TRAFFIC CONTROL, AND TESC PLAN CL OR CE CENTERLINE C.0.6. CITY OF BREMERTON 4 Cl CONSTRUCTION PLAN — PLAY AREA LONG. CONCRETE 5 C2 CONSTRUCTION PLAN — PARKING LOT (BASE BID) CSBC CSTC CRUSHED SURFACING BASE COURSE CRUSHED SURFACING TOP COURSE 6 C3 CONSTRUCTION PLAN — PARKING LOT BID ADDITIVES 1, 2, 3, AND 4 ( ) CULV 0 CULVERT DRAIN 7 C4 PARKING LOT LAYOUT PLAN DEMO DEMOLITION 8 C5 CONSTRUCTION DETAILS DI DUCTILE IRON DIA DIAMETER TWO E DRAWING EAST, CASTING DETAIL AND SECTION DESIGNATION EA EACH EG EL EXISTING GROUND ELEVATIONNUMBER INOICATEB DETAIL INDICATES SECTION LETTER i A EDP EDGE OF PAVEMENT q EQ. EQUAL INDICATES INDICATES DRAWING/SHEET EVC EXIST OR EX END VERTICAL CURVE EXISTING DRAWING/SHEET WHERE SECTION IS SHOWN WHERE DETAIL FG FINISH GROUND IS SHOWN s FOC FACE OF CURB- DETAIL OR SECTION APPEARS FT HORS FOOT, FEE( HORIZONTAL ON THE SAME DRAWING/SHEET I.E. INVERT ELEVATION IN JUT INCH JOINT UTILITY TRENCH INDICATES DETAIL NUMBER INDICATES SECTION LETTER L LENGTH SUBTITLE SUBTITLE LT LF LEFT NEAR FOOT DETAIL t SECTION !A�! MAX MAXIMUM NO SCALE M4 NO SCALE C5 MIN MISC MINIMUM MISCELLANEOUS MON MONUMENT INDICATES DRAWING/BHEET INDICATES DRAWING/SHEET MW MONITORING WELL WHERE DETAIL IS WHERE SECTION IS N NO. NORTH, NORTHING NUMBER REFERRED TO REFERRED TO MS NOT TO SCALE O.C. ON CENTER ORIG PAC ORIGINAL PACIFIC SURVEY NOTES: PC POINT OF CURVATURE 1. HORIZONTAL DATUM: WASHINGTON STATE PLANE COORDINATE SYSTEM NAD 83/1991, PH PHASE NORTH ZONE, AS DERIVED FROM TIE'S TO STATE OF WASHINGTON, DEPARTMENT OF PLCS. PRC PLACES POINT OF REVERSE CURVATURE NATURAL RESOURCES (DNR) GPS POINTS 5378 AND 5379. PREP PREPARATION DNR GPS 5379 PROD PROJECT FOUND BRASS PIN IN 2" CONC. POST IN CASE P51 PT POUNDS PER SQUARE INCH POINT OF TANGENCY, POINT N 214410.04 E 1196914.76 ELEV. = 132.93 PVC POLYVINYL CHLORIDE DNR GPS 5378 PVI POINT OF VERTICAL INTERSECTION FOUND P.K. NAIL AT NORTH END PARK AV., PER PREVIOUS SURVEY BY N.L. OLSON. PVT RRADIUS PAVEMENT, PAVING, PRIVATE N 215740.27 E 1196925.66 ELEV. = 131.43 READ REQUIRED 2. VERTICAL DATUMCITY OF BREMERTON R/IRAISED INTERSECTION BENCH MARK: ROW RP RIGHT OF WAY RADIUS POINT TOP OF BRASS MONUMENT IN CASE IN THE CENTERLINE OF 16th STREET, 130'± WEST RPM REVOLUTIONS PER MINUTE OF BROADWAY AVENUE, ELEVATION = 182.68 RT RIGHT S SCCH DULE UTILITY NOTES: SDSTORM DRAIN SDCB