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HomeMy WebLinkAboutPW15-246 - Original - R. L. Alia Company - W Gowe St: 4th Ave S to 6th Ave S Drainage - 07/16/2015 i I ,r. I 4 K�N� Records Ma age et w.=,,,„G.o„ Document t 4.5 . CONTRACT COVER SHEET This is to be completed by the Contract Manager prior to submission to City Clerks Office. All portions are to be completed. If you have questions, please contact City Clerk's Office. Vendor Name: R. L. Alia Company Vendor Number: JD Edwards Number Contract Number: This is assigned by City Clerk's Office Project Name: W. Gowe St. - 4t" Ave. S. to 6`" Ave. S. Drainage Description: ❑ Interlocal Agreement ❑ Change Order ❑ Amendment ® Contract ❑ Other: Contract Effective Date: Date-of-the-Mayor's signature Termination Date: 45 working days Contract Renewal Notice (Days): Number of days required notice for termination or renewal or amendment Contract Manager: Paul Kuehne Department: Engineering Contract Amount: $312,030.00 Approval Authority: (CIRCLE ONE) Department Director Mayor City Council Detail: (i.e. address, location, parcel number, tax id, etc.): Repair damage caused by street trees to stormwater drainage appurtenances along W. - - - Gowe St. between 41" Ave. S. anc-6`" Ave. S. I i As of: 08/27/14 CITY OF KENT KING COUNTY, WASHINGTON KENT SPEC 1 AL PROV 1 S I ONS FOR W. Gowe St. - 4l" Ave. S. to 6t" Ave. S. Drainage Project Number: 15-3004 BIDS ACCEPTED UNTIL June 23, 2015 100 P.M. BID OPENING IMMEDIATELY FOLLOWING DELIVER TO CITY OF KENT, CITY HALL 220 4th Avenue S., Kent, WA 98032-5895 TIMOTHY J. LAPORTE, P.E. PUBLIC WORKS DIRECTOR KENT WA$ H ! NGT+ON TABINDEX Tab 1 Bidder's Package Tab 2 Payment and Performance Bond and Contract Tab 3 Table of Contents Tab 4 Kent Special Provisions Tab 5 Kent Standard Plans Tab 6 WSD®T Standard Plans Tab 7 Traffic Control Plans Tab 8 Prevailing Wage Rates CITY OF KENT KING COUNTY, WASHINGTON KE T SPECIAL PROVISIONS FOR th W. ■ Ave . S. to th Ave . S. Drainage ProjectNumber: 15-3004 BIDS ACCEPTED UNTIL June 23, 2015 1:00 P.M. BID OPENING IMMEDIATELY FOLLOWING DELIVER TO CITY OF (CENT, CITY HALL 220 4th Avenue S., Kent, WA 98032-5895 TIMOTHY J. LAPORTE, P.E. PUBLIC WORKS DIRECTOR p �gsn�al�ri+ �Q ENT W A S H I N G T O N 6 r{ BIDDER'S NAME CITY OF KENT KING COUNTY, WASHINGTON KENT SPECIAL PROVISIONS FOR W. GOWe St® - 4t" Ave. S. to 6t" Ave . S. Drainage Project Number: 15-3004 BIDS ACCEPTED UNTIL June 23, 2015 1:00 P.M. BID OPENING IMMEDIATELY FOLLOWING DELIVER TO CITY OF KENT, CITY HALL 220 4th Avenue S., Kent, WA 98032-5895 TIMOTHY 1. LAPORTE, P.E. PUBLIC WORKS DIRECTOR KENT WASH IN G T O N ORDER OF CONTENTS Invitation to Bid Contractor Compliance Statement Declaration — City of Kent Equal Employment Opportunity Policy Administrative Policy 1 .2 — Minority and Women Contractors City of Kent Equal Employment Opportunity Compliance Statement Proposal City of Kent Subcontractor List (over $100K) Subcontractor List (over $1 million) Contractor's Qualification Statement Proposal Signature Page Bid Bond Form Combined Declaration Form Non-Collusion, Minimum Wage Change Order Bidder's Checklist Payment and Performance Bond Contract Table of Contents Kent Special Provisions Kent Standard Plans WSDOT Standard Plans Traffic Control Plans Prevailing Wage Rates INVITATION TO BID Notice is hereby given that the City of Kent, Washington, will receive sealed bids at the City Clerk's office through June 23, 2015 up to 1:00 p.m. as shown on the clock on the east wall of the City Clerk's Office on the first floor of City Hall, 220 4th Avenue South, Kent, Washington. All bids must be properly marked and sealed in accordance with this "Invitation to Bid." Bids must be delivered and received at the City Clerk's office by the above-stated time, regardless of delivery method, including U.S. Mail. All bids will be opened and read publicly aloud immediately following 1:00 p.m. for the City of Kent project named as follows: W. Gowe St. — 4th Ave. S. to 6th Ave. S. Drainage Project Number: 15-3004 The project consists of repairing damage caused by street trees to stormwater drainage appurtenances along W. Gowe St. between 4th Ave. S. and 6th Ave. S. City crews will remove street trees flush with the ground prior to this project commencing. This project will remove the street tree stumps and plant new trees. The project will add 2 new catch basins and place a combined total 140' of 12" DI stormwater pipe that will tie into the existing City drainage system. This project will replace sections of curb, gutter, sidewalk, driveway, traffic loops and patches of roadway. Approximately 400 tons of asphalt cement pavement inlay will fill .2' to .5' variable depth planed patches to repair heaved and deformed roadway sections and remedy severe stormwater ponding. The Engineer's estimate for this project is approximately $300,000. Bid documents may be obtained by contacting City of Kent Engineering Department, Nancy Yoshitake at (253) 856- 5508. For technical questions, please call Paul Kuehne at (253) 856-5543. Bids must be clearly marked "Bid" with the name of the project on the outside of the envelope, addressed to the City Clerk, 220 4th Avenue South, Kent, WA 98032-5895. Only sealed bids will be accepted. No facsimiles or electronic submittals will be considered. Each bid shall be in accordance with the plans and specifications and other contract documents now on file in the office of the City Engineer, City of Kent, Washington. Copies of the plans and Kent Special Provisions may be purchased at a non-refundable cost of $50.00 for each set. Plans and specifications can also be downloaded at no charge at www.kentwa.gov/procurement. Copies of the WSDOT Standard Specifications are available for perusal only. A cashier's check, cash or surety bond in the amount of 5% of the bid is required. The City of Kent reserves the right to reject any and all bids on any or all schedules or alternates or to waive any informalities in the bidding and shall determine which bid or bidders is the most responsive, 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. Bidders must submit with their initial bid a signed statement as to whether they have previously performed work subject to the President's Executive Order No. 11246. No bidder may withdraw his/her bid for a period of sixty (60) days after the day of bid opening. Dated this 3Id day of June, 2015. BY: Ronald F./ oore, Zity Clerl Published in Kent Reporter on June 12, 2015 Daily Journal of Commerce on June 9 and 16, 2015 i II CONTRACTOR COMPLIANCE STATEMENT (President's Executive Order #11246) Date This statement relates to a proposed contract with the City of Kent named W. Gowe St. - 4th Ave. S. to 6th Ave. S. Drainage Project Number: 15-3004 i I am the undersigned bidder or prospective contractor. I represent that - 1. I x` have, have not, participated in a previous contract or subcontract subject to the President's Executive Order #11246 (regarding equal employment opportunity) or a preceding similar Executive Order. Lam rc�f NAME OF BIDDER ,%' i t f SIGNATURE/TITLE NC-3(Pen T i ADDRESS (Note to Bidders: The information required in this Compliance Statement is informational only) Gowe 41h to 6`h Ave Drainage/Kuehne 1 June 3, 2015 Project Number: 15-3004 i I DECLARATION CITY OF KENT EQUAL EMPLOYMENT OPPORTUNITY POLICY The City of Kent is committed to conform to Federal and State laws regarding equal opportunity. As such, all contractors, subcontractors and suppliers who perform work with relation to this contract shall comply with the regulations of the City's equal employment opportunity policies. i The following questions specifically identify the requirements the City deems necessary for any contractor, subcontractor or supplier on this specific contract to adhere to. An affirmative response is required on all of the following questions for this contract to be valid and binding. If any contractor, subcontractor or supplier willfully misrepresents themselves with regard to the directives outlined, it will be considered a breach of contract and it will be at the City's sole determination regarding suspension or termination for all or part of the contract; The questions are as follows: 1. I have read the attached City of Kent administrative policy number 1.2. 2. During the time of this contract I will not discriminate in employment on the basis of sex, race, color, national origin, age, or the presence of all sensory, mental or physical disability. 3. During the time of this contract the prime contractor will provide a written statement to all new employees and subcontractors indicating commitment as an equal opportunity employer. 4. During the time of the contract I, the prime contractor, will actively consider hiring and promotion of women and minorities. 5. Before acceptance of this contract, an adherence statement will be signed by me, the Prime Contractor, that the Prime Contractor complied with the requirements as set forth above. I By signing below, I ag e to fulfill the five requirements referenced above. By. For: iA �mPANy Title: �f5 v1Ldi Date: Gowe 4'h to 6`^Ave Drainage/Kuehne 2 June 3, 2015 Project Number: 15-3004 CITY OF KENT ADMINISTRATIVE POLICY NUMBER: 1.2 EFFECTIVE DATE: January 1, 1998 SUBJECT: MINORITY AND WOMEN SUPERSEDES: April 1, 1996 CONTRACTORS APPROVED BY Jim White, Mayor POLICY: Equal employment opportunity requirements for the City of Kent will conform to federal and state laws. All contractors, subcontractors, consultants and suppliers of the City must guarantee equal employment opportunity within their organization and, if holding contracts with the City amounting to $10,000 or more within any given year, must take the following affirmative steps: 1. Provide a written statement to all new employees and subcontractors indicating commitment as an equal opportunity employer. 2. Actively consider for promotion and advancement available minorities and women. Any contractor, subcontractor, consultant or supplier who willfully disregards the City's nondiscrimination and equal opportunity requirements shall be considered in breach of contract and subject to suspension or termination for all or part of the contract. Contract Compliance Officers will be appointed by the Directors of Planning, Parks, and Public Works Departments to assume the following duties for their respective departments. 1. Ensuring that contractors, subcontractors, consultants, and suppliers subject to these regulations are familiar with the regulations and the City's equal employment opportunity policy. 2. Monitoring to assure adherence to federal, state and local laws, policies and guidelines. Gowe 4`h to 61h Ave Drainage/Kuehne 3 June 3, 2015 Project Number: 15-3004 CITY OF KENT EQUAL EMPLOYMENT OPPORTUNITY COMPLIANCE STATEMENT This form shall be filled out AFTER COMPLETION of this project by the Contractor awarded the contract. II I, the undersigned, a duly represented agent of Company, hereby acknowledge and declare that the before- mentioned company was the prime contract for the contract known as W. Gowe St. — 41h Ave. S. to 61h Ave. S. Drainage/Project Number: 15-3004 that was entered into on the (Date) between the firm I represent and the City of Kent. I declare that I complied fully with all of the requirements and obligations as outlined in the City of Kent Administrative Policy 1.2 and the Declaration City of Kent Equal Employment Opportunity Policy that was part of the before-mentioned contract. By: Fo r: Title: Date: Gowe 411 to 6`h Ave Drainageftehne 4 June 3, 2015 Project Number: 15-3004 PROPOSAL To the City Clerk City Hall Kent, Washington 98032 The undersigned hereby certifies that 61� r7jrl�Rl�`% has examined the job site and construction details of the work as outlined on the plans and described in the specifications for the project named W. Gowe St. — 4th Ave. S. to 6th Ave. S. Drainage/Project Number: 15-3004 for the City of Kent, Washington, and has read and thoroughly understands the plans and specifications and contract governing the work embraced in this improvement and the method by which payment will be made for that work and hereby proposes to undertake and complete the work embraced in this improvement in accordance with the bid and contract, and at the following schedule of rates and prices: NOTE TO BIDDERS: 1) All bid items are described in the Kent Special Provisions (KSP) or the Standard Specifications (WSDOT). Reference the Section No. listed in this proposal, where the bid item is described. 2) Proposal items are numbered in sequence but are non-continuous. 3) Unit prices for all items, all extensions, and total amount of bid must be shown. 4) Should bid items with identically worded bid item descriptions appear in more than one schedule of the proposal, the bidder must bid the same unit price. The City shall use the lowest unit price submitted by the bidder for the items in question in each schedule where identical bid item description appears. Bid items with identically worded descriptions which appear in more than one schedule are denoted with an asterisk (*). EXAMPLE SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1006 2-03.5 100 Roadway Excavation, $14.00 $1,400.00 WSDOT CU YDS Including Haul Per CY Any bids not filled out properly may be considered non-responsive. Gowe 41h to 6`h Ave Drainage/Kuehne 5 June 3, 2015 Project Number: 15-3004 SCHEDULEI - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. qUANTITY PRICE AMOUNT cv U4 1000 1-09.7 1 Mobilization $ loi 006 $ 10, 000 WSDOT LUMP SUM Per LS �o 1005 2-01.5 1 Clearing and Grubbing $ 101006 ' $ 1 0 , 006 WSDOT LUMP SUM Per LS 0 03 1006 2-02.5 1 Remove and Dispose of $ I Go® $ 1015 KSP LUMP SUM Existing Mailbox and Post Per EA �o 1010 2-02.5 1,000 Remove Existing Asphalt $ --L0 � $ '7,0j (DOG .P KSP SQ YDS Concrete Pavement Per SY 1015 2-02.5 150 Remove Existing Cement $ 'Zd0 $ (3 KSP SQ YDS Concrete Driveway Per SY 1020 2-02.5 450 Remove Cement Concrete $ -7-v ca $ Uor� KSP SQ YDS Sidewalk Per SY os 00 1025 2-02.5 1,200 Remove Cement Concrete $ '"La $ KSP LN FT Curb and Gutter Per LF na eo 1040 8-09.5 1 Removal of Raised Pavement $ 'z-, 'SOO- $ SGo KSP LUMP SUM Markers and Painted and/or Per LS Thermoplastic Traffic Markings 1050 2-02.5 1,400 Saw Cut Existing Asphalt $ a3 $ "l r0(1tr �n N FT KSP L Concrete Pavement Per LF I 1053 2-02.5 500 Saw Cut Existing Cement $ 'j d, KSP LN FT Concrete Pavement Per LF Gowe 4"to 6'ft Ave Drainageftehne 6 June 3, 2015 Project Number: 15-3004 SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT o 1080 4-04.5 90 Crushed 5/8 Inch Minus, $ a�G� $ KSP TONS (Crushed Surfacing) Per TON ($6.00 Min) 1100 5-04.5 400 HMA for Inlay Patch, Class $ I 00 $ KSP TONS 1/2", PG 64-22 Per TON 1110 5-04.5 1,200 Planing Bituminous Pavement $ `> $ KSP SQ YDS 1' to .6' Per SY i 1125 5-04.5 5 Cold Plant Mix for Temporary $ f 00 �o $ 0C3 as KSP TONS Pavement Patch Per TON es 1135 8-06.5 400 Cement Concrete Driveway, $ `C-1 $ f 09 'Soo— KSP LN FT 8" Depth, Reinforced Gutter Per LF Only 1140 8-06.5 100 Cement Concrete Driveway, $ ") 7 Dc $ KSP SQ YDS 8 Inch Depth, Reinforced Per SY 1145 8-14.5 450 Cement Concrete Sidewalk $ 33©o $ KSP SQ YDS Per SY 1150 8-14.5 1 Cement Concrete Sidewalk $ -L-,00 o $ KSP EACH Ramp Per EA vo od 1205 8-04.5 800 Cement Concrete Curb and $ -1 U $ aOCP KSP LN FT Gutter Per LF 1227 8-20.5 1 Adjust Existing Vault Lid to $ f , 000 $ 1 , ()00 KSP EACH Finished Grade Per EA Gowe 41"to 6t'Ave Drainage/Kuehne 7 June 3, 2015 Project Number: 15-3004 SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1228 7-05.5 7 Adjust Existing Catch Basin $ i 00 $ "-700 KSP EACH Grate or Curb Inlet Grate to Per EA Finished Grade 1229 7-05.5 4 Adjust Existing Manhole Cover $ 100 $ `"� CQ KSP EACH to Finished Grade Per EA 1230 7-12.5 7 Adjust Existing Valve Box Top $ 100 w $ '-700 KSP EACH Section and Lid to Finished Per EA Grade 1240 8-20.5 4 Adjust Existing Junction Box $ 1 GO � $ L4 0Q � KSP EACH to Finished Grade Per EA on co ', 1245 8-13.5 1 Adjusting Existing Monument, $ a OOC � 2 $ ; 000 KSP EACH Case and Cover to Finished Per EA Grade 1250 8-13.5 1 Install New Monument, Case $ I 0G0 $ 11000 KSP EACH and Cover to Finished Grade Per EA i 00 1315 8-28.5 10 Pothole Utilities $ $ KSP EACH Per EA v" Gn 1320 8-30.5 2 Project Sign Installation $ $ KSP EACH Per EA 1355 1-04.4(1) 1 Minor Changes $15,000.00* $15,000.00 WSDOT CALC Per CALC *Common price to all bidders r Schedule I Total $ '� Gowe 4`^to 611 Ave Drainage/Kuehne 8 June 3, 2015 I Project Number: 15-3004 i Ii SCHEDULE III - STORM SEWER ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT '. CQ cam. 3015 7-04.5 130 Storm Sewer Ductile Iron $ "� $ ' ` e.. �U/i KSP LN FT Pipe, 12 Inch Diameter CL 50 Per LF Unlined 3085 7-05.5 2 Catch Basin, Type 1 $ 1 oo $ , KSP EACH Per EA II 3090 7-05.5 1 Concrete Inlet $ I + S U0 $ KSP EACH Per EA 3175 7-08.5 60 Crushed 5/8Inch Minus, (Pipe $ :� ` $ 00 KSP TONS Zone Bedding) Per TON 3190 2-09.5 7 Control Density Fill $ 100 Ua $ `706 �ro WSDOT CU YDS Per CY 60 o+J Schedule III Total $ l I + Y- Gowe 41h to 6th Ave Drainage/Kuehne 9 June 3, 2015 Project Number: 15-3004 SCHEDULE IV - TRAFFIC CONTROL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 00 to 4005 1-10.5 400 Traffic Control Labor $ so — $ KSP HOURS Per HR a� 4015 1-10.5 200 Traffic Control Supervisor $ E ® $ -7 i G1JC " KSP HOURS Per HR 4020 1-10.5 1 Temporary Traffic Control $ i, `)U $ , G ,Y KSP LUMP SUM Devices Per LS tDo 4030 1-10.5 30 Portable Changeable Message $ 100 '- $ 0 GO op KSP DAYS Sign (PCMS) Per DAY 0 4035 1-10.5 40 Sequential Arrow Sign (SAS) $ G0 $ KSP DAYS Per DAY Ub 4100 8-22.5 360 Plastic 4" White Line $ 7 $ "�`TQ WSDOT LN FT Per LF Ob 4105 8-22.5 670 Plastic Double Yellow Center $ -S co $ aSCJ KSP LN FT Line with Raised Pavement Per LF Markers 4115 8-22.5 20 Plastic Stop Bar Line $ J $ L DSO KSP LN FT Per LF �o 4120 8-22.5 144 Plastic Crosswalk Line $ ) $ KSP SQ FT Per SF i Schedule IV Total $ D�f Gowe 4`h to 6`h Ave Drainage/Kuehne 10 June 3, 2015 Project Number: 15-3004 SCHEDULE V - TEMPORARY EROSION AND SEDIMENTATION CONTROL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT ce, Cll 5015 8-01.5 9 Inlet Protection $ $ KSP EACH Per EA 5055 8-01.5 1 Erosion/Water Pollution $5,000.00* $5,000.00 WSDOT FORCE Control Per FA ACCOUNT *Common price to all bidders r�o Schedule V Total $ f O I Gowe 4`^ to 6"'Ave Drainage/Kuehne 11 June 3, 2015 Project Number: 15-3004 SCHEDULE VI - ROADSIDE RESTORATION ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. qUANTITY PRICE AMOUNT 6000 2-01.5 20 Street Tree Stump Grinding/ $ v6 $ KSP EACH Root Removal Pit Per EA 10' L x 5' W x 18" Depth co co 6002 8-02.5 20 Street Tree Planting and $ t-1 OU $ , 000 KSP EACH Staking Per EA 6005 8-02.5 10 Topsoil Type A $ -310 KSP CU YDS Per CY 6015 8-02.5 10 Beauty Bark $ KSP CU YDS Per CY 00 Schedule VI Total $ } G(30 i Gowe 4" to 6"Ave Drainage/Kuehne 12 June 3, 2015 '..., Project Number: 15-3004 SCHEDULE VII - ELECTRICAL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT O 7002 8-20.5 2 Induction Loops $ 1 i auo " $ Z-, 000 KSP EACH Per EA GO 7006 8-20.5 1 Video Detection System, $ �;IJ110 $ , r�oo KSP LUMP SUM Installation Only Per EA GO Schedule VII Total $ S U(33 Gowe 4'M1 to 6`h Ave Drainage/Kuehne 13 June 3, 2015 Project Number: 15-3004 BID SUMMARY Uo Schedule Y � 00 Schedule III l -I' 5(70 Schedule IV c3C> Schedule V � '� � 60 Schedule VI carp l Schedule VII Ucio TOTAL BID AMOUNT I - 36 I I� Gowe 4'h to 61h Ave Drainage/Kuehne 14 June 3, 2015 Project Number: 15-3004 ', CITY OF (CENT SUBCONTRACTOR LIST (Contracts over $100,000) List each subcontractor, from any tier of subcontractors, that shall perform subcontract work amounting to more than 10% of the total bid contract price. List each bid item to be performed by each designated subcontractor in numerical sequence. If no subcontractors will be performing 10% or more of the work, indicate this by writing "None" and signing this form at the bottom of the page. Failure to submit a fully completed and signed subcontractor list after the time set for bid opening may disqualify your bid. Project Name: W. Gowe St — 4th Ave. S. to 6th Ave. S. Drainage Project Number: 15-3004 Subcontractor Name 9:r' A Sid No) 0 Item Numbers 1106) Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers — CONTRACTOR'S SIGNATURE Gowe 4`h to 6`h Ave Drainage/Kuehne 15 June 3, 2015 Project Number: 15-3004 SUBCONTRACTOR LIST (Contracts over 1 million dollars) Name of Bidder: L, (� tLtN compA ; Project Name: W. Gowe St. — 4`h Ave. S. to 6`h Ave. S. Drainage Project Number: 15-3004 Pursuant to RCW 39.30.060, Bidder shall list the names of the subcontractors with whom the Bidder, if awarded the contract, will subcontract for performance of the work of heating, ventilation, and air conditioning; plumbing; and electrical, or to name itself for the work. / /l /} — Tod I! zEsp i dam✓ -� l,roora.oW Failure of the Bidder to submit, as part of the Bid, the names of such subcontractors or to name itself to perform such work or the naming of two or more subcontractors to perform the same work shall render the Bidder's Bid non-responsive and, therefore, void. Heating, Ventilation, and Air Conditioning Subcontractor Name: Plumbing Subcontractor Name: Electrical Subcontractor Name: I Signature of Bidder Date Gowe 41h to 6"Ave Drainageftehne 16 June 3, 2015 Project Number: 15-3004 ', CONTRACTOR'S QUALIFICATION STATEMENT (RCW 39.04.350) THE CITY WILL REVIEW THE CONTRACTORS RESPONSES TO THIS FORM TO DETERMINE WHETHER THE BIDDING CONTRACTOR IS RESPONSIBLE TO PERFORM THE CONTRACT WORK, THIS FORM REQUIRES CRITERIA ESTABLISHED BY STATE LAW AS WELL AS SUPPLEMENTAL CRITERIA ESTABLISHED BY THE CITY THAT ARE APPLICABLE TO THIS PUBLIC WORKS PROJECT. THE BIDDER SHOULD READ AND RESPOND TO THIS FORM CAREFULLY. Indicia of contractor's responsibility inherently involve subjective determinations as to the contractor's ability to perform and complete the contract work responsibly and to the owner city's satisfaction. The city has an obligation and a duty to its citizens and its taxpayers to administer its budgets and complete its projects in a businesslike manner. Accordingly, it has a duty to exercise the type of inquiry and discretion a business would conduct when selecting a contractor who will be responsible to perform the contract work. The city's supplemental criteria are based, in large part, on the qualification statement form used by the American Institute of Architects. The city provides these criteria so as to provide the most objective framework possible within which the city will make its decision regarding the bidder's ability to be responsible to perform the contract work. These criteria, taken together, will form the basis for the city's decision that a bidder is or is not responsible to perform the contract work. Any bidder may make a formal written request to the city to modify the criteria set forth in this qualification statement, but that request may only be made within 48 hours of the date and time that the bidder first obtains the bid documents or three (3) business days prior to the scheduled bid opening date, whichever occurs first. If the city receives a modification request, it will consider any information submitted in the request and will respond before the bid submittal deadline. If the city's evaluation results in changed criteria, the city will issue an addendum establishing the new or modified criteria. If the city determines that, based on the criteria established in this statement, a bidder is not responsible to perform the contract work, the city will provide written nation that will include the city's reason for its decision. The notice of its determination y i bidder has 24 hours from the time the city delivers written notice to the bidder that the bidder is not responsible to perform the contract work to appeal the city's determination. No appeals will be received after the expiration of this 24 hour appeal period. The city may deliver this notice by hand delivery, email, facsimile, or regular mail. In the event the city uses regular mail, the delivery will be deemed complete three days after being placed in the U.S. Mail. The bidder's right to appeal is limited to the single remedy of providing the city with additional information to be considered before the city issues a final determination. Bidder acknowledges and understands that, as provided by RCW 39.04.350, no other appeal is allowed and no other remedy of any kind or nature is available to the bidding contractor if the City determines that the bidder is not responsible to perform the contract work. Gowe 41h to 61h Ave Drainage/Kuehne 17 June 3, 2015 Project Number: 15-3004 If the bidder fails to request a modification within the time allowed, or fails to appeal a determination that the bidder is not responsible within the time allowed, the city will make its determination of bidder responsibility based on the information submitted. COMPLETE AND SIGN THIS FORM AS PART OF YOUR BID. FAILURE TO PROPERLY COMPLETE THIS FORM MAY ALSO RESULT IN A DETERMINATION THAT YOUR BID IS NON-RESPONSIVE AND THEREFORE VOID. THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES: CONSULTATION WITH AN ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS COMPLETION OR MODIFICATION. The undersigned certifies under oath that the information provided herein is true and sufficiently complete so as not to be misleading. SUBMITTED BY: R L Ptt i(N NAME: (ZtcorAiza L. QIt-it�, ADDRESS: 1 0-1 k,�'LLiAM5 f c�V- SoUTry PRINCIPAL OFFICE: 1` i✓If� ��" ��� ��� ADDRESS: 10� i.11Li1�M5 f�,�E SvU;vr �Erd'6t1d LIB° cy�n.a� PHONE: ��, 1LS� Z2(oSIGp FAX: c125�YZtp �S �o `� 1. STATUTORY REQUIREMENTS 1.1 Provide a copy of your Department of Labor and Industries certificate of registration in compliance with chapter 18.27 RCW. 1.2 Provide your current state unified business identifier number. 1.3 Provide proof of applicable industrial insurance coverage for your employees working in Washington as required in Title 51 RCW, together with an employment security department number as required in Title 50 RCW, and a state excise tax registration number as required in Title 82 RCW. Providing a copy of a state of Washington "Master License Service Registration and Licenses" form is typically sufficient evidence of the requirements of this subsection. 1.4 Provide a statement, signed by a person with authority to act and speak for your company, that your company, including any subsidiary companies or affiliated companies under majority ownership or under control by the owners of the bidder's company, are not and have not been in the past three (3) years, disqualified from bidding on any public works contract under RCW 39.06,010 or 39.12.065 (3). Gowe 4"to 6"Ave Drainage/Kuehne 18 June 3, 2015 Project Number: 15-3004 2. ORGANIZATION 2.1 How many years has your organization been in business as a Contractor? LAO 2.2 How many years has your organization been in business under its present business name? LA Q . 2.2.1 Under what other or former names has your organization operated? 2.3 If your organization is a corporation, answer the following: 2.3.1 Date of incorporation: N6V . i NILA 2.3.2 State of incorporation: WPs;u rsGvor� 2.3.3 President's name: (ti�o�.anon 2.3.4 Vice-president's name(s): C p rty 2.3.5 Secretary's name: (zkc�Nnac, L. F\L+r+ 2.3.6 Treasurer's name: r.�"Opn L (aLqn 2.4 If your organization is a partnership, answer the following: 2.4.1 Date of organization: N� 2.4.2 Type of partnership (if applicable): 2.4.3 Name(s) of general partner(s): 2.5 If your organization is individually owned, answer the following: 2.5.1 Date of organization: 2.5.2 Name of owner: 2.6 If the form of your organization is other than those listed above, describe it and name the principals: 3. LICENSING 3.1 List jurisdictions and trade categories in which your organization is legally qualified to do business, and indicate license numbers, if applicable. 'SV5- RN7PQt\fq) 3.2 List jurisdictions in which your organization's partnership or trade name is filed. S 4. EXPERIENCE 4.1 List the categories of work that your organization normally performs with its own forces. 5 la�Ta�c�asP 4.2 Claims and Suits. (If the answer to any of the questions below is yes, please attach details.) S F-v- R1 rPct\�,o 4.2.1 Has your organization ever failed to complete any work awarded to it? Gowe 4`h to 61M1 Ave Drainage/Kuehne 19 June 3, 2015 Project Number: 15-3004 i j 4.2.2 Are there any judgments, claims, arbitration proceedings or suits sx� pending or outstanding against your organization or its officers? 5 4.2.3 Has your organization filed any law suits or requested arbitration Sec with regard to construction contracts within the last five years? FNstNcer, 4.3 Within the last five years, has any officer or principal of your organization ever been an officer or principal of another organization when it failed to complete a construction contract? (If the answer is yes, please attach details.) (� 4.4 On a separate sheet, list major construction projects your organization has in progress, giving the name of project, owner, architect or design engineer, contract amount, percent complete and scheduled completion date. 4.4.1 State total worth of work in progress and under contract: s`l- 0T16?0vF 0 4.5 On a separate sheet, list the major projects your organization has completed in the past five years, giving the name of project, owner, architect or design engineer, contract amount, date of completion and percentage of the cost of the work performed with your own forces. SFF, PNTAC"AFa 4.5.1 State average annual amount of construction work performed during the past five years: 4.6 On a separate sheet, list the construction experience and present commitments of the key individuals of your organization. 4.7 On a separate sheet, list your major equipment. S. REFERENCES SEE A�rR( R0 5.1 Trade References: $F-E- f�reti:tt 5.2 Bank References: SEE RYkmmpo 5.3 Surety: 5.3.1 Name of bonding company: 5.3.2 Name and address of agent: 6. FINANCING 7-7,:V� hl-" Py f1�fLLEJuet � l� e3$O0L( 6.1 Financial Statement. After bid opening, the City may require the following financial information from any of the three apparent low bidders. If so required, the selected bidder(s) must respond with this financial information within 24 hours of the City's request for that information. The City's request for this information shall not be construed as an award or as an intent to award the contract. A bidder's failure or refusal to provide this information may result in rejection of that bidder's bid. I Gowe 41"to 6`h Ave Drainage/Kuehne 20 June 3, 2015 Project Number: 15-3004 I I 6.1.1 Attach a financial statement, preferably audited, including your organization's latest balance sheet and income statement showing the following items: W �I�SO;p� 1� I�V(3U�S•T�p Current Assets (e.g., cash, joint venture accounts, accounts receivable, notes receivable, accrued income, deposits, materials inventory and prepaid expenses); Net Fixed Assets; Other Assets; Current Liabilities (e.g., accounts payable, notes payable, accrued expenses, provision for income taxes, advances, accrued salaries and accrued payroll taxes);Other Liabilities (e.g., capital, capital stock, authorized and outstanding shares par values, earned surplus and retained earnings). 6.1.2 Name and address of firm preparing attached financial statement, and date thereof: 6.1.3 Is the attached financial statement for the identical organization named on page one? 6.1.4 If not, explain the relationship and financial responsibility of the organization whose financial statement is provided (e.g., parent- subsidiary). 6.2 Will the organization whose financial statement is attached act as guarantor of the contract for construction? 7. SIGNATURE 7.1 Dated at this 42141 day of J�uAJE 2015. Name of Organization,.-._ R L• A� � / rr 6y: < '' Title: P(&-31Oc-ntf 7.2 RZ c\NPao L- � LkN being duly sworn, deposes and says that the information provided herein is true and sufficiently complete so as not to be misleading. Subscribed and sworn before me this 20mb day of 3—t4&w 2015. i K Notary Public: '�®� y3PAN /F My Commission Expires: 5'1Sr DPP IXP.00MIS Gowe 41r to 6`^Ave Drainageftehne 21 NA , 2015 Project Number: 15-3004 �r lie �®�YVA4N�N CITY OF KENT WEST GOWE STREET—4Tn AVE SOUTH TO 6Ta AVE SOUTH DRAINAGE CONTRACTOR'S QUALIFICATION STATEMENT—R. L. ALIA COMPANY 1. Statutory Requirements L2 —UBI Number - 600149378 1.3 —Industrial Insurance Account Number—343,041-00 Employment Security Dept Number—388814-007 State Excise Tax Registration Number— C600149378 1.4—Please consider this as our statement to you that our Company, including any subsidiaries ar,affiliates, are not and have not been in the past three (3) years, disqualified from bidding on any public works contract under RCW 39.06.010 39.12.06,5 (3). Richard L. Alia, President of R. L. Alia Company Date 3. Licensing 3.1 —State of Washington—General Contractor 3.2— State of Washington 4. Experience 4.1 —Road Improvements, Underground Utilities, Pump Stations i 4.2.1 —No 4.2.2—No 4.2.3 —Yes —King County—King Street Odor Control Facility—Suit filed against King County for failure to pay for work performed. Status— Settled. 