STORM DRAIN CATCH BASIN 1. UNDERGROUND UTILITIES ARE SHOWN IN APPROXIMATE LOCATIONS ONLY. SDMH STORM DRAIN MANHOLE SECT SECTION 2. THE LOCATION OF UNDERGROUND UTILITIES ARE BASED UPON FIELD TIES OF OBSERVABLE SF SQUARE FOOT, FEET EVIDENCE AND PAINTED LOCATES PERFORMED BY APS, SHT SIM SHEET SIMILAR 3. THESE DRAWINGS DO NOT PURPORT TO SHOW ALL EXISTING UTILITIES, SL SLOPE SPEC SPECIFICATION 4, BEFORE ANY EXCAVATION OCCURS A LOCATE WILL BE NECESSARY AND EXTREME CAUTION SR STATE ROUTE SHOULD BE EXERCISED DURING ANY EXCAVATION ACTIVITIES. SS SANITARY SEWER ST STREET STA STATION STD STANDARD T TANGENT TYRTYPICAL U.N.O. UNLESS NOTED OTHERWISE VERT VERTICAL W WIDTH, WATER W/ WITH WSDOT WASHINGTON STATEDEPARTMENT OF QED SE'i REVISIONS DFSDRPnoN DATE BY r �o"s�—A RDs FIELD BOOK CITY OF BREMERTON DEPARTMENT OF PARKS AND RECREATION EVERGREEN ROTARY PARK RENOVATION LEGEND, ABBREVIATIONS, AND NOTES KI G2 2 SCALE rvaNU. N/A vE.NT N/A DRAWING N0. DRAWN K. BRMTEN DESIGN IN': D. DINKURN DATE 4/1011 WASH. P.E. /53814 DATE 4/1D14 DHECKED WASH. P.E } DATE r 3 5 J -' q 1 `T?,€ ;r ? c ;ii. EXISTING PLAYGROUND STRUCTURE, W000 CHOP 5v RE. REMOVED BY OTHERS r99rr � �.A REMOVE ASPHALT PAVEMENT (,S PROX b —B THICK) -n3 REMOVE CEMENT CONCRETE CURB REMWE BOLLARDS (k) TREE PROTECTION FENCING BY OTHERS 10 IN FROM 1RUNK WHERE POSSIBLE � r t \ (DREMOVE CEMENT CONCRETE PAVEMENT y.1 _ (DHIGH VISIBILITY FENCE — REMOVE WHEN WORK IS COMPLETED e 3. J WI.rF ( �' 3 r / u .� L rr �� , `D STEEL_ PLATES FOR CONSTRUCTION TRAFFIC ACCESS H i tiry to - 1 �� ( REMOVE PAVEMENT MARKINGS, TTP - a INLET PROTECTION PER WSDOT STU FLAN —40.20-00 �} 0 \.I SAWCUT PAVEMENT FULL DEPTH 52 CUT CURB ENDS AT 45' AND GRIND SMOOTH, SEE DETAIL :i 2 PRESERVE EXISTING PAVEMENT AND LANDSC[v°ING. RESTORE ANY ,,,.YI y DAMAGED AREAS TO ORIGINAL CONDITION j sta=lP \ N ' \, aI .fi, CHAIN LINK FENCE BY OTHERS N _ A \ z tT � � DEMOLITION LEGEND: 8 13 TYP ALL WORK EXISTING PLAYGROUND STRUCTURES AND WOOD CHIP SURFACING { REMOVED BY OTHERS / \ REMOVE ASPHALT/ CEMENT CONCRETE PAVEMENT S �L S},WCUT PAVEMENT FULL DEPTH 12 ` r i l i � c � , i ,\ �� i -••������ REMOVE CONCRETE CURB / 1 � / 7 Y 4GENERAL NOTES: TA2i I CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL UTILITIES HAVE BEEN DISCONNECTED r � AS NEEDED PRIOR TO COMMENCING DEMOLffION. 