4.3 —No. 4.4 —Work in Progress City of Auburn Sewer Pump Station Improvements $ 995,000 Estimated Completion is July 2015 CITY OF KENT Page 2 WEST GOWE STREET—4'AVE SOUTH TO 6Tn AVE SOUTH DRAINAGE CONTRACTOR'S QUALIFICATION STATEMENT—R. L. ALIA COMPANY Soos Creek Water and Sewer District 30h'Street NE Area Flooding—Phase 1 A $3,580,000 Estimated Completion is August 2016 City of Auburn Water Main And Wastewater Sewer Replacement $1,713,000 Estimated Completion is August 2015 4.4.1 - $6,2880,000—Work-In-Progress and Under Contract($4,100,000 left to complete) 4.5 —Projects over last 10 years—See attached 4.5.1 —Average Annual Construction over last 5 years - $5,000,000/year 4.6 —Construction experience of key individuals Rick Alia—Owner, 40+years experience, committed to all projects in Progress Vito Alia— Superintendent, 8+ years experience, presently working on City of Auburn—30th Street NE Area Flooding—Phase I Jason McGovern—Superintendent, 23+years experience, presently working on City of Auburn —30th Street NE Area Flooding—Phase IA 4.7—Major Equipment (All owned): Komatsu 650, Komatsu 600, Komatsu 400, 2 each Komatsu 200s, CAT 950, CAT 938G, 3 each 580 Cases, 4 each 10 CY Dump Trucks, 3 each Pup Trailers, OCT 17 2014 Department of Labor and Industries R L ALIA COMPANY PO Box 44450 Olympia, WA 98504-4450 _ Reg: CC RLALIC*104PT UBI: 600-149-378 Registered as provided by Law as: Construction Contractor (CC01) -GENERAL 512 R L ALIA COMPANY Effective Date: 10/30/1990 107 WILLIAMS AVE S Expiration Dateiel0/4/2016 RENTON WA 98057 Verify Workers'Comp Premium Status-Employer Liability Certificate littps://fortress.wa.gov/Ini/crpsi/AcctTnfoPrint.aspxYAecountId=3430... Washington State Department of 'r�=�k Certificate Employer Liability " t' Labor and Industries k,„,<� ��1,' Department of Labor and Industries Employer Liability Certificate Date: 06/17/2015 i UBI#: 600 149 378 Legal Business Name: R L ALIA COMPANY Account#: 343,041-00 'Doing Business As'Name: R L ALIA CONSTRUCTION CO Estimated Workers Reported: Quarter 1 of Year 2015 "11 to 20 Workers" (See Description Below) Workers' Comp Premium Status: Account is current. Firm has voluntarily reported and paid their premiums. Licensed Contractor? Yes License: RLALIC*104PT Expire Date: 10/4/2016 Account Representative: TO/KARLA BOWMAN (360)902-5535 -Email: BOWK235@lni.wa.gov What does "Estimated Workers Reported" mean? Estimated workers reported represents the number of full time position requiring at least 480 hours of work per calendar quarter. A single 480 hour position may be filled by one person, or several part time workers. Industrial Insurance Information Employers report and pay premiums each quarter based on hours of employee work already performed, and are liable for premiums found later to be due. Industrial insurance accounts have no policy periods, cancellation dates,limitations of coverage or waiver of subrogation (See RCW 51.12,050 and 51.16.190). _�, r117/?ni s 11 09 AM R. L. ALIA COMPANY CONTRACTS COMPLETED Projects completed in the last 10 years: Combined Sewer Improvements "B" — City of Everett $1,000,000 (425) 257-8931 Tom Fuchs Completed in 2004, 90% with Alia forces 51"Ave SW Storm Drains—City of Federal Way $50,000 (253) 661-4015 Fei Tang Completed January 2004, 90% with Alia forces 2003 First Ave South Sewer Bypass—Lakehaven Utility District $200,000 (253) 946-5430 John Lee Completed in October of 2004, 80% with Alia forces Fredrickson Trunk Sewer—Pierce County $1,700,000 (253) 798-4050 Arnie Sheppard Completed November 2004, 85%with Alia forces Northend Basement Flood Reduction"F"—City of Everett $1,700,000 (425) 754-6588 Al Rosenzweig Completed in March 2005, 90% with Alia forces Pump Station Rehabs—City of Renton $120,000 (425) 430-7206 Michael Benoit Completed in November 2005, 85% with Alia forces 90th Place SW Sewer Replacement—Olympus Terrace Sewer District $580,000 (425) 353-6000 Roger Darling Completed in September 2005, 85%with Alia forces Lincoln High School Sewer/Storm Line Upgrades—Seattle School District No. 1 $760,000 (206) 587-0473 Ian Kell Completed in September 2005, 90%with Alia forces Woodridge Open Space Storm Water Improvements—City of Bellevue $220,000 (425) 452-6977 Chris Brookes Completed in November 2005, 90%with Alia forces CDS Pump Station Elimination—Val Vue Sewer District $430,000 (206) 242-3236 Dana Dick Completed in December 2005, 75% with Alia forces Page 2 2005-1 Sewer hmprovements—Midway Sewer District $260,000 (206) 824-4960 Marc Montieth Completed in December 2005, 90% with Alia forces Lift Station#36 Modifications—City of Everett $350,000 (425) 754-6588 Al Rosenzweig Completed in November 2006, 70%with Alia forces Allentown/Foster Point Water and Sewer Improvements—City of Tukwila $7,400,000 (206) 433-0179 Bob Giberson Completed in September 2007, 90% with Alia forces Fort Dent/Interarban Ave Sewer Extension—City of Tukwila $660,000 (206) 433-0179 Bob Giberson Completed in September 2007, 90% with Alia forces Southcenter Boulevard Watermain— City of Tukwila $800,000 (206) 433-0179 Bob Giberson Completed in September 2007, 90%with Alia forces SW 34T" Street Culvert Replacement—City of Renton $1,325,000 (425) 430-7247 Allen Quynn Completed in January 2008, 85% with Alia forces Sanitary Sewer Repairs 2007—City of Bellevue $790,000 (425) 452-5365 Bill Cross Completed in March 2008, 90% with Alia forces Fiber Optic Connection—North—City of Renton $40,000 (425) 430 -7303 Rob Lochmiller Completed in March 2008, 85%with Alia forces King Street Odor Control Facility—King County $3,900,000 (206) 263-3206 Randy Brunke Completed in November 2009, 75% with Alia forces Earlington Sanitary Sewer Interceptor—City of Renton $700,000 (425) 430-7279 John Hobson Completed in November 2008, 90%with Alia forces i Carr Road—Panther Creek Emergency Culvert Repair—City of Renton $595,000 (425) 430-7247 Allen Quyim Completed in December 2008, 60% Alia forces f i Page 3 162°a Ave NE Storm Drain Repair—City of Woodinville $ 39,000 (425) 877-2291 Tom Hansen Completed in January 2009, 95%with Alia forces Hewitt Wharf Bulkhead Sinkhole Repair—Port of Everett $54,000 (425) 388-0624 Greg Dawsey Completed in January 2009, 95% with Alia forces Les Gove Neighborhood Improvements—City of Auburn $2,100,000 (253) 931-3010 Dave Roselle Completed in February 2010, 70%with Alia forces SW 98TH Street Pedestrian Improvements—King County $1,200,000 (206) 423-1061 Wes Chin Completed in February 2010, 8 5%with Alia forces BLID Structural Walk Replacement—City of Tacoma $1,700,000 (253) 591-5771 Mark Henry Completed in February 2011, 80%with Alia forces Tacoma Pipeline 5 `B" Street Intertie NW—City of Aubum $146,000 (253) 261-2576 Dave Roselle Completed in 2011, 8 5%with Alia forces Wastewater Sewer Replacement—City of Tacoma $138,000 (253) 377-3082 Toney Mathison Completed December 2010, 90%with Alia forces North Intermodal Yard Maintenance Paving—Port of Tacoma $350,000 (253) 428-8638 Jan Shawyer Completed October 2010, 50% with Alia forces City Hall Plaza Improvements—City of Auburn $1,200,000 (253) 931-3010 Mike Kamenzind Completed in 2011, 75%with Alia forces 24TH Street East Strom Drain Crossing—City of Sumner $140,000 (253) 299-5703 Ted Hill Completed January 2011, 60% with Alia forces i China Lake Pump Station—City of Tacoma $165,000 (253) 594-7919 Lyme Strom Completed June 2011, 85%with Alia forces I Page 4 SW Sunset Blvd &Hardie Ave Pedestrian Improvements—City of Renton $114,000 (425) 430-7319 James Wilhoit Completed July 2011, 80% with Alia forces 2011 Sewer &Water Main Improvements—Northshore Utility District $730,000 (425) 398-4400 George Matote Completed September 2011, 90% with Alia forces Benson Road Watermain—City of Renton $630,000 (425) 430-7208 Andrew Weygandt Completed November 2011, 90% with Alia forces First Hill Booster Pump Station—City of Mercer Island $500,000 (206) 275-7806 Rona Lin Completed November 2011, 80%with Alia forces Interurban Ave Sewer Improvements—City of Tukwila $625,000 (206) 433-7194 Mike Ronda Completed December 2011, 90% with Alia forces Wastewater Sewer Replacement, 48TH to 547H—City of Tacoma $475,000 (253) 606-5465 Sean Olson Completed February 2012, 90% with Alia forces Peasley Canyon Intersection Improvements—King County $652,000 (206) 423-1086 Jeff McCarthy Completed May 2012, 85%with Alia forces First Hill Water Main Improvements —City of Mercer Island $650,000 (206) 275-7806 Rona Lin Completed June 2012, 90% with Alia forces Cloverdale & Charlotte's Blueberry Park Improvements—Tacoma METRO Parks $213,000 (253) 305-1054 Kristi Evans Completed July 2012, 8 5%with Alia forces City of Tacoma—Watermain Replacement &Wastewater Sewer Replacement WD12-001817 $1,640,000 (253) 502-8742 Gary Gates Completed March 2013, 85% with Alia forces City of Kent—64TH Ave S Culvert/Channel Improvements $899,000 (253) 856-5542 Phil McConnell Completed November 2012, 90%with Alia forces Page 5 City of Tacoma—Watermain Replacement—84TH& "D" Street—WD 12-0086F $450,000 (253) 502-8742 Gary Gates Completed February 2013, 80%with Alia forces City of University Place—University Hills Sewer Extension $860,000 (253) 460-2528 Tim Coleman Completed May 2013, 85% with Alia forces City of Tacoma—Wastewater Sewer Replacement &Watermain Replacement PW 12-0331F $1,620,000 (253) 954-6992 Maureen Dilley Completed July 2013, 85%with Alia forces City of Renton— Wells and Primary Disinfection $848,000 (425) 430-72XX Tom Malphrus Completed August 2013, 90% with Alia forces City of Tacoma—Platform Replacement $83,000 (253) 591-5304Mike Bell Completed May 2013, 100%with Alia forces City of Tacoma—Ruston Watermain Replacement $800,000 (253) 502-8742 Gary Gates Completed October 2013, 90%with Alia forces City of Renton—Airport FBO Parking Lot Improvements $346,000 (425) 430-7471 Ben Dahle Completed October 2013, 85% with Alia forces City of University Place— 19Tn Street Sidewalk Improvements $120,000 (253) 460-2528 Tim Coleman Completed August 2013, 60%with Alia forces Snohomish County— SWM Culvert/Drainage Improvements $558,000 (425) 754-9935 Curtis Jasper Completed December 2013, 85% with Alia forces (Note—Culvert was furnished by the owner on this project) Cross Valley Water District—Elliott & Connelly Road Watermain Relocation $74,000 (425) 485-8461 Gary Hajek Completed September 2013, 95% with Alia forces City of Renton—Renton Hill Alley Sewer Replacement $193,000 (425) 430-7279 John Hobson Completed December 2013, 90% with Alia forces II Page 6 City of Tacoma—2013B Wastewater Main Improvements $640,000 (253) 502-2225 Drew Randolph Completed May 2014, 90%with Alia forces City of Monroe—East Fremont Street Road Improvements $1,295,000 (360) 794-7400 Jim Gardner Completed October 2014, 80% with Alia forces Pierce County— General Contractor Services—Wastewater Treatment Plant $200,000 (253) 798-2403 Sally Hunt Completed December 2014, 75%with Alia forces City of Renton—NE 5TH Place Storm Sewer Improvements &Edmonds Ave $1,400,000 (425) 430-7293 Daniel Carey Completed December 2014, 85% with Alia forces �I City of Auburn—Utility Physical Site Improvements $425,000 (253) 261-2576 Dave Roselle Completed December 2014, 60%with Alia forces City of Kent—64TtI Ave S Channel Improvements, UPRR Culvert $1,000,000 (253) 856-5542 Phil McConnell Completed December 2014, 90%with Alia forces Soos Creek Water& Sewer District—Lift Station 46 Conveyance $900,000 (425) 289-7342 Greg Hill Completed December 2014, 90% with Alia forces Olympic View Water & Sewer District—Sewer System Upgrades $570,000 (425) 637-3693 Craig Chritensen Completed December 2014, 95%with Alia forces I i zi - L, ALIA COMPANY GENERAL CONTRACTORS PUMPING STATIONS 107 WILLIAMS AVE. S E-MAIL ADDRESS: GJPANK@RLALIA.COM ROAD CONSTRUCTION RENTON,WA 98057 DPANK@RLALIA.COM CONCRETE STRUCTURES (425)-226-8100 OFFICE UNDERGROUND UTILITIES (425)-226-8649 FAX LARGE DEWATERING EQUIP. COMMERCIAL CREDIT APPLICATION BUSINESS NAME & ADDRESS: PRINCIPAL: R. L. ALIA CONPANY RICHARD L. ALIA 107 WILLIAMS AVENUE S. 107 WILLIAMS AVE. S. RENTON, WA 98057 RENTON, WA 98057 CONTACT PERSON: GARY PANKIEWICZ PHONE: 425-226-8100 FAX: 425-226-8649 TYPE ®F BUSINESS: CONSTRUCTION — UNDERGROUND UTILITIES / ROAD IMPROVEMENTS / PUMP STATIONS INCORPORATED: STATE OF WASHIGTON (November 1, 1974) UBI #: FEDERAL ID # CONTRACTORS LIC # 600-149-378 91-0926433 RLALIC"104PT BANK REFERENCE: COMMERCIAL ACCOUNT REP PHONE BANK OF AMERICA— DEXTER HORTON BRANCH Jane Sheigh 888-852-5000 TRADE REFERENCES NAME: WM DICKSON ADDRESS: 3315 SOUTH PINE STREET TACOMA, WA 98409 CONTACT: ACCOUNTS RECEIVABLE PHONE:253.472.4489 FAX: 253.472.4521 NAME: PACIFIC STATES CAST IRON AND PIPE ADDRESS: PO BOX 1219 PROVO, UT 84603 CONTACT:ACCOUNTS RECEIVABLE PHONE: 801.373.6910 FAX: 801.377.0338 NAME: TACOMA SCREW PRODUCTS ADDRESS: 2001 CENTER STREET TACOMA, WA 98409 CONTACT: ACCOUNTS RECEIVABLE PHONE: 800.562.8192 FAX: 800.562.9192 FIAT WE REQUIRE ON ALL INVOICES SENT TO US 1. A MONTHLY STATEMENT MAILED TO MAIN OFFICE 2. COPIES OF ALL INVOICES SIGNED 3. THE NAME OF JOB/ LOCATION OR NUMBER I PROPOSAL SIGNATURE PAGE The undersigned bidder hereby proposes and agrees to start construction work on the Contract, if awarded to him/her, on or before ten (10) calendar days from the date of the Notice to Proceed, and agrees to complete the Contract within forty five (45) working days after issuance of the City's Notice to Proceed. The undersigned bidder hereby agrees to submit all insurance documents, performance bonds and signed contracts within ten (10) calendar days after City awards the Contract. The City anticipates issuance of the Notice to Proceed on the day of the preconstruction meeting. No bidder may withdraw his/her bid for a period of sixty (60) calendar days after the day of bid opening. The required bid security consisting of a bid bond, cashier's check or cash in an amount equal to 5% of the total amount is hereto attached. Notice of acceptance of this bid or request for additional information shall be addressed to the undersigned at the address stated below. Receipt of Addendum No.'s to the plans and/or specifications is hereby acknowledged. Failure to acknowledge receipt of the addenda may be considered an irregularity in this proposal. By signing this Proposal Signature Page, the undersigned bidder agrees to accept all contract forms and documents included within the bid packet and to be bound by all terms, requirements and representations listed in the bid documents whether set forth by the City or by the Bidder. DATE: 6' �1-�S' �✓ 1 �Ud1d'f?PAl3`r NAME OF BIDDER BY: =' Signature p (Print Name and Title) W w�ams �y� SoJila Address RbA,TQA, Gowe 4`h to 6`11 Ave Drainageftehne 22 June 3, 2015 Project Number: 15-3004 i BID BOND FORM KNOW ALL MEN BY THESE PRESENTS: That we, R.L, Alia Company as Principal, and North American Specialty Insurance Company , as Surety, are held and firmly Five Percent (SW) of bound unto the CITY OF KENT, as Obligee, in the penal sum of Total Amount of Bid--- Dollars, for the payment of which the Principal and the Surety bond themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, by these presents. I The condition of this obligation is such that if the Obligee shall make any award to the Principal for W. Gowe St. — 4th Ave. S. to 61h Ave. S. Drainage/Project Number: 15-3004 According to the terms of the proposal or bid made by the Principal thereof, and the Principal shall duly make and enter into a contract with the Obligee In accordance with the terms of said proposal or bid and award and shall give bond for the faithful performance thereof, with Surety or Sureties approved by the Obligee; or if the Principal shall, in case of failure so to do, pay and forfeit to the Obligee the penal amount of the deposit specified in the invitation to bid, then this obligation shall be null and void; otherwise it shall be and remain in full force and effect and the Surety shall forthwith pay and forfeit to the Obligee, as penalty and liquidated damaged, the amount of this bond. SIGNED, SEALED AND DATED THIS 23rd DAY OF nice 2015. R.L. Alia Comp n PRINCIPAL PgaeaENr Nort'4 American Specialty Insurance Company SURETY Deanna M. French, Attorney-in-Fact 20 Received return of deposit in the sum of $ Gowe 4"to 6`'Ave Drainage/Kuehne 23 June 3,2015 Project Number: 15-3004 NAS SURETY GROUP NORTH AMERICAN SPECIALTY INSURANCE COMPANY WASHINGTON INTERNATIONAL INSURANCE COMPANY GENERAL POWER OF ATTORNEY KNOW ALL MEN BY T'HFSE PRESEN"rS,THAT North American Specialty Insurance Company,a corporation duty organized and existing under laws of the State of New Hatrrpshire,and having its principal office in the City of Manchester,New Hampshire,and Washington International Insurance Company,a corporation organized and existing under the laws of the Slate of New Iampshire mid having its principal office in the City of Schaumburg,Illinois,each does hereby make,constitute and appoint: Si JSAN B.LARSON,SCOTT FISHER,JILL A.BOYLE,MINDEE L.RANKIN,DEANNA M.FRENCH,RONALD J.LANGE, ELIZABETH R.HAHN,JANA M.ROY,ELLEN M BELL,ROGER R KALTENBACH,GUY P.ARMFIELD,and SCOTT McGILVRAY JOINTLY OR SEVERALLY Its true and lawful Attorney(s)-in-Fact,to make,execute,seal and deliver,for and on its behalf and as its net and deed,bonds or other writings obligatory in the nature of a bond on behalf of each ofsaid Companies,as surety,on contracts of suretyship as are or may be required or permitted by law,regulation,contract or otherwise,provided that no bond or undertaking or contract or suretyship executed under this authority shall exceed the amount of: FIFTY MILLION(S50,000,000.00)bOLLARS I This Power of Attorney is granted and is signed by facsimile under and by the authority of the following Resolutions adopted by the Boards of Directors of both North American Specialty Insurance Company and Washington International Insurance Company at meetings duly called and held on the 91h of May,2012: "RESOLVED,that any two of the Presidents,any Managing Director,any Senior Vice President,any Vice President,any Assistant Vice President, the Secretary or any AssistantSecretary be,and each or any of them hereby is authorized to execute a Power of Attorney qualifying the attomcy named in the given Power of Attorney to execute on behalf of the Company bonds,undertakings and all contracts of surety,and that each or any of them hereby is authorized to attest to the execution of any such Power of Attorney and to attach therein the seal of the Company; and it is FURTI IER RESOLVED,that the signature of such officers and the seal of the Company may be affixed to any such Power of Attorney or to any certificate rolating thereto by facsimile,and any such Power of Attorney or certificate bearing such facsimile signatures or facsimile seat shall be binding upon the Company when so affixed and in the future with regard to any bond,undertaking or contract of surely to which it is attached." ``xZS lD ot7%G, �,�saerzwnm(d �m 0NA F'..pi By so d.�ct�:�OR Rgr;Gpp,, SEAL sm_ Stev n P.Aanr Sena.vice Presldc.,of%V.d.gmn rmernatmnnl].a....ee Compan>' _` SEAL =1°'y 1073 e — a&senior Vice Preswem ornonn Americas l Insurance Company r. p�iO£ .Specialty �i/IIIIIIIIa111P0\ By C� An cruel A.I to, stern.-,PasHingfonlntemoo`dmil7nsuran cmipany uneaxra`°' &Senior vice Prmident arNoHh Amertcon Spea rdty Insurance Company IN WITNESS WHEREOF,North American Specialty Insurance Company and Washington Intemational Insurance Company have caused then official seals to be hereunto affixed,and these presents to be signed by their authorized officers Lisl3ll day of March 2014 _ North American Specially Insurance Company Washington International Insurance Company State of Illinois County of Cook ss: On this 13th day of March 2014 before me,a Notary Public personally appeared,_Steven P.Anderson ,Scnior Vicc President of Washington Intemational Insurance Company and Senior Vice President of North American Specialty Insurance Company and Michael A.Ito, Vice President of Washington International Insurance Company and Vice President of North American Specialty Insurance Company, personally known to me,who being by me duly sworn,acknowledged that they signed the above Power of Attorney as officers of and acknowledged said instrument to be the voluntary act and deed of their respective companies. OFFICIALStAL MKENNY NOTARY PUBLIC,STATE OF IWNOIS M.Kenny,Notnry Lucas, J MY COMMISSION E%PIHES 12I04l2017 - I, Jeffrey Goldberg , the duty elected Assistant Secretary of North American Specialty Insurance Company and Washington Intemational Insurance Company,do hereby certify that the above and foregoing is a trite and correct copy of a Power of Attorney given by said North American Specialty Insurance Company and Washington International Insurance Company, 7jwhiic/hlis still in full force and effect. IN WITNESS WHEREOF,I have set my hand and affixed the scats of the Companies thisa dny of ��EIQ- ,2015. Jeffrey Goldberg,Vice President&A islav Seenclary of Washington lotemaGonal Insurance Company ae North American Specialty Insumme Company I CITY OF KENT COMBINED DECLARATION FORM: NON-COLLUSION, MINIMUM WAGE NON-COLLUSION DECLARATION I, by signing the proposal, hereby declare, under penalty of perjury under the laws of the United States that the following statements are true and correct: 1. That the undersigned person(s), firm, association or corporation has (have) not, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with the project for which this proposal is submitted. 2. That by signing the signature page of this proposal, I am deemed to have signed and to have agreed to the provisions of this declaration. AND MINIMUM WAGE AFFIDAVIT FORM I, the undersigned, having duly sworn, deposed, say and certify that in connection with the performance of the work of this project, I will pay each classification of laborer, workman, or mechanic employed in the performance of such work not less than the prevailing rate of wage or not less than the minimum rate of wage as specified in the principal contract; that I have read the above and foregoing statement and certificate, know the contents thereof and the substance as set forth therein is true to my knowledge and belief. W. Gowe St. - 4th Ave. S. to 61h Ave. S. Drainage Project Number: 15-3004 NAME OF PROJECT r NAME OF BIDDER'S FIRM Rie-a p_A Z. AJuR I RC5'1d6 Ir SIGNATURE OF AUTHORIZED REPRESENTATIVE OF BIDDER Gowe 4t'to 6"'Ave Drainageftehne 24 June 3, 2015 Project Number: 15-3004 This change order form is for example purposes only. By submitting a bid, the bidder agrees to be bound by the terms of this change order form for any change orders. CHANGE ORDER Date: Change Order No.: 1 City Project Name: Project Number: Contractor: Original Contract Date: This Change Order amends the above-referenced contract; all other provisions of the contract that are not inconsistent with this Change Order shall remain in effect. For valuable consideration and by mutual consent of the parties, the project contract is modified as follows: 1. The section of the Agreement which outlines the Description of Work, is hereby modified as follows: Provide all labor, materials, and equipment necessary to: 2. The contract amount and time for performance are hereby modified as follows: Original Contract Sum, Including $ applicable alternates and WSST. Net Change by Previous Change Orders $ (inch applicable WSST) Current Contract Amount $ (incl. Previous Change Orders) Current Change Order $ Applicable WSST Tax on this Change $ Order Revised Contract Sum $ Original Time for Completion Working days Revised Time for Completion under -0- Working days prior Change Orders Days Required t for this Change Order -0- Working days Revised Time for Completion Working days Gowe 4`h to 6'h Ave Drainageftehne 25 June 3, 2015 Project Number: 15-3004 i In accordance with Sections 1-04.4 and 1-04.5 of the Kent and WSDOT Standard Specifications, the Contractor accepts all requirements of this Change Order by signing below. Also, pursuant to the above-referenced contract, Contractor agrees to waive any protest or claim it may have regarding this Change Order and acknowledges and accepts that this Change Order constitutes full payment and 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, contract acceleration, onsite or home office overhead, or lost profits. This Change Order, unless otherwise provided, does not relieve the Contractor from strict compliance with the guarantee and warranty provisions of the original contract, particularly those pertaining to substantial completion date. The parties whose names appear below swear under penalty of perjury that they are authorized to enter into this contract modification, which is binding on the parties of this contract. 3. The Contractor will adjust the amount of its performance bond (if any) for this project to be consistent with the revised contract sum shown in section 2, above. IN WITNESS, the parties below have executed this Agreement, which will become effective on the last date written below. CONTRACTOR: CITY OF KENT: By: By: (signature) (signature) Print Name: Print Name: Timothy J. LaPorte, P.E. Its Its Public Works Director (Title) (Title) DATE: DATE: Gowe 4`h to 6t'Ave Drainage/Kuehne 26 June 3, 2015 Project Number: 15-3004 BIDDER'S CHECKLIST The following checklist is a guideline to help the Contractor make sure all forms are complete. The bidder's attention is especially called to the following forms. Failure to execute these forms as required may result in rejection of any bid. Bidder's Package should include the following: Bid Document Cover Sheet filled out with Bidder's Name ....................❑ Orderof Contents.................................................................................❑ Invitationto Bid...................................................................................❑ Contractor Compliance Statement........................................................❑ Date............................................................................................❑ Have/hSignature and addrve not ess .ated acknowledgment.............................0 Declaration - City of Kent Equal Employment Opportunity Policy ........❑ Dateand signature .....................................................................❑ AdministrativePolicy ...........................................................................❑ Proposal...............................................................................................❑ First line of proposal - filled in ...................................................❑ Unitprices are correct ................................................................❑ Subcontractor List (contracts over $100K) ..........................................❑ Subcontractors listed properly....................................................❑ Signature ....................................................................................❑ Subcontractor List (contracts over $1 million).....................................❑ Subcontractorslisted properly....................................................El Dateand signature .....................................................................❑ Contractor's Qualification Statement ...................................................❑ Completeand notarized ..............................................................❑ ProposalSignature Page......................................................................❑ All Addenda acknowledged .........................................................❑ Date, signature and address .......................................................❑ BidBond Form .....................................................................................❑ Signature, sealed and dated .......................................................El Powerof Attorney.......................................................................❑ (Amount of bid bond shall equal 5% of the total bid amount) Combined Declaration Form .................................................................❑ Signature ....................................................................................❑ ChangeOrder Form..............................................................................❑ Bidder's Checklist ................................................................................❑ The following forms are to be executed after the Contract is awarded: A) CONTRACT This agreement is to be executed by the successful bidder. B) PAYMENT AND PERFORMANCE BOND To be executed by the successful bidder and its surety company. The following form is to be executed after the Contract is completed: A) CITY OF KENT EQUAL EMPLOYMENT OPPORTUNITY COMPLIANCE STATEMENT To be executed by the successful bidder AFTER COMPLETION of this contract. Gowe Wh to 6`h Ave Drainage/Kuehne 27 June 3, 2015 Project Number: 15-3004 I Bond No. 2198895 PAYMENT AND PERFORMANCE BOND KENT TO CITY OF KENT KNOW ALL MEN BY THESE PRESENTS: That we, the undersigned, R.L. Alia Company as Principal, and North American Specialty Insurance Company a Corporation organized and existing under the laws of the State of aY. am as a Surety Corporation, and qualified under the laws of the State of Washington to become Surety upon bonds of Contractors with Municipal Corporations, as Surety, are jointly and severally held and firmly bound to the CITY OF KENT in the penal sum of 312, 030.00 , together with any adjustments, up or down, in the total contract price because of changes in the contract work,'for the payment of which sum on demand we bind ourselves and our successors, heirs, administrators or personal representatives, as the case may be. This obligation is entered into in pursuance of the statutes of the State of Washington, and the Codes and Ordinances of the CITY OF KENT. Nevertheless, the conditions of the above obligation are such that: WHEREAS, under and pursuant to a motion, duly made, seconded and passed by the City Council of the City of Kent, King County, Washington, the Mayor of the City of Kent has let or is about to let to the above bounden Principal, a certain contract, the said contract providing for construction of W. Gowe St. — 4th Ave. S. to 6ch Ave. S./Project Number: 15-3004 (which contract is referred to herein and is made a part hereof as though attached hereto), and WHEREAS, the Principal has accepted, or is about to accept, the contract, and undertake to perform the work therein provided for in the manner and within the time set forth: NOW, THEREFORE, for non-FHWA projects only, if the Principal shall faithfully perform all the provisions of said contract in the manner and within the time herein set forth, or within such extensions of time as may be granted under the said contract, and shall pay all laborers, mechanics, subcontractors and material men, and all persons who shall supply the Principal or subcontractors with provisions and supplies for the carrying on of said work and shall indemnify and hold the CITY OF KENT harmless from any damage or expense by reason of failure of performance as specified in said contract or from defects appearing or developing in the material or workmanship provided or performed under said contract, then and in that event this obligation shall be void; but otherwise it shall be and remain in full force and effect. IN WITNESS WHEREOF, the above bounden parties have executed this Instrument under their separate seals. The name and corporate seal (if required by law) of each corporate party is hereto affixed and duly signed by its undersigned representatives pursuant to authority of its governing body. II Gowe 4'6 to 6" Ave brainage(Kuehne 28 June 3, 2015 li Project Number: 15-3004 it j i TWO WITNESSES: R.L. Alia Company PRINCIPAL (enter prin al s nartierabove) BY: TITLE: FFCs�p0 r DATE: 7-tLf w DATE: _ J ' P/}nIKfL�/tL2 CORPORATE SEAL: TAQ T. � w�✓��x �� PRINT NAME I DATE:_ I K tS' North American Specialty Insurance Company SURETY CORPORATE SEAL: BY: Deanna M. French DATE: TITLE: Attorney-in-Fact i ADDRESS: 2233 112th Ave. N.E. Bellevue, WA 98004 CERTIFICATE AS TO CORPORATE SEAL I hereby certify that I am the (Assistant) Secre�ary of the Corporation named as Principal in the within Bond; that Rr�kA2o L. arq Who signed the said bond on behalf of the Principal fA CQMPAWS1 of the said Corporation; that I know his signature thereto is genuine, and that said Bond was duly signed, sealed, and attested for and in behalf of said Corporation by authority of its governing body. l _ SECRETARY OR ASSISTANT SECRETARY Gowe 4" to 6"Ave Drainage/Kuehae 29 Rme 3, 2015 Project Number: 15-3004 NAS SURETY GROUP NORTH AMERICAN SPECIALTY INSURANCE COMPANY WASHINGTON INTERNATIONAL INSURANCE COMPANY GENERAL POWER OF ATTORNEY KNOW ALL.MEN BY'I'HESE PRESENTS,THAT North American Specialty Insurance Company,a corporation duly organized and existing under laws of the State of New Hampshire,and having its principal office in the City of Manchester,New Hampshire,and Washington International Insurance Company,it corporation organized and existing under the laws of the State of New Hampshire and having its principal office in the City of Schaumburg,Illinois,each does hereby make,constitute and appoint: SUSAN B.LARSON,SCOTT FISHER,JILL A.BOYLE,MINDEE L.RANKIN,DEANNA M.FRENCH,RONALD J.LANGE, ----- EIdY,ABF:I'H R.HAHN,JANA M.ROY,ELLEN M.BELL,ROGER R KALTENBACH,GUY P,ARMFIELD,and SCOTT McGILVRAY JOINTLY OR SP.VERALLY Its true and lawful Attomey(s)-in-Fact,to make,execute,seal and deliver,for amd on its behalf and as its act and deed,bonds or other writings obligatory in the nature of a bond on behalf of each of said Companies,as surety,on contracts of suretyship as are or may be required or permitted by law,regulation,contract or otherwise,provided that no bond or undertaking or contract or suretyship executed under this authority shall exceed the amount of: FIFTY MILLION(S50,000,000.00)DOLLARS This Power of Attorney is granted and is signed by facsimile under and by the authority of die following Resolutions adopted by the Boards of Directors of both North American Specialty Insurance Company and Washington International Insurance Company at meetings duly called and held on the 9a o f May,2012: "RESOLVED,that any two of the Presidents,any Managing Director,any Senior Vice President,any Vice President,any Assistant Vice President, the Secretary or any Assistant Secretary be,and each of any of them hereby is authorized to execute a Power of Attorney qualifying the attorney named in the given Power of Attorney to execute on behal f of the Company bonds,undertakings mud all contracts of surety,and that each or any of them hereby is authorized to attest to the execution of any such Power of Attorney and to attach therein the seal of the Company; and it is FUIYPHER RESOLVED,that the signature of such officers-and the seal of the Company may be affixed to any such Power of Attorney or to any certificate relating thereto by facsimile,and any such Power of Attorney or certificate bearing such facsimile signatures or facsimile seal shall be binding upon the Company when so affixed and in the future with regard to any bond,undertaking or contract of surety to which it is attached." \\SSpUIna9flb/xwryl//ir /7 w��u,uu nr `yQ4op OR1rN.`. BY °4g // tF.. O\wcr^L' \cf:' SEAL t5' SterenP.Andetmn,Semnr vme rre.Im.,nfWmM1ingro.mt...mmn.Imeurnnee C.mpan> SEAL :rz� 'W.i,1y 1973 ryi�' &Senior Vkc Presldcnt ofN.dh American S,e Wry Insurance Company a rrrrr�i oNU ll\\\\\S ill R tl/llllll ?•es Mi<M1adA ae,$emor plee�'ress m al Y 6 gn <eo t<emT<��Za�npuir Q'a>rimuMf� 5 Senlar Vice R'ultlent of NortM1 Amesiean speualty Insurnasn Company IN WITNF,SS WHEREOF,North American Specialty Insurance Company and Washington International Insurance Company have caused their official seals to be hereunto affixed,and these presents to be signed by their authorized officers thisl3th day of March 2014 1. North American Specialty Insurance Company Washington International Insurance Company State of Illinois County of Cook ss' On this 13th day of March _,2014-before me,a Notary Public personally appeared Steven P.Anderson ,Senior Vice President of Washington International Insurance Company and Senior Vice President of North American Specialty Insurance Company and Michacl A.Ito, Vice President of Washington International Insurance Company and Vice President of North American Specialty Insurance Company, personally known to me,who being by me duty sworn,acknowledged that trey signed the above Power of Attorney as officers of and acknowledged said instmment to be the voluntary act and deed of their respective companies. OFFICIAL SEyy AL tJOTARYPU6LIC,STATE OFIBJNOIS M Kenny,N t ryFnbuc MYCOMMISSION EXPainS 1yD472D17 1, Jeffrey Goldberg the duly elected Assistant Secretary of North American Specialty Insurance Company and Washington International Insurance Company,do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney given by said North American Specialty Insurance Company and Washington International Insurance Company,which is still in full force and effect. IN WITNESS WHEREOF,I have sot my hand and affixed the seals of the Companies this day of 120 1f -_ . . Jeffrey O.Idb,,,,Vica P—idaa R Assistatt Scm.Np of WuhinNon Intematienal Insurance Company&Novh Ameeirm Speciepy huucume Cmnpm; i CONTRACT THIS AGREEMENT, made in duplicate, is entered into between the CITY OF KENT, a Washington municipal corporation ("City"), and R. I-• 4'-'A 4400 , organized under the laws of the State of b /W11,4rc7roR/ , located and doing business at ro7 u/rGCrA,y7 t}y�5.� /.� rvra cV4 ("Contractor"). WITNESS: In consideration of the terms and conditions contained herein and attached and made a part of this Agreement, the parties agree as follows: 1. The Contractor shall do all work and furnish all tools, materials, and equipment for: W. Gowe St. — 41h Ave. S. to 6th Ave. S. Drainage/Project Number: 15-3004 in accordance with and as described in the Contract and shall perform any alterations in or additions to the work provided under the Contract and every part thereof. The Contract shall include all project specifications, provisions, and plans; the City's general and special conditions; the 2014 Standard Specifications for Road, Bridge, and Municipal Construction, as prepared by the Washington State Department of Transportation and the Washington State Chapter of the American Public Works Association, including all published amendments issued by those organizations, if applicable ("Standard Specifications"); the City's bid documents; and the Contractor's response to the City's bid. The Contractor is responsible to obtain copies of the 2014 WSDOT Standard Specifications including the latest amendments issued by WSDOT as of the date of bid opening. Unless otherwise directed by the City, work shall start within ten (10) days after the City issues its Notice to Proceed and be completed within forty five (45) working days. The Contractor shall provide and bear all expense of all equipment, work, and labor of any sort whatsoever that may be required for the transfer of materials and for constructing and completing the work provided for in the Contract and every part thereof, except as mentioned in the specifications to be furnished by the City. 2: The City hereby promises and agrees with the Contractor to employ, and does employ, the Contractor to provide the materials and to do and cause to be done the above described work and to complete and finish the same according to the Contract and the terms and conditions herein contained and hereby contracts to pay for the same according to the Contract and the schedule of unit or itemized prices provided by Contractor in its response to the City's bid, at the time and in the manner and upon the conditions provided for in the Contract. 3. The Contractor for itself, and for its heirs, executors, administrators, successors, and assigns, does hereby agree to the full performance of all covenants herein contained upon the part of the Contractor. 4. It is further provided that no liability shall attach to the City by reason of entering into this contract, except as expressly provided herein. Gowe 4°r to 6th Ave Drainage/Kuehre 30 June 3, 2015 Project Number: 15-3004 5. Contractor shall defend, indemnify, and hold the City, its officers, officials, employees, agents, volunteers and assigns harmless from any and all claims, injuries, damages, losses or suits, including all legal costs and attorney fees, arising out of or in connection with the performance of this contract, except for injuries and damages caused by the sole negligence of the City. The City's inspection or acceptance of any of Contractor's work when completed shall not be grounds to avoid any of these covenants of indemnification. Should a court of competent jurisdiction determine that this contract is subject to RCW 4.24.115, then, in the event of liability for damages arising out of bodily injury to persons or damages to property caused by or resulting from the concurrent negligence of the Contractor and the-City its officers, officials, employees, agents and volunteers, the Contractor's liability hereunder shall be only to the extent of the Contractor's negligence. IT IS FURTHER SPECIFICALLY AND EXPRESSLY UNDERSTOOD THAT THE INDEMNIFICATION PROVIDED HEREIN CONSTITUTES THE CONTRACTOR'S WAIVER OF IMMUNITY UNDER INDUSTRIAL INSURANCE, TITLE 51 RCW, SOLELY FOR THE PURPOSES OF THIS INDEMNIFICATION. THE PARTIES FURTHER ACKNOWLEDGE THAT THEY HAVE MUTUALLY NEGOTIATED THIS WAIVER. The provisions of this section shall survive the expiration or termination of this contract. 6. Contractor agrees, upon the City's written demand, to make all books and records available to the City for inspection, review, photocopying, and audit in the event of a contract related dispute, claim, modification, or other contract related action at reasonable times (not to exceed three (3) business days) and at places designated by the City. 7. The Contractor shall procure and maintain, during the term of construction and throughout the specified term of maintenance, insurance of the types and in the amounts described in Exhibit A attached and incorporated by this reference. 8. Contractor is responsible for locating any underground utilities affected by the work and is deemed to be an excavator for purposes of RCW Ch. 19.122, as amended. Contractor shall be responsible for compliance with RCW Ch. 19.122, including utilization of the "one call" locator service before commencing any excavation activities. 9. Contractor shall fully cover any and all loads of loose construction materials, including but not limited to sand, dirt, gravel, asphalt, excavated materials, construction debris, etc, to protect said materials from air exposure and to minimize emission of airborne particles to the ambient air environment within the City. i Gowe 4t` to 6°i Ave Drainage/Kuehne 31 )une 3, 2015 Project Number; 15-3004 I CITY OF KENT BY. ,xZ , ,SUZETT �OKE, MAYOR DATE: ,3 ATTEST RONALD ORE C TY CLERK - i I ; APPR6VED AS/TO FC kk, KENT LAW DEPARTM NT CONTRACTOR t BY ,i PRINT NAME: Rle- 7VU L, 1qGrq TITLE: Pk&T/DMr— DATE: 7- IY-15 I Gowe 4" to 6`'Ave Drainage/Kuehne 32 June 3, 2015 Project Number: 15-3004I EXHIBIT A INSURANCE REQUIREMENTS FOR CONSTRUCTION PROJECTS Insurance The Contractor shall procure and maintain for the duration of the Agreement, insurance against-claims-for injuries-to-persons or damageto,property-which-may.- arise from or in connection with the performance of the work hereunder by the Contractor, their agents, representatives, employees or subcontractors. A. Minimum 13rope of Insurance Contractor shall obtain insurance of the types described below: 1. Commercial General Liability insurance shall be written on ISO occurrence form CG 00 01 or its equivalent, with minimum limits of $3,000,000 per occurrence and in the aggregate for each 1 year policy period. This coverage may be any combination of primary, umbrella or excess liability coverage affording total liability limits of not less than $3,000,000 per occurrence and in the aggregate. Products and Completed Operations coverage shall be provided for a period of 3 years following Substantial Completion of the work. The Commercial General Liability insurance shall be endorsed to provide the Aggregate per Project Endorsement ISO form CG 25 03 11 85. The City shall be named as an Additional Insured under the Contactor's Commercial General Liability insurance policy with respect to the work performed for the City. All endorsements adding Additional Insureds shall be issued on form CG 20 10 11 85 or a form deemed equivalent, providing the Additional Insureds with all policies and endorsements set forth in this section. 2. Automobile Liability insurance covering all owned, non-owned, hired and leased vehicles. Coverage shall be written on Insurance Services Office (ISO) form CA 00 01 or a substitute form providing equivalent liability coverage, If necessary, the policy shall be endorsed to provide contractual liability coverage. 3. Workers' Compensation coverage as required by the Industrial Insurance laws of the State of Washington. H. Minimum Announts of Insurance Contractor shall maintain the following insurance limits: 1. Commercial General Liability insurance shall be written with minimum limits of $3,000,000 per occurrence and in the aggregate for each 1 year policy period. This coverage may be any combination of primary, umbrella or excess liability coverage affording total liability limits of not less than $3,000,000 per occurrence and in the aggregate. Products and Completed Operations coverage shall be provided for a period of 3 years following Substantial Completion of the work. Gowe 4°' to 6"Ave Drainage/Kuehne 33 June 3, 2015 Ili Project Number: 15-3004 EXHIBIT A (Continued) 2. Automobile Liability insurance with a minimum combined single limit for bodily injury and property damage of $1,000,000 per accident. C. Other Insurance Provisions The insurance policies are to contain, or be endorsed to contain, the following provisions for Automobile Liability and Commercial General Liability: 1. The Contractor's insurance coverage shall be primary insurance as respect the City. Any insurance, self-insurance, or insurance pool coverage maintained by the City shall be excess of the Contractor's insurance and shall not contribute with it. 2. The Contractor's insurance shall be endorsed to state that coverage shall not be cancelled by either party, except after thirty (30) days prior written notice by certified mail, return receipt requested, has been given to the City. 3. The City of Kent shall be named as an additional insured on all policies (except Professional Liability) as respects work performed by or on behalf of the contractor and a copy of the endorsement naming the City as additional insured shall be attached to the Certificate of Insurance. The City reserves the right to receive a certified copy of all required insurance policies. The Contractor's Commercial General Liability insurance shall also contain a clause stating that coverage shall apply separately to each insured against whom claim is made or suit is brought, except with respects to the limits of the insurer's liability. D. Contractor's Ynsurance for Other Losses The Contractor shall assume full responsibility for all loss or damage from any cause whatsoever to any tools, Contractor's employee owned tools, machinery, equipment, or motor vehicles owned or rented by the Contractor, or the Contractor's agents, suppliers or contractors as well as to any temporary structures, scaffolding and protective fences. E. WaivL-r of Stibrogation The Contractor and the City waive all rights against each other any of their Subcontractors, Sub-subcontractors, agents and employees, each of the other, for damages caused by fire or other perils to the extend covered by Builders Risk insurance or other property insurance obtained pursuant to the Insurance Requirements Section of this Contract or other property insurance applicable to the work, The policies shall provide such waivers by endorsement or otherwise. F. Acc;eptabi➢ity of Insurers Insurance is to be placed with insurers with a current A.M. Best rating of not less than ANII. Gowe 4°1 to 6"Ave Drainage/Kuehne 34 June 3, 2015 Project Number: 15-3004 i EXHIBIT A (Continued) G. Verification of Coverage Contractor shall furnish the City with original certificates and a copy of the amendatory endorsements, including but not necessarily limited to the additional insured endorsement, evidencing the Automobile Liability and Commercial General Liability insurance of the Contractor before commencement of'the work. 11. Stibcontractor.,; Contractor shall include all subcontractors as insureds under its policies or shall furnish separate certificates and endorsements for each subcontractor. All coverages for subcontractors shall be subject to all of the same insurance requirements as stated herein for the Contractor. Gowe 41"to 6"'Ave Drainage/Kuehne 35 June 3, 2015 Project Number: 15-3004 A ' as oA 07/14/2015w1 CERTIFICATE OF LIABILITY INSURANCE THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW, THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER, IMPORTANT; If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder To Ilea of such endorsement(s). PRODUCER CONTACT NAME: Parker,Smith&Feek,Inc. PHONE ExW425-709-3600 _ FAX Nor.425-709-7460 2233112th Avenue,NE E-MAIL _ --- -- -.Bellevue,-VIA 98004 .- ADDRESS, -.. _.j. INSURERISI AFFORDING COVE RAGE NAIC III INSURER A: West American ins.Co. _- INSURED R. L. lia Company INSURER B: Ohio Security Insurance Company 107Williams -n Ave.S. INSURER c The Ohio Casually Insurance Co. _ Renton,WA 98057 INSURER D: - INSURERE: _. INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: 'I THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, PERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, IHE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.UNIT IS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. AUDL,SUBRj POLICY EFF POLICY EXP ILTR' TYPE OF INSURANCE POLICY NUMBER MMlDDM'YY MMIDDIYYYYTI LIMITS A GENERAL LIABILITY BKVV1556277888 1011/2014 1100/2015 ' EACHOCCURRENCE 5 i 000,000 _ DAMAGE TO RENTED 1000,000 X COMMERCIAL GENERAL DAHIIJTY X PREMISES(Ea 0=11.nm) $ _ CLAIMS-MADE x OCCUR MEO EXP(Arty one person) S 15.()00 PERSONAL.&ADV INJURY S 1,000,000 JI GENERAL AGGREGATE S 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP ASS 5 2,000.000 POLICY X I PRO- h LOU $ AUTOMOBILE LIABILITY BAS1666277888 COMBweDSINGLE LtMn 1000,000 g 10/112014 10/1/2015 Ea acc dent) _ I s _ X ANY AUTO X BODILY INJURY lPcrperson) IS ALL OWNED SCHEDULED BODILY INJURY(Pw.mdenl)' $ AUTOS AUTOS PROPERTY DAMAGE NON-OHIRED AUTOS AUTOS ED Pnrew&Htt) I S UMBRELLA LIAB x USO1556277888 EACH OCCURRENCE $ 2,DD0,000 C ocaJr. 1011/2014 10/1/2015 _. - x EXCESS HASOLAIMS MAOE', X AGGREGATE 5 2000,000 DEC I X RETENTIONS 10,000 1 $ WORKERS COMPENSATION BKWI656277886 77 WOV LAMIU9 x oTH- '4 AND EMPLOYERS'LIABILITY 10/1/2014 101112015 YIN "WA Stop Gap E L EACH ACCIDENT $ 1,000,000 ANY PROPPoETORIPARTNRRIEXEGDTIVE (W.d.Wy R HER EXCW DEDv C I NIA E_L DISEASE-EA_EMPLOYEE $ 1,OUQOOD (f y nddesed[a Hill r 1,000.ODD DES,dsecr be untlar E.L.DISEASE-POLICY LIMIT 5 DESCRIPTION OF OPERAI IONS belnx '.. DESCRIPTION OF OPERATIONS I LOCATIONS 1 VEHICLES (Attach ACORD 101,Addillonal Re,nnrks Schetlule,If more apaco is mqulretl) Project No. 15-3004—W Gowe StAth Ave S to 6th Ave 5 Drainage. City of Kent is included as Additional Insured per the attached endorsements CA 8810 0110 (Auto),CG 8871 0413(Gl.)and CU 6002 0697(XS). THIS CERTIFICATE REPLACES THE PREVIOUSLY ISSUED CERTIFICATE. i CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. City of Kent Public Works Department 400 West Gowe AUTHORIZED REPRESENTATIVE Kent,WA 98032 it 91988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD 'I of 6 ALIACOMP(ATEO0) i Policy No. BAS1556277888 (2) If the Limits of Insurance of any other insurance policy have been exhausted; or (3) To "bodily injury" or "property damage' that occurred before you acquired or formed the organization. 2. EMPLOYEES AS INSUREDS SECTION II —LIABILITY COVERAGE, paragraph A.1. —WHO IS AN INSURED is amended to include the following as an insured: f. Any "employee" of yours while using a covered "auto' you do not own, hire or borrow but only for acts within the scope of their employment by you. Insurance provided by this endorsement is excess over any..other insurance available to any"employee". g, An "employee" of yours while operating an "auto" hired or borrowed under a written contract or agreement in that "employee's" name, with your permission, while performing duties related to the conduct of your business and within the scope of their employment. Insurance provided by this endorsement is excess over any other insurance available to the "employee'. 3. ADDITIONAL INSURED BY CONTRACT, AGREEMENT OR PERMIT SECTION II —LIABILITY COVERAGE, paragraph A.I. —WHO IS AN INSURED is amended to include the following as an insured: h. Any person or organization with respect to the operation, maintenance or use of a covered "auto", provided that you and such person or organization have agreed in a written contract, agreement, or permit issued to you by governmental or public authority, to add such person, or organization, or governmental or public authority to this policy as an "insured". However, such person or organization is an "insured": (1) Only with respect to the operation, maintenance or use of a covered "auto` (2) Only for"bodily injury" or"property damage' caused by an "accident'which takes place after you executed the written contract or agreement, or the permit has been issued to you; and (3) Only for the duration of that contract, agreement or permit 4. SUPPLEMENTARY PAYMENTS SECTION II — LIABILITY COVERAGE, Coverage Extensions, 2.a. Supplementary Payments, paragraphs (2) and (4) are replaced by the following: (2) Up to $3,000 for cost of bail bonds (including bonds for related traffic violations) required because of an "accident' we cover. We do not have to furnish these bonds. (4) All reasonable expenses incurred by the insured at our request, including actual loss of earnings up to $500 a day because of time off from work. 5. AMENDED FELLOW EMPLOYEE EXCLUSION In those jurisdictions where, by law, fellow employees are not entitled to the protection afforded to the employer by the workers compensation exclusivity rule, or similar protection, the following provision is added: SECTION II — LIABILITY, exclusion B.5. FELLOW EMPLOYEE does not apply if the"bodily injury" results from the use of a covered "auto' you own or hire. SECTION III —PHYSICAL DAMAGE COVERAGE is amended as follows: 6. HIRED AUTO PHYSICAL DAMAGE Paragraph A.4. Coverage Extensions of SECTION III — PHYSICAL DAMAGE COVERAGE, is amended by adding the following: If hired "autos" are covered "autos" for Liability Coverage, and if Comprehensive, Specified Causes of Loss or Collision coverage are provided under the Business Auto Coverage Form for any "auto" you own, then the Physical Damage coverages provided are extended to"autos": a. You hire, rent or borrow; or ©2010 Liberty Mutual Insurance Company. All rights reserved. CA 88 10 01 10 Includes copyrighted material of Insurance Services Office,with Its permission. Page 2 of 7 2 of G AIJACOMP(ATE00) i Policy No. BKW1556277888 COMMERCIAL GENERAL LIABILITY CG 88 71 04 13 THIS ENDORSEMENT CHANGES THE POLICY, PLEASE READ IT CAREFULLY. ADDITIONAL INSURED — OWNERS, LESSEES OR CONTRACTORS — AUTOMATIC STATUS WHEN REQUIRED IN CONSTRUCTION AGREEMENT WITH YOU This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART A. Paragraph 2. under Section II —Who Is An Insured is amended to include as an insured any person or organization whom you have agreed to add as an additional insured in a written contract or written agreement. Such person or organization is an additional insured but only with respect to liability for "bodily injury", "property damage' or"personal and advertising injury" caused, in whole or in part, by: 1. Your acts or omissions or the acts or omissions of those acting on your behalf in the performance of your ongoing operations for the additional insured that are the subject of the written contract or written agreement provided that the"bodily injury' or"property damage" occurs, or the"personal and advertising injury' is committed, subsequent to the signing of such written contract or written agreement. However, the insurance afforded to such additional insured: 1. Only applies to the extent permitted by law; and 2. Will not be broader than that which you are required by the contract or agreement to provide for such additional insured. A person's or organization's status as an additional insured under this endorsement ends when: a. All work, including materials, parts or equipment furnished in connection with such work, on the project (other than service, maintenance or repairs)to be performed by or on behalf of the additional insured(s) at the location of the covered operations has been completed; or I b. That portion of"your work" out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same project. The insurance provided by this endorsement applies only if the written contract or written agreement is signed prior to the"bodily injury" or"property damage". We have no duty to defend an additional insured under this endorsement until we receive written notice of a"suit" by the additional insured as required in Paragraph b. of Condition 2. Duties In the Event Of Occurrence, Offense, Claim Or Suit under Section IV— Commercial General Liability Conditions. B. With respect to the insurance provided by this endorsement, the following are added to Paragraph 2. Exclusions under Section I —Coverage A—Bodily Injury And Property Damage Liability: This insurance does not apply to: 1. "Bodily injury" or"property damage" arising from the sole negligence of the additional insured. 2. "Bodily injury" or"property damage" that occurs prior to you commencing operations at the location where such "bodily injury' or"property damage"occurs. 2013 Liberty Mutual Insurance CG 88 71 04 13 Includes copyrighted material of Insurance Services Office,Inc.,with its permission. Page 1 of 3 3 of 6 ALIACOMP(Al F 00) i Policy No. BKW1556277888 3. "Bodily injury", "property damage"or"personal and advertising injury' arising out of the rendering of, or the failure to render, any professional architectural, engineering or surveying services, including: a. The preparing, approving, or failing to prepare or approve, maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; or b. Supervisory, inspection, architectural or engineering activities. This exclusion applies even if the claims against any insured allege negligence or other wrongdoing in the supervision, hiring, employment, training or monitoring of others by that insured, if the "occurrence" which caused the"bodily injury"or"property damage", or the offense which caused the 'personal and advertising injury', involved the rendering or failure to render any professional architectural, engineering or surveying services. 4. "Bodily injury" or"property damage" occurring after: a. All work, including materials, parts or equipment furnished in connection with such work, on the project (other than service, maintenance or repairs) to be performed by or on behalf of the additional insured(s) at the location of the covered operations has been completed; or b. That portion of"your work" out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same project. 5. Any person or organization specifically designated as an additional insured for ongoing operations by a separate Additional Insured -Owners, Lessees Or Contractors endorsement issued by us and made a part of this policy. C. The limits of insurance applicable to the additional insured are those specified in a written contract or written agreement or the limits of insurance as stated in the Declarations of this policy and defined in Section III — Limits Of Insurance of this policy, whichever are less, These limits are inclusive of and not in addition to the limits of insurance available under this policy. D. With respect to the coverage afforded by this endorsement, Section IV—Commercial General Liability Conditions is amended as follows: 1. The following is added to Paragraph 2. Duties In The Event Of Occurrence, Claim Or Suit: An additional insured under this endorsement will as soon as practicable: a. Give written notice of an "occurrence" or an offense, that may result in a claim or"suit" under this insurance to us; b. Tender defense and indemnity of any claim or"suit"to all insurers whom also have insurance available to the additional insured; and G. Agree to make available any other insurance which the additional insured has for a loss we cover under this Coverage Part. d. We have no duty to defend or indemnify an additional insured under this endorsement until we receive written notice of a"suit" by the additional insured. 2. Condition 4. Other Insurance of Section IV—Commercial General Liability Conditions is amended as follows: a. The following is added to Paragraph a. Primary Insurance: If an additional insured's policy has an Other Insurance provision making its policy excess, and you have agreed in a written contract or written agreement to provide the additional insured coverage on a primary and noncontributory basis, this policy shall be primary and we will not seek contribution from the additional insured's policy for damages we cover. I ©2013 Liberty Mutual Insurance C CG 88 71 04 13 Includes copyrighted matedai of Insurance Services office,Inc.,with Its permission. Page 2 of 3 4 at 6 ALIACOMP(A I i-(JO) Policy No. BKW1556277888 b. The following is added to Paragraph b. Excess Insurance: When a written contract or written agreement, other than a premises lease, facilities rental contract or agreement, an equipment rental or lease contract or agreement, or permit issued by a state or political subdivision between you and an additional insured does not require this insurance to be primary or primary and non-contributory, this insurance is excess over any other insurance for which the additional insured is designated as a Named Insured. Regardless of the written agreement between you and an additional insured, this insurance is excess over any other insurance whether primary, excess, contingent or on any other basis for which the additional insured has been added as an additional insured on other policies. I ©2013 Liberty Mutual Insurance CG 88 71 04 13 Includes copyrighted material of Insurance Services Office, Inc.,with its permission. Page 3 of 3 5 of 6 ALIACOMP(ATE00) Policy No. USO1556277888 (1) coverage under this provi- "unloading" of any "autos," aircraft or sion is afforded only until the watercraft unless such coverage is In- 90th day after you acquire or eluded under the policies listed in the form the organization or the Schedule of Underlying Insurance and end of the policy period, for no broader coverage than Is pro- whichever Is earlier; vided under such underlying policies. (2) coverage does not apply to Employees Include "leased workers" "bodily injury," "property but not "temporary workers." "Leased damage," "personal injury" workers" are leased to you by a labor or "advertising injury" that leasing firm under an agreement be- occurred before you acquired tween you and the labor leasing firm or formed the organization; to perform related duties to the con- and duct of your business. "Leased work- j ers" are not "temporary workers," (3) coverage applies only if the "Temporary workers" are persons fur- organization is included un- nished to you to substitute for perma- der the coverage provided by nent employees on leave or to meet the policies listed In the seasonal or short-term workload condi- Schedule of Underlying In- tions, surance and then for no broader coverage than Is 7. Any person, other than one of your provided under such under- employees, or organization while act- lying policies. ing as your real estate manager, 2. If you are an Individual, you and your 8. Any person (other than your partners, spouse, but only with respect to the executive officers, directors, stockhol- conduct of a business of which you are ders or employees) or organizations the sole owner as of the effective date with respect to any "auto" owned by of this policy. you, loaned to you or hired by you or on your behalf and used with your per- 3. If you are a partnership or joint ven- mission, ture, the partners or members and their spouses but only as respects the However, the coverage granted by this conduct of your business. Provision S. does not apply to any per- son using an "auto" while working In a 4. If you are a limited liability company, business that sells, services, repairs or the members or managers but only as parks "autos" unless you are in that respects the conduct of your business. business. 5. Any person or organization, other than g, No person or organization is an "In- the Named Insured, included as an ad- sured" with respect to the conduct of ditional "Insured" by virtue of an "in- any current or past partnership or joint sured contract," and to which coverage venture that is not shown as a Named is provided by the "underlying insur- insured in the Declarations, ance," and for no broader coverage than is provided by the "underlying G. "Insured contract" means any oral or writ- insurance" to such additional "In- ten contract or agreement entered into by sured," you and pertaining to your business under which you assume the "tort liability" of 6. Any of your partners, executive offi- another party to pay for "bodily injury" or cers, directors, or employees but only "property damage" to a third person or while acting within the scope of their organization, provided that the "bodily in- duties, jury" or "property damage" occurs subse- However, the coverage granted by this quent to the execution of the contract or Provision 6. does not apply to the own- ership, maintenance, use, "loading" or CU 60 02 06 97 (Page 7 of 15) i KENT SPECIAL. PROVISIONS TABLE OF CONTENTS PAGE DIVISION 1 GENERAL REQUIREMENTS ..................................... 1-1 1 -01 Definitions and Terms................................................... ... 1-1 1 -02 Bid Procedures and Conditions.......................................... 1-2 1 -03 Award and Execution of Contract....................................... 1-5 1 -04 Scope of the Work .......................................................... 1-6 1 -05 Control of Work .............................................................. 1-8 1-06 Control of Material .......................................................... 1-15 1-07 Legal Relations and Responsibilities to the Public................. 1 -17 1-08 Prosecution and Progress ................................................. 1-22 1-09 Measurement and Payment .............................................. 1-26 1-10 Temporary Traffic Control ................................................ 1-28 DIVISION 2 EARTHWORK.......................................................... 2-1 2-01 Clearing, Grubbing, and Roadside Cleanup ......................... 2-1 2-02 Removal of Structures and Obstructions............................. 2-1 2-03 Roadway Excavation and Embankment .............................. 2-4 2-06 Subgrade Preparation...................................................... 2-4 2-07 Watering ....................................................................... 2-5 DIVISION 4 BASES.................................................................... 4-1 4-04 Ballast and Crushed Surfacing .......................................... 4-1 DIVISION 5 SURFACE TREATMENTS AND PAVEMENTS .............. 5-1 5-02 Bituminous Surface Treatment.......................................... 5-1 5-04 Hot Mix Asphalt .............................................................. 5-1 DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS AND CONDUITS............... 7-1 7-04 Storm Sewers ................................................................ 7-1 7-05 Manholes, Inlets, Catch Basins, and Drywells...................... 7-2 7-08 General Pipe Installation Requirements .............I....I........... 7-5 7-12 Valves for Water Mains .................................................... 7-9 DIVISION 8 MISCELLANEOUS CONSTRUCTION ......................... 8-1 8-01 Erosion Control and Water Pollution Control ........................ 8-1 8-02 Roadside Restoration....................................................... 8-4 8-04 Curbs, Gutters, and Spillways........................................... 8-8 8-06 Cement Concrete Driveway Entrances................................ 8-8 8-09 Raised Pavement Markers ................................................ 8-9 8-13 Monument Cases ............................................................ 8-10 8-14 Cement Concrete Sidewalks ............................................. 8-11 8-20 Illumination, Traffic Signal Systems, and Electrical .............. 8-12 8-22 Pavement Marking .......................................................... 8-15 8-23 Temporary Pavement Markings ......................................... 8-17 Gowe 4°"to 6°"Ave Drainage/Kuehne June 3, 2015 Project Number: 15-3004 i KENT SPECIAL PROVISIONS The following Kent Special Provisions ("Kent Special Provisions") modify and supersede any conflicting provisions of the 2014 Standard Specifications for Road, Bridge, and Municipal Construction, as prepared by the Washington State Department of Transportation and the Washington State Chapter of the American Public Works Association, including all published amendments issued by those organizations ("WSDOT Standard Specifications"). Otherwise all provisions of the WSDOT Standard Specifications shall apply. All references in the WSDOT Standard Specifications to the State of Washington, its various departments or directors, or to the contracting agency, shall be revised appropriately to include the City and/or City Engineer, except for references to State statutes or regulations. Finally, all of these documents are a part of this contract. Each specification contains all current specifications applicable to the particular work and may include references which do not apply to this particular project. DIVISION 1 - GENERAL REQUIREMENTS 1-01 DEFINITIONS AND TERMS SECTION 1-01.1 IS SUPPLEMENTED BYADDING THE FOLLOWING: 1-01.1 General When these Kent Special Provisions make reference to a "Section," for example, "in accordance with Section 1-01," the reference is to the WSDOT Standard Specifications as modified by these Kent Special Provisions, SECTION 1-01.2(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1-01.2(2) Items of Work and Units of Measurement EA Each Eq. Adj. Equitable Adjustment FA Force Account HR Hour M GAL Thousand gallons NIC Not In Contract SF Square Feet SECTION 1-01.3, "CONTRACT"DEFINITION, IS DELETED AND REPLACED WITH THE FOLLOWING: 1-01.3 Definitions Contract The written agreement between the Contracting Agency and the Contractor. It describes, among other things: Gowe 41h to 61h Ave Drainage/Kuehne 1 - 1 June 3, 2015 j Project Number: 15-3004 I . What work will be done, and by when; 2. Who provides labor and materials; and 3. How Contractors will be paid. The Contract includes the Contract (agreement) Form, Bidder's completed Proposal Form, Kent Special Provisions, Contract Provisions, Contract Plans, WSDOT Standard Specifications, Kent Standard Plans, Addenda, various certifications and affidavits, supplemental agreements, change orders, and subsurface boring logs (if any). Also incorporated in the Contract by reference are; i 1 . Standard Plans (M21 -01) for Road, Bridge and Municipal Construction as prepared by the Washington State Department of Transportation and the American Public Works Association, current edition; 2. Manual on Uniform Traffic Control Devices for Streets and Highways, current edition, and; 3. American Water Works Association Standards, current edition; 4. The current edition of the "National Electrical Code." Responsibility for obtaining these publications rests with the Contractor. Incidental Work The terms "incidental to the project," "incidental to the involved bid item(s)," etc., as used in the Contract shall mean that the Contractor is required to complete the specified work and the cost of such work shall be included in the unit contract prices of other bid items as specified in Section 1-04.1 (Intent of the Contract). No additional payment will be made. 1-02 BID PROCEDURES AND CONDITIONS SECTION 1-02.1 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.1 Qualification of Bidders Bidders shall be qualified by ability, experience, financing, equipment, and organization to do the work called for in the Contract. The City reserves the right to take any action it deems necessary to ascertain the ability of the Bidder to perform the work satisfactorily. This action includes the City's review of the qualification information in the bid documents. The City will use this qualification data in its decision to determine whether the lowest responsive bidder is also responsible and able to perform the contract work. If the City determines that the lowest bidder is not the lowest responsive and responsible bidder, the City reserves its unqualified right to reject that bid and award the contract to the next lowest bidder that the City, in its sole judgment, determines is also responsible and able to perform the contract work (the "lowest responsive and responsible bidder"). Gowe 4`"to 6'b Ave Drainage/Kuehne 1 - 2 June 3, 2015 Project Number: 15-3004 I SECTION 1-02.2 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.2 Plans and Specifications i Upon awarding the Contract, the City shall supply to the Contractor, for its own use, five (5) copies of the plans and specifications. Additional copies can be purchased from the City at the price specified by the City or in the Invitation to Bid. SECTION 1-02.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.6 Proposal Forms Prospective bidders may obtain Bid Documents including a "Bid Proposal" for the advertised project from the City upon furnishing a non-refundable payment as specified in the "Invitation to Bid" or by downloading at no charge at www.kentwa.gov/procurement; however, a prospective bidder remains responsible to obtain Bid Documents, even if unable to download documents through City's internet connection, whether or not inability to access is caused by the bidder's or the City's technology. Bid Documents may be requested by mail, or picked up at the Public Works Engineering Department, 400 West Gowe Street, Second Floor, Kent, Washington 98032. SECTION 1-02.6 IS REVISED BY DELETING THE THIRD PARAGRAPH AND REPLACING WITH THE FOLLOWING. 1-02.6 Preparation of Proposal It is the Bidder's sole responsibility to obtain and incorporate all issued addenda into the bid, In the space provided on the Proposal Signature Page, the Bidder shall confirm that all Addenda have been received. All blanks in the proposal forms must be appropriately filled in. SECTION 1-02.6 IS SUPPLEMENTED BYADDING THE FOLLOWING TO THE LAST PARAGRAPH: Proposals must contain original signature pages. FACSIMILES OR OTHER FORMS OF ELECTRONIC DELIVERY ARE NOT ACCEPTABLE AND ARE CONSIDERED NON-RESPONSIVE SUBMITTALS. SECTION 1-02.7 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.7 Bid Deposit A deposit of at least 5 percent of the total Bid shall accompany each Bid. This deposit may be cash, cashier's check, or a proposal bond (Surety bond). Any proposal bond shall be on the City's band form and shall be signed by the Bidder and the Surety. A proposal bond shall not be conditioned in any way to modify the minimum 5-percent required. The Surety shall: (1) be registered with the Washington State Insurance Commissioner, and (2) appear on the current Authorized Gown 4`'to 61h Ave Drainage/Kuehne 1 - 3 June 3, 2015 Project Number: 15-3004 Insurance List in the State of Washington published by the Office of the Insurance Commissioner. The failure to furnish a Bid deposit of a minimum of 5 percent with the Bid shall make the Bid nonresponsive and shall cause the Bid to be rejected by the Contracting Agency. SECTION 1-02.8(2) LOBBYING CERTIFICATION IS REVISED WITH THE FOLLOWING CLARIFICATION: THIS SECTION ONLY APPLIES TO FEDERAL- AID CONTRACTS. SECTION 1-02.9 IS DELETED AND REPLACED WITH THE FOLLOWING: I 1-02.9 Delivery of Proposal All bids must be sealed and delivered in accordance with the "Invitation to Bid." Bids must be received at the City Clerk's office by the stated time, regardless of delivery method, including U.S. Mail. SECTION 1-02.10 IS DELETED AND REPLACED WITH THE FOLLOWING. 1-02.10 Withdrawing, Revising, or Supplementing Proposal After submitting a Bid Proposal to the Contracting Agency, the Bidder may withdraw or revise it if: 1 . The Bidder submits a written request signed by an authorized person, and 2. The Contracting Agency receives the request before the time for opening Bids. The original Bid Proposal may be revised and resubmitted as the official Bids Proposal if the Contracting Agency receives it before the time for opening Bids. SECTION 1-02.11 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.11 Combination and Multiple Proposals No person, firm or corporation shall be allowed to make, file, or be interested in more than one bid for the same work unless alternate bids are specifically called for; however, a person, firm, or corporation that has submitted a subproposal to a bidder, or that has quoted prices of materials to a bidder is not disqualified from submitting a subproposal or quoting prices to other bidders or from making a prime proposal. SECTION 1-02.13 IS REVISED BYDELETING ITEM 1(a) AND REPLACING ITEM 1(a) WITH THE FOLLOWING: 1-02.13 Irregular Proposals a. The bidder is not prequalified when so required. Gowe 4� to 6"' Ave Drainage/Kuehne 1 - 4 June 3, 2015 Project Number: 15-3004 SECTION 1-02.14 IS REVISED BY DELETING ITEM 3 AND REPLACING WITH THE FOLLOWING: 1-02.14 Disqualification of Bidders 3. The bidder is not qualified for the work or to the full extent of the bid. 1-03 AWARD AND EXECUTION OF CONTRACT SECTION 1-03. 1 IS REVISED BY INSERTING THE FOLLOWING PARAGRAPH AFTER THE SECOND PARAGRAPH IN THAT SECTION. i 1-03.1 Consideration of Bids The City also reserves the right to include or omit any or all schedules or alternates of the Proposal and will award the Contract to the lowest responsive, responsible bidder based on the total bid amount, including schedules or alternates selected by the City. SECTION 1-03.2 1S REVISED BY REPLACING "45 CALENDAR DAYS" WITH "60 CALENDAR DAYS"RELATING TO CONTRACT AWARD OR BID REJECTION. 1-03.2 Award of Contract SECTION 1-03.3 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-03.3 Execution of Contract The form of contract that the successful bidder, as the Contractor, will be required to execute, and the forms and the amount of surety bonds that it will be required to furnish at the time of execution of the contract are included in the bid documents and should be carefully examined. The contract and the Surety Bonds will be executed in two (2) original counterparts. Within 10 calendar days after the award date, the successful bidder shall return the signed City prepared contract, insurance certification as required by the contract, and a satisfactory bond as required by law and Section 1-03.4 of the WSDOT Standard Specifications. If the successful bidder fails to provide these documents within this 10-day period, the City may, at its sole discretion, reduce the time for completion of the contract work by one working day for each calendar day after this 10-day period that the successful bidder fails to provide all required documents. Until the City executes a contract, no proposal shall bind the City nor shall any work begin within the project limits or within City-furnished sites. The Contractor shall bear all risks for any work begun outside Gowe 4'h to 6°M1 Ave Drainage/Kuehne 1 - 5 June 3, 2015 Project Number: 15-3004 such areas and for any materials ordered before the contract is executed by the City. No claim for delay shall be granted to the Contractor due to its failure to submit the required documents to the City in accordance with the schedule provided in these Kent Special Provisions. SECTION 1-03.7 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-03.7 Judicial Review Any decision made by the City regarding the award and execution of the contract or bid rejection shall be conclusive subject to the scope of judicial review permitted under Washington State Law. Such review, if any, shall be timely filed in the King County Superior Court, located in Kent, Washington. 1-04 SCOPE OF THE WORK SECTION 1-04. 1(2) IS DELETED AND REPLACED WITH THE FOLLOWING: 1-04.1(2) Bid Items Not Included in the Proposal The Contractor shall include all costs of doing the work within the bid item prices. If the contract plans, contract provisions, addenda, or any other part of the contract require work that has no bid item price in the proposal form, the entire cost of labor and materials required to perform that work shall be incidental and included with the bid item prices in the contract. SECTION 1-04.2 IS SUPPLEMENTED BY ADDING THE WORDS, "KENT SPECIAL PROVISIONS, KENT STANDARD PLANS"FOLLOWING THE WORDS, "CONTRACT PROVISIONS" IN THE FIRST SENTENCE OF THE FIRST PARAGRAPH. SECTION 1-04.2 IS REVISED BY DELETING ITEMS 1 THROUGH 7 IN THE SECOND PARAGRAPH AND REPLACING WITH THE FOLLOWING S ITEMS: 1-04.2 Coordination of Contract Documents, Plans, Special Provisions, Specifications, and Addenda 1 . Approved Change Orders 2. The Contract Agreement 3. Kent Special Provisions 4. Contract Plans 5. Amendments to WSDOT Standard Specifications 6. WSDOT Standard Specifications 7. Kent Standard Plans 8. WSDOT Standard Plans SECTION 1-04.4 IS REVISED BY DELETING THE THIRD PARAGRAPH (INCLUDING SUBPARAGRAPHS A AND B). Gowe 4"'to 6"'Ave Drainage/Kuehne 1 - 6 June 3, 2015 Project Number: 15-3004 i SECTION 1-04.4 IS REVISED BY DELETING THE FIFTH PARAGRAPH AND REPLACING IT WITH THE FOLLOWING: 1-04.4 Changes For Item 2, increases or decreases in quantity for any bid item shall be paid at the appropriate bid item contract price, including any bid item increase or decrease by more than 25 percent from the original planned quantity. SECTION 1-04.6 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-04.6 Variation in Estimated Quantities Payment to the Contractor will be made only for the actual quantities of Work performed and accepted in conformance with the Contract. SECTION 1-04.7 IS REVISED BY DELETING THE SECOND PARAGRAPH AND REPLACING WITH THE FOLLOWING. 1-04.7 Differing Site Conditions (Changed Conditions) Upon written notification, the Engineer will investigate the conditions and if he/she determines that the conditions materially differ and cause an increase or decrease in the cost or time required for the performance of any Work under the Contract, an adjustment will be made and the Contract modified in writing accordingly. No claim for loss of anticipated profits will be allowed when determining this adjustment. The Engineer will notify the Contractor of his/her determination whether or not an adjustment of the Contract is warranted. SECTION 1-04.9 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-04.9 Use of Private Properties Staging and storage locations must be properly permitted for that use. The Contractor will obtain those permits before putting the site to its intended use. Limits of construction are indicated or defined on the plans. The Contractor shall confine all construction activities within these limits. It is the Contractor's sole responsibility to obtain all necessary permits/approvals to use the private property, specifically including, without limitation, all permits or approvals subject to State Environmental Policy Act, Shoreline Management Act, and critical areas regulations. Before using any private property as a staging or storage area (or for any other use), the Contractor shall thoroughly investigate the property for the presence of critical areas, buffers of critical areas, or other regulatory restrictions as defined in Kent City Code, county, Gowe 4°i to 61h Ave Drainage/Kuehne 1 - 7 June 3, 2015 Project Number: 15-3004 state or federal regulations, and the Contractor shall provide the City written documentation that the property is not subject to other regulatory requirements or that the Contractor has obtained all necessary permits/approvals needed to use the property as the Contractor intends. Upon vacating the private property the Contractor shall provide the City written verification that it has obtained all releases and/or performed all mitigation work as required by the conditions of the permit/approval and/or agreement with the property owner. SECTION 1-04.11 ITEM 2 IS DELETED AND REPLACED WITH THE FOLLOWING. 1-04.11 Final Cleanup 2. Remove from the project all unapproved and/or unneeded material left from grading, surfacing, or paving. 1-05 CONTROL OF WORK SECTION 1-05.4 IS REVISED BY DELETING THE LAST FOUR PARAGRAPHS. i 1-05.4 Conformity With and Deviations From Plans and Stakes 1-05.5 City Provided Construction Staking 1-05.5(1) General As used in this Section 1-05.5, the words, "stake," "mark," "marker," or "monument" will be deemed to include any kind of survey marking, whether or not set by the City. The City will supply construction stakes and marks establishing lines as set forth in Sections 1-05.5(2) through 1-05.5(6) of the Kent Special Provisions. The Contractor shall assume full responsibility for detailed dimensions, elevations, and excavation slopes measured from these City furnished stakes and marks. The Contractor shall provide a work site clear of equipment, stockpiles and obstructions which has been prepared and maintained to permit construction staking to proceed in a safe and orderly manner. A City survey crew can stake a finite amount of work in a single day (see Section 1-05.5(6) of the Kent Special Provisions). The Contractor shall provide staking requests for a reasonable amount of work to the Engineer at least 3 working days in advance to allow the survey crew adequate time for setting stakes. If the work site is obstructed so that survey work cannot be done, a new request for work shall be submitted by the Contractor so that the survey can be rescheduled once the site is properly prepared. Up to an additional 3 working days may be required depending on work load for the city survey crew to complete the rescheduled work. Note: A surveyor working day is a consecutive Gowe 4`"to 6`"Ave Drainage/Kuehne 1 - 8 June 3, 2015 Project Number: 15-3004 eight hour period between 7:00 AM and 6:00 PM, Monday through Friday, except holidays as listed in Section 1-08.5. It is illegal under Revised Code of Washington 58.09.130 and Washington State Administrative Code 332-120 to willfully destroy survey markers. Stakes, marks, and other reference points set by City forces, and existing City, State or Federal monumentation, shall be carefully preserved by the Contractor. The Contractor shall notify the Engineer immediately if it becomes apparent that a survey marker will be disturbed due to construction. The Contractor will allow ample time for City Survey Department personnel to acquire adequate information so that the monument may be replaced in its original position after construction. If the City is not notified, and a stake, marker or monument is disturbed or destroyed the Contractor will be charged at a rate of $150/hr for a city survey crew to replace the stake, marker or monument that was not to be disturbed or damaged by the Contractor's operations. This charge will be deducted from monies due or to become due to the Contractor. Any claim by the Contractor for extra compensation by reason of alterations or reconstruction work allegedly due to error in the Surveyor's line and grade will not be allowed unless the original control points set by the Surveyor still exist, or unless the Contractor can provide other satisfactory substantiating evidence to prove the error was caused by incorrect city-furnished survey data. Three consecutive points set on line or grade shall be the minimum points used to determine any variation from a straight line or grade. Any such variation shall, upon discovery, be reported to the Engineer. In the absence of such report, the Contractor shall be liable for any error in alignment or grade. 1-05.5(2) Roadway and Utility Surveys The Engineer shall furnish to the Contractor, one time only, all principal lines and measurements the Engineer deems necessary for completion of the work. These shall generally consist of one initial set of: 1 . Offset points to establish line and horizontal location of new concrete sidewalks, driveways and asphalt replacements depicted in the plan set. 1-05.5(4) Control Stakes Stakes that constitute reference points for all construction work will be conspicuously marked with an appropriate color of flagging tape. It will be the responsibility of the Contractor to inform its employees and subcontractors of the importance and necessity to preserve the stakes. The Contractor shall determine appropriate construction stake offset distances to prevent damage to stakes by its construction equipment. Should it become necessary, for any reason, to replace these control stakes, the Contractor will be charged at the rate of $150/hr for a city Gowe 4"'to 6"' Ave Drainage/Kuehne 1 - 9 June 3, 2015 Project Number: 15-3004 survey crew to replace the stakes. The Contractor may not charge the City for any standby or "down" time as a result of any replacement of control stakes. If the removal of a control stake or monument is required by the construction operations of the Contractor or its subcontractors, and advance notice of at least three (3) full working days is given to the City, the City will reference, remove, and later replace the stakes or monument at no cost to the Contractor. 1-05.5(5) Staking Services Work requests must be made at least 3 working days in advance of the required stakino. The City will furnish the following stakes and reference marks: 1 . Curb and Gutters - One set of curb and gutter stakes shall be set at an appropriate offset to establish proper alignment as needed. The Contractor, at its own expense, shall stake all other items not listed above to construct the project per the Plans and Specifications. Staking for channelization, traffic loops, and all other items not listed above shall be the sole responsibility and expense of the Contractor. The City may, at its sole discretion, provide additional staking at the request of the Contractor at the rate of $150/hour. 1-05.5(6) Survey Requests It shall be the Contractor's responsibility to properly schedule survey crews and coordinate staking requests with construction activities. A survey crew may be reasonably expected to stake any one of the following items, in the quantity shown, in a single day: Curb and gutter +/-1300 lineal feet (one side only) Actual quantities may vary based on the complexity of the project, line of sight considerations, traffic interference, properly prepared work site, and other items that could affect production. The Contractor shall be aware that length does not always translate directly into stationing. For example, a survey request for storm sewer pipe from Station 3+00 to 8+00 is 500 lineal feet in length. 1-05.8 City's Right to Correct Defective and Unauthorized Work i 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, the Engineer may correct and remedy that work as may be identified in the written notice, by any means that the Engineer may deem necessary, including the use of City forces or other contractors. Gowe 41"to 61"Ave Drainage/Kuehne 1 - 10 June 3, 2015 Project Number: 15-3004 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 the work the Contractor refuses to perform completed by using City or other forces. An emergency situation is any situation which, in the opinion of the Engineer, could be potentially unsafe if its remedy is delayed, or might cause serious risk of loss or damage to the public. Direct and indirect costs incurred by the City 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 may be deducted by the Engineer from monies due, or to became due, the Contractor. Direct and indirect costs shall include, 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 City's rights provided by this section nor shall the exercise of this right diminish the City's right to pursue any other remedy available under law with respect to the Contractor's failure to perform the work as required. SECTION 1-05.10 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-05.10 Guarantees In addition to any other warranty or guarantee provided for at law or in the parties' contract, the Contractor shall furnish to the Contracting Agency any guarantee or warranty furnished as a customary trade practice in connection with the purchase of any equipment, materials, or items incorporated into the project. Upon receipt of written notice of any required corrective work, the Contractor shall pursue vigorously, diligently, and without disrupting city facilities, the work necessary to correct the items listed. Approximately sixty (60) calendar days prior to the one year anniversary of final acceptance, the Contractor shall be available to tour the project, with the Engineer, in support of the Engineer's effort to establish a list of corrective work then known and discovered. SECTION 1-05.11 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-05.11 Final Inspection 1-05.11 (1) Substantial Completion Date When the Contractor considers the work to be substantially complete, the Contractor shall notify the Engineer and request in writing that the i Gowe 4t'to 6°i Ave Drainage/Kuehne 1 - 11 June 3, 2015 Project Number: 15-3004 Engineer establish the Substantial Completion Date, To be considered substantially complete the following conditions must be met: 1 . The City must have full and unrestricted use and benefit of the facilities, both from an operational and safety standpoint, 2. Only minor incidental work, replacement of temporary substitute facilities, or correction or repair work remains to reach physical completion of the work. The Contractor's request shall list the specific items of work in subparagraph two above that remain to be completed in order to reach physical 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. However, 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, notify the Contractor giving the reasons for the Engineer's determination. Upon receipt of written notice from the Engineer 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. This process shall be repeated until the Engineer establishes the Substantial Completion Date. 1-05.11 (2) Final Inspection and Physical Completion Date When the Contractor considers the work physically complete and the Engineer agrees that the work is ready for Final Inspection, the Contractor, by written notice, shall request that the Engineer 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, if necessary, 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 all necessary corrective measures to remedy the listed deficiencies. The Contractor shall allocate the necessary resources to pursue completion of all corrective work vigorously, diligently, and without interruption until achieving physical completion of the listed deficiencies. This process will continue until the Engineer is satisfied that all listed deficiencies have been corrected. Gowe 41h to 61h Ave Drainage/Kuehne 1 - 12 June 3, 2015 Project Number: 15-3004 If action to correct the listed deficiencies is not initiated within seven (7) calendar days after receipt of the written notice listing the deficiencies, the Engineer may, upon written notice to the Contractor, take all necessary steps to correct those deficiencies and may deduct all costs incurred to correct the deficiencies from monies due or to become due the Contractor. Upon correction of all deficiencies, the Engineer will notify the Contractor, 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 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 City 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 of signal systems, building 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. In the event the contract does not specify testing time periods, the default testing time period shall be twenty-one (21) calendar days. During and following the test period, the Contractor shall correct any items of workmanship, materials, or equipment that 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 various contract bid item prices unless specifically set forth otherwise in the contract. 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. Gowe 0 to 6"' Ave Drainage/Kuehne 1 - 13 June 3, 2015 Project Number: 15-3004 SECTION 1-05.13 IS REVISED BY DELETING THE LAST PARAGRAPH AND REPLACING WITH THE FOLLOWING: 1-05.13 Superintendents, Labor, and Equipment of Contractor Whenever the City evaluates the Contractor's qualifications pursuant to Section 1-02.1 , the City may take these or other Contractor performance reports into account. Within ten (10) days of contract award, the Contractor shall designate the Contractor's project manager and superintendent for the contract work. If at any time during the contract work, the Contractor elects to replace the contract manager or superintendent, the Contractor shall only do so after obtaining the Engineer's prior written approval. SECTION 1-05. 14 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1-05.14 Cooperation With Other Contractors The City shall not be responsible for any damages suffered by the Contractor resulting directly or indirectly from the performance or attempted performance of any other City contract or contracts existing or known to be pending at the time of bid. Details of known projects are as follows: N/A SECTION 1-05 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 1-05.16 Water and Power 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 or water as bid items, or unless otherwise provided for in other bid items. 1-05.17 Oral Agreements No oral agreement or conversation with any officer, agent, or employee of the City, either before or after execution of the contract, shall affect or modify the terms or obligations contained in any of the documents comprising the contract. Such oral agreement or conversation shall be considered unofficial information and in no way binding upon the City, unless subsequently put in writing and signed by an authorized agent of the City. Gowe 4 to 6IM1 Ave Drainage/Kuchne 1 - 14 June 3, 2015 Project Number: 15-3004 1-06 CONTROL OF MATERIAL SECTION 1-06.2(2) IS DELETED IN ITS ENTIRETY. 1-06.2(2) Statistical Evaluation of Materials for Acceptance SECTION 1-06 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 1-06.6 Submittals 1-06.6(1) Submittal Procedures All information submitted by the Contractor shall be clear, sharp, high contrast copies. Contractor shall accompany each submittal with a letter of transmittal containing the following information: 1 . Contractor's name and the name of Subcontractor or supplier who prepared the submittal. 2. The project name and identifying number, 3. Each new submittal shall be sequentially numbered (1, 2, 3, etc.). Each resubmittal shall include the original number with a sequential alpha letter added (1 A, 1B, 1C, etc.). 4. Description of the submittal and reference to the Contract requirement or technical specification section and paragraph number being addressed. 5. Bid item(s) where product will be used. 1-06.6(2) Schedule of Submittals The Contractor shall create and submit three (3) copies of a schedule of submittals (or e-mail a MS Word or MS Excel or PDF copy) showing the date by which each submittal required for product review or product information will be made. The schedule can be modified, deducted, or added to by the City. The schedule shall be available at the preconstruction conference (see 1-08.0) of the Kent Special Provisions. The schedule of submittals must be accepted prior to the City making the first progress payment. The schedule shall identify the items that will be included in each submittal by listing the item or group of items and the Specification Section and paragraph number and bid item under which they are specified. The schedule shall indicate whether the submittal is required for product review of proposed equivalents, shop drawings, product data or samples or required for product information only. The Contractor shall allow a minimum of 21 days for the Engineer's review of each submittal or resubmittal. All submittals shall be in accordance with the approved schedule of submittals. Submittals shall be made early enough to allow adequate time for manufacturing, delivery, labor issues, additional review due to inadequate or incomplete submittals, and any other reasonably foreseeable delay. Gowe 41"to 6`"Ave Drainage/Kuehne 1 - 15 June 3, 2015 Project Number: 15-3004 i 1-06.6(3) Shop Drawings, product Data, and Samples The Contractor shall submit the following for the Engineer's review: 1 . Shop Drawings: Submit an electronic copy or three paper copies. Submittals will be marked, stamped and returned to the Contractor. The Contractor shall make and distribute any required copies for its superintendent, subcontractors and suppliers. 2. Product Data: Submit an electronic copy or three paper copies. Submittals will be marked, stamped and returned to the Contractor. The Contractor shall make and distribute any required copies for its superintendent, subcontractors and suppliers. 3. Samples: Submit three labeled samples or three sets of samples of manufacturer's full range of colors and finishes unless otherwise directed. One approved sample will be returned to the Contractor. Content of submittals: 1 . Each submittal shall include all of the items required for a complete assembly or system. 2. Submittals shall contain all of the physical, technical and performance data required to demonstrate conclusively that the items comply with the requirements of the Contract. 3. Each submittal shall verify that the physical characteristics of items submitted, including size, configurations, clearances, mounting points, utility connection points and service access points, are suitable for the space provided and are compatible with other interrelated items. 4. The Contractor shall label each Product Data submittal, Shop Drawing or Sample with the bid item number and, if a lump sum bid item, provide a reference to the applicable KSP paragraph. The Contractor shall highlight or mark every page of every copy of all Product Data submittals to show the specific items being submitted and all options included or choices offered. The City encourages a creative approach to complete a timely, economical, and quality project. Submittals that contain deviations from the requirements of the Contract shall be accompanied by a separate letter explaining the deviations. The Contractor's letter shall: 1 . Cite the specific Contract requirement including the Specification Section bid item number and paragraph number for which approval of a deviation is sought. 2. Describe the proposed alternate material, item or construction, explain its advantages, and explain how the proposed alternate meets or exceeds the Contract requirements. 3. State the reduction in Contract Price, if any, which is offered to the City. The Engineer retains the exclusive right, at his or her sole discretion, to accept or reject any proposed deviation with or without cause. Gowe 4°h to 6th Ave Drainage/Kuehne 1 - 16 June 3, 2015 Project Number: 15-3004 The Engineer will stamp and mark each submittal prior to returning it to the Contractor. The stamps will indicate one of the following: 1 . "APPROVED AS SUBMITTED" — Accepted subject to its compatibility with the work not covered in this submission. This response does not constitute approval or deletion of specified or required items not shown in the partial submission. 2. "APPROVED AS NOTED" — Accepted subject to minor corrections that shall be made by the Contractor and subject to its compatibility with the work not covered in this submission. This response does not constitute approval or deletion of specified or required items not shown in the partial submission. No resubmission is required. 3. "AMEND AND RESUBMIT" — Rejected because of major inconsistencies, errors or insufficient information that shall be resolved or corrected by the Contractor prior to subsequent re- submittal. An amended resubmission is required. Re-submittals that contain changes that were not requested by the Engineer on the previous submittal shall note all changes and be accompanied by a letter explaining the changes. 1-06.6(4) Proposed Equivalents The Engineer retains the exclusive right, at his or her sole discretion, to accept or reject any proposed equivalent with or without cause. 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC SECTION 1-07.1 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-07.1 Laws to be Observed The Contractor shall always comply with all Federal, State, or local laws, codes, rules and regulations that affect work under the contract. The Contractor shall also be responsible for the safety of its workers and shall comply with all applicable safety and health standards and codes. In cases of conflict between different laws, codes, rules, or regulations, the most stringent law, code, rule, or regulation shall apply. The City will not adjust payment to compensate the Contractor for changes in legal requirements unless those changes are specifically within the scope of RCW 39.04.120. For changes under RCW 39.04.120, the City will compensate the Contractor by negotiated change order as provided in Section 1 -04.4. illy Gowe 4th to 6th Ave Drainage/Kuehne 1 - 17 June 3, 2015 Project Number: 15-3004 SECTION 1-07.2 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-07.2 State Taxes 1-07.2(1) General The Washington State Department of Revenue has issued special rules on the State sales tax. Sections 1-07.2(1) through 1-07.2(4) are meant to clarify those rules. The Contractor shall contact the Washington State Department of Revenue for answers to questions in this area. The City will not adjust its payment if the Contractor bases a bid on a misunderstood tax liability. I The Contractor shall include all Contractor-paid taxes in the bid item prices or other contract amounts. In some cases, however, state retail sales tax will not be included. Section 1 -07.2(3) describes this exception. The City will pay the retained percentage 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 City may deduct from its payments to the Contractor any amount the Contractor may owe the Washington State Department of Revenue, whether the amount owed is related to this contract or not. Any amount so deducted will be paid into the proper State fund. 1-07.2(2) 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 they are part of the roadway lighting system. For work performed in these cases, the Contractor shall include Washington State Retail Sales Tax 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(3) State Sales Tax — Rule 170 WAC 458-20-170, and its related rules apply to the construction and repair 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; sewers and sewage disposal systems unless those 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 the street or road lighting system; and installing or attaching of any article of Gowe 4th to 6`h Ave Drainage/Kuehne 1 - 18 June 3, 2015 Project Number: 15-3004 tangible personal property in or to real property, whether or not this personal property becomes a part of the realty by virtue of installation. For work performed in these cases, the Contractor shall collect from the City, retail sales tax on the full contract price. The City 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 City 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(4) Services The Contractor shall not collect retail sales tax from the City on any contract wholly for professional or other services (as defined in Washington State Department of Revenue Rules 138 and 224). SECTION 1-07.6 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1-07.6 Permits and Licenses The City has obtained the following permits: None Contractor shall obtain, at its sole cost, all other permits required to complete this project. A copy of each permit and/or license obtained by the Contractor shall be furnished to the City. Approved permits shall be furnished to the City upon completion of the project and prior to final acceptance. The Contractor shall promptly notify the City in writing of any variance in the contract with the laws, ordinances, rules, regulations, and orders. SECTION 1-07.9(1) IS SUPPLEMENTED BY INSERTING THE FOLLOWING PARAGRAPH AFTER THE SIXTH PARAGRAPH. 1-07.9(1) General The wage rates that will be in effect during the entire contract work period are those in effect on the day of bid opening, unless the City does not award the Contract within six months of the bid opening. The City will not adjust the Contractor's bid in the event the State or Federal Government adjusts the prevailing wage rates after the Bid Opening Date. Gowe 41h to 61h Ave Drainage/Kuehne 1 - 19 June 3, 2015 Project Number: 1 5-3004 SECTION 1-07.93(3) IS DELETED IN ITS ENTIRETY. 1-07.13(3) Relief of Responsibility for Damage by Public Traffic SECTION 1-07.13(4) IS DELETED AND REPLACED WITH THE FOLLOWING: 1-07.13(4) Repair of Damage The Contractor shall promptly repair all damage to either temporary or permanent work as directed by the Engineer. Alternatively, the Engineer may elect to accomplish repair by other means; however, the Contractor shall pay for these repairs and the City may deduct these repair costs from monies due or to become due the Contractor. No payment will be made for delay or disruption of work. SECTION 1-07.17 IS REVISED BY ADDING THE FOLLOWING SENTENCE TO THE END OF THE SECOND PARAGRAPH: 1-07.17 Utilities and Similar Facilities If a utility is known to have or suspected of having underground facilities within the area of the proposed excavation and that utility is not a subscriber to the utilities underground location center, the Contractor shall give individual notice to that utility within the same time frame prescribed in RCW 19.122.030 for subscriber utilities. SECTION 1-07.17 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 1-07.17(3) Utility Markings Once underground utilities are marked by the utility owner or its agent, and/or once new underground facilities have been installed by the Contractor, the Contractor/excavator is responsible to determine the precise location of underground facilities that may conflict with other underground construction. The Contractor shall maintain the marks or a record of the location of buried facilities for the duration of time needed to avoid future damage until installation of all planned improvements at that location is complete. I 1-07.17(4) Payment All costs to comply with subsection 1-07.17(3) and for the protection and repair of all identified or suspected underground utilities specified in RCW 19.122 are incidental to the contract and are the responsibility of the Contractor/excavator. The Contractor shall include all related costs in the unit bid prices of the contract. No additional time or monetary compensation shall be made for delays caused by utility re- marking or repair of damaged utilities due to the Contractor's failure to maintain marks or to locate utilities in accordance with this section. Gowe 41"to 61"Ave Drainage/Kuehne 1 - 20 June 3, 2015 Project Number: 15-3004 j 1-07.17(5) Notification of Excavation Within ten business days but not less than two business days prior to the commencement of excavation, the Contractor shall provide written notice (or other,form of notice acceptable to the Engineer) to all owners of underground facilities, whether public or private, that excavation will l occur, and when excavation will occur. 1-07.17(6) Site Inspection Contractor warrants and represents that it has personally, or through its employees, agents and/or subcontractors, examined all property affected by this project and that it is knowledgeable of specific locations for water, gas, telephone, electric power and combined sewerage utilities within those areas. The following list of contacts is provided only as a convenience to the Contractor. It may not be accurate and may not constitute a complete list of all affected utilities. CenturyLink Comcast Victor Novelo Jerry Steele (253) 372-5363 (253) 288-7532 (206) 380-1007 (cell) (206) 391-1763 (cell) Puget Sound Energy Verizon Anita Yurovchak Brad Landis (253) 476-6304 (425) 201-0901 (253) 3a1-6714 (cell) (425) 766-1740 (cell) SECTION 1-07.18 IS DELETED AND REPLACED WITH THE FOLLOWING: i 1-07.18 Public Liability and Property Damage Insurance Refer to the insurance requirements in the project Contract, which constitute the Contractor's insurance requirements for this project. SECTION 1-07.24 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-07.24 Rights of Way Street right of way lines, limits of easements and limits of construction are indicated or defined on the plans. The Contractor's construction activities shall be confined within these limits, unless arrangements for use of private property are made. It is anticipated that the City will have obtained all right of way, easements or right of entry agreements prior to the start of construction. Locations where these rights have not been obtained will be brought to the Contractor's attention prior to start of construction. Gowe 4th to 61h Ave DrainageMuehne 1 - 21 June 3, 2015 Project Number: 15-3004 i The Contractor shall not proceed with any portion of the work in areas where right of way, easements or rights of entry have not been acquired until the Engineer certifies to the Contractor that the right of way or easement is available or that the right of entry has been received. SECTION 1-07.26 IS DELETED AND REPLACED WITH THE FOLLOWING. 1-07.26 Personal Liability of Public Officers Neither the City, the Engineer, nor any other official, officer or employee of the City shall be personally liable for any acts or failure to act in connection with the contract, it being understood that, in these matters, they are acting solely as agents of the City. 1-08 PROSECUTION AND PROGRESS SECTION 1-08 IS SUPPLEMENTED BYADDING THE FOLLOWING NEW SECTION. 1-08.0 Preconstruction Conference The Engineer will furnish the Contractor with up to five copies of the Contract. Additional documents may be purchased from the City at the price specified by the City or in the Invitation to Bid. Prior to undertaking each part of the work, the Contractor shall carefully study and compare the Contract and check and verify all pertinent figures shown and all applicable field measurements. The Contractor shall promptly report in writing to the Engineer any conflict, error or discrepancy that the Contractor discovers. After the Contract has been executed, but prior to the Contractor beginning the work, a preconstruction conference will be held with the Contractor, the Engineer and any other interested parties that the City determines to invite. 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 verify normal working hours for the work. 5. To review safety standards and traffic control. 6. To discuss any other related items that may be pertinent to the work. The Contractor shall prepare and submit for approval, at or prior to the preconstruction conference the following: 1 . A price breakdown of all lump sum items. 2. A preliminary construction schedule. Gowe 41° to 61"Ave Drainage/Kuehne 1 - 22 June 3, 2015 Project Number: 15-3004 3. A list of material sources for approval, if applicable. 4. Schedule of submittals. (See 1 -06.6(2)) 5, Temporary Erosion/Sedimentation Control Plan (TESCP) for approval. 6. Traffic Control Plan (TCP) for approval. 7. Request to sublet, for approval by the Engineer, of all subcontractors. SECTION 1-08.4 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-08.4 Notice to Proceed, Prosecution and Hours of Work Notice to Proceed will be given after the contract has been executed and the contract bond and evidence of required insurance have been approved by and filed with the City. Unless otherwise approved in writing by the Engineer, the Contractor shall not commence the work until the Notice to Proceed has been given by the Engineer. The Contractor shall commence construction activities on the Project Site within ten working days of the Notice to Proceed Date. The Work thereafter shall be prosecuted diligently, vigorously, and without unauthorized interruption until physical completion of the work. 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. Except in the case of emergency or unless otherwise approved by the Engineer, the normal straight time working hours for the Contractor shall be any consecutive 8 hour period between 7:00 a.m. and 6:00 p.m. Monday through Friday, unless otherwise specified in the Kent Special Provisions, with a 5-day work week, plus allowing a maximum one-hour lunch break in each working day. The normal straight time 8-hour working period for the contract shall be established at the preconstruction conference or prior to the Contractor commencing work. If a Contractor desires to perform work on holidays, Saturdays, Sundays, or before 7:00 a.m. or after 6:00 p.m. on any day, the Contractor shall apply in writing to the Engineer for permission to work those times. The Contractor shall notify the Engineer at least 48 hours in advance (72 hours in advance for weekend work) so that the Inspector's time may be scheduled. Permission to work longer than an 8-hour period between 7:00 a.m. and 6:00 p.m. is not required. For any work outside of normal straight time working hours that requires city surveyors, all reasonable efforts shall be made by the Contractor to allow time for surveying to be completed during normal straight time hours. If city surveyors are required to work other than normal straight time hours at the convenience of the Contractor, all such work shall be reimbursed by the Contractor. 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 Gowe 4`^to 61h Ave Drainage/Kuehne 1 - 23 June 3, 2015 Project Number: 15-3004 i requirements. Approval to continue work during these hours may be revoked at any time the Contractor exceeds the City's noise control regulations or the city receives complaints from the public or adjoining property owners regarding noise from the Contractor's operations. The Contractor shall have no claim for damages or delays should this permission be revoked for these reasons. The Engineer may grant permission to work Saturdays, Sundays, holidays or other than the agreed upon normal straight time working hours, but may be subject to other conditions established by the City or Engineer. These conditions may include, but are not limited to the following: hours worked by City employees; impacts to the construction schedule; or accommodations to adjoining properties affected by the contract work. 1-08.4(A) Reimbursement for Overtime Work of City Employees Following is a non-exclusive list of work that may require Contractor reimbursement for overtime of City employees. 1 . If locate work is required to re-establish marks for City-owned underground facilities that were not maintained or recorded by the Contractor in accordance with RCW 19.122.030, the City will bill the Contractor for the work. Such billing may be at the OVERTIME RATE in order for locate crews to complete other work. If the locate request is for nights, weekend, holidays or at other times when locate crews are not normally working, all locate work and expenses, including travel, minimum call out times, and/or Holiday premiums will be borne by the Contractor. 2. Work required by city survey crew(s) as the result of reestablishing survey stakes or markings that were not maintained or recorded by the Contractor or other work deemed to be for the convenience of the Contractor and not required of the City by the contract. 3. Work required by City personnel or independent testing laboratories to re-test project materials, utility pressure or vacuum tests, camera surveys or water purity tests as the result of initial test failure on the part of the Contractor. 1-08.4(B) General The City allocates its resources to a contract based on the total time allowed in the contract. The City will accept a progress schedule indicating an early physical completion date but cannot guarantee the City resources will be available to meet the accelerated schedule. No additional compensation will be allowed if the Contractor is not able to meet its accelerated schedule due to the unavailability of City resources or for other reasons beyond the City's control. The original and all supplemental progress schedules shall not conflict with any time and order-of-work requirements in the contract. Gowe 4`h to 61h Ave Drainage/Kuchne 1 - 24 June 3, 2015 Project Number: 15-3004 If the Engineer deems that the original or any necessary supplemental progress schedule does not provide adequate information, the City may withhold progress payments until a schedule containing needed information has been submitted by the Contractor and approved by the Engineer. The Engineer's acceptance of any schedule shall not transfer any of the Contractor's responsibilities to the City. . The Contractor alone shall remain responsible for adjusting forces, equipment, and work schedules to ensure completion of the work within the times specified in the contract. SECTION 1-08.5 IS REVISED BY DELETING THE THIRD PARAGRAPH AND REPLACING WITH THE FOLLOWING: 1-08.5 Time for Completion Contract time shall begin on the day of the Notice to Proceed. The Contract Provisions may specify another starting date for Contract time, in which case, time will begin on the starting date specified. SECTION 1-08.6 IS REVISED BY DELETING THE FIFTH AND SIXTH PARAGRAPHS AND REPLACING WITH THE FOLLOWING: 1-08.6 Suspension of Work If the performance of all or any part of the Work is suspended, for an unreasonable period of time by an act of the Contracting Agency in the administration of the Contract, or by failure to act within the time specified in the Contract (or if no time is specified, within a reasonable time), the Engineer will make an adjustment for any increase in the cost or time for the performance of the Contract (excluding profit) necessarily caused by the suspension. However, no adjustment will be made for any suspension, if (1) the performance would have been suspended, by any other cause, including the fault or negligence of the Contractor, or (2) an equitable adjustment is provided for or excluded under any other provision of the Contract. If the Contactor believes that the performance of the Work is suspended, for an unreasonable period of time and such suspension, is the responsibility of the Contracting Agency, the Contractor shall immediately submit a written notice of protest to the Engineer as provided in Section 1-04.5. No adjustment shall be allowed for any costs incurred more than 10 calendar days before the date the Engineer receives the Contractor's written notice to protest. The Contractor shall keep full and complete records of the costs and additional time of such suspension, and shall permit the Engineer to have access to those records and any other records as may be deemed necessary by the Engineer to assist in evaluating the protest. SECTION 1-08.7 MAINTENANCE DURING SUSPENSION IS REVISED BY DELETING THE FOURTH AND SIXTH PARAGRAPHS. Gowe 4"'to 61"Ave Drainage/Kuchne 1 - 25 June 3, 2015 Project Number: 15-3004 SECTION 1-08.8 IS REVISED BY DELETING PARAGRAPHS 1 THROUGH 3 AND REPLACING THEM WITH THE FOLLOWING: 1-08.8 Extensions of Time The Contractor shall submit any requests for time extensions to the Engineer in writing no later than 10 working days after the delay occurs. The request shall be limited to the change in the critical path of the Contractor's schedule attributable to the change or event giving rise to the request. To be considered by the Engineer, the request shall be in sufficient detail (as determined by the Engineer) to enable the Engineer to ascertain the basis and amount of the time requested. The Contractor shall be responsible for showing on the progress schedule that the change or event: (1) had a specific impact on the critical path, and except in cases of concurrent delay, was the sole cause of such impact, and (2) could not have been avoided by resequencing of the work or other reasonable alternatives. The reasons for and times of extensions shall be determined by the Engineer, and such determination will be final as provided in Section 1- 05.1 . ITEM 1 IN PARAGRAPH 7 IS DELETED AND REPLACED WITH THE FOLLOWING: 1 . Failure to obtain all materials and workers. 1-09 MEASUREMENT AND PAYMENT SECTION 1-09.2(1) IS REVISED BY REPLACING "TRUCKS AND TICKETS" WITH THE FOLLOWING: 1-09.2(1) General Requirements for Weighing Equipment Trucks and Tickets Each truck to be weighed shall bear a unique identification number. This number shall be legible and in plain view of the scale operator. Each vehicle operator shall obtain a weigh or load ticket from the scale operator. The Contractor shall provide tickets for self printing scales. All tickets shall, at a minimum, contain the following information: 1 . Ticket serial number (this is already imprinted on the tickets). 2. Identification number of truck/truck trailer. 3. Date and hour of weighing. 4. Type of material. 5. Weight of load. The weighman shall record the gross weight and net weight, except where the scale has a tare beam and the net weight can be read directly. In such case, only net weight need be recorded on the ticket. 6. Weighman's identification. 7. Contract number. Gowe 4'h to 61"Ave Drainage/Kuehne 1 - 26 June 3, 2015 Project Number: 15-3004 8. Unit of measure. 9. Legal gross weight in Remarks section. 10. Location of delivery. The vehicle operator shall deliver the ticket in legible condition to the material receiver at the material delivery point. SECTION 1-09.9 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 1-09.9(2) City's Right to Withhold Certain Amounts I In addition to the amount that the City may otherwise retain under the Contract, the City may withhold a sufficient amount of any payments otherwise due to the Contractor, including nullifying the whole or part of any previous payment, because of subsequently discovered evidence or subsequent inspections that, in the City's judgment, may be necessary to cover the following: 1 . The cost of defective work not remedied. 2. Fees incurred for material inspection, and overtime engineering and inspection for which the Contractor is obligated under this Contract. 3. Fees and charges of public authorities or municipalities. 4. Liquidated damages, 5. Engineering and inspection fees beyond Completion Date. 6. Cost of City personnel to re-establish locate marks for City-owned facilities that were not maintained by the Contractor in accordance with RCW 19.122.030 (3). 7. Additional inspection, testing and lab fees for re-doing failed, water, other utility tests. SECTION 1-09.11(3) IS DELETED AND REPLACED WITH THE FOLLOWING: 1-09.11 (3) Time Limitations and Jurisdiction This contract shall be construed and interpreted in accordance with the laws of the State of Washington. The venue of any claims or causes of action arising from this contract shall be exclusively in the Superior Court of King County, located in Kent, Washington. For convenience of the parties to this contract, it is mutually agreed that any claims or causes of action which the Contractor has against the City arising from this contract shall be brought within 180 days from the date of Final Acceptance of the contract by the City. The parties understand and agree that the Contractor's failure to bring suit within the time period provided shall be a complete bar to any such claims or causes of action. It is further mutually agreed by the parties that when any claims or causes of action that a Contractor asserts against the City arising from this contract are filed with the City or initiated in court, the Contractor Gowe 0 to 6� Ave Drainage/Kuehne 1 - 27 June 3, 2015 Project Number: 15-3004 shall permit the City to have timely access to any records deemed necessary by the City to assist in evaluating the claims or actions. SECTION 1-09.13 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-09.13 Final Decision and Appeal All disputes arising under this contract shall proceed pursuant to Section 1-04.5 and 1-09.11 of the WSDOT Standard Specifications and any Kent Special Provisions provided for in the contract for claims and resolution of disputes. The provisions of these sections and the Kent Special Provisions must be complied with as a condition precedent to the Contractor's right to seek an appeal of the City's decision. The City's decision under Section 1-09.11 will be final and conclusive. Thereafter, the exclusive means of Contractor's right to appeal shall only be by filing suit exclusively under the venue, rules and jurisdiction of the Superior Court of King County, located in Kent, Washington, unless the parties agree in writing to an alternative dispute resolution process. 1-10 TEMPORARY TRAFFIC CONTROL SECTION 1-10. 1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1-10.1 General The Contractor shall provide flaggers; signs, and other traffic control devices not otherwise specified as being furnished by the City. The Contractor shall erect and maintain all construction signs, warning signs, detour signs, and other traffic control devices necessary to warn and protect the public at all times from injury or damage as a result of the Contractor's operations that may occur on highways, roads, streets, sidewalks, pedestrian paths, or bicycle paths. No work shall be done on or adjacent to any traveled way until all necessary signs and traffic control devices are in place in accordance with Traffic Control Plans. SECTION 1-10.2(1) IS SUPPLEMENTED BYADDING THE FOLLOWING: 1-10.2(1) General The TCS shall be certified as a work site traffic control supervisor by one of the following: Evergreen Safety Council 401 Pontius Avenue North Seattle, WA 98109 1 (800) 521-0778 or (206) 382-4090 The Northwest Laborers-Employers Training Trust 27055 Ohio Avenue Kingston, WA 98346 (360) 297-3035 Gowe 4"'to 6"' Ave DrainageMuchne 1 - 28 June 3, 2015 Project Number: 15-3004 i 1-10.3(3) Traffic Control Devices SECTION 1-10.3(3)A IS DELETED AND REPLACED WITH THE FOLLOWING: 1-10.3(3)A Construction Signs Payment for setup and take down of construction signs will be under the contract price for "Traffic Control Labor" and will be limited to the work described in Section 1-10.3(1) of the WSDOT Standard Specifications, and for transportation described in Section 1-10.3(2) of the WSDOT Standard Specifications when there is a contract price for "Traffic Control Vehicle." SECTION 1-10.3 IS SUPPLEMENTED BYADDING THE FOLLOWING NEW SECTION: 1-10.3(3)L Temporary Traffic Control Devices When the bid proposal includes an item for "Temporary Traffic Control Devices," the work required for this item shall be furnishing barricades, flashers, cones, traffic safety drums, and other temporary traffic control devices, unless the contract provides for furnishing a specific temporary traffic control device under another item. The item "Temporary Traffic Control Devices" includes: 1 . Initial delivery to the project site (or temporary storage) in good repair and in clean usable condition, 2. Repair or replacement when they are damaged and they are still needed on the project, and 3. Removal from the project site when they are no longer on the project. SECTION 1-10.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-10.5 Payment Payment will be made in accordance with Section 1 -04.1 , for the following bid items when they are included in the Proposal: The unit contract price for "Traffic Control Labor" per hour shall be full pay for all costs for the labor provided for performing those construction operations described in Section 1 -10.2(1)B, and Section 1 -10.3(1) of the WSDOT Standard Specifications, and as authorized by the Engineer. The hours eligible for "Traffic Control Labor" shall be limited to the hours the worker is actually performing the work as documented by traffic control forms provided by the Contractor's TCM, and verified by the City Inspector's records, and the Contractor's Certified Payroll Records submitted to the City Inspector on a weekly basis. Gowe 4`h to 61h Ave Drainage/Kuehne 1 - 29 June 3, 2015 Project Number: 15-3004 The unit contract price for "Traffic Control Supervisor" per hour shall be full pay for each hour a person performs the Traffic Control Supervisor duties described in Section 1-10.2(1)B of the WSDOT Standard Specifications. Payment for traffic control labor performed by the Traffic Control Supervisor will be paid under the item for "Traffic Control Labor". The lump sum contract price for "Temporary Traffic Control Devices" shall be full pay for providing the work described in Section 1-10.3(3)L of the Kent Special Provisions. Progress payment for the lump sum item "Temporary Traffic Control Devices" will be made as follows: 1 . When the initial temporary traffic control devices are set up, 50 percent of the amount bid for the item will be paid. 2. Payment for the remaining 50 percent of the amount bid for the item will be paid on a prorated basis in accordance with the total job progress as determined by progress payments. The unit contract price for "Portable Changeable Message Sign (PCMS)" per day shall be full pay for all costs for furnishing, transporting, initial installation within the project limits, maintaining and removing the PCMS, and associated work described in Section 1-10,3(3)C of the WSDOT Standard Specifications. Relocation of the PCMS within the project limits will be paid under the item "Traffic Control Labor." The unit contract price for "Sequential Arrow Sign (SAS)" per day shall be full pay for all costs for providing, maintaining and removing the SAS, and associated work and maintenance described in Section 1 -10.3(3)B of the WSDOT Standard Specifications. The operator of this device will be paid under the item "Traffic Control Labor." All labor required to perform the work described in Section 1 -10.3(1) of Ii the WSDOT Standard Specifications for the drums will be paid under the item "Traffic Control Labor." I When the proposal does not include a bid item for a specific bid item listed in the WSDOT Standard Specifications and/or the Kent Special Provisions, all costs for the work described for those traffic control bid items shall be included by the Contractor in the unit contract prices for the various other bid items contained within the proposal. The Contractor shall estimate these costs based on the Contractor's contemplated work procedures. When traffic control bid items are included in the bid proposal, payment is limited to the following work areas: 1 . The entire construction area under contract and for a distance to include the initial warning signs for the beginning of the project and the END OF CONSTRUCTION sign. Any warning signs for side streets on the approved TCP are also included. If the project consists of two or more sections, the limits will apply to each section individually. Gowe 4'�to 61"Ave Drainage/Kuehne 1 - 30 June 3, 2015 Project Number: 1 5-3004 i 2. A detour provided in the plans or approved by the City's Traffic Control Supervisor for by-passing all or any portion of the construction, irrespective of whether or not the termini of the detour are within the limits of the Contract. No payment will be made to the Contractor for traffic control items required in connection with the movement of equipment or the hauling of materials outside of the limits of 1 and 2 above, or for temporary road closures subject to the provisions of Section 1 -07.23(3) of the WSDOT Standard Specifications. Ii i i Gowe 4`h to 61h Ave Drainage/Kuehne 1 - 31 June 3, 2015 Project Number: 15-3004 DIVISION 2 - EARTHWORK 2-01 CLEARING, GRUBBING, AND ROADSIDE CLEANUP SECTION 2-01.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-01.1 (1) Street Tree Stump Grinding/ Root Removal Pit 10' L x 5' W x 18" Depth Care shall be taken when removing tree stumps and roots not to undermine or disturb existing structures and appurtenances in both the public right of way and nearby private property. Do not chase roots under structures such as sidewalk or curbs. Remove stumps and roots to a minimum depth of 1 .5' by the width of the landscaping strip or 5' by a minimum length of 10'. Additional root removal may be required as part of bid item 6002 "Street Tree Planting and Staking". SECTION 2-01.5 IS SUPPLEMENTED BYADDING THE FOLLOWING: 2-01.5 Payment The unit contract price per each for "Street Tree Stump Grinding/ Root Removal Pit 10' Length x 5' Width x 18 Inch Depth" shall be complete compensation to furnish all labor, tools, supplies, equipment, materials, to remove tree stumps and roots including haul and disposal as specified under WSDOT 2-01 and as supplemented herein and as identified on the plans. 2-02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS SECTION 2-02. 1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-02.1 Description This work also includes the repair of adjacent improvements that were not designated for removal, but that were damaged by the Contractor's operations. SECTION 2-02.3 IS REVISED BY REPLACING THE LAST THREE PARAGRAPHS WITH THE FOLLOWING: 2-02.3 Construction Requirements All improvements that are not designated for removal, but that are damaged by the Contractor's operations shall be replaced, restored, or repaired at the Contractor's sole expense. The Engineer's determination regarding what replacement, restoration, or repair must be made by the Contractor to repair damage caused by the Contractor's removal operations is final. Gowe 4'h to 6"' Ave Drainage/Kuehne 2 - 1 June 3, 2015 Project Number: 15-3004 i SECTION 2-02.3(3) IS DELETED AND REPLACED WITH THE FOLLOWING: 2-02.3(3) Removal of Pavement, sidewalks, Curbs, and Gutters In removing pavement, sidewalks, and curbs the Contractor shall: 1 . Haul broken-up pieces of concrete and asphalt pavement into the roadway embankment, or to some off-project site, unless otherwise directed by the Engineer, or permitted by the Kent Special Provisions. 3. Make a vertical saw cut between any existing pavement, sidewalk, or curb that is to remain and the portion to be removed. When asphalt pavements are being widened, the vertical saw cut shall be made at least 1-foot from the edge of the existing pavement, and at least 2-feet from the closest edge of any cement concrete curb that will remain or be replaced, unless otherwise directed by the Engineer. 4. Replace at no expense to the City any existing pavement designated to remain that is damaged during the removal of other pavement, sidewalks, or curbs. 5. When cement concrete sidewalk, cement concrete pavement, or cement concrete curb is being removed, and the removal would result in a remaining strip of cement concrete less than 5 feet long, or where in the opinion of the Engineer the remaining portion of the sidewalk, pavement or curb would be damaged by the cutting required for the removal, then the entire sidewalk, pavement or curb shall be removed to the next expansion joint. SECTION 2-02.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-02.5 Payment Payment will be made in accordance with Section 1 -04.1, for the following bid items when they are included in the Proposal: The unit contract price per square yard for "Remove Existing Asphalt Concrete Pavement" constitutes complete compensation for all labor, materials, tools, supplies and equipment required to remove existing asphalt from sidewalk for a depth of 3 inches, and from roads for a depth of 6 inches. Included in this price is the cost of hauling and disposal of the asphalt pavement. Should the Contractor encounter pavement to be removed which is thicker than 6 inches it shall be paid according to the following formula: (Encountered thickness — 6 inches) x unit bid price =6 inches additional compensation For example, if the Contractor encounters pavement to be removed which is 8 inches thick and its unit bid price was $2.00/SY then its additional compensation for the extra thickness would be: Gowe 4"'to 6"'Ave Drainage/Kuehne 2 - 2 June 3, 2015 Project Number: 15-3004 (8 — 6) x $26 0= $0.67/SY in addition to the unit price. No other compensation shall be allowed. The unit contract price per square yard for "Remove Existing Cement Concrete Driveway" constitutes complete compensation for all labor, materials, tools, supplies and equipment required to remove existing concrete pavement from roads for a depth of 6 inches. Included in this price is the cost of hauling and disposal of the concrete pavement. Should the Contractor encounter pavement to be removed which is thicker than 6 inches it shall be paid according to the following formula: (Encountered thickness — 6 inches) x unit bid price =additional 6inches compensation For example, if the Contractor encounters pavement to be removed which is 8 inches thick and its unit bid price was $2.00/SY then its additional compensation for the extra thickness would be: (8 — 6) x $2'00 = $0.67/SY in addition to the unit price. No other 6 compensation shall be allowed. The unit contract price per square yard for "Remove Cement Concrete Sidewalk" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to saw cut and remove, haul, and dispose of the cement concrete sidewalk as shown on the plans and described in the specifications. The lump sum contract price for "Remove and Dispose of Existing Mailbox and Post" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to remove, haul, and dispose of the Mailbox and Post as shown on the plans. The unit contract price per lineal foot for "Remove Cement Concrete Curb and Gutter" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to saw cut and remove, haul, and dispose of the cement concrete curb and gutter as shown on the plans and described in the specifications. "Saw Cut Existing Asphalt Concrete Pavement" "Saw Cut Existing Cement Concrete Pavement" The unit price contract price per lineal foot for the above items constitutes complete compensation for all materials, labor and equipment required to saw cut existing pavement to a depth of 6 inches in accordance with the plans and specifications. Should the Contractor encounter pavement to be removed which is thicker than 6 inches, it shall be paid according to the following formula: Gowe 4'"to 6"' Ave Drainage/Kuehne 2 - 3 June 3, 2015 Project Number: 15-3004 I unit bid price 6inches (Encountered thickness — 6 inches) x additional compensation For example, if the Contractor encounters pavement to be removed which is 8 inches thick and its unit bid price was $2.00/117 then its additional compensation for the extra thickness would be: (8 — 6) x $26 0= $0.67/1-F in addition to the unit bid price. No other compensation shall be allowed. A vertical saw cut shall be required between any existing pavement, sidewalk, or curb that is to remain and the portion to be removed. The costs of other types of pavement cutting, such as "wheel cutting", shall be considered incidental to other bid items and no payment will be allowed under this item unless the pavement is actually saw cut. 2-03 ROADWAY EXCAVATION AND EMBANKMENT SECTION 2-03.3(7)C IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-03.3(7)C Contractor-Provided Disposal Site The City has not provided a waste site. The Contractor shall arrange for disposal and provide any necessary disposal sites in accordance with Section 2-03.3(7)C of the WSDOT Standard Specifications. The Contractor is responsible for determining which permits are required for the selected disposal sites. Within the City, wetlands are identified by using the Corps of Engineers Wetlands Delineation Manual dated January 1987. SECTION 2-03.3(14)D IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-03.3(14)D Compaction and Moisture Control Tests Maximum density will be determined by the Modified Proctor Method ASTM D-1557. All compaction tests if required will be performed by the City. 2-06 SUBGRADE PREPARATION SECTION 2-06.3(1) ITEM 6 IS DELETED AND REPLACED WITH THE FOLLOWING: 2-06.3(1) Subgrade for Surfacing 6. The prepared subgrade shall be compacted in the top 0.50 foot to 95 percent of maximum dry density per ASTM D-1557 for a cut section. If the underlying subgrade is too soft to permit Gowe 41M1 to 61h Ave Drainage/Kuehne 2 - 4 June 3, 2015 ,' Project Number: 15-3004 compaction of the upper 0.5 foot layer, the Contractor shall loosen (or excavate and remove), and compact the subgrade until the top layer can meet compaction requirements. Fill sections shall be prepared in accordance with the Standard Specification Section 2-03.3(14)C, Method B except ASTM D-1557 shall determine the maximum density. SECTION 2-06.5 IS SUPPLEMENTED BYADDING THE FOLLOWING: 2-06.5 Measurement and Payment The cost for work required for compaction of the subgrade shall be included by the Contractor in the unit contract price of other bid items. 2-07 WATERING SECTION 2-07.4 IS DELETED AND REPLACED WITH THE FOLLOWING: 2-07.4 Measurement The Contractor shall obtain a hydrant meter and permit from the City Maintenance Shop located at 5821 South 240th Street (253) 856-5600 to measure the quantities of water used. Hydrant wrenches are also available at the City Maintenance Shops at the Contractors option. No additional deposit is required for the hydrant wrench. The City shall provide all water that comes from the City water system. Prior to issuance of the hydrant meter (and wrench if applicable) and permit, the Contractor shall make a hydrant meter deposit to the City Customer Service Division located on the first floor of the Centennial Center at 400 West Gowe Street (253) 856-5200. The said deposit is refundable provided the Contractor returns the hydrant meter (and wrench if applicable) to the City Maintenance Shops undamaged. The Contractor shall provide his own gate valve on the hose side of the hydrant meter with which to control water flow. The hydrant meter permit duration is two (2) months. At the end of the permit duration, the Contractor shall deliver the hydrant meter (and wrench if applicable) to the City Maintenance Shops for reading. If the Contractor requires another hydrant meter and permit at the time a meter is returned to the City Maintenance Shops, he shall request a meter and one shall be provided. An additional meter deposit will not be required. The Contractors initial hydrant meter deposit shall be transferred to the new meter issued. Gowe 41M1 to 6`"Ave Drainage/Kuehne 2 - 5 June 3, 2015 Project Number: 15-3004 DIVISION 4 - RASES 4-04 BALLAST AND CRUSHED SURFACING SECTION 4-04.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 4-04.2 Materials All materials used shall be subject to inspection by the City prior to use. The Contractor shall provide the City with certificates of materials as requested. The materials referred to herein, shall conform to the applicable provisions of the WSDOT Standard Specifications, the Kent Special Provisions and as shown on the plans. See the following Sections of the WSDOT Standard Specifications and the Kent Special Provisions: Crushed Surfacing Top Course .,......... 9-03.12(3) Gravel Backfill for Pipe Zone Bedding.. 9-03.12(3) Gravel Borrow ................................. 9-03.14(1) Foundation Material Class I and 11 ...... 9-03.17 Bank Run Gravel for Trench Backfill .... 9-03A9 4-04.3 Construction Requirements SECTION 4-04.3(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 4-04.3(2) Subgrade The Contractor is responsible for any delays or costs incurred as a result of placing ballast or surface materials before approval is received from the Engineer. SECTION 4-04.3(5) IS DELETED AND REPLACED WITH THE FOLLOWING: 4-04.3(5) Shaping and Compaction Surfacing shall be compacted in depths not to exceed 6 inches unless otherwise directed. Density shall be at least 95 percent of maximum density per ASTM D-1557 using a nuclear gauge. Compaction of each layer must be approved by the Engineer before the next succeeding layer of surfacing or pavement is placed thereon. SECTION 4-04.3(7) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 4-04.3(7) Miscellaneous Requirements The Contractor is solely responsible for any delays or additional costs incurred as a result of placing ballast or succeeding courses of surfacing materials before approval to proceed is received from the Engineer. Gowe 41h to 61h Ave Drainage/Kuehne 4 - 1 June 3, 2015 Project Number: 15-3004 i SECTION 4-04.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: i 4-04.5 Payment f The unit contract price per ton for "Crushed 5/8 Inch Minus. (Crushed Surfacing)" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to haul in and stockpile; load, haul and dispose of spoils as shown on the plans and described in the specifications. These items shall also be used for roadway or driveway remedial work or patching as requested by the Engineer. Quantities used for pipe zone bedding shall be measured and paid under the appropriate bid item. l Gowe 41°to 61"Ave Drainage/Kuehne 4 - 2 June 3, 2015 III Project Number: 15-3004 DIVISION 5 - SURFACE TREATMENTS AND PAVEMENTS NOTE: If the contract also includes underground utility construction, permanent surface treatments and pavements shall not be placed until an as-built survey and testing of the new underground utilities have been completed. Verification that utility construction conforms to the line and grade requirements of Section 7-08.3(2)B of the WSDOT Standard Specifications shall be made by the Engineer prior to authorizing paving to begin. Also, each new utility must pass all appropriate tests specified herein for the type of utility prior to paving. 5-02 BITUMINOUS SURFACE TREATMENT SECTION 5-02.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-02.5 Payment Anti-stripping additive shall be included in the price of asphalt (grade) per ton. The quantity of asphalt material shall not be reduced by the quantity of anti-stripping additive. 5-04 HOT MIX ASPHALT SECTION S-04.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-04.1 Description Section 5-04 of the WSDOT Standard Specifications is modified per the WSDOT GSP "Hot Mix Asphalt' as included, except as modified herein. SECTION 5-04.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-04.2 Materials Recycled materials such as Recycled Asphalt Pavement (R.A.P.) for the pavement sections shall not be allowed. SECTION 5-04.3(7)A /S SUPPLEMENTED BY ADDING THE FOLLOWING: 5-04.3(7)A Mix Design The City at its option may approve a current WSDOT approved mix design, Class 1/2" in place of performing a mix design, provided, however, that such mix design shall include a minimum asphalt content of 5% by total mix weight and anti-stripping compound. Anti-stripping compound shall be added to the asphalt material in accordance with Section 9-02.4. If the City is not satisfied with the mix submitted, a full mix design will be performed. The City is not required to justify to the Contractor its decision to perform a mix design. The City reserves the right to adjust the asphalt cement content based on mix design or approval of alternate mix designs submitted by the Contractor. ! Gowe 41h to 61h Ave Drainage/Kuehne 5 - 1 June 3, 2015 Project Number: 15-3004 SECTION 5-04.3(8)A IS DELETED AND REPLACED WITH THE FOLLOWING: 5-04.3(8)A Acceptance Sampling and Testing Acceptance Sampling and Testing shall be as follows: 1 . Asphalt Cement and Gradation: Extraction tests shall be taken every 400± tons as determined by the Engineer or each day whichever is less. 2. The Engineer is not precluded from taking more tests above if deemed necessary. 3. The Contractor is responsible to meet the required compacting asphalt cement content and gradation requirements. Averaging of test results will not be considered. Any deviation from the specification will be considered on a case-by-case basis by the Engineer and may require a credit to the City. The Engineer, however, is not obligated to accept out of specification work and has the authority to require the removal and repaving of material that does not meet the contract specifications at the Contractor's expense. SECTION 5-04.3(9) IS SUPPLEMENTED BYADD/NG THE FOLLOWING: 5-04.3(9) Spreading and Finishing Asphalt concrete Class 112" shall be compacted in lifts not to exceed 3 inches except that the final lift shall not exceed 2 inches unless approved by the Engineer. The minimum compacted depth of Class B asphalt concrete shall be 1 -1/2 inch. Reference Section 8-20.3(14)C of the Kent Special Provisions for the placement of traffic signal detection loops. SECTION 5-04.3(90) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-04.3(10) Compaction Density shall be at least 92 percent of maximum theoretical density (rice density). Compaction tests shall be performed by an approved geotechnical or testing firm under the direction of a professional civil engineer registered in the State of Washington. SECTION 5-04.3(10)B IS DELETED AND REPLACED WITH THE FOLLOWING: 5-04.3(10)B Control For Asphalt Concrete, where paving is in the traffic lanes, including lanes for ramps, truck climbing, weaving, speed changes, and left turn channelization, and the specified compacted course thickness is greater than 0.10 foot, the acceptable level of compaction shall be a minimum 92 percent of the maximum density as determined by WSDOT Test Gowe 4t"to 6t Ave Drainage/Kuehne 5 - 2 June 3, 2015 Project Number: 15-3004 Method 705. The level of compaction attained will be determined as the average of not less than 5 nuclear density gauge tests taken on the day the mix is placed (after completion of the finish rolling) at randomly selected locations. The quantity represented by each lot will be no greater than a single day's production or approximately 400 tons, whichever is less. Control lots not meeting the minimum density standard shall be removed and replaced with satisfactory material, At the option of the Engineer, non-complying material may be accepted at a reduced price. Cores used to check density will be approved only when designated by the Engineer. At the start of paving, if requested by the Contractor, a compaction test section shall be constructed as directed by the Engineer to determine the compactibility of the mix design. Compactibility shall be based on the ability of the mix to attain the specified minimum density (92 percent of the maximum density determined by WSDOT Test Method 705). If used; HMA Class 3/8 inch PG 64-22 preleveling mix shall be compacted to 92 percent of the maximum density. 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 reading. These additional tests shall not impact the compaction evaluation of the entire control lot. SECTION 5-04.3(12) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-04.3(12) Joints The HMA overlay and widening shall be feathered to produce a smooth riding connection to the existing pavement. HMA utilized in the construction of the feathered connections shall be modified by eliminating the coarse aggregate from the mix at the Contractor's plant or the commercial source or by raking the joint on the roadway, to the satisfaction of the Engineer. The full depth end of each lane of planing shall be squared off to farm a uniform transverse joint. The Contractor shall construct and maintain a temporary HMA wedge in accordance with Section 5-04.3(12)A across the entire width of the transverse edge when traffic is allowed on the planed surface prior to paving. The wedge shall be constructed before opening the lane to traffic. I Gowe 41"to 6t"Ave Drainage/Kuehne 5 - 3 June 3, 2015 Project Number: 15-3004 SECTION 5-04.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 5-04.3(21) Temporary Pavement Temporary pavement including trench patches shall be installed where specified by the Engineer. SECTION 5-04.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 5-04.5 Payment Payment will be made in accordance with Section 1 -04.1, for the following bid items when they are included in the Proposal; The unit contract price per ton for "HMA for Inlay Patch Class 1/2", PG 64-22" shall be full pay for all costs of material, labor, tools and equipment necessary for grading and compacting crushed surfacing, furnishing, installing and finishing the asphalt for inlay patch, driveways, permanent utility patches, sidewalk ramps, and other areas at the locations shown on the plans, with lifts not to exceed .2' and as specified herein and as directed by the Engineer. The cost for anti- stripping additive and asphalt for tack coat shall be included in this bid item. The unit contract price per square yard for "Planing Bituminous Pavement .1' to .6' " constitutes complete compensation for all materials, tools, equipment and labor necessary or incidental to plane, clean, sweep, haul, stockpile or dispose of the asphalt concrete pavement as specified on the plans or as directed by the Engineer. Payment shall be made upon actual square yards planed, regardless of the full planing capacity of the equipment used. The unit contract price per ton for "Cold Plant Mix for Temporary Pavement Patch" shall be full pay for all costs of material, labor, tools and equipment necessary for furnishing, installing, maintaining, removing and disposing of Cold Plant Mix as required to provide temporary roadway patching of pavement at the locations as specified herein and as directed by the Engineer. SECTIONS 5-04.5(1), 5-04.5(1)A AND 5-04.5(1)B ARE DELETED IN THEIR ENTIRETY. 5-04.5(1) Quality Assurance Price Adjustments 5-04.5(1)A Price Adjustments for Quality of HMA Mixture 5-04.5(1)B Price Adjustments for Quality of HMA Compaction Gowe 4'M1 to 6`h Ave Drainage/Kuehne 5 - 4 June 3, 2015 Project Number: 15-3004 VISION 7 ® DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, !!{WATER MAINS AND CONQUITS 7-04 STORM SEWERS THE FIRST PARAGRAPH OF SECTION 7-04.2 IS DELETED AND REPLACED WITH THE FOLLOWING: 7-04.2 Materials Materials shall meet the requirements of the following sections: Reinforced Concrete Pipe (RCP) Class IV ........ 9-05.7(2) PVC Pipe- ............................................. 9-05.12(l) Ductile Iron Pipe Class 50 (Unlined) ............... 9-05.13 7-04.3 Construction Requirements 7-04.3(1) Cleaning and Testing i SECTION 7-04.3(1)A IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-04.3(1)A General All storm drain pipe including the downstream system shall be thoroughly cleaned to remove any solids or construction debris that may have entered the pipe system during construction. The Contractor shall be responsible to insure that materials flushed from the storm drain is trapped, removed, and does not enter the downstream drainage system. SECTION 7-04.3(1) IS SUPPLEMENTED BYADDING THE FOLLOWING NEW SECTION: 7-04.3(1)G Television Inspection All new City storm drain extensions, 24-inch diameter and smaller shall be TV camera inspected by the City Utility Department and accepted prior to placing final crushed rock surfacing and pavement. All construction except final casting adjustments must be completed and approved by the Inspector prior to the TV inspection. The manholes and catch basins must be set to grade, channeled, and grade rings set in place prior to TV inspection. Castings must be removed for paving, and fully grouted in place after paving. SECTION 7-04.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-04.5 Payment The unit contract price per lineal foot for "Storm Sewer Ductile Iron Pipe, 12" Inch Diameter CL 50 Unlined" shall be complete compensation for all labor, materials, tools, supplies and equipment necessary to Gowe 4°i to 6°' Ave Drainage/Kuehne 7 - 1 June 3, 2015 Project Number: 15-3004 furnish and install the pipe at the locations shown on the plans and described in the specifications. The bid item price includes but is not limited to: trench excavation; chinking in pipe, placing and compacting pipe bedding, placing, mixing, shaping, and compacting trench backfill, dewatering, surface restoration, and cleanup. The bid price shall also include fittings, tees, couplings, gaskets, connection to new or existing storm pipes, catch basins, or ditches, testing, coordination for TV inspection, and additional costs for overtime work when working on weekends. 7-05 MANHOLES, INLETS, CATCH BASINS, AND DRYWELLS SECTION 7-05.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-05.3 Construction Requirements All manholes and catch basins shall be precast concrete units and shall conform to Kent Standard Plans 4-1, 4-2, 5-1 and 5-2 unless specified otherwise. Minimum height for Type 1-48 inch, 54 inch, and 60 inch manholes shall be 5 feet. Manholes under 5 feet in height shall conform to Kent Standard Plan 4-2. Catch basin grates and solid covers shall be ductile iron and of the locking type unless indicated otherwise on the plans and shall be in accordance with Kent Standard Plans 5-4 through 5-16 as applicable. Miscellaneous catch basin details shall be in accordance with Kent Standard Plan 5-3. Care must be taken to insure that pressures exerted on the soils beneath the manholes and the adjacent mains are approximately uniform. Unequal soil pressures may result in excessive settlement at manholes. A spread foundation or other measures may be required to reduce the unit load imposed by the manhole. PVC pipe adaptors shall be KOR-IN-SEAL type flexjoints or sand collars or other materials as approved by the Engineer to permit slight differential movement. All pipe materials other than the above shall be mudded directly into the manholes and catch basins using a smooth forty five (45) degree bevel from the pipe to the structure meeting ASTM D-303-H-78 SDR35. The allowable protrusion is two (2) inches inside the structure unless approved otherwise by the Engineer. Block lettering is required on the top surfaces of storm drain castings, and shall read as follows: "OUTFALL TO STREAM, DUMP NO POLLUTANTS" i Gowe 4`" to 6'h Ave Drainage/Kuehne 7 - 2 June 3, 2015 Project Number: 15-3004 .... ..... .... ... . . �l SECTION 7-05.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-05.3(1) Adjusting Manholes and Catch Basins to Grade All construction in performing adjustments of existing or new utilities shall conform to the WSDOT Standard Specifications, Standard Plans, Kent Standard Plans and the Kent Special Provisions. Locating all new and existing utilities to be adjusted following the paving shall be the responsibility of the Contractor. The Contractor shall mark or reference all affected utilities including traffic loops prior to paving. Should it be determined by City personnel upon inspection or by notification from other utility companies that the Contractor has failed to adjust existing utilities, the Contractor shall be responsible for completing the adjustments, at no additional cost to the utility company or the City, even if the Contractor has vacated the project site. If the Contractor neglects to reference utilities prior to paving, and for example causes conflicts with or damage to traffic loops, the Contractor shall be responsible to relocate or replace the traffic loops at no additional cost to the City. No less than 4 inches or greater than 16 inches shall be provided between the top of the cone and the underside of the manhole frame for adjustment to street grade or ground surface. Final elevation and slope of the frame and cover shall conform to the final street surface. All joints in the brick or ring adjustment shall be filled with grout, and the castings shall be sealed in grout placed on the ring or brick. A 3/8 inch mortar lining shall be installed inside and out of the adjustment section to form a smooth watertight finish. NOTE: The use or presence of wood, asphalt, expansion joint material or other non-approved product for catch basin or manhole adjustment shall be cause for immediate rejection. On asphalt concrete paving and/or asphalt resurfacing projects, manholes, catch basins and similar structures shall not be adjusted until the pavement is completed, at which time the center of each structure shall be relocated from references previously established by the Contractor. The pavement shall be cut in a restricted area and base material removed to permit removal of the cover. The asphalt concrete pavement shall be cut and removed to a neat circle, the diameter of which shall be equal to the outside diameter of the frame plus two feet. The frame shall be placed on concrete blocks and fully mortared to the desired grade. The base materials and crushed rock shall be removed and Cement Concrete Class 3000 shall be placed so that the entire volume of the excavation and up to within, but not to exceed 1-1/2 inches of the finished pavement surface. Note: casting adjustments shall be made with cementatious materials only. Wood, plastic, iron, aluminum, bituminous or similar materials are prohibited. Gowe 41"to 6`"Ave Drainage/Kuehne 7 - 3 June 3, 2015 Project Number: 15-3004 On the following day, the concrete, the edges of the asphalt concrete pavement, and the outer edge of the casting shall be painted with hot asphalt cement. Asphalt concrete shall then be placed and compacted with hand tampers and a patching roller. The completed patch shall match the existing paved surface for texture, density, and uniformity of grade. Thejoint between the patch and the existing pavement shall then be painted with hot asphalt cement or asphalt emulsion and shall be immediately covered with dry paving sand before the asphalt cement solidifies. SECTION 7-05,3(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: SECTION 7-05.3(3) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-05.3(3) Connections to Existing Manholes It shall be the Contractor's sole responsibility to protect the existing sewer system from any damage and/or debris resulting from the construction. Should any damage and/or debris occur, the Contractor shall, at no cost to the City, repair and/or clean said system to the satisfaction of the Engineer. NOTE: Cleaning shall include those existing lines downstream of the project in which debris has been deposited. l SECTION 7-05.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-05.5 Payment "Catch Basin, Type 1" "Concrete Inlet" The unit contract price per each for the above items constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to install the specified structure to final finished grade as shown on the plans and described in the specifications. This work includes but shall not be limited to: excavating; dewatering; installing; connecting new or existing pipes, backfilling; compacting; surface restoration; referencing for future locates prior to final overlay, "Adjust Existing Manhole Cover to Finished Grade" "Adiust Existing Catch Basin Grate or Curb Inlet Grate to Finished Grade" The unit contract price per each for the above items constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to adjust the specified structure to final finished grade as shown on the plans and described in the specifications. This work includes but shall not be limited to: excavating; dewatering; installing; connecting new or existing pipes, backfilling; compacting; surface restoration; referencing for future locates prior to final overlay; and storm drain stenciling. Adjusting the grade by adding or removing risers, grade rings, or sections as required Gowe 4� to 6"' Ave Drainage/Kuehne 7 - 4 June 3, 2015 Project Number: 15-3004 will be included in this bid item. Any adjustments made prior to the final finished elevation shall be considered incidental. 7-08 GENERAL PIPE INSTALLATION REQUIREMENTS SECTION 7-08.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.2 Materials All pipe shall be of the type and material specified in the bid proposal, shown on the plans or specified herein. All materials used for construction of sanitary sewer and storm drainage systems and appurtenances shall be new and undamaged. All materials used shall be subject to inspection by the City prior to use. The Contractor shall provide the City with shop drawings, manufacturer's specifications and certificates of materials as requested. The materials referred to herein, shall conform to the applicable provisions of the WSDOT Standard Specifications, the Kent Special Provisions and the manufacturer's recommended installation procedures. See the following Sections of the WSDOT Standard Specifications and the Kent Special Provisions: Hot Mix Asphalt ........................... ... 5-04.2 Storm Sewers ................................. 7-04.2 Manholes, Inlets and Catch Basins.,.... 7-05.2 Crushed Surfacing ........................... 9-03.12(3) Pipe Zone Bedding ........................... 9-03.12(3) Gravel Borrow ................................. 9-03.14(1) Foundation Material Class I and I I ...... 9-03.17 Bank Run Gravel for Trench Backfill .... 9-03.19 SECTION 7-08.3(1)A IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.3(1)A Trenches If well points are used for dewatering pipe trenches, they shall be adequately spaced to provide the necessary dewatering and shall be sandpacked and/or other means used to prevent pumping of fine sands or silts from the sub-surface. A continual check by the Contractor shall be maintained to insure that the sub-surface soil is not being removed by the dewatering operation. Once commenced, the dewatering operation shall be continuous until construction and backfilling in the dewatered area is complete. Pump shutdown shall be accomplished in an approved gradual manner. The Contractor shall provide enough facilities and personnel to maintain continuous operation once commenced. Such continuous operation shall be the responsibility of the Contractor. Gowe 4"' to 6"'Ave Drainage/Kuehne 7 - 5 June 3, 2015 Project Number: 15-3004 In the event of damage to the trench foundation as determined by the Engineer, or to the ditch walls, or other operations resulting from the failure of the Contractor to maintain the dewatering operation, the complete cost of all repairs shall be borne by the Contractor. It shall be the sole responsibility of the Contractor to dispose of all waters resulting from its dewatering operation. This responsibility also includes choice of method, obtaining regulatory agency approvals, complying with state water quality standards and other agency requirements. Each individual project and dewatering operation shall be evaluated individually to determine exact requirements; however, in general the following conditions will apply. 1 . Disposal into the existing storm drain facilities (pipes, channels, ditches, etc.) may be acceptable if the Contractor obtains the necessary permits and approvals. 2. Discharge to existing storm drain facilities shall not result in a violation of state water quality standards for surface water, Chapter 173-203 WAC. 3. The Contractor shall monitor discharge and receiving water(s) as required to verify that water quality standards are being met. 4. If necessary to meet standards and approval requirements, the Contractor shall treat the water prior to discharge. A settling pond may be an acceptable method of treatment. Any damage, as determined by the Engineer to properties or improvements resulting from an inadequate disposal (water) operation shall be the responsibility of the Contractor, including repairs, replacements and/or restoration. Where required or where directed by the Engineer, stabilization of the trench bottom shall be in accordance with Section 7-08.3(1)A of the WSDOT Standard Specifications. Excavation of the unsuitable material shall be considered as trench excavation. The unsuitable material shall be disposed of by the Contractor. Backfill unsuitable material excavations with Foundation Material Class I or I I meeting the requirements of Section 9-03,17 of the Kent Special Provisions with the class called for in the bid proposal, on the plans or by the Engineer in the field. Trench excavation shall include the required pavement removal for construction of the trench. See Section 2-02.3(3) of the Kent Special Provisions. Gowe 41h to 61h Ave Drainage/Kuehne 7 - 6 June 3, 2015 Project Number: 15-3004 SECTION 7-08.3(1)C IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.3(1)C Beading the Pipe Bedding shall be placed in accordance with Standard Plan B-55.20-00. Bedding material shall be in accordance with Section 9-03.12(3) of the Kent Special Provisions, Bedding material shall be tamped in layers under, around and above the pipe to adequately support and protect the pipe. The Contractor shall use compaction equipment approved by the Engineer to obtain adequate compaction of the bedding material. Unless otherwise approved by the Engineer, adequate compaction shall be construed to mean to at least 95 percent of the maximum density measured in accordance with ASTM D-1557. The pipe shall be protected from damage when compacting. At least two feet of cover is required over the pipe prior to using heavy compaction equipment. SECTION 7-08.3(2)B IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.3(2)B Pipe Laying - General At locations of pipe crossing between new or existing pipes the minimum vertical clearance shall be one and one-half foot unless otherwise approved by the Engineer. If this clearance cannot be obtained, the Contractor shall install a 2-inch thick 1-2 PSF Styrofoam cushion between the pipes. The cushion shall be installed longitudinally with the lower pipe. The cushion width shall be equal to the lower pipe diameter and the length shall be one foot greater than the upper pipe diameter. It should be noted that field adjustment of specified slopes for storm and sanitary side sewers are permissible, if approved by the Design Engineer, to obtain the minimum clearances. External or internal grouting or repair by use of collars on the new sanitary or storm sewer line will not be an acceptable means of repair, should repair be necessary. I All pipe, adaptors, tees, and other fittings shall be used for the purpose intended by the manufacturer and shall be installed according to manufacturer's recommendations. SECTION 7-08.3(2)G IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.3(2)G Jointing of Dissimilar Pipe Connections of Ductile or Cast Iron Pipe to Concrete Pipe or PVC Pipe will be done by the use of Cast Transition or reducing couplings (Romac 501 or equivalent). Gowe 40'to 6"' Ave Drainage/Kuehne 7 - 7 June 3, 2015 Project Number: 15-3004 SECTION 7-08.3(2)H IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.3(2)H Sewer Line Connections Where indicated on the plans or where directed by the Engineer, connections shall be made to the existing storm drain/sewer systems by the Contractor in accordance with applicable portions of the WSDOT Standard Specifications and Kent Special Provisions in a workmanlike manner satisfactory to the Engineer. SECTION 7-08.3(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 7-08.3(2)J Pipe Laying - PVC For PVC pipe, the Contractor shall maintain a cover over the pipe to prevent temperature deformation caused by the sun and shall remove such cover only for a sufficient time to allow the pipe to be installed. When making field cuts of PVC pipe, a new reference line shall be marked on the spigot end a distance of 4-5/8 inches from said end. Said end will provide a visual means of determining whether full insertion of the spigot into the bell has been made during installation. SECTION 7-08.3(4) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.3(4) Plugging Existing Pipe Existing pipes being plugged shall be plugged with concrete at both ends and shall otherwise be in accordance with Section 7-08.3(4) of the WSDOT Standard Specifications, SECTION 7-08.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 7-08.3(5) Street Restoration Unless otherwise shown on the plans, street restoration shall be in accordance with the following requirements: Where cuts have been made in either asphalt concrete pavement, or in oil mats, the Contractor shall reconstruct the trench areas. In all cases, the asphalt patch thickness shall be .5' and crushed surfacing thickness shall meet or exceed the existing pavement section. Upon approval of the Engineer, Controlled Density Fill may be used to back fill the narrow trenches where it is difficult to compact crushed surfacing. Where cuts have been made in cement concrete pavement, the Contractor shall reconstruct the trench area with a 6 inch thick Gowe 41"to 6t"Ave Drainage/Kuehne 7 - 8 June 3, 2015 Project Number: 15-3004 i cement concrete patch placed on a 6 inch thickness of crushed surfacing top course. Where there is an existing asphalt overlay over cement concrete pavement, the cement concrete shall be patched to original grade as above and then overlaid with an asphalt concrete patch to existing grade. All gravel shoulders shall be restored to their original condition and shape. The Contractor shall spread a 2 inch thick layer of crushed surfacing on the shoulder. The shoulder shall be finished with a grader after backfilling and compacting and before spreading the crushed surfacing. Permanent surface treatments and pavements shall not be placed until an as-built survey and testing of the new underground utilities have been completed. Verification that utility construction conforms to the line and grade requirements of Section 7-08.3(2)B of the WSDOT Standard Specifications shall be made by the Engineer prior to authorizing paving to begin. Also, each new utility must pass all appropriate tests specified herein for the type of utility prior to paving. SECTION 7-08.4 IS REVISED BY DELETING THE FIRST PARAGRAPH AND REPLACING WITH THE FOLLOWING: 7-08.4 Measurement Gravel backfill for foundation and pipe zone bedding shall be measured by the ton, including haul. SECTION 7-08.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.5 Payment The unit contract price per ton for "Crushed 5/8 Inch Minus (Pipe Zone Beddin " constitutes complete compensation for all labor, material, tools, supplies, and equipment necessary or incidental to haul in and store bedding material; including load out, haul and dispose of trench spoils, as shown on the plans and described in the specifications. Reference WSDOT Standard Plan B-55.20-00. 7-12 VALVES FOR WATER MAINS SECTION 7-12.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 7-12.5 Payment Payment will be made in accordance with Section 1-04.1 , for the following bid items when they are included in the Proposal: Gowe 41"to 61"Ave Drainage/Kuehne 7 - 9 Juno 3, 2015 Project Number: 1 5-3004 The unit contract price per each for "Adjust Existing Valve Box Top Section and Lid to Finished Grade" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to adjust the valve box top to final finished grade as shown on the plans and described in the specifications. This work includes but shall not be limited to: referencing for future locates prior to overlay, excavating, backfilling, compacting, surfacing and restoration. Any adjustments made prior to the final finished elevation shall be considered incidental to this bid item. Reference Kent Standard Plan 3-7. i Gowe 4w to 6"'Ave Drainage/Kuehne 7 - 10 June 3, 2015 Project Number: 15-3004 DIVISION ® - MISCELLANEOUS CONSTRUCTION 8-01 EROSION CONTROL AND WATER POLLUTION CONTROL SECTION 8-01.1 IS SUPPLEMENTED BYADDING THE FOLLOWING: 8-01.1 Description This work consists of temporary erosion and sedimentation control procedures (TESCP) as shown on the construction plans, specified in these Kent Special Provisions, and ordered by the Engineer as work proceeds. The TESCP are intended to minimize erosion and sedimentation as well as protect waters of the state and the city's municipal separate storm sewer system (MS4) as required by law. SECTION 8-01.2 IS SUPPLEMENTED BYADDING THE FOLLOWING: 8-01.2 Materials Materials shall meet the requirements of the following sections of the Kent Special Provisions and the WSDOT Standard Specifications: Seed ....................................8-01 .3(2)B and 9-14.2 Fertilizer ...............................8-01 .3(2)B and 9-14.3 Mulch and Amendments ..........8-01 .3(2)D and 9-14.4 Tackifier ...............................8-01 .3(2)E and 9-14.4(7) 8-01.3 Construction Requirements SECTION 8-01.3(9) IS SUPPLEMENTED BYADDING THE FOLLOWING: 8-01.3(1) General Preventing and controlling pollution, erosion, runoff, and related damage requires the Contractor to install temporary stormwater best management practices (BMPs) as per the plans and as directed by the City. As site conditions dictate, additional BMPs may be required. The contractor shall anticipate the need for additional best management practices and propose necessary changes to the City. Should the Contractor fail to install the required temporary erosion and sediment control (TESC) measures or to perform maintenance in a timely manner, or fail to take immediate action to install additional approved measures, all fines, cost of cleanup, costs for delays and down time shall be borne by the Contractor. All cost for this work shall be paid for under the unit contract bid prices. The upgrading of the TESCP facilities shall not constitute a basis for additional working days for this project. Gowe 4`'to 6`h Ave Drainage/Kuehne 8 - 1 June 3, 2015 Project Number: 15-3004 The Contractor shall provide the Engineer a minimum of two working days notice prior to clearing adjacent to any wetland, creek or other sensitive area. During the construction period, no disturbance beyond the flagged clearing limits shall be permitted. The flagging shall be maintained by the Contractor for the duration of construction. The TESC facilities shall be in accordance with and conform to the Kent Surface Water Design Manual, the WSDOT Standards Specifications, and the Ecology Construction Stormwater General Permit (if applicable), except as modified by the Kent Design and Construction Standards or these Kent Special Provisions. It shall be the responsibility of the Contractor to notify the City at once of any TESC deficiencies or changes in conditions such as rutting and or erosion that may occur during construction. The Contractor may recommend possible solutions to the Engineer in order to resolve any problems that are occurring. The requirements of this section shall apply to all areas of the site subject to construction activity as described in the WSDOT Standard Specifications, the Kent Special Provisions and contract plans, including Contractor construction support facilities, Contractor personnel parking areas, equipment and material storage/laydown areas, and other areas utilized by the Contractor for completion of the work. Nothing in this section shall relieve the Contractor from complying with other contract requirements. SECTION B-01.3(1)A /S SUPPLEMENTED BYADD/NG THE FOLLOWING. 8-01.3(1)A Submittals Prior to the start of any construction activities, the Contractor shall submit for the Engineer's review and approval, the following, as necessitated by the work: 1 , Dewatering Plan 2, Spill Prevention Control and Countermeasures Plan 3. Stream Bypass Plan for in-water work 4. Name and contact info for Contractor's CESCL SECTION 8-01.3(1) IS SUPPLEMENTED BYADD/NG THE FOLLOWING NEW SECTIONS. 8-01.3(1)F Applicable Regulations and Criteria All construction activities are subject to applicable federal, state, and local permits. The Contractor shall comply with requirements of applicable state and local regulatory requirements, including, but not limited to the following: 1 . WAC 173-201A Water Quality Standards for Surface Waters of the State of Washington 2. RCW 90.48,080 Discharge of pollutants prohibited Gowe 4"'to 6"Ave Drainage/Kuehne 8 - 2 June 3, 2015 Project Number: 15-3004 i 3. City of Kent 2002 Surface Water Design Manual 4. Construction Stormwater General Permit — WA Department of Ecology SECTION 8-01.3(2)G IS SUPPLEMENTED BYADDING THE FOLLOWING: 8-01.3(2)G Protection and Care of Seeded Areas Protect adjacent property, public walks, curbs and pavement from damage. Do not place soil directly on paved surfaces. Locate all underground utilities prior to the commencement of work. Keep streets and area drains open and free flowing. Protect all seeding against wind, storm, and trespassing. Replace any plants that become damaged or injured, In seeded areas, treat and reseed damaged spots larger than one square foot, SECTION 8-01.3(2)H IS SUPPLEMENTED BYADDING THE FOLLOWING: 8-01.3(2)H Inspection Inspection of seeded areas shall be made upon completion of seeding operations, at the end of the maintenance period, and at any time during the maintenance period. The Contractor shall reseed, re-mulch or re-fertilize as required to establish a uniform, thick stand of grass. A uniform stand of grass shall be defined as any grass area with no spots greater than one square foot, Areas failing to show a uniform thick', healthy stand of grass after the maintenance period shall be reseeded consistent with the Kent Special Provisions at the Contractor's expense. Reseeded areas will be subject to inspection for acceptance. 8-01.3(9) Sediment Control Barriers SECTION 8-01.3(9)D IS SUPPLEMENTED BYADDING THE FOLLOWING: 8-01.3(9)D Inlet Protection Cleaning and maintenance of inlet protection shall not flush sediment, or sediment-laden water into the downstream system. SECTION 8-01.3 IS SUPPLEMENTED BYADDING THE FOLLOWING NEW SECTION: 8-01.3(17) Vehicle Maintenance and Storage Handling and storage of fuel, oil and chemicals shall not take place within 50 feet of waterways. Storage shall be in dike tanks and barrels with drip pans provided under the dispensing area. Shut-off and lock valves shall be provided on hoses. Fuel, oil, and chemicals shall be dispensed only during daylight hours unless approved by the engineer. Fencing shall be provided around storage area. Locks shall be provided Gowe 41"to 6w Ave Drainage/Kuehne 8 - 3 June 3, 2015 Project Number: 15-3004 on all valves, pumps, and tanks. Materials used to clean up fuel, oil, and chemical spills shall be disposed of as directed by the engineer. Water used for washing vehicles and equipment shall not be allowed to enter storm drains or other State waters. No processed waste water(s) of any kind shall be discharged onto the ground, to surface waters, or to stormwater conveyance systems. SECTION 8-01.5 IS SUPPLEMENTED BYADDING THE FOLLOWING: 8-01.5 Payment The unit contract price per each for "Inlet Protection" shall be full pay for furnishing all labor, materials, tools and equipment necessary to construct, maintain, and remove when no longer required, this temporary erosion control measure. No other further compensation will be made. 8-02 ROADSIDE RESTORATION SECTION 8-02.1 IS SUPPLEMENTED BYADDING THE FOLLOWING: 8-02.1 Description Drawings and Specifications: Definitions: The word "provide" means "furnish and install" (for landscaping only). Dimensions and Measurements: Dimensions govern when shown. Scale is approximate. Contractor shall check all dimensions in the field and verify them with respect to adjacent or incorporated work. Any discrepancies in the drawings shall be brought to the immediate attention of the Engineer before work proceeds further. Number of Specified Items Required: Wherever in these Kent Special Provisions an article, device or piece of equipment is referred to in the singular number, such reference shall include as many such items as are shown on drawings or required to complete the installation. SECTION 8-02.1 IS SUPPLEMENTED BYADDING THE FOLLOWING NEW SECTION: 8-02.1 (1) Submittals The Contractor shall submit within 20 days after Notice to Proceed date a list of all plant material indicating source of supply, order invoice, size and quantity for such species or variety. All plant materials shall meet requirements of State and Federal laws with respect to inspection for plant diseases and infestations. Inspection certificates required by law shall accompany each shipment of plant material and submitted to the Engineer. Gowe 41"to 6v Ave Drainage/Kuehne 8 - 4 June 3, 2015 Project Number: 15-3004 j i SECTION 8-02.2 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-02.2 Materials Materials shall meet the requirements of the following sections: Topsoil Type A, Type B, and Type C............. 9-14.1 (1), (2), (3) Seed ....................................................... 9-14.2 Fertilizer.................................................. 9-14.3 Mulch and Amendments............................. 9-14.4 Wood Cellulose Fiber ................................. 9-14.4(2) Special Planting Mixture............................. 9-14.4(9) Erosion Control Devices ............................. 9-14.5 Plant Materials.......................................... 9-14.6 Street Trees............................................. 9-14.6(1)A Stakes, Guys and Wrapping ....................... 9-14.7 Tree Ties ................................................. 9-14.7(1) Water for Plants........................................ 9-25.2 Botanical identification and nomenclature of plant materials shall be j based on descriptions by Bailey in "Hortus Third" or superseding editions and amendments. 8-02.3 Construction Requirements SECTION 8-02.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(1) Responsibility During Construction The Contractor shall at all times keep the planted areas free from accumulations of waste materials or rubbish. Upon completion of the planting work, the Contractor shall immediately remove all refuse and debris resulting from the planting activities. The project will not receive either preliminary or final approval if the cleanup does not meet with the approval of the Engineer. SECTION 8-02.3(3) IS SUPPLEMENTED BYADDING THE FOLLOWING: 8-02.3(3) Weed and Pest Control During the maintenance period, all weeds are to be removed by hand. SECTION 8-02.3(5) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(5) Planting Area Preparation The Contractor shall excavate planting pits to a depth of three feet below the top of adjacent sidewalks, or adjacent ground if trees are not being planted in sidewalk cutouts. Tree pits shall be about three feet in diameter, and shall be neat and uniform basins around each tree. The Contractor shall then place special planting mixture into the tree basins, Gowe 41"to 61"Ave Drainage/Kuehne 8 - 5 June 3, 2015 Project Number: 15-3004 I i bringing to grade about one and one-half foot below the top of the planter by compaction by repeated watering. Refer to Section 8-02,3(4) of the WSDOT Standard Specifications. SECTION 8-02.3(7) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(7) Layout of Planting The location of plantings shall be according to the landscaping details, unless otherwise directed by the Engineer. The Contractor shall layout tree, shrub and herbaceous plant locations and receive the approval of the Engineer before planting begins. SECTION 8-02.3(8) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(8) Planting All plants shall be carefully placed in excavated holes to prevent damage to fibrous root systems during placement and backfilling operations, with burlap or container removed. Plants shall be set vertically in the center of the pits, backfilled with native soil, watered and settled so that the crown of the root ball will have the same relation to finished grade as it bore to the grade of the ground from which it was dug. All street trees shall be planted in general conformance to Kent Standard Plan 6-55. SECTION 8-02.3(9) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(9) Pruning, Staking, Guying, and Wrapping Pruning shall be limited to the minimum amount necessary to remove injured twigs and branches. Only cut injured limbs to the nearest lateral bud. Do not apply tree wound paint or petroleum product to tree cuts. The Contractor shall use rootball bracing (triangle method) rather than staking or guying to support new trees, SECTION 8-02.3(91) IS SUPPLEMENTED BYADDING THE FOLLOWING: 8-02.3(11) Bark or Wood Chip Mulch Beauty bark shall be clean consisting of tree bark free of leaves, seeds, roots or live deciduous tree bark that could result in invasive starter volunteer growth. Bark particles size shall not exceed 2". SECTION 8-02.3(13) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(13) Plant Establishment The Contractor is responsible for maintaining all trees and shrubs in a clean and thriving condition for a period of not less than two calendar years. The period of maintenance shall begin upon final installation and Gowe 4'h to 6"'Ave Drainage/Kuchne 8 - 6 June 3, 2015 Project Number: 15-3004 inspection of work, and subsequent written notification by the Engineer. Maintenance shall include all necessary cleaning, weeding, pruning, watering, and one supplemental feeding with approved fertilizer. The Contractor shall water all trees and shrubs a minimum of once per week during the months of June through September to establish the vegetation during the dry summer months. Maintenance of this watering schedule is critical to the survival of the trees and shrubs. SECTION 8-02,3(14) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(14) Plant Replacement The Contractor shall replace all trees and shrubs which, in the opinion of the City Nursery Supervisor, have failed to establish themselves during the maintenance period at its sole expense. All replacement planting shall be conducted in conformance to these specifications. SECTION 8-02.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: I 8-02.3(17) Plant and Site Protection During Entire Construction Period The Contractor shall: 1 . Protect existing trees to remain and new plants against injury and damage, including but not limited to: cutting, breaking, or skinning of roots, trunk or branches, or smothering by stockpiling construction material, or compaction by equipment. 2. Keep all heavy equipment (e.g., backhoe) outside of the drip lines of all existing trees, so as not to damage the root systems. 3. Notify Engineer immediately if a conflict arises between construction activity and the protection of trees and shrubs; alter methods as necessary and as approved by the Engineer. SECTION B-02.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.5 Payment The unit contract price per each for "Street Tree Planting and Staking" constitutes complete compensation for all labor, materials, tools and equipment necessary for planting and staking street trees in accordance with the plans and the Kent Special Provisions. This item includes but is not limited to root barriers, mulch, fertilizer, watering, water tubes, planting mixture, tree ties and stakes, and for watering and maintaining trees for a period of not less than two calendar years. The unit contract price per cubic yard for "Topsoil Type A" constitutes complete compensation for all labor, materials, tools and equipment necessary to supply and spread the topsoil in the areas shown on the plans, or where directed by the Engineer. This item includes but is not limited to the labor required for raking and compacting the topsoil, cleanup and complete preparation ready for seeding. Gowe 4'h to 6`" Ave Drainage/Kuehne 8 - 7 June 3, 2015 Project Number: 15-3004 The unit contract price per cubic yard for "Beauty Bark" constitutes complete compensation for all labor, materials, tools and equipment necessary to supply and spread in the areas shown on the plans, or where directed by the Engineer. This item includes but is not limited to the labor required for raking, placing around plantings and cleanup. 8-04 CURBS, GUTTERS, AND SPILLWAYS SECTION 8-04.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: i 8-04.3(1) Cement Concrete Curbs, Gutters and Spillways The City will provide control staking in accordance with Section 1-05.5(6) of the Kent Special Provisions. The Contractor shall place a curb and gutter control string line for approval by the Engineer prior to placement of curb and gutter. The Contractor will provide the City 3 full working days advance warning prior to setting string line and allow half of a working day after string line and forms are set for City Survey to verify elevations and grades. If the curb and gutter flow line is found to deviate from the flow line shown on the plans by more than 0.03 foot, the Contractor shall remove the faulty section of curb and gutter and replace it with a new section meeting specifications. The removal and replacement shall be at no cost to the City. SECTION 8-04.5 IS SUPPLEMENTED BY ADDING TfIE FOLLOWING: 8-04.5 Payment Add the following to Section 8-04.5 of the WSDOT Standard Specifications: The unit contract price per linear foot for "Cement Concrete Curb and Gutter" shall be considered complete compensation to: excavate, load haul, dispose of spoils; place, grade and compacting subgrade; place, grade and compact crushed surfacing; all materials, labor, tools and equipment; required to install curb and gutter in accordance with the plans, specifications and as directed by the Engineer. 8-06 CEMENT CONCRETE DRIVEWAY ENTRANCES SECTION 8-06.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-06.3 Construction Requirements Cement Concrete Driveways shall be installed at the locations indicated on the plans or where directed by the Engineer. See Kent Standard Plan 6-43. Cement concrete driveways and associated cement concrete curb drops shall be constructed using a 3-day mix. In addition, the Contractor Gowe 4`'to 6°i Ave Drainage/Kuehne 8 - 8 June 3, 2015 Project Number: 15-3004 i shall immediately implement temporary provisions for access so that no driveway is out of service. Also the Contractor shall not simultaneously work on more than one driveway serving a property. SECTION 8-06.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-06.5 Payment i The unit contract price per lineal foot for "Cement Concrete Driveway, 8 Inch Depth, Reinforced Gutter Only" constitutes complete compensation to: excavate, load, haul, dispose of spoils; place, grade and compacting j subgrade; place, grade and compact crushed surfacing; all materials, labor, tools and equipment; required to install 8" thick cement concrete driveway gutter in accordance with the plans and specifications, Reinforcing steel in the driveway gutter shall be included in this bid item. Reference Kent Standard Plan 6-43. The unit contract price per square yard for "Cement Concrete Driveway, 8 Inch Depth, Reinforced" constitutes complete compensation to: excavate, load, haul, dispose of spoils; place, grade and compacting subgrade; place, grade and compact crushed surfacing; all materials, labor, tools, and equipment; required to install 8" thick cement concrete driveway in accordance with the plans and specifications. Reinforcing steel in the driveway shall be included in this bid item. Reference Kent Standard Plan 6-43. 8-09 RAISED PAVEMENT MARKERS SECTION 8-09.9 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-09.1 Description This work shall consist of furnishing, and installing new pavement markers of the type specified in the plans upon the roadway surface in accordance with applicable Kent Standard Plans and/or WSDOT Standard Plans at locations shown in the Contract or as directed by the Engineer. Removal of existing pavement markers shall be included in the unit bid price for this item unless otherwise specified. Unless otherwise noted, pavement markings shall be installed in strict conformance to Kent Standard Plans 6-74. SECTION 8-09.3(9) IS DELETED AND REPLACED WITH THE FOLLOWING: 8-09.3(1) Preliminary Spotting The Engineer will provide control points at the locations and intervals determined necessary by the City to assist in preliminary spotting of the lines before the placement of raised pavement markers begins. The Contractor shall be responsible for preliminary spotting of the lines to be marked. Approval by the Engineer is required before the placement of raised pavement markers begins. Preliminary spotting to guide the placement of raised pavement markers is required for all longitudinal Gowe 4°i to 6"'Ave Drainage/Kuehne 8 - 9 June 3, 2015 Project Number: 15-3004 lines. Preliminary spotting for each lane of raised pavement markers shall be provided at transition points required by Kent Standard Plan 6-73, RPM Substitution Patterns. SECTION 8-09.3(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-09.3(2) Surface Preparation In removing raised pavement markers and plastic traffic buttons, the Contractor shall: 1 . Haul broken-up pieces of raised pavement markers, plastic traffic buttons and all waste material to an off-project site, unless otherwise directed by the Engineer, or permitted by the Kent Special Provisions. 2. Remove all sand, or other waste materials deposited on the pavement, or within the City's stormwater management system, as a result of the removal process selected by the Contractor. 3. Install temporary lane markings at their sole expense, unless the street is going to be remarked, or overlaid immediately after the j completed removal of raised pavement markers and/or plastic traffic buttons. 4. Take suitable care so as not to damage the underlying pavement surface more than necessary, clean all underlying pavement, including the complete removal of all remaining adhesive, and fill any surface voids caused by the removal work. SECTION 8-09.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-09.4 Measurement When shown as lump sum in the plans or in the Proposal as removal of raised pavement markers and plastic traffic markings, no specific unit of measurement will apply, but measurement will be for the sum total of all items for a complete removal of the subject items. SECTION 8-09.5 IS SUPPLEMENTED BYADDING THE FOLLOWING: 8-09.5 Payment The lump sum contract price for "Removal of Raised Pavement Markers and Painted and/or Thermoplastic Traffic Markings" constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to remove and dispose of the raised pavement markers and painted and/or thermoplastic traffic markings as described in the specifications or as directed by the Engineer. 8-13 MONUMENT CASES SECTION 8-13.5 IS DELETED AND REPLACED WITH THE FOLLOWING: i Gowe 41M1 to 61" Ave Drainage/Kuehne 8 - 10 June 3, 2015 ICI Project Number: 15-3004 8-13.5 Payment Payment will be made in accordance with Section 1-04.1 , for the following bid items when they are included in the Proposal: The unit contract price per each for "Adiust Existing Monument, Case and Cover to Finished Grade" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to adjust the monument, case, and cover to final finished grade as shown on the plans and described in the specifications. This work includes but shall not be limited to: referencing for future locates prior to overlay, excavating, backfilling, compacting, surfacing and restoration. Any adjustments made prior to the final finished elevation shall be considered incidental to this bid item. Reference Kent Standard Plan 6-72. The unit contract price per each for "Install New Monument, Case and Cover to Finished Grade" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to install the new monument, case, and cover to finished grade as shown on the plans and described in the specifications. This work includes but shall not be limited to: excavating, backfilling, compacting, surfacing and restoration. Reference Kent Standard Plan 6-72, 8-14 CEMENT CONCRETE SIDEWALKS SECTION B-14. 1 IS SUPPLEMENTED BYADDING THE FOLLOWING: 8-14.1 Description Work shall include constructing a wheel chair ramp WSDOT STANDARD PLAN F-40.15-0 Perpendicular Curb Ramp in accordance with these specifications and in reasonable close conformity to the dimensions and cross-sections shown in the plans and to the lines and grades as staked by the Engineer. SECTION B-94.3(3) IS DELETED AND REPLACED WITH THE FOLLOWING: 8-14.3(3) Placing and Finishing Concrete The concrete shall be placed in the forms and struck off with an approved straightedge. As soon as the surface can be worked, it shall be troweled smooth with a steel trowel. After trowling and before installing the contraction joints or perimeter edging, the walking surfaces of the sidewalk and ramps shall be brushed in a traverse direction with a stiff bristled broom. The curb face and top on the monolithic cement concrete curb and sidewalk and the cement concrete sidewalk with raised edge shall be smooth. Expansion and contraction joints shall be constructed as shown in the Standard plans. When the sidewalk abuts a cement concrete curb or curb and gutter, the expansion joints in the sidewalk shall have the Gowe 4`" to 61" Ave Drainage/Kuehne 8 - 11 June 3, 2015 Project Number: 15-3004 same spacing as the curb. The expansion joint shall be filled to full cross-section of the sidewalk with 3/8-inch premolded joint filler. Sidewalk ramps shall be of the type specified in the plans. The detectable warning pattern shall have the truncated dome shape shown in the Standard Plans and may be formed by either embossing the wet concrete, adding a manufactured material after the concrete has cured, or installing masonry or ceramic tiles. When masonry or ceramic tiles are used, the Contractor shall block out the detectable warning pattern area to the depth required for installation of the tiles and finish the construction of the concrete ramp. After the concrete has set and the forms have been removed, the Contractor shall install the tiles using standard masonry practices. The two-foot wide detectable warning pattern area on the ramp shall be yellow and shall match the color of "Standard Interstate Yellow" paint as specified in Formula K-2-83. Yellow masonry paint for precast curbs, Formula H-3-83, may be used for truncated dome patterns embossed into the concrete surface. SECTION 8-14.5 IS SUPPLEMENTED BYADD/NG THE FOLLOWING: 8-14.5 Payment Payment will be made in accordance with Section 1 -04.1 for the following bid items when included in the Proposal: "Cement Concrete Sidewalk," per square yard "Cement Concrete Sidewalk Ramp Perpendicular Curb Ramp," per each The unit bid per square yard or per each for the above items constitutes complete compensation for placing, grading and compacting crushed surfacing, all materials, labor, tools and equipment necessary to install cement concrete sidewalk and wheelchair ramps as shown on the drawings and in accordance with the Kent Special Provisions. The unit price shall include but not be limited to: restoration of areas adjacent to sidewalks and ramps that are disturbed from sidewalk forms; and all other materials, labor, tools and equipment to fulfill the requirements or as directed by the Engineer. 8-20 ILLUMINATION TRAFFIC SIGNAL SYSTEMS AND ELECTRICAL 8-20.2(1) Equipment List and Drawings 8-20.3 Construction Requirements SECTION 8-20.3(9) IS REVISED BYADDING THE FOLLOWING: 8-20.3(1)A Video Detection System Installation The City will supply the video detection hardware and materials . including mounting brackets, wire and camera. The contractor will install the camera on the signal mast arm and run wire down the pole and through existing conduit into the controller cabinet as shown on the plans. The City will make the connections in the cabinet. At the direction of the Engineer, the contactor will remove the video detection Gowe 4`h to 61h Ave Drainage/Kuehne 8 - 12 June 3, 2015 Project Number: 15-3004 system taking care to save the wire, brackets and camera in undamaged condition. The Contractor will return all City supplied video detection equipment, hardware and material to the City in undamaged condition after removal. THE THIRD PARAGRAPH OF SECTION 8-20.3(8) IS DELETED AND REPLACED WITH THE FOLLOWING: 8-20.3(8) Wiring All splices in underground illumination circuits and induction loops circuits shall be installed within junction boxes. The only splice allowed in induction loop circuits shall be the splice connecting the induction loop lead in conductors to the shielded home run cable. Splices for illumination circuits, including two way, three way, four way and aerial splices, and splices for induction loop circuits shall be spliced with copper crimped solder-less connectors installed with an approved tool designed for the purpose to securelyjoin the wires both mechanically and electrically. Splices shall then be wrapped with moisture sealing tape meeting the requirements of Sections 9-29.12(1) and 9-29.12(2) of the Kent Special Provisions to seal each splice individually, unless otherwise specified by the Engineer. In no case shall epoxy splice kits be permitted. SECTION 8-20.3(10) IS REVISED AS FOLLOWS: 8-20.3(10) Service, Transformer, and Intelligent Transportation System (ITS) Cabinets THE LAST PARAGRAPH OF THIS SECTION IS DELETED IN ITS ENTIRETY. SECTION 8-20.3(14)C IS REVISED AS FOLLOWS. I 8-20.3(14)C Induction Loop Vehicle Detectors THE LAST SENTENCE IN ITEM 2 IS REVISED TO READ: Each additional loop installed in the lane shall be on 12 foot centers. ITEM 4 IS REVISED AS FOLLOWS: 4. All content after the first sentence is DELETED. ITEM 9 AND ITEM 90 CONTENTS ARE DELETED, LEAVING THEM BLANK SECTION 8-20.3(14)C IS SUPPLEMENTED BY ADDING THE FOLLOWING TO THE END OF THIS SECTION: Loop sealant shall be CrafcoTm Loop Detector Sealant 271 , or approved equal. Installation shall conform to the manufacturer's recommendations. I Gowe 4°i to 6°'Ave Drainage/Kuehne 8 - 13 June 3, 2015 Project Number: 15-3004 Induction loops will only be replaced if the existing loops are damaged in the prosecution of this project. The Contractor shall exercise care to protect the existing induction loops. Despite care taken to protect the loops; if they become damaged the induction loops will be replaced. SECTION 8-20.3(14)D IS REVISED AS FOLLOWS: 8-20.3(14)D Test for Induction Loops and Lead-In Cable SPECIFIED TESTS ARE REVISED AS FOLLOWS: Test B — A megger test at 500 volts DC shall be made between the cable shield and grounding, prior to connection to grounding. The resistance shall equal or exceed 200 megohms. Test C — A megger test shall be made between the loop circuit and grounding. The resistance shall equal or exceed 200 megohms. SECTION 8-20.3(94)E IS REVISED AS FOLLOWS: 8-20.3(14)E Signal Standards ITEMS IS REVISED AS FOLLOWS: i 8. All tenons shall be field installed using Astro-BracTM AB-3008 Clamp Kits, or pre-approved equal. SECTION 8-20.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-20.5 Payment The unit contract price per each for "Adjust Existing Vault Lid to Finished Grade" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to adjust the specified structure lid to final finished grade as shown on the plans and described in the specifications. This work includes but shall not be limited to: referencing for future locates prior to excavating, backfilling, compacting, surfacing and restoration. Adjusting the grade by adding or removing risers, rings, or sections as required will be included in this bid item. Any adjustments made prior to the final finished elevation shall be considered incidental. The unit contract price per each for "Adjust Existing Junction Box to Finished Grade" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to adjust the specified structure to final finished grade as shown on the plans and described in the specifications. This work includes but shall not be limited to; referencing for future locates prior to overlay, excavating, backfilling, compacting, surfacing and restoration. Adjusting the grade by adding or removing risers, rings, or sections as required will be included in this bid item. Any adjustments made prior to the final finished elevation shall be considered incidental. Gown 4"'to 6"' Ave Drainage/Kuehne 8 - 14 June 3, 2015 Project Number: 15-3004 The unit contract price per each for "Induction Loops" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to install and test the new induction loops including all lead in and home run wiring where the existing loops are damaged by the construction or where directed to install them by the Engineer. The lump sum contract price for "Video Detection System, Installation Only" constitutes complete compensation for all equipment, tools, and labor necessary for the temporary installation (and removal upon completion of new traffic loops), of a City supplied video detection system as shown on the plans and described in the specifications. The City will supply the camera, wiring and hanging brackets. Payment under this item shall include compensation for testing and miscellaneous items necessary to provide a complete and fully operational lighting system. 8-22 PAVEMENT MARKING SECTION 8-22.1 IS REVISED AS FOLLOWS: 8-22.1 Description THE TEXT UNDER CROSSWALK STRIPE IS SUPPLEMENTED WITH THE FOLLOWING: A series of parallel SOLID WHITE lines, 8-feet long, 24 inches wide, aligned parallel with the direction of traffic, placed as shown on the plans in conformance to Kent Standard Plan 6-75M. THE FOLLOWING NEW PAVEMENT MARKING IS ADDED: Yellow Curb A SOLID YELLOW stripe,just wide enough to completely cover the concrete curbing. SECTION B-22.3(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING PARAGRAPH TO THE END OF THIS SECTION: 8-22.3(2) Preparation of Roadway Surfaces The preparation of roadway surfaces related to the installation of RPMs shall meet the requirements of Section 8-09.3(1), SECTION B-22.3(3) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-22.3(3) Marking Application The Contractor is responsible for providing traffic control and traffic control devices as necessary to direct vehicular traffic away from freshly applied traffic channelization until such time as the markings have completely cooled, cured or dried. Failure to ensure reasonable Gowe 4`"to 61"Ave Drainage/Kuehne 8 - 15 June 3, 2015 Project Number: 15-3004 i protection for the fresh markings will result in the Engineer's decision to adjust the method of payment for damaged markings, The Engineer's decision regarding the means of payment adjustment for vehicle damaged stripes/markings is final. Type 2 markers may be warmed prior to setting by heating to a maximum temperature of 120 F for a maximum of 10 minutes. The second coat of yellow paint applied to concrete curbs shall have glass beads applied at the rate of 12 pounds per 100 linear feet of curbing. i SECTION 8-22.3(5) IS SUPPLEMENTED BY ADDING THE FOLLOWING: i� i 8-22.3(5) Installation Instructions RPMs shall be installed per the requirements of Section 8-09.3(4). SECTION 8-22.3(6) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-22.3(6) Removal of Pavement Markings Where required for the construction of the project or where directed by the Engineer, the Contractor shall remove pavement markings. The pavement marking shall be obliterated until blemishes caused by the pavement marking removal conform to the coloration of the adjacent pavement. Painting is not an acceptable method for obliteration or removal of pavement markings. Where the project involves overlay or pavement, paint stripes do not have to be obliterated unless specifically called for on the Project Plans, or Traffic Control Plans. All plastic letters, plastic arrows, plastic stripes of all types, plastic buttons, and plastic lane markers shall be removed prior to any overlay of pavement or where the roadway is being rechannelized or where specified on the Plans. Also see Section 8-09.3(1) of the Kent Special Provisions. The City has not shown the existing pavement markings on the plans. The bidder shall visit the site to determine the extent, location and type of items to be removed. SECTION 8-22.4 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-22.4 Measurement Plastic 4" White Line shall be measured by the completed linear foot, Plastic Double Yellow Center Line with Raised Pavement Markers shall be measured against completed linear foot of centerline. Gowe 4'M1 to 61"Ave Drainage/Kuehne 8 - 16 June 3, 2015 j Project Number: 15-3004 i SECTION 8-22.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-22.5 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: "Plastic Stop Bar Line" "Plastic 4 Inch White Line" The unit contract price per lineal foot for the above items constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install thermoplastic line at the locations shown on the plans and described in the specifications and according to Standard Plan 6-76. The unit contract price per lineal foot for "Plastic Double Yellow Center Line With Raised Pavement Markers" constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install thermoplastic lines and raised pavement markers channelization at the locations shown on the plans and described in specifications and according to Standard Plan 6-74. The unit contract price per square foot for "Plastic Crosswalk Line" constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install thermoplastic crosswalk at the locations shown on the plans and described in the specifications and according to Standard Plan 6-75. 8-23 TEMPORARY PAVEMENT MARKINGS THE FIRST PARAGRAPH OF SECTION 8-23. 1 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-23.1 Description The work shall consist of furnishing, installing and removing temporary pavement markings. Temporary pavement markings shall be provided where noted in the plans and for all lane shifts and detours resulting from construction activities. Temporary pavement markings shall also be provided when permanent markings are eliminated because of construction operations. Temporary pavement markings shall be maintained in serviceable condition throughout the project until permanent markings are installed. Temporary pavement markings that are damaged shall be repaired or replaced immediately. Edge lines shall be installed unless otherwise specified in the Contract. 8-28 POTHOLE UTILITIES 8-28.1 Description This work shall consist of potholing utilities at the locations shown on the plans and described in the specifications. The Contractor shall notify the Engineer, a minimum of 24 hours before the pothole work is Gowe 4`'to 6"'Ave Drainage/Kuehne 8 - 17 June 3, 2015 Project Number: 15-3004 performed, to coordinate the work with Survey. Each pothole shall include standby time to allow Surveyors to accurately measure the location and depths of existing utilities. 8-28.2 Materials Backfill and surfacing material shall match conditions of pothole location. Pothole work located in asphalt concrete pavement, shall be backfilled with gravel borrow and crushed rock, then patched with asphalt cold mix. Pothole work located in cement concrete shall be backfilled with gravel borrow, then patched with cement concrete. Pothole work not on paved surfaces shall be backfilled with native material. 8-28.3 Construction Requirements The pothole shall be of sufficient size and depth to expose existing utilities to determine potential conflicts and verify compatibility with designs. Excavation; hauling, dewatering; backfill, compaction, surface restoration, and cleanup are included with this work. 8-28.4 Measurement Pothole utilities shall be measured per pothole work performed. 8-28.5 Payment Payment will be made in accordance with Section 1 -04.1 , for the following bid items when they are included in the Proposal: The contract price per each for "Pothole Utilities" constitutes complete compensation for all labor, materials, tools, supplies, and equipment necessary to pothole utilities at the locations shown on the plans and described in the specifications. 8-30 PROJECT SIGNS 8-30.1 Description i This work shall consist of providing all posts, braces, and hardware and installation and maintenance of City-furnished project signs where shown in the plans or where directed by the Engineer. Contractor shall pick up signs at the City Maintenance Shop on West James Street, telephone (253) 856-5600. Contractor shall provide two weeks notice to the Shops prior to installation to schedule pickup. All project signs become the property of the City at the end of the project, and the Contractor shall return project signs to the same facility when so directed by the Engineer. 8-30.2 Materials Sign posts shall be 4 inch x 6 inch Fir. Gowe 4`h to 6`h Ave Drainage/Kuehne 8 - 18 June 3, 2015 Project Number; 15-3004 8-30.3 Construction Requirements 8-30.3(1) Erection of Posts All posts shall be set reasonably vertical, and deep enough to sustain sign and expected wind loads as determined by the Engineer. 8-30.3(2) Design A Three (3) vertical 4 inch x 4 inch Fir posts shall be attached to the sign board. Three horizontal 2 inch x 4 inch Fir braces shall be attached to the back of the sign board, one each on the top, the bottom, and in the middle. Attachment of posts and bracing shall meet with the approval of the Engineer. 8-30.3 Installation Fasten two (2) vertical 4 inch x 6 inch Fir posts evenly spaced at the back of the sign board. Posts shall be of break-away design with no more than 12.25 square inches of drilled shear area at a point 2 inches above the ground, or as directed by the Engineer. Attachment of posts and bracing shall meet with the approval of the Engineer. 8-30.4 Measurement Project signs will be measured by the installed and maintained unit. Failure of the Contractor to adequately maintain the project signs—as determined by the Engineer—shall be deemed noncompliance with this Specification. 8-30.5 Payment j Payment will be made in accordance with Section 1-04.1 , for the following bid item when they are included in the Proposal: The unit contract price per each for "Protect Sign Installation" constitutes complete compensation for furnishing all labor and materials, to pick up sign(s) from the City Shops, installation and maintenance of project sign(s) for the life of the project and removal and delivery of sign(s) back to the City Shops. Failure to adequately maintain and return project signs to the City Maintenance Shop shall be deemed reasonable grounds for the Engineer to adjust the payment made under this bid item. Said adjustment shall be determined solely by the Engineer and is not negotiable except at the Engineer's discretion. Gowe 4`" to 6' Ave Drainage/Kuehne 8 - 19 June 3, 2015 Project Number: 15-3004 i I DIVISION 9 ® MATERIALS 9-03 AGGREGATES SECTION 9-03.12(3) IS REVISED BY DELETING THE GRAVEL SPECIFICATION AND REPLACING IT WITH THE FOLLOWING: 9-03.12(3) Gravel Backfill for Crushed Surfacing Top Course and Pipe Zone Bedding Pipe zone bedding and top course surfacing shall be crushed rock. Pea gravel is not allowed. All material shall conform with the following gradation: Sieve Size Passing 3/4 Inch 99% - 100% 5/8 Inch 90 - 100% 1/4 Inch 30 - 65% US No. 40 5 - 18% US No. 200 7.5 max. Fracture 75 min. Sand Equivalent 40 min. L.A. wear 500 rev. 35 percent max., degradation 25 percent min. Free from wood waste, bark and other deleterious material. 9-03.21 (1)D Recycled Steel Furnace Slag Steel Furnace Slag shall not be used for any purposes, 9-14 EROSION CONTROL AND ROADSIDE PLANTING SECTION 9-14. 1(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING. 9-14.1(1) Topsoil Type A Topsoil Type A shall consist of the Special Planting Mixture per Section 9-14.4(9) of these Kent Special Provisions. SECTION 9-14.1(1) IS SUPPLEMENTED BYADDING THE FOLLOWING NEW SECTIONS: 9-14.1(1)A Rotted Manure Rotted manure shall consist of well-rotted, unleached cattle manure not containing more than one third part shavings, sawdust, or refuse and shall be free of noxious weed or grass seed. 9-14.1 (1)C Sandy Loam Sandy loam shall consist of soil having a maximum clay content of ten percent by weight. In addition, soil particles shall meet the following requirements for grading: Gowe 4"'to 60'Ave DrainageMuchne 9 - 1 June 3, 2015 Project Number: 15-3004 Passing 1 inch sieve (square opening) ......... 100% Passing 1 mm sieve .................................. 80% minimum Passing 0.15 mm sieve .............................. 15% maximum Mix 6 (Landscaped Area Grass): Weight Seed Mix "B" Min. % Min. % Max. % Proportion Ingredient Pure Seed Germination Weed Seed !I 15% Creeping Red Fescue 95% 90% 0.5% 10% Chewin s Fescue 95% 90% 0.5% 40% Perennial R e rass 95% 90% 0.5% 20% Alta Tall Fescue 95% 90% 0.5% 15% Annual R e rass 95% 90% 0.5% The Contractor shall submit to the Engineer the manufacturer's Certificate of Conformance for seed. A complete analysis of the seed shall be submitted to the City for approval including percent of pure seed, germination, other crop seed, inert and weed and the germination test date. The City reserves the right to reject any or all plant material at any time until final inspection or acceptance. The Contractor shall remove rejected plants immediately from site. The Contractor shall produce upon request sales receipt for all nursery stock and certificates of inspection. SECTION 9-14.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-14.3 Fertilizer Fertilizer for trees: Fertilizer shall consist of slow-release commercial fertilizer (6-10-8). Fertilizer for upland seeded areas: Lilly Miller or approved equal to provide the following nutrients: All areas which are seeded shall receive fertilizer of the following proportions and formulation: Total available Nitrogen ........... 16% of weight (of which 50% is derived from ureaform) Total available Phosphorous ..... 16% of weight Total available Potassium ......... 16% of weight Fertilizer for wetland seeded areas: All areas which are seeded in wetlands or in detention ponds shall receive fertilizer of the following proportions and formulation: �I Total available nitrogen ........... 21% (Analyzed as N) Available phosphorous............. 0% (Analyzed as P205) Available potassium ................ 10% (Analyzed as K20) Gowe 41h to 6th Ave Drainage/Kuehne 9 - 2 June 3, 2015 Project Number: 1 5-3004 Above percentages are proportioned by weight. The Contractor shall deliver fertilizer to the site in original unopened containers bearing manufacturer's chemical analysis, name, trade name, trade mark, and indication of conformance to state and federal laws. Instead of containers, fertilizer may be furnished in bulk with certificate indicating the above information. 9-14.4 Mulch and Amendments SECTION 9-14.4(8) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-14.4(8) Compost Compost shall not contain any sawdust, straw, green or under- composed organic matter, under-sterilized manure or toxic or otherwise harmful materials and free of noxious weed or grass seed. I SECTION 9-14.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 9-14.4(9) Special Planting Mixture Special planting mixture shall consist of three-way mix free of noxious weed or grass seed, consisting of one part rotted manure, one part sandy loam, and one part compost by volume with commercial fertilizers added as specified herein and having a pH range of 5.0 to 6.0. Rotted manure shall consist of well-rotted, unleached cattle manure not containing more than one third part shavings, sawdust, or refuse and shall be free of noxious weed or grass seed. Sandy loam shall consist of soil having a maximum clay content of ten percent by weight. In addition, soil particles shall meet the following requirements for grading; Passing 1 inch sieve (square opening) 100% Passing 1 mm sieve ......................... 80% minimum Passing 0.15 mm sieve ..................... 15% maximum The sandy loam shall be free from subsoil, noxious weed seed and other foreign substances and shall have a pH factor of between 5.0 and 6.0. Maximum Electrical Conductivity shall be 2.0 milliohms. 9-14.4(12) Wood Cellulose Fiber Wood cellulose mulch shall be specially processed 100 percent virgin wood fiber containing no growth or germination-inhibiting ingredients. It shall be manufactured in such a manner that after addition and agitation in slurry tanks with water, the fibers in the material will become uniformly suspended to form a homogenous slurry. When Gowe 4' to 6`^Ave Drainage/Kuehne 9 - 3 June 3, 2015 Project Number: 15-3004 I hydraulically sprayed on the ground, the material shall allow the absorption and percolation of moisture. Wood cellulose fiber shall be Weyerhaeuser Silva-Fiber Plus w/Tackifier or approved equal. Organic matter content shall be at least 93 percent on an oven-dry basis as determined by ASTM D 586. The moisture content shall be no more than 15 percent as determined by oven dried weight. Each package of the cellulose fiber shall be marked by the manufacturer to show the dried weight content. 9-14.6 Plant Materials 9-14.6(1) Description SECTION 9-14.6(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 9-14.6(1)A Street Trees The following 2" minimum caliper street tree measured on the trunk at 18" above the roots: Common Name Scientific Name Height Width Shape Min. (feet) (feet) Spacing (feet) Small Street Trees For planting under 30' or owerlines less Flame Maple Acer ginnala 'Flame' 20' 20' Round, lowspreading 30' 9-14.7 Stakes, Guys, and Wrapping SECTION 9-14.7 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 9-14.7(1) Tree Ties Tree ties shall be patent "Tre-Ties" sufficient in size and number to adequately support the trees as determined by Quentin Poil, Nursery Supervisor at (253) 856-5127. 9-28 SIGNING MATERIALS AND FABRICATION SECTION 9-28. 1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-28.1 General All signs shall be reflectorized except for City Project Signs. ALL PERMANENT SIGNS, EXCEPT "NO PARKING ANYTIME" SIGNS SHALL HAVE VIP SIGNS AND CLASS A TEMPORARY DIAMOND GRADE RETRO- REFLECTORIZED SHEETING, UNLESS NOTED OTHERWISE IN THE PLANS. "NO PARKING ANYTIME" signs shall have engineer grade retro- reflectorized sheeting. Gowe 4`h to 61M1 Ave Drainage/Kuehne 9 - 4 June 3, 2015 Project Number: 15-3004 9-29 ILLUMINATION, SIGNAL, ELECTRICAL SECTION 9-29.12(2) /S DELETED AND REPLACED WITH THE FOLLOWING: 9-29.12(2) Traffic Signal Splice Material Induction loop splices shall be made with solderless crimp connectors to securely join the wires both mechanically and electrically. Equipment and methods shall be as recommended by the manufacturer of the splicing materials. Each solderless crimp connector splice shall be wrapped with Scotch TM#06147 Electrical Moisture Sealant, or approved equal. I Gowe 41h to 6`h Ave Drainage/Kuehne 9 - 5 June 3, 2015 Project Number: 15-3004 II I KENT STANDARD PLANS The following Kent Standard Plans supplement all other plans, which have been prepared for this project and are considered to be a part of the project plans. WATER 3-7 Valve Box and Operating Nut Extender STORM 5-1 Catch Basin Type 1 5-6 18" x 24" 2-Way Vaned Grate STREET 6-33 Cement Concrete Curbs 6-34 Curb and Sidewalk Joints 6-35 Expansion and Contraction Joints 6-38 Curb Ramp Locations 6-43 Commercial Cement Concrete Driveway Approach 6-55 Street Tree in Planter 6-66 Asphalt Overlay for Roadway Trench Repair 6-72 Standard Monument, Monument Case and Cover 6-74 Typical Thermoplastic Lane Markings 6-75 Thermoplastic Crosswalk Markings 6-98 Induction Loop Details 6-99 Induction Loop Installation Notes ill i Gowe 4`h to 6`"Ave Drainage/Kuehne A - 1 June 3, 2015 Project Number: 15-3004 OLYMPIC FOUNDRY VB 940 WITH TWO(2) INCH "DEEP SKIRT"COVER. THE COVER SHALL BE MARKED "WATER". 3' a 41p z in o I d I d ' I E M WATER AS NEEDEDXTENSIONd _ � d m d° Gi a 3'x3'x4"THICK CONCRETE(3,000 PSI) PAD AROUND VALVE COVER IN UNPAVED AREAS BASE SECTION: RICH 24" PLAN VALVE BOX BOTTOM, OLYMPIC NO,VBIC OR 2"SQUARE PRE-APPROVED EQUAL AND OPERATING SHALL BE COMPATIBLE NUT WITH TOP SECTION 4 ROCK GUARD, 4 1/4" DIA. 1/8" MIN.THICK 0 i w F a VALVE BOX WITH z z w OPERATING NUT EXTENDER J a 3/4"SOLID STEEL ROD. '.. f NOTES: 1. EXTENSIONS SHALL BE A MINIMUM OF ONE(1) FOOT LONG. 2. EXTENSIONS SHALL BE SIZED AS OPERATING NUT EXTENDER NEEDED,AND PAINTED WITH TWO(2) NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT COATS OF METAL PAINT, OSEP AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE 5 `Z ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT 3. EARS, LUGS OR STAINLESS CAP ' of WASH/,I. `q, THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. SCREWS COVER SHALL BE ALIGNED �P� 1 co O CITY OF KENT WITH DIRECTION OF WATER FLOW. �+ m � z �) ENGINEERING DEPARTMENT ~ y � /'�. VALVE BOX AND 4. FOR ADDITIONAL REQUIREMENTS AND `�` � � KENT USE SEE WSDOT STD. SPECIFICATIONS A� ?F 21493 0� �� we.nieo.o• OPERATING NUT EXTENDER SECTION 3.19 O,c. SISTER `\F. DESIGNED DMW SCALE NONE STANDARD PLAN 5. VALVE BOX SHALL BE CENTERED OVER oNAL EN DRAWN Ba 2"SQUARE OPERATING NUT. CMEOKED DATE 3-7 APPROVED SepTemner 2009 NOTES: 1. CATCH BASIN TO BE CONSTRUCTED IN ACCORDANCE WITH AASHTO M 199, '.. (ASTM C 478,&ASTM C 890)UNLESS OTHERWISE SHOWN ON PLANS OR NOTED IN THE WSDOT STANDARD SPECIFICATIONS. 2. AS AN ACCEPTABLE ALTERNATE TO REBAR,WELDED WIRE FABRIC HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. FRAME AND GRATE WELDED WIRE FABRIC SHALL COMPLY TO AASHTO M 221 (ASTM A 497). SEE STANDARD PLANS 5-4 THRU 5-8 AND 5-12 WIRE FABRIC SHALL NOT BE PLACED IN THE KNOCKOUTS. 3. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS. THE KNOCKOUT DIAMETER SHALL NOT EXCEED 20". KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM. PROVIDE A 1.5" MINIMUM GAP .LtE 20 BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE. 4. ALL JOINTS IN THE BRICKS,GRADE RINGS, RISERS AND CASTINGS SHALL S• BE SEATED IN MORTAR. PICK HOLES,CRACKS AND ANY OTHER JOINTS SHALL BE FINISH GROUTED TO PROVIDE A WATERTIGHT STRUCTURE. �6" 5. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO THE LOWEST OR�2„ PIPE INVERT SHALL BE 5'. ONE#3 BAR HOOP FOR 6"HEIGHT TWO#3 BAR HOOPS FOR 12"HEIGHT RECTANGULAR ADJUSTMENT SECTION (WEIGHT-200 LBS.-6") (WEIGHT-580 LBS. - 12") PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE V'�Ql DIAMETER i 3" 44„ REINFORCED OR 12" PLAIN CONCRETE #3 BAR EACH CORNER JN2 ALL METAL PIPE #3 BAR SOLID WALL PVC EACH SIDE (WSDOT STD.SPEC. 9-05.12(1)) 15" #3 BAR EACH WAY 4" PRECAST BASE SECTION I�I (WEIGHT-2170 LBS.) NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT SSEP AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE S I ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT �� op WAS'q THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. c� �,A CITY OF KENT o y Z ENGINEERING DEPARTMENT O KENT CATCH BASIN TYPE I A 21493 O w..x ...o• �OF. FG1 TEa6 �� DESIGNED OWH � aNAL ECG\ DRAWN BB SCA E NONE S ANOARO PLAN CHECKED DATE C APPROVED wcixmt J September 2009 A DUMP NO POW AM OURET TO Sram LJ i 1 1/4" B B � 3/4° T T r,7- Tf-7- SLOT DETAIL SLOT FORMED AND RECESSED FOR 5/8"-11 NC x 2"S.S.SOCKET HEAD (ALLEN HEAD)CAP SCREW. A 1 5/8" 17 3/4" �1 5/8" 1/2"HEX SOCKET INSET IT li HEX SECTION A-A 2 1/4" 15/16" 23 3/4" 1 /8 N 3 1/2" R SECTION 8-8 5/16"R. NOTES: 5/8"41 UNC-2A STAINLESS STEEL 1. PROVIDE FRAME SHOWN STANDARD PLAN 5-4. SECURING BOLT 2. FOR THRU CURB INLETS AT LOW POINTS,USE 2-WAY VANED GRATE. 3. GRATE SHALL BE STAMPED"DUMP NO POLLUTANTS", "OUTLET TO STREAM". NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT OSEP AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE 4. ALL LETTERING SHOWN SHALL BE 1/2" 5 1Z ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT AND SHALL BE RECESSED. �'� of WASy A, THE CITY OF KENT.A COPY MAY BE 08TAINED UPON REQUEST. 5, DUCTILE IRON ASTM GRADE O r?� ` co O CITY KENT 80-55-06 H-20 RATED. ,� Z ENGINEERING DEPARTMENT 6. GRATE SHALL BE LOCKING. V KENT 18 X 24 .off �F 214 E� ��- W. HIXGTo„ 2—WAY VANED GRATE 7. PROVIDE 2-5/8"DIAMETER STAINLESS OF ASTER \�c. S G\ DESIGNED DWH scaE NONE STANDARD PWJ STEEL ALLEN TYPE BOLTS COUNTER F'�ONAL EN� oRawN ee SUNK FLUSH WITH COVER, CHECKED DATE 5-6 APPROVED wpu¢a Sry temheT 7009 12" 6" 5 1/2" 9" 10" _ 2 1/2" 5" 2 1/2' w z 1 R u P ti 1/2"R A d w 0 44 a w COMBINED CURB AND GUTTER CONCRETE EXTRUDED CURB EXPANSION JOINT 1 10" 2" 31/2" 1%MIN• r--►1 2%MAX. NOTES: 1%M 2%MAX.N. - °a - 1. CONCRETE CLASS 3000 IS REQUIRED. � .. a° m -_ •°`ode ':'s. 0 2. ROLLED CURB MAY ONLY BE USED WITHIN A 9 a° CUL-DE-SAC. 5"SIDEWALK 3. IN ROADWAY SECTIONS WITH SUPER ELEVATION, THE GUTTER PAN WILL MATCH THE ADJACENT f12° d PAVEMENT SLOPE. 0 1 4. DESIGN SIDEWALK CROSS GRADE SHALL BE 1.5%. ROLLED CURB COMBINED CEMENT CONCRETE CURB AND GUTTER NOTE: k - - FACE OF CURB SHALL NOT EXTEND rq'DF/T BEYOND THE FACE OF GUARDRAIL TOWARD THE TRAFFIC LANE 81, S=p„ 1w TROW hgNO VARIES �.� 1 ' CON C",-� PJ 0" \���\� \ /� //\\\ CEMENT CONCRETE �F 0N�I�F�GF PAVEMENT ROLLED CURB R�FCURB EXTRUDED CONCRETE TRANSITION CURB UNDER GUARDRAIL z� S OSEp17 NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT WASy�N AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT yP i THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. y CITY OF KENT ENGINEERING DEPARTMENT 1pFGJST�R``° F�"� � CEMENT CONCRETE KENT F ONAL LNG\� .. ....T . CURBS DESIGNED DWH STANDARD PLAN DRAWN 08 SCALE NONE CHECKED DATE 6-ZJJ Z APPROVED wGxDA Septemhe!1-009 i 1/4""V"GROOVE 3/8"EXPANSION JOINT 3/8"EXPANSION JOINT CB DUMMY JOINT ii 4° E 'o ?o 0 1"'V'GROOVE SECTION B-B DUMMY JOINT 1/4" "V"GROOVE DUMMY]OINT 3/8" EXPANSION]DINT �i CB 3/8" EXPANSION JOINT 1"'V'GROOVE DUMMY JOINT B B VERTICAL CURB&SIDEWALK NOTES: 1. AN EXPANSION JOINT CONSISTING OF 3/8"x FULL DEPTH OF PREMOLDED S. AS ALTERNATIVE TO EXPANSION JOINTS AROUND JOINT MATERIAL SHALL BE PLACED AROUND FIRE HYDRANTS; POLES,POSTS, STRUCTURES, REINFORCING BARS MAY BE EMBEDDED IN AND UTILITY CASTINGS AND ALONG WALLS OR STRUCTURES IN PAVED CONCRETE ON FOUR SIDES OF STRUCTURES. AREAS.JOINT MATERIAL SHALL CONFORM TO THE REQUIREMENTS OF AASHTO M33(ASTM D994). 6. INTERFACE BETWEEN CURB AND ADJACENT SIDEWALK ON INTEGRAL POUR CONSTRUCTION SHALL BE FORMED WITH 2.AN EXPANSION JOINT CONSISTING OF 3/8"OR 1/4"x FULL DEPTH OF 1/4"RADIUS EDGING TOOL, ON SEPARATE POUR PREMOLDED JOINT MATERIAL SHALL BE PLACED IN CURBS AND SIDEWALKS CONSTRUCTION AN EXPANSION JOINT CONSISTING OF 3/8" AT A MINIMUM OF 15 FOOT INTERVALS AND AT SIDES OF DRAINAGE INLETS. OR 1/4"x FULL DEPTH OF PREMOLDED JOINT MATERIAL WHEN CURBS AND/OR SIDEWALKS ARE PLACED BY SLIP-FORMING,A SHALL BE PLACED BETWEEN THE CURB OR THICKENED EDGE PREMOLDED STRIP UP TO 1/2"THICK AND UP TO FULL DEPTH MAY BE USED. AND THE ADJACENT SIDEWALK. 3, EXPANSION JOINTS IN SIDEWALK 7. A 1"EDGED GROOVE MAY REPLACE THE 3/8" EXPANSION SHALL BE LOCATED SO AS TO MATCH JOINT AT INTERFACE BETWEEN CURB AND ADJACENT THE JOINTS IN THE CURB WHETHER SIDEWALK FOR SEPARATE POUR CONSTRUCTION. SIDEWALK IS ADJACENT TO CURB OR SEPARATED BY PLANTING STRIP. SOSEP NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT pF WAsly q AN ELECTRONIC DUPLICATE,THE ORIGINAL,SIGNED BY THE 4. CONTRACTION JOINTS CONSISTING OF ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT 1/4"V-GROOVES SHALL BE MADE IN Q O ti SN o O SIDEWALK AT FIVE FOOT INTERVALS, �' THE CITY OF KENT,A COPY MAY BE OBTAINED UPON REQUEST. INTERMEDIATE TO THE EXPANSION r� J "'3 CITY OF KENT JOINTS. ri ENGINEERING DEPARTMENT ; 40 A0, RFGISTER�214 3 � ��e V]SENT CURB AND SIDEWALK JOINTS F INAL EN�� ., XIN DESIGNED DWH SCALE NONE STANDARD PiAN DRAWN BB CHECKED DATE 6-34 APPROVED Septemhur%009 15'MAX. 5' 5' 5' BROOMED FINISH EXPANSION JOINT FAA</r A q yTF EXPANSION JOINT CONTRACTION JOINT(TYP.) EXPANSION SRFQ?A k (TYP.)SEE DETAIL"A" SEE DETAIL"B" JOINT O� CURB& GUTTER 15' I i 4 4, 2 • 3/8'x FULL DEPTH 2 CONTRACFIO JOINT, T O.C. EXPANSION JOINT, (SEE NOTE�) 15'O.C. (MATERIAL SEE NOTE Ol ) DETAIL"A" DETAIL"B" EXPANSION JOINT CONCTRACTION JOINT 1°/a(MIN.) 4"CONCRETE PER WSDOT Za/�(MAX) STD.SPECIFICATION 8-14 3/8"x FULL DEPTH EXPANSION MATERIAL(SEE NOTE Ol ) SIDEWALK 2"CRUSHED SURFACING TOP COURSEVEWAY-� 3/8"x FULL DEPTH EXPANSION MATERIAL(SEE NOTE Ol ) =�- CURB,GUTTER&SIDEWALK r 1 CROSS SECTION 4" MIN. 6"CEMENT CONCRETE DRIVEWAY APRON AND 2 NOTES: GUTTER FOR RESIDENTIAL DRIVEWAYS. 1. EXPANSION JOINT MATERIAL TO BE 3/8"x FULL DEPTH AND SHALL BE PLACED AT 15' 8" REINFORCED CEMENT CONCRETE APRON AND O.C.SPACING, ELASTOMETRIC JOINT MATERIAL SHALL BE IN CONFORMANCE WITH GUTTER FOR COMMERCIAL DRIVEWAYS. WSDOT STD.SPECIFICATION SECTION 9-04.1 (4) AN ALTERNATE OF PLASTIC BOND BREAKER MATERIAL WILL BE ALLOWED. DRIVEWAY CROSS SECTION 2. CONTRACTION JOINT SHALL BE 1/4" WIDE BY 2" DEEP AT S'SPACING. 3. EXPANSION JOINTS SHALL BE INSTALLED aSEPz> IN CURB&GUTTER AND SIDEWALK AT S f I NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT P.C.&P.T.AT ALL CURB RETURNS AND ��" pF WAs&,ry �� AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ALL ANGLE POINTS, c+ rd ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT �' x �. 0 THE CITY OF KENT.A COPY MAY BE 08TAINED UPON REQUEST. 4. FORM&SUB-GRADEINSPECTION H y CITY OF KENT REQUIREDDBEFORE POURING CONCRETE. ENGINEERING DEPARTMENT 40 5. EXPANSION JOINTS IN SIDEWALKS AND A�0, PFG Te (��� V KENT AND CURBS SHALL 8E ALIGNED WITH EACH F G\� W...i..T.. CONTRACTION JOINTS OTHER AND NOT OFFSET. �ONAL E� DESIGNED DWH STANDARD PLAN DRAWN BB SCALE NONE 6. DESIGN SIDEWALK CROSS GRADE SHALL _ ED CHECK DATE 6-35 BE 1.5%. APPROVED wcaum L,, September 2009 i RAMPS u, CROSSWALKS VARIES ACCEPTABLE RAMP LOCATIONS FOR RETROFIT OR ALTERATION NON ARTERIAL RAMP LOCATIONS ARTERIAL RAMP LOCATIONS FOR NEW CONSTRUCTION OR STANDARD RECONSTRUCTION VARIES NOTES: 1. CATCH BASIN AND INLETS SHALL BE OUTSIDE THE CURB RAM (32 W. MIN. CLEARANCE FROM RAMP). 2.CARE SHALL BE TAKEN TO KEEP THE RAMP FROM CONFLICTING WITH HYDRANTS,POLES,INLETS,AND OTHER UTILITIES. 3.CONSTRUCT RAMP IN ACCORDANCE WITH WSDOT 40.10-01 THRU 42.10-00. 4.CROSSWALKS ARE NOT ALWAYS MARKED. 5. WHEN RAMPS ARE CONSTRUCTED ON THE SIDE OF STREET, RAMPS SHALL BE ALIGNED WITH COMPANION CROSSINGS ON t, OPPOSITE SIDE OF STREET. S�SEA17 NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT WASy�ry '��p AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT �P i THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. y CITY OF KENT � 4 ENGINEERING DEPARTMENT -00 21493 es G/STER \�F, KENT CURB RAMP LOCATIONS S'VONAL ENG DESIGNED DWH SCALE NONE STANDARD PI DRAWN 8B CHECKED DATE 6-38 APPROVED wcrxm< September20U9 M aNyoRrF 2S[pP� �pM�o SpP1�'S* * J [IMIrSFp , Rg„T F * SPF['IFjFp�F� Y`pkORT VFW I pRSpF,q[�Rfa q s P�NSl00 M AYWjRFegR STRFyy qk R p SlpFwq[K ��[ry�R9TSS 0Ty W�RFS IFS . MAST R 08 4N� R[fMJTSFORg„TyfC (pJSF N�pl� �FyIC S q 0���GN kpR�F�'Ay TFOT �ry?) 4'ADrps *DIMENSIONS PER ROADWAY CLASSIFICATIONS ��RFggR VARIES* ( VARIES* 4"CLEAR TYPICAL 1/2"TYP. 2-#4 BARS SEE STANDARD PLAN 6-48 FOR 1%MIN. TRANSIT ION DRIVEWAY SLOPES 2%MAX. �8— (VARIES) 6"J -6" 1"CLEAR(TYP.) 1' CRUSHED SURFACING TOP COURSE EXPANSION JOINT WITH 3/8" (4"MIN. DEPTH) EXPANSION MATERIAL #4 BARS AT 12"EACH WAY SECTION A-A NOTES: O EXPANSION JOINTS SHALL BE PLACED 4. DESIGN SIDEWALK CROSS GRADE SHALL BE 1.5%. AT 15' MAXIMUM SPACING. ELASTOMERIC JOINT MATERIAL SHALL SO. DRIVEWAYS SHALL BE PAVED FROM THE BACK OF THE BE IN CONFORMANCE TO WSDOT SIDEWALK TO THE GARAGE OR 40'BEHIND THE STANDARD SPECIFICATIONS.SECTION RIGHT-OF-WAY LINE,WHICHEVER IS LESS. 9-04.1 (4) 2. SEE STANDARD PLAN 6-48 FOR SOS EP,q NOTE:THIS PLAN IS NOT LEGAL ENGINEERING DOCUMENT BUT DRIVEWAY SLOPES, �'�, aF WAS y�N AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE 3. THE DRIVEWAY APPROACH WIDTH, ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT O ti o O AND DRIVEWAY WIDTH ARE THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. � rn z � DETERMINED BYDESIGN VEHICLE CITY KENT TURNING MANUEVERUEVERS. SEE SECTION �' CtJ ENGINEERING DEPARTMENT 6.6.Q. A 21493 �FOrsTER �`� KENT COMMERCIAL CEMENT CONCRETE eS�ONAL �N�\� w"'"'Y•TCP DRIVEWAY APPROACH DESIGNED DWH SCALE ONE STANDARD PLAN DRAWN BB CHECKED DATE - _A Z APPROVED w6 YJ September 2009 i ROOT GUARD; "DEEP ROOT" ROOT GUARD; "DEEP 5' MIN. "BIO-BARRIER"OR 5'MIN. ROOT" EQUIVALENT MIN. 10'L x 2'D "BIO-BARRIER"OR 6" CURB CENTER LENGTH ON TREE. ROOT BARRIER EQUIVALENT MIN. 101 E R/W LINE x 2'D CENTER LENGTH - - ROOT BARRIER A J ° A ON TREE. R/W LINE 8 B TRUNK z D TRUNK a 3 TREE TIE OR METAL BAND LAG BOLT W/ 3' WASHER ROOTBALL WATERING TUBE 3' TREE STAKE AND GUY WIRE TO FACE OF CURB ROOTBALL TO FACE OF CURB PARALLEL TO WALK AND CURB 2 X 4 BRACE CONCRETE FRAME TREE WELL PLANTER STRIP 1.5"TO 2.5"CALIPER STREET TREE 2-APPROVED CONCRETE FRAME AROUND ALL COMMERCIAL TREE TIES STREET TREES WITH TREE GRATES 2-2"x2"x12'STAKES SET TYPICAL 4"IRRIGATION RISER AT RIGHT ANGLE AND PLACEMENT OR WATERING TUBES. n 17 PULLED UPRIGHT 8Y TWO PER TREE REQUIRED I ROOT I I I APPROVED TREE TIES. BARRIER 3"LAYER OF BARK (TYP.) II I MULCH. 3"LAYER OF 2X4 ROOT BALL BARK MULCH BRACE z_ TYPICAL IRRIGATION 2: I I RISER PLACEMENT OR , _ WATERING TUBES.TWO a' PER TREE REQUIRED ROOT FINISHED GRADEi _ I ROOT BALL (e I _I BARRIER ROOT GUARD; SIDEWALK (TYP') BIO-BARRIER", "DEEP ROOT"OR EQUIVALENT CURB AND III ° I e —III TREE PIT SIZE,PLANTING MIXTURE GUTTER._,a AND ROOT BARRIERS. —III o l l l � I l o III—I I i— SECTION A-A �- TREE PIT SIZE, NOTES: —II 11 PLANTING MIXTURE 1=1 I —1 F AND ROOT BARRIERS. 1, SEE STANDARD PLAN 6-36 FOR DOWNTOWN SIDEWALKS. III—III -II,�IIII- 2. IF TREE IS LOCATED BEHIND THE SIDEWALK,A ROOT BARRIER SHALL BE INSTALLED AT THE EDGE OF THE SIDEWALK. SECTION B-B 3. IN TREE WELLS,THE ROOT BARRIER SHOULD BE PLACED ALL AROUND THE NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT TREE PIT AND STAPLED TOGETHER. SOSEP AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE , ,� OF WASy/ �.q ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT 4. FOR BURLAP GROWN TREES THE BURLAP �, F. ` Fp THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. SHALL BE REMOVED AT PLANTING TO A O tiQ IC.e z p� CITY OF KENT DEPTH OF AT LEAST THE ROOT BALL. ' " ` ENGINEERING DEPARTMENT _ S. FOR CONTAINER GROWN TREES ALL �i ROOT BOUND ROOTS SHALL BE CUT AND 'O�, RF214 3R�o � KENT STREET TREE IN PLANTER SEPARATED. of \ ° F ONAL �NG\\ DESIGNED DM S NONE STANDARD PLAN 6. NO PRUNING OF THE TREES AT IV f1 DRAWN e6 PLANTING. CHECKED DATE - 6-55 APPROVED wa'xaA Sep[enlheL 2009 100'MIN. (70'MIN.) 100'MIN. (70'MIN.) so, 50' 50'(3F MIN.) 50'(35' MIN J (35' MIN. A (35' MIN.) CURB J — J 1 I TRENCH CURB ASPHALT OVERLAY ASPHALT A FULL LANE WIDTH (TYP.) OVERLAY TRENCH EDGE OF PAVEMENT LANE LINES 100' MIN. (70'MIN.) 50' CURB � 2'MIN. I 2'MIN. TRENCH ASPHALT OVERLAY CURB EDGE OF PAVEMENT FULL LANE WIDTH(TYP.) PLAN VIEW o w THOROUGHLY TACK o w w 2"GRIND AND OVERLAY f o a ALL EDGES FULL LANE WIDTH(TYP.) o > u' a SEE STANDARD PLAN "' a 6-64 OR 6-65 NOTES: I I 1. THIS STANDARD APPLIES TO ALL CUTS TO ARTERIAL STREETS. SECTION A-A TRENCH SEE STANDARD SEE SECTION 6.16. DIMENSIONS IN PARENTHESIS APPLIES TO PLAN 6-65 OR 6-68 ALL OTHER STREETS. 2. OVERLAY AREA MAY BE MODIFIED BY THE ENGINEER ON OLDER PAVEMENT DEPENDING ON CONDITIONS OR SCHEDULED CONSTRUCTION/MAINTENANCE. OSEpt� S 1I NOTE; THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT 3. ADJUST ALL UTILITY CASTING TO FINISH �'� of INN AN ELECTRONIC DUPLICATE,THE ORIGINAL,SIGNED BY THE GRADE AND RESTORE CHANNELIZATION �. �0 ti c W ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT AND LOOP DETECTORS. O yP SN z 0 THE CITY OF KENT,A COPY MAY BE OBTAINED UPON REQUEST. 4. TON HE OVERLAY CIPAL ANDLENGTH MAY BE MODIFIED y CITY NG KENT THE OVERLAY LENGTH MAV 8E MODIFIED � � ENGINEERING DEPARTMENT I To 150'(MIN.) A�OF RF TER�21 3o �F� f=� ASPHALT OVERLAY FOR F G\� KENT ROADWAY TRENCH REPAIR 5. UTILITY PATCHES WITHIN 75'OF EACH ` ANAL EN OTHER SHALL BE TREATED AND REPAIRED DESIGNED P AS ONE PATCH. DRAWN ee SCALE NONE STANDARD PLAN CHECKED DATE C—C C APPROVED daxmt V VV September 2009 2" BRASS DDISC 6" �I PLAN OF COVER i i FINISHED GRADE (PAVEMENT) 10 1/2"DIA. N (BOTH SIDES) e `v M 9 1/4" DIA.COVER —►j � 3/8" 1 1/2" Ilt M �1 N �� 1/2" MONUMENT DETAIL a 3/4" 8 DIA. �1" MIN. OR 6" MAX. 'd N G .. a'G e CONCRETE CLASS 3000 BASE a 10" R. 6" I NOTES: MONUMENT 1. MONUMENT, MONUMENT CASE AND SECTION COVER-OLYMPIC FOUNDRY ASCOT 8"x 9",PART NO, 1015 OR PRE-APPORVED EQUAL. 2. MONUMENT POST- FOG-TITE MONUMENT POST,OR PRE-APPROVED EQUAL. SOSEPj�r NOTE: THIS PLAN IS NOT LEGAL ENGINEERING DOCUMENT BUT ,, � WAS AN ELECTRONIC DUPLICATE,THE ORIGINAL,SIGNED BY THE 3. THE CASTINGS SHALL BE GRAY-IRON "S' F,of N�4'c W ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT CASTINGS,ASTM DESIGNATION A-48, v �O o CLASS 40.THE COVER AND SEAT SHALL O� THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. -+ y z BE MACHINED HAVE PERFECT H r �-3 CITY KENT CONTACT AROUND THE THEE ENTIRE ENGINEERINGNG DEPARTMENT CIRCUMFERENCE AND FULL WIDTH OF 10 21493 BEARING SURFACE. _Oo �F01sTEi6O F�"� KENT STANDARD MONUMENT, MONUMENT CASE AND COVER 4. WHEN THE MONUMENT,MONUMENT CASE FINAL AND COVER ARE PLACED IN CEMENT DESIGNED DWH SCALE NONE STANDARD PLAN DRAWN BB CONCRETE PAVEMENT THE CONCRETE CHECKED DATE — 6-72 BASE WILL NOT BE NECESSARY. APPROVED FNgNE°` September 2009 i 9' 36' 42' : TRAFFIC DIRECTION 1� ❑ ❑ ❑ o ❑ o ❑ o ❑ o VARIES (300'MAX.) 4"GAP TWO WAY LEFT TURN LANE o ❑ ❑ o ❑ o ❑ ❑ TRAFFIC DIRECTION 4"YELLOW PLASTIC LINE TYPE 2YY RPM TWO WAY LEFT TURN LINES TRAFFIC DIRECTION TRAFFIC DIRECTION 21' 1 21' 1 6 ❑ oJ.0 1F �8"WHITE PLASTIC LINE No ❑ o � � 8CI TYPE 2YY RPM 4"GAP 4" TYPE 2W RPM YELLOW PLASTIC LINE TRAFFIC DIRECTION TR FFIC DIRECTION _r DOUBLE YELLOW CENTER LINE WIDE LINE TRAFFIC DIRECTION 12' 30' TRAFFIC DIRECTION7 1 ❑ ❑ o 12' 30' Imo— TYPE 2Y RPM �—�— 4"YELLOW PLASTIC LINE ❑ `7 TRAFFIC DIRECTION TYPE 2W RPM 4"WHITE PLASTIC LINE SKIP CENTER LINE TRAFFIC DIRECTION LANE LINE 6 B 1' toa� ao TYPE 2W RPM 8"WHITE PLASTIC LINE DOTTED WIDE LINE 4"WHITE OR YELLOW PLASTIC LINE EDGE LINE TRAFFIC DIRECTION 21'(TYP) 18"YELLOW PLASTIC BARRIER LINE ❑ ❑ o ❑ I ❑ ❑ ❑ ❑ T 91 18"-TYPE 2Y RPM'S EQUALLY SPACED 1. �(()SEP�F TRAFFIC DIRECTION eo �� of WASy,,y, �9 BARRIER LINE v� ` co O CITY KENT 8"WHITE PLASTIC LINE �' w � Z � ENGINEERING NO DEPARTMENT TYPE 2W RPM V KE]Vt TYPICAL THERMOPLASTIC DROP LANE LINE -a P 21493 W......... LANE MARKINGS �o FG/STERN (41 DESIGNED FS oAI^� NONE SrANDAftD PLVJ vJ/ 1VYi ` DN S PgW PS SCALE CHECKED DATE 02-2003 6-74 APPROVED cnv RWINFDV September 2009 < o WHITE THERMOPLASTIC EQUALLYo CROSSWALK BAR EQUALLY 24" 4 0 n F., 0 8 4(TYP) 1 E�D l'STOP BAR TIRE TRACKS(TYP.) TYPICAL 4 LANE ROADWAY CONFIGURATION NOTES: 1. FOR ROADWAYS WITH MORE OR LESS LANES,THE SAME CONFIGURATION APPLIES, CENTER THERMOPLASTIC BARS ON THE LANE LINES,AND IN THE CENTER OF THE TRAVELED PORTION OF THE LANE TO MINIMIZE TIRE WEAR ON THE THERMOPLASTIC. 2. THE CENTERLINE OF THE CROSSWALK SHALL GO FROM THE CENTERLINE OF THE CURB RAMP ON ONE SIDE OF THE STREET TO THE CENTERLINE OF THE CURB RAMP ON THE OTHER SIDE OF THE STREET UNLESS OTHERWISE SHOWN ON THE PLANS. 3. GLASS BEADS(PER WSDOT STANDARD SPECS.SECTION 9-34)SHALL BE ADDED TO ALL THERMOPLASTIC CROSSWALKS AND STOP BARS. SOSEP NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT '11A AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT 0 THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT ENGINEERING DEPARTMENT -0 0 214 THERMOPLASTIC CROSSWALK �" KENT SS�ONA ... MARKINGS DESIGNED DWH STANDARD PLAN DRAWN NONE ,CHECKED- DAM APPROVED SejpLembet 2009 f STOP BAR WEARING COURSE(TYPICAL FOR SECTIONS A, B&C) CENTER OF LANE A v p fi. xt LOOP SERIES #12 TWISTED PAIR NUMBER A 3 TWISTS/FOOT n 0 B TO ADDITIONAL LOOPS B 2C(S)TO CON ROLLER WHERE APPLICABLE 0.25"MINIMUM WIDTH SAWCUT C W SECTION A-A o A o *AF *AS i" A LOOP SPLICE LOOP SERIES w (TYPICAL) NUMBER M B a o }tl S o *BF A:. ;t F B � TO ADDITIONAL B C *BS LOOPS WHERE APPLICABLE C 0.50"MINIMUM WIDTH SAWCUT JUNCTION BOX SECTION B-B S=STARTI. F=FINISH *=LOOP NUMBER r-} CONDUIT STUBOUT,SEE STANDARD x, PLAN ST-93 �.. STOP BAR LOOP WINDING DETAIL 0.50"MINIMUM WIDTH SAWCUT SECTION C-C TO ADDITIONAL LOOPS JUNCTION BOX (ASSUMING TWO LANES OF LOOPS) WHERE APPLICACLE *F CENTER OF LANE SCOTCH 06147 ELECTRICAL B C *S MOISTURE SEALANT TAPE S 2C(S) A I A S=START SIDE VIEW END VIEW #12 TWISTED PAIR F=FINISH 3 TWISTS/FOOT *=LOOP NUMBER NOTE: CUT SOLDERLESS,CRIMPED, DRAIN WIRE TO CONTROLLER NON-INSULATED BUTT SPLICE SINGLE LOOP WINDING DETAIL �> LOOP SPLICE DETAIL So,pp Z NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT NOTES: �� of WAsy�N '�.q AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT O tiP 1e1 o O THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST, 1, SEE KENT STANDARD PLAN 6-99 FOR � z K) INDUCTIONCONDUIT LOOP I DETAISTALL TIO ,� r H CITY NG KENT INDUCTION LOOP INSTALLATION [� � �]' ENGINEERING DEPARTMENT NOTES. A 21493 SIS < �KhNT �FTER�� F`�� r INDUCTION LOOP 2. SEE KENT STANDARD PLAN 6.100 FOR DETAILS INDUCTION LOOP PLACEMENT DETAIL. ONA DESIGNED DWH SCALE NONE STANDARD PLAN DRAWN BB CHECKED DATE — V C (�8 APPROVED asiuvn .7 Septembe, 2009 6" CEMENT CONCRETE CURB AND GUTTER TO JUNCTION - BOX STUBOUT SHALL EXTEND A MINIMUM OF 3/4"INTO PA VEMENT. PAVEMENT DEPTH VARIES SCHEDULE 80 PVC SECURED IN ROAD SURFACE(TYP.) CONDUIT STUBOUT DETAIL INDUCTION LOOP INSTALLATION NOTES: 1. CONDUIT USED FOR STUB-OUTS SHALL BE SCHEDULE 80 PVC CONDUIT,MINIMUM SIZE 2 INCHES. 2. ALL LOOPS SHALL BE WOUND WITH THREE TURNS OF NO. 12 AWG STRANDED COPPER WIRE, CLASS B, WITH CHEMICALLY CROSS LINKED POLYETHYLENE TYPE USE INSULATION OF CODE THICKNESS. 3. BACKER ROD WILL NOT BE USED WITH CITY OF KENT LOOP INSTALLATIONS. 4. LEAD-IN WIRES: FOUR PAIR MAXIMUM PER SAWCUT. 5, EXTEND SAWCUT SUFFICIENT LENGTH TO PROVIDE FULL SAWCUT DEPTH AROUND CORNERS. 6. LOOPS SHALL BE INSTALLED PRIOR TO FINAL LIFT IF NEW PAVEMENT IS INSTALLED. 7. ALL LOOPS SHALL HAVE IDENTIFYING LABELS ON THEIR LEADS SHOWING LOOP NUMBER AND S(START)OR F(FINISH). 8. SEE STANDARD PLAN 6-98 FOR INDUCTION LOOP DETAILS AND STANDARD PLAN 6-100 FOR INDUCTION LOOP PLACEMENT. 9. WHEN SAWING LEAD-IN SLOT IN THE ROADWAY, CONTINUE THE SAW CUT APPROXIMATELY ONE INCH BEYOND THE SEAM WITH THE CONCRETE GUTTER A DEPTH OF APPROXIMATELY ONE INCH TO PERMANENTLY MARK THE LOCATION OF THE STUBOUT. IF NO GUTTER IS PRESENT,CONTACT THE ENGINEER FOR AN ALTERNATIVE METHOD OF MARKING THE STUBOUT LOCATION. 10. ALL LOOPS AND HOME-RUN WIRING SHALL BE PLACED A MINIMUM OF 2 FEET AWAY FROM ANY AND ALL METAL CASTINGS OR VALVE BOXES EXCEPT TERMINATING HANDHOLES OR JUNCTION BOXES. SQSEPiZ NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT WA Z AN ELECTRONIC DUPLICATE,THE ORIGINAL,SIGNED BY THE CrF Sy ,q ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT mP 4a z O� THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. 3 CITY OF KENT ENGINEERING DEPARTMENT APOF �Fc sreR � �� KENT INDUCTION LOOP F` ON AL EN�\� "A..I.° INSTALLATION NOTES DESIGNED DWN SCALE NONE STANDARD PLAN DRAWN RB CHECKED DATE — C�(�(� ail APPROVED wmxun V 9 J Septe be(209 i WSDOT STANDARD PLANS F-40.15-02 Perpendicular Curb Ramp F-45.10-01 Detectable Warning Surface i Gowe 4'�to 6'^Ave DrainageMuchno A - 2 June 3, 2015 Project Number: 15-3004 f` 7 W A separate Curb Ramp for each marked or unmarked crosswalk. z I np location shall be placed within the width of the associated W LANDING I k or as shown in the Contract Plans. m TRADE BREAK" is called out, the entire length of the grade GRADE BREAK i 3 I een the two adjacent surface planes shall be flush. , SEE CONTRACT PLANS- I 4'-0"MIN. lace Gratings, Junction Boxes, Access Covers, or other appurte- i front of the Curb Ram p or CEMENT CONCRETE p or on any part of the Curb Ram SIDEWALK- SEE NOTE 5 2.0°/I MAX. . ontract Plans for the curb design specified. See Standard Plan FLARE(TYP,) for Curb, Curb and Gutter, Depressed Curb and Gutter, and I in Curb details. 318"EXPANSION I JOINT(TYP.)-SEE I ndard Plan F-30.10 for Cement Concrete Sidewalk details. STANDARD PLAN F-30.10 tract Plans for width and placement of sidewalk. GRADE BREAK ' ? ? f;; •.Ip.. item "Cement Concrete Curb Ramp Type_" does not include 10p%MAx. 10 tent Curb, Curb and Gutter, Depressed Curb and Gutter, CURB, OR CURB 'm Curb, or Sidewalk. AND GUTTER- �_ Ramp maximum running slope shall not require the ramp length SEE NOTE 4 , I d 15-feet to avoid chasing the slope indefinitely when connecting grades. When applying the 15-foot maximum length, the running FACE OF CURB I he Curb Ramp shall as flat as feasible. MEASURED PARALLEL np, Landing, and Flares shall receive broom finish. See i TO CURB(TYP.) CROSSWALK 1 Specifications 8-14. f I SLOPE IN EITHER DIRECTION f PLAN VIEW TYPE PERPENDICULAI DETECTABLE WARNING SURFACE- SEE STANDARD PLAN F-45.10 4'_0"MIN. i. SLOPE TREATMENT^ SEE CONTRACT PLAT•;: SEE STANDARD PLAN F-30.10 DEPRESSED CURB AND GUTTER- I 2.0%MAX, SEE NOTE 4 k " S r CONCRETE CURB Q ATRIC� TTER-• SEE NOTE 4 pp WA � 8� LL LANDING R4 1-0 04 rM 'AIL O A C SS°3�3'4 10O� �+� 34363 ss�ONAL ��G �w` � ug 0a�a 2PH PERPENDICULAR CURB RAMP STANDARD PLAN F-40.15-02 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Pasco Bakotich 111 6120113 MAP STATE DESIGN ENGINEER DATE I f LIMIT Washington State Department of Tronsportation t I' f A / table Warning Surface (DWS) shall extend the full width of the j B j T (exclusive of flares) or the landing. 1 table Warning Surface shall be placed at the back of curb, and j _._._. . . . _ ____. ._ ollow the radius. of truncated domes shall be aligned to be perpendicular to the Lk at the back of curb. A I I B of truncated domes shall be aligned to be parallel to the f travel. --- } - I gutter are not present, such as a shared-use path connection, able Warning Surface shall be placed at the pavement edge. sEEdard Plans for sidewalk and curb ramp details. TRUNCATED DOME SPACING COL amp is required, the location of the Detectable Warning Surface SEE NOTE 3 w❑ x TRUt the bottom of the ramp and within the required distance from K � i a mOFFSET grade break between the curb ramp and the landing is less than CURB RAMP LANDING SEE NOTE 6 ,1 5 ft. from the back Of Curb at all points, place the Detectable urface on the bottom of the curb ramp. WALKWAY � WIDTH OF CUT-THROUGH DE'TEC w � (TYP) ❑ ,,,, °' SURFAI . ❑ SEE N z BACK OF 2'-0"MIN. W LL SINGLE DIRECTION CURB RAMP m (GRADE BREAK BETWEEN CURB AND z` LANDING 5 5 FT. FROM BACK OF CURB) (SEE NOTE 6) LANDING BACK OF CURB- DIRECI SEE NOTE 2 o TRAVEI I CURB RAMP m 2'-0"MIN. WALKWAY DI Sl �� C 0@ WASy/,y e d CUT-THROUGH r�� 5�°� �` a, BAC OF CURB- SEE NOTE W SINGLE DIRECTION CURB RAMP (GRADE BREAK BETWEEN CURB AND �O 9 34363 �U LANDING>5 FT. FROM BACK OF CURB) �E+ BSI STERe 1� (SEE NOTE 6) ss�ONAL 4'�O CURB RAMP CURB RAMP §�O WALKWAY LANDING m 1 SHARED-USE - PATH OR WALKWAY DETECTABLE WARNING SURFACE SHOULDER STANDARD PLAN F-45.10-01 SHEET 1 OF 1 SHEET f DETECTABLE APPROVED FOR PUBLICATION BACK OF CURB- SURFACE(DV SEE NOTE 2 WIDTH OF Pasco Bakotich 111 06121112 LANDING Awk STATE aESIGN ENGINEER DATE PARALLEL CURB RAMP NNECTION —Washington Slola Deparlment of Transportation (SEE NOTE 6) -" f i II II Gowe 4° to 61h Ave Drainage/Kuehne A - 3 June 3, 2015 Project Number: 15-3004 i M I I OV3HV 3 o M doll Ol 038tldT8d 39 £-OZ I crcNn VL—OZM SZ SIGN LOCATION s s A (TEMPORARY MOUNT) PjZ5 N N ° PROTECTIVE VEHICLE w DISTANCE ° ROAD TYPE BETWEEN SIGNS . FLAGGER LOCATION C ° AN 200 FT 200 FT 200 FT ° e TEMPORARY TRAFFIC 25/30 MPH CONTROL DEVICE (CONES) RESIDENTIAL &BUSINESS DISTRICTS 350 FT 350 FT 350 FT 35/40 MPH PROTECTIVE VEHICLE RURAL ROADS & �7 (SHOULD CONSIDER) URBAN ARTERIALS 500 FT 500 FT 500 FTa- 45/55 MPH rc- GENERAL NOTES, '3 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCO AND CITY OF KENT SPECIFICATIONS. ° 2 PRIORITY PASSAGE THROUGH WORK AREA FOR ° 50' min EMERGENCY VEHICLES SHALL BE PROVIDED AT ALL too' max TIMES, ° 3. SPOTTER AND OR SPOTTERS SHOULD BE CONSIDERED TO WARN/DIRECT DRIVEWAY USERS. 4. PROTECTIVE VEHICLE RECOMMENDED-MAY BE A A VEHICLE. ' W20-7A 5. DEVICES E 5. SHALL NOT ENCROACH INTO ADJACENT LANES 8. All SIGNS 48'x48' 9/0 UNLESS OTHMW1SE SPECIFIED. 7. C14ANNELIZATION DEVICES ARE STANDARD O ' TRAFFIC CONE& W20-4 8. ALL SPACING MAY BE ADJUSTED TO ONE LWE ACCOMMODATE AT GRADE INTERSECTIONS AND/OR ROAD DRIVEWAYS. HEAD 9. CONTRACTOR SHALL ALERT AFFECTED c RESIDENTS AND BUSINESSES 7 DAYS IN ADVANCE OF START OF WORK. ROAD 10, CONTRACTOR SHALL ALERT METRO TRANSIT 5 N WORK BUSINESS DAYS IN ADVANCE OF WORKZONE. AHEAD E-mail: cMshcVM.coord0kingcwnly.govuj W20—i ACCORDING TO RCW 47.36.200,ANY 0 ROAD PROJECT WHERE THERE IS OR WILL 0 BE GROOVED PAVEMENT, ABRUPT LANE SE EXiftEM EDGES STEEL PLATES, AND/OR AU710 GRAV11-EARTH SURFACED ROADWAYS, SHALL DISPLAY THIS SIGN IN BOTH DIRECTIONS IN ACCORDANCE WITH THE MUTCD AND STATE AMENDMENTS. THIS 48'x48'SICK SHALL BE CAUB DISPLAYED AT A LOCATION TEEL PLATE DETERMINED BY THE MUTGD GOWE STREET AHEAD WHEN A UVE LANE HAS A DRAINAGE IMPROVEMENTS STEEL PLATE INSTALLED. KEOT FLAGGER CONTROL CITY OF KENT SCALE EXHIBIT ENGINEERING DEPARTMENT I DATE March 2015FLAG i GV3HV NaaW aaoa l-OZM zS SMOaaVN OV08 I-SM N 3 p Y 4 O Z K Q -ry moo N • 0 l O LEGEND °• • SZ SIGN LOCATION (TEMPORARY MOUNT) • TEMPORARY TRAFFIC CONTROL DEVICE (DRUMS) DISTANCE ROAD TYPE BETWEEN SIGNS g ACCORDING TO RCW 47.36.100, ANY C � ROAD PROJECT WHERE THERE IS OR WILL AN ..W: ..a. BE GROOVID PAVEMENT, ABRUPT LANE 25/30 MPH 200 FT 200 FT 200 FT i< ;a.. OSEEXTOREM EDGES, S1E14 PLATES, AND/OR GRAVEL—EARTH SURFACED ROADWAYS, o: SHALL DISPLAY THIS SIGN IN BOTH RESIDENTIAL & J 3: BUSINESS DISTRICTS 350 FT 350 FT 350 FT DIRECTIONS IN ACCORDANCE WITH THE 35/40 MPH j MUTCD AND STATE AMENDMENTS. RURAL ROADS & THIS 48'x48'SIGN SHALL BE URBAN ARTERIALS 500 FT 500 FT 500 FT !A I i, CAUTION DI9PLA%AT A LOCATION 45/55 MPH j TEEL PLA DETERMINED BY THE MUTCD GENERAL NOTES: ;;j AHEAD WHEN A LIVE LANE HAS A c STEEL PLATE INSTALLED. 1. ALL SIGNS AND SPACING SHALL CONFORM TO �= THE MUTCD AND CITY OF KENT SPECIFIC MONS. 2, PRIORITY PASSAGE THROUGH WORK AREA FUR EMERGENCY VEHICLES SHALL BE PROVIDED AT ALL TIMES, 3. SPOTTER AND OR SPOTTERS SHOULD BE CONSIDERED TO WARN/DIRECT DRIVEWAY USERS. C SHALL MAINTAIN 9 FOOT MINIMUM TRAVEL LANES W5-1 5. DEVICES SHALL NOT ENCROACH INTO ADJACENT LANES. ROAD 6, ALL SIGNS 48'x48' B/O UNLESS OTHERWISE NARROWS SPECIRED. MD 7. CHANNEUZATION DEVICES ARE STANDARD W TRAFFIC DRUMS. O ROAD B. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT GRADE INTERSECTIONS AND/OR WORK DRIVEWAYS. � AHEAD 9. CONTRACTOR SHALL ALERT AFFECTED W20-1 RESIDENTS AND BUSINESSES 7 DAYS IN ADVANCE OF START OF WORK. 10. CONTRACTOR SHALL ALERT METRO TRANSIT 5 BUSINESS DAYS IN ADVANCE OF WTRKZONE. GOWE STREET E—mail: cons5ucilon.c dOkIngccunly.gov DRAINAGE IMPROVEMENTS OT ROAD NARROWS CITY OF KENT SCALEmmmmm " ExwelT ENGINEERING DEPARTMENT GATE M. 2015 0 D ® LEGEND SIDEWALK CLOSED ® SZ SIGN LOCATION �— • (TEMPORARY MOUNT) CROSS HERE ® ■ TEMPORARY TRAFFIC R9-11A •- CONTROL DEVICE (CONES) ■ • a ■ e • GENERAL NOTES: ` 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD AND CITY OF KENT SPECIFICATIONS. 2. PRIORITY PASSAGE THROUGH WORK AREA FOR SIDEWALK EMERGENCY VEHICLES SHALL BE PROVIDED AT ALL TIMES. CLOSED 3. SPOTTER AND OR SPOTTERS SHOULD BE 39-9 CONSIDERED TO WARN/DIRECT PEDESTRIANS. Qs 4. CHANNEUZATION DEVICES ARE STANDARD `�� TRAFFIC CONES. 5. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT GRADE INTERSECTIONS AND/OR DRIVEWAYS. 6, CONTRACTOR SHALL ALERT AFFECTED RESIDENTS AND BUSINESSES 7 DAYS IN ADVANCE OF START OF WORK. 7. CONTRACTOR SHALL ALERT METRO TRANSIT 5 BUSINESS DAYS IN ADVANCE OF WORKZONE. E—mail: construction,coord@kingcounty.gov H N W O C9 GO STREET DRAINAGEE IMPROVEMENTS I NT SIDEWALK CLOSURE CITY OF KENT SCALE ry s ExHIBT ENGINEERING DEPARTMENT DATE Morcn 2015 AL I NG WAGE RATES I Gowe 4`" to 6°h Ave Drainage/Kuehne A - 4 June 3, 2015 Project Number: 15-3004 I 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: 6/1/2015 County Trade Job Classification Wa a Holiday Overtime Note: King Asbestos Abatement Workers Journey Level $42.67 5D 1H King Boilermakers Journey Level $64.29 5N 1C King Brick Mason Brick And Block Finisher $44.46 5A 1M King Brick Mason Journey Level $51.32 5A 1M King Brick Mason Pointer-Caulker-Cleaner $51.32 5A 1M ;King Building Service Employees Janitor $21.29 5S 2F King Building Service Employees Traveling Waxer/Shampooer $21.70 5S 2F King Building Service Employees Window Cleaner (Non- $24.94 5S 2F Scaffold) King Building Service Employees Window Cleaner (Scaffold) $25.80 5S 2F King Cabinet Makers (In Shop) Journey Level $22.74 1 King Carpenters Acoustical Worker $52.32 5D 4C King Carpenters Bridge, Dock And Wharf $52.32 5D 4C Carpenters King Carpenters Carpenter $52.32 5D 4C King Carpenters Carpenters on Stationary Tools $52.45 5D 4C King Carpenters Creosoted Material $52.42 5D 4C King Carpenters Floor Finisher $52.32 5D 4C King Carpenters Floor Layer $52.32 5D 4C King Carpenters Scaffold Erector $52.32 5D 4C King Cement Masons Journey Level $52.38 7A 1M King Divers 8 Tenders Diver $105.37 5D 4C 8A King Divers 8 Tenders Diver On Standby $59.50 5D 4C King Divers Et Tenders Diver Tender $54.82 5D 4C King Divers E Tenders Surface Rcv Et Rov Operator $54.82 5D 4C King Divers Ft Tenders Surface