4T t.. l`' r 2. DEMOLITION: DETAIL 2 rtUdi IT IS THE INTENT OF THE WORK UNDER THIS CONTRACT TO INCLUDE THE DEMOLITION OF ALL PAVING AND OTHER EXISTING SITE IMPROVEMENTS INCLUDING THEIR f i UNDERGROUND COMPONENTS AS INDICATED BY THIS DRAWING AND AS REQUIRED FOR NEW SCALE IN FEET — T " 1 - *` CONSTRUCTION. IT 15 THE CONTRACTOR'S RESPONSIBILITY TO FULLY REVIEW THE SITE ® 4 / 11 CONDITIONS AND TO CORRELATE THESE OBSERVATIONS WITH THE PROJECT WORK AND INCLUDE 0 30 60 All NECESSARY DEMOLITION. WHETHER SHOWN OR NOT, AND INCLUDE AL SUCH COSTS IN i LTHE BASE BID. 8 3. CONTRACTOR SHALL PROTECT ALL TREES BEYOND THE CLEARING LIMITS AND THOSE WITHIN ,r 9 TYP ALL lr THE CLEARING LIMITS NOTED TO REMAIN FROM CONSTRUCTION DAMAGE. PARKING/LOT �`.! 1C i.J I _ I I F / £* 4. CITY WILL RENT AND INSTALL APPROXIMATELY 4O FT, OF 6' TALL TEMPORARY LE FOR INK JJJ r , FENCING AROUND PERIMETER OF WORK AREA. CONTRACTOR NWILLCE I RESPONSIBLE FOR //J! J / f z ` c EXPENSE. AND NOT DAMAGING FENCING. ANY DAMAGED FENCE WILL BE AT CONTRACTOR'S l EXPENSE. �/�// K ,f 5. CONiRAC70R SHALL MARK OUT LIMITS OF DEMOLITION AND REVIEW WITH CITY PRIOR TO I 1!Y I/ 7 'T / / J /S / (/ DEMOLITION WORK COMMENCING. \ i i LE.L.uc J'r �J ! .� TO ��f 1 < 6. REFER TO LAYOUT PLAN SHEET C4 FOR DIMENSIONS OF NEW CURB LINE AND DEMOLISH m JIV,"L �,trJ 3 — EXISTING ASPHALT 2 FT (SHEET NEW CURB. / PAVEMENT MARIONG REMOVAL NOTES: ..�� _ 1. ALL PARKING LOT PAVEMENT MARKINGS WITHIN THE LIMITS OF WORK SHALL BE OBUTERATED iF B _ Pi f T" _, 1 a FA j �� UNTIL THE BLEMISHES CAUSED BY THE MARKING REMOVAL CONFORM IN COLORATION TO THE �✓ = ADJACENT PAVEMENT. �`�'d� � ext •�*° �,�� n P SITE SECURITY AND SAFETY NOTES, 1WORKIINGTDAY. ALL POTENTIALS TRPTE SHAZARDSSAFE NSSUCHCASEOPEN TRENCHES AT THE END RCH PARKING AREA OPENING NOTES: EE F 3'A OTHER POSSIBLE HAZARDS SHALL BE SECURED BEHIND LOCKED 6' HIGH CHAIN 1 9. PARKING LOT SHALL BE OPEN FOR PUBLIC USE. EACH THURSDAY STARTING AT LINK FENCING OR COVERED WFIH STEEL PLATES DnR 3:00 PM THROUGH r a c , OUGH MONDAY AT 6:00 AM. F 2. EXCAVATION'S LESS THAN' 3' DEEP MAY BE SECURED WITH TRA F N FI' r TH PFI.. CONES AND OUP GRASS N , o At x aTC IN 2" CONC. PEST-- --- CONTINUOUS FLAGGING OR APPROVED EOUAL, N E C SIGN KEY: BENCHMARK PLAN ROAD `91UEM�Dt CIOSI'D a -s FOUND BRASS PIN ED IN CONC. IN CASE SCALE IN FEET N ClOSEO ELEV. 125.40 G-9 TYPE III k '3 24' 12" BARRICADE $ 1 0 30 60 48'x30" BID SET Q0 . FN REvisioNs FELD BDDK CIT`( OF BREMERTON � y ` "a eR °" DATE. ® EVERGREEN ROTARY PARK RENOVATION E F DEPARTMENT OF PARKS AND RECREATION If TWO INCH£S AT ALE Nor score A....1 SITE PREPARATION, TRAFFIC CONTROL, AND TESL PLAN 3 f%stSCALE DRAWM ND. DAWN BA: K BRAATEN P6'DH BY: B. WNXMHN CHECKED W.. A 1 } S NORiZ. N/A VEPT. N/A DATE 4/2044 WASH. P.E. / J.S89S SATE 4%20"4 WASH. P.E. Q DATE - rCONC CURB (FLUSH WITH GRADE) END'_ t J 'N 21492903 t, E 1197155.67 I 'T.i ,IN7 EXISTING CURB TO REMAIN _ I N 214891.85 E 1197127.59 EL 125.74 (GRAVEL BASE) N 21486430 E 119712!533 `,a r . E'=r77 9 1p�y. oIN �3 G, NO. i N 214926.66 EL 125.44{ E 1197183.21 */ N 21 7 ?`-N214848.65 E 11997202.720/59 R-25 9 \ TYP �f/ y (SEAT WALL) N 214900.47 E 1197220.37 El -'121S'10 CONC S' T WALL ENDS GONG CURB (FLUSH WITH GRADE) BEGINS , T N 214917.96 E 1197205.09 f3i 2 r R=155 N 214906B2 / E 1197219.07 R_76 f, � _J{ ..�\../ �L 125.11 n 7 N 21489738 ; E 1197225 86 f a T, (SPAT WALL) --!. T L ' t t p EL rVEL (GRAtlEI WE) )E=l 24. 3�4 .?` 1=73685 973 OF A" AOS ,(SEAT WALL) SLOTTED WALL PlplM .r SEE DETAIL /"� \ r r. lQV TYP �- 5 T 12 HE SOLD WALL PIPE 9 t TYP N 214842.15 1 i E 1197178.47 \ i.. EL 125.74 \, (GRAVEL BASE) PLAN SCALE IN FEET 0 0 20 REVISIONS a DEscwrnox DATE eY TkNV IE NOT N-3 kAT FML COR SCALE DINGLY SCALE -IX N/A T. N/A Ire /,r— R=19 5, CONC CURB (FLUSH WITH GRADE) ENDS CONS SEAT WALL BEGINS \ ---GE 125.33 --N 21488141 E 1197234.76 -N 214676.55 7YP E 1197234.43 �Q1 CITY OF BREMERTON DEPARTMENT OF PARKS AND RECREATION DRAWN 8Y, K. 6RA41EN I DESIGN W. A. D#*UHN I CHECKED EY: DATE KEYNOTES: / ��\\-j 01 PLAYGROUND PERIMETER CURB, SEE DETAIL (2 CONCRETE SEAT WALL, SEE DETAIL r4\ �:i/ G)GRAVEL BASE, SEE DETAIL C5 � �+ul 4D 3" COMMERCIAL HMA OVER 4" CSTC TACK FACE OF SAWCUT AND SEAL TOP OF JOINT WITH AR 4000W ASPHALT. (6 CONNECT TO EXISTING MANHOLE. 07 %- FULL DEPTH EXPANSION JOINT. 8D CURB EXPANSION JOINT SPACING AT 10' FT OC TO MATCH EXISTING CURB. (D70 MATCH EXISTING GRADE SLOPE SUBGRADE 1,5% TOWARDS DRAIN, SURFACE OF GRAVEL BASE SHALL BE FLAT (NOMINAL). ti PLAYGROUND EOUIPMENT BY OTHERS. GENERAL NOTES: 1. NORTHING AND EASTING POINTS ARE LOCATED ON NORTH FACE OF CURB OR SEAT WALL 2, RADII ARE MEASURED AT NORTH FACE OF CURB AND SEAT WALL 3. SPOT ELEVATIONS SHOWN ARE TOP OF GRAVEL BASE OR TOP OF CONCRETE SEAT WALL. CONSTRUCTION LEGEND: GRAVEL BASE 3" COMMERCIAL HMA OVER 4" CSTC CONCRETE SEAT WALL PLAYGROUND PERIMETER CURB - - - 4' SLOTTED PIPE 4' SOLID WALL PIPE Parametr'ix : M�� EVERGREEN ROTARY PARK RENOVATION N S—EL CONSTRUCTION PLAN 4 PLAY AREA a g 9 7 */ ?`-N214848.65 E 1197228.03 —I- r- GONG CURB (FLUSH WITH GRADE) BEGINS EXISTING CURB TO REMAIN i CITY OF BREMERTON DEPARTMENT OF PARKS AND RECREATION DRAWN 8Y, K. 6RA41EN I DESIGN W. A. D#*UHN I CHECKED EY: DATE KEYNOTES: / ��\\-j 01 PLAYGROUND PERIMETER CURB, SEE DETAIL (2 CONCRETE SEAT WALL, SEE DETAIL r4\ �:i/ G)GRAVEL BASE, SEE DETAIL C5 � �+ul 4D 3" COMMERCIAL HMA OVER 4" CSTC TACK FACE OF SAWCUT AND SEAL TOP OF JOINT WITH AR 4000W ASPHALT. (6 CONNECT TO EXISTING MANHOLE. 07 %- FULL DEPTH EXPANSION JOINT. 8D CURB EXPANSION JOINT SPACING AT 10' FT OC TO MATCH EXISTING CURB. (D70 MATCH EXISTING GRADE SLOPE SUBGRADE 1,5% TOWARDS DRAIN, SURFACE OF GRAVEL BASE SHALL BE FLAT (NOMINAL). ti PLAYGROUND EOUIPMENT BY OTHERS. GENERAL NOTES: 1. NORTHING AND EASTING POINTS ARE LOCATED ON NORTH FACE OF CURB OR SEAT WALL 2, RADII ARE MEASURED AT NORTH FACE OF CURB AND SEAT WALL 3. SPOT ELEVATIONS SHOWN ARE TOP OF GRAVEL BASE OR TOP OF CONCRETE SEAT WALL. CONSTRUCTION LEGEND: GRAVEL BASE 3" COMMERCIAL HMA OVER 4" CSTC CONCRETE SEAT WALL PLAYGROUND PERIMETER CURB - - - 4' SLOTTED PIPE 4' SOLID WALL PIPE Parametr'ix : M�� EVERGREEN ROTARY PARK RENOVATION N S—EL CONSTRUCTION PLAN 4 PLAY AREA a g fi L TI I � � II 1 .njm REVIS q � � 9� N0. DESCPoF"NON b �F 10 A J. g A FINAL HMA GRADE 4" ABOVE N,12/1470 5p 3 SURROUNDING GRADE 17,97244 �b 'EL=125'50 I /"'N 27479717 ` % -"N 2748( E 1197254.46 J E 71972 / EL=125.61 EL=125. N 21480646 N 214805.23 A E ,19729 .73 E 1197318.94 `. EL=125.24 EL=125.42 r 55 P, 10 13 14 \l 15 2 2 3 ,y 1 )lYP OF 6 u-1 3 173CIF r x 1 � 1 70 73 JIG 77 _. C2 10 44 - r / i 5 fi L TI I � � II 1 .njm REVIS q � � 9� N0. DESCPoF"NON b �F 10 A J. g A FINAL HMA GRADE 4" ABOVE SURROUNDING GRADE 71 I N 21480646 N 214805.23 E ,19729 .73 E 1197318.94 `. EL=125.24 EL=125.42 4 55 \l 2 3 ,y 1 )lYP OF 6 u-1 3 173CIF SIGNING LEGEND: nDROPONLY [D��� D Q PA67NG PMNNBIG ® Acccs�afe oxM 12"x18" R7-8 R7 -8P R7 -10E GREEN LE17ERS 12"x18' 18'kg" 12"x16" AND BORDER, WHITE BACKGROUND CONSTRUCTION LEGEND: 3" COMMERCIAL HMA OVER 4" CSTC TRAFFIC CURB RED PAINTED CURB CURB CUT F TELSPAR TRAFFIC SIGN 146A POST AND LIGHT DUTY ANCHOR PER COB STD DWG 3251 GENERAL NOTES: 1. ASPHALT PATH SHALL HAVE A MAXIMUM RUNNING SLOPE OF 4.5% AND A MAXIMUM CROSS SLOPE OF 1.5%, ENGINEER SHALL CHECK AND APPROVE PREPARED CSTC BASE PRIOR TO PAVING, 2. SPOT ELEVATIONS SHOWN ARE TOP OF ASPHALT PATH. 5 LF KEY NOTES: 01 ASPHALT PATH, EXCAVATE SUBGRADE TO PROVIDE 5 ACCESSIBLE PATH, SEE GENERAL NOTE i AND DETAIL CS O3" COMMERCIAL NMA OVER 4` CSTC �3 CEMENT CONCRETE TRAFFIC CURB PER WSDOT STD PLAN F-10.12-02, INSTALL ON 4" CSTC (4 ADJUST MANHOLE O4" WIDE WHITE PAINT LINE GCURB CLT'qG`�-�j, SEE DETAIL V (7 WHITE PLASTIC ACCESS PARKING SPACE SYMBOL PER WSDOT STD PLAN M-24.6-03 O8 PAINT CURB RED Q2.6- WHITE PAINT CROSSWALK MARKERS 10 MATCH EXISTING GRADE 71 4" WIDE WHITE PAINT LINE BUFFER 6 12 THICKENED CURB NOSE, SEE DETAIL CS 13 TACK FACE OF SAWCUT AND SEAL TOP OF JOINT WITH AS 4000W ASPHALT 14 SAWCUT EX ASPHALT TO PROVIDE FRESH JOINT FACE i6 LOCATE SIGN POSTS DIRECTLY BEHIND FACE OF CURB 16 WHITE PAINT PEDESTRIAN SYMBOL 17 PRECAST CONCRETE WHEEL STOP 16 10 INCH HIGH WHITE PAINT LETTERS :1, -� ' pp Af 2 j 7 9 /11 13� 5 TYR ALL PARKING I 10 13 14 STALL AND LTNE[BLE 10 AOCE S/ aLE ONES � ♦ L 78 TYP 0 4 a 2 4 1 4' IM E S J �ORIGINAL R ORIGINAL RIM EL 2, Ldp ti/ NOTE: BURIED / CONCRETE FOOTINGS 71 LOCA HERE d' i E i ], APPROXIMATE ORDINARY HIGH WATER UNE / (122.0 FT) / / BID SET I � _. C2 '•.. � J'. 44 - TYP OF 16 16 12 IF 3 ,Y }2 _4 t f 5 PARKING LOT (BASE BID) �u / g J N PLAN SCALE IN FEET , 20 y / :"r v . ry'�. 0 20 r QD B0°K CITY OF BREMERTON DATE BY IF H.I. HES ACGORDINOIY DEPARTMENT OF PARKS AND RECREATION SCALE z. N/A VERT. N/A arAw�Nc ND. DATES 412014 _ WASH.N PE. f 1. M ./4/1014 _ WASM�PE / DATE 2, Ldp ti/ NOTE: BURIED / CONCRETE FOOTINGS LOCA HERE d' i E i ], APPROXIMATE ORDINARY HIGH WATER UNE / (122.0 FT) / / BID SET I � C2 EVERGREEN ROTARY PARK RENOVATION CONSTRUCTION PLAN 5 PARKING LOT (BASE BID) g CONSTRUCTION LEGEND: KEY NOTES: REMOVE ASPHALT PAVEMENT INCLUDING SAWCUT O CEMENT CONCRETE TRAFFIC CURB PER WSDOT STD PLAN F-10.12-02 3" COMMERICAL HMA OVER 4" CSTC INSTALL ON A" CSTC (BID ADDITIVE 1) EXTRUDED CURB (D REMOVE ASPHALT PAVEMENT INCLUDING SAWCUT (BID ADDITIVE 1) - 3 IRRIGATION SLEEVES INCLUDING SAWCUT, ASPHALT REMOVAL, 2 i IRRIGATION SLEEVE COMMERCIAL HMA, AND //C'S'��T\CC (BID ADDITIVE 2), SEE DETAIL @ SAWCUT ASPHALT PAVEMENT FULL DEPTH ^� CURB CUT, SEE DETAIL} CURB CUT (D THICKENED NOSE CURB, SEE DETAIL /� C5 ti/ (8 COMMERCIAL HMA OVER 4" CSTC INCLUDING SAWCUT AND ASPHALT REMOVAL GENERAL NOTES: (BID ADDITIVE 3). ENGINEER TO VERIFY EXTENT IN FIELD. 1. SAWCUT EXISTING ASPHALT PAVEMENT FULL O FOG SEAL ENTIRE PARKING LOT WITHIN DASHED LINE PER •� \ DEPTH WITH SMOOTH EDGE. \ STANDARD SPECIFICATIONS SECTION 5-02 (BID ADDITIVE A). 9! (D GRADE HMA TO ELIMINATE PONDING AND FOR POSITIVE DRAINAGE y� y (D METER BOX RATED FOR H-20 LOADING PER STD SPECIFICATIONS 9-30.5(7) G Is F - v A j 1 n ? yg e �! z e i 3 F i F 5 Lx... r _ - - _,. rte"' . / /'� I- - — - - -- — / h Ac i Ali- 5 g - - - �,�� >3 d t i PLAN SCALE IN FEET (V 0 20 440 BID SET REVISIONS2° r FlEtDR CITY OF BREMERTON a T 0E50MMDN DATE W C3 H NEs DEPARTMENT OF PARKS AND RECREATION EVERGREEN ROTARY PARK RENOVATION �FHO1—A—Ro �LY CONSTRUCTION PIAN p SCALE OFAWINO 10. o 6F SPR- NIA HT NIA bRAWH BY: 8RA EN SGN BY: D. DWKUHN WAS mer: PARKING LOT (BID ADDITIVES 1, 2, 3, AND 4) R g DATE 4f2014 f4 WAWASH. P.E. f 33814 OATS 4/2014 WASH. P.E. DATE GENERAL NOTES: 1. POINT LOCATIONS ARE EDGE OF ASPHALT, OUTSIDE POINT TABLE �5 111,11 114111,11 119714,388 PC EDGE OF PAINT LINE, OR FACE OF CURB INCLUDING ---- -- POINT # ELEVATION NORTHING BASTING DESCRIP]ION 6 125A9 214561.78 1111151165 PC 811) ADDITIVE I CURBING, ,/ 1 125.68 214798,78 1197239.42 AP 17 125.51 214565.61 1797754.01 PC 2 125,45 214796.613 1197247,38 PT 18 125.44 214571.52 1197161.26 PC 4 5 3 125.32 21479934 1197253,02 PC 19 125.48 214574,49 1197185.75 PC 1' '25 4' '25 4� 125 4' 12 '2'�32 4 124.92 214809.46 1197295,88 PT E 21456699 1197135.87 PC 20 125.45 3 2 5 125,24 2148D&S6 1197313.24 PC 21 125X 214559.00 1197209.87 PT 6 125.41 21481414 119731954 AP 22 12&50 21455125 1197157�28 PC 7 125.40 214783.70 1197249.58 AP 23 125Z2 21454539 1197148.45 PC '2' '2 9 12 8 125.35 214792,23 1197251.76 CIL 24 125.42 214544.36 1197170.53 AP 9 125.25 214794.47 1197255.89 PC 25 125.52 214556.19 1197161 .33 AP 7 - A 10 124.90 214803.46 1197295.57 PT 214607.10 1197233.23 AP 11 125�29 214802.58 1197312,63 PC 214110 77 1997191.27 AP El 1 125 a43 21471111 1117311-14 IP 214111.11 1117221.21 AP 3T 2,2 214527.86 1197117�20 AP 214604.22 1197227,97 AIR 14 1 'S 1 214576.80 1197145,34 AP 30 92&01 214559,88 1197427.90 AP 2 (754 57 58 68�W T o 6M 4, 00 1717T 65 66 69 70 2 z4 00 GD� - 48 31 32 42 47 00 R=14.3' 19 3 28 23(2-2 14 51 REV.IS 76 28 -X 51 76 4 2 PLAN SCALE IN FEET 0 20 40 1 2 nab WOK CITY OF BREMERTON DAM BY 6ii"!sii2I 11 N.T.- HES AT FULL SCALE ACCORDINGLY DEPARTMENT OF PARKS AND RECREATION z. N/A SCALE VE- WA MMING No. _ DRAWN W,. K. BWATEN mm 4/2014 P.E. BID SET CA EVERGREEN ROTARY PARK RENOVATION N -"T CONSTRUCTION PLAN 7 PARKING LOT (BASE BID) LAYOUT PLAN 8oF S' MIN COMPACTED GRAVEL BASE, SEE SPECIAL PROVISIONS 4' ADS SMOOTH WALL SLOTTED PIPE WITH CLASS If STDPERFORATIONS, WHERE SHOWN ON PLAN CAST IN PLACE CONCRETE CURB LIGHT BROOM FINISH ON TOP TOP OF CURB TO MATCH FG OF ADJACENT PAVING PEA GRAVEL —1 GEOTEXTILE FOR — GRAVEL BORROW INCL � 4" CSTC SEPARATOR HAUL AS NEEDED TO ESTABLISH GRADES PLAYGROUND PERIMETER CURB DETAIL NO SCALE PROVIDE SKATE BOARD V–GROVE NOTCHES, Y4" DEEP AT 4'-0" 00 6 _—RAY AREA CHANTER, TYR (2) #5 AT TOP OF WALL FINISH #5 VERT L AT 14 - GRACE, OC, OPPOSE HOOKS PER PLAN #5 HORIZ AT 18" OC—_�' w 0 4 CLASS 3000 CEMENT CONCRETE (2) #5 CONT -C� I."TI L4" CSTC SEAT WALL NOTES: 4-- 2'-0" 1. PROVIDE FULL DEPTH EXPANSION JOINTS 12' GO AT V–GROOVE LOCATIONS COMPACTED SUBGRADE, SLOPED TO SUBDRAJN CLASS I FINISH PER WSDOT STANDARD AGON 6-02.3(14)A EXPOSED SURFACES OR 27 AT 14" OF UNDISTURBED BEARING SOIL OR STRUCTURAL FILL TYPICAL SEAT WALL DETAIL REVISIONS DESCRIPTION DATE BY TWO INCHESATFULLSCAWE FNOT SCALEAMOMINGLY So"" SCALE NIA — NIA TACK FACE OF SAWCUT AND SEAL WITH AD 4 EXISTING A THICKNESS QMMERCLk- HMA STC UT, TYR GRAVEL BACKFILL FOR PIPE ZONE BEDDING, COMPACTED TO 95% MAX DENSITY PVC IKKKAHUN SLEEVE IRRIGATON SLEEVE (BID ADDITIVE 21 FINISHED GRADE 0 LAWN SEED/SOD AREAS VARIES 1 7 MAX 1.5% MAX HAND TAMP EDGES, TYR (45- SLOPE) I I '-3" COMMERICAL HMA L 4' CSTC ASPHALT PATH TYPICAL PAVING DETAIL NO SCALE 6' RADIUS THICKENED CURB NOSE DETAIL NO SCALE CITY OF BREMERTON DEPARTMENT OF PARKS AND RECREATION BY, K. &WM DESIGN BY: 0. PiIJIfUiW CHECKED BY: 12014 1 "." � WASH. PJr. mm LOCATE BY PER PLAN 6' THICK COBBLE PAD, A- STREAMBED COBBLE GRADATION, PLANTER CURB CUTS ONLY NK > GRIND FACE AND EDGED 1.01F WITH h- CHAMFER ON EX CURB WHERE SHOWN CURB CUT DETAIL NO SCALE PEDESTRIAN SYMBOL DETAIL NO SCALE BID SET i 2 EVERGREEN ROTARY PARK RENOVATION n sC�E 5 �T CONSTRUCTION DETAILS 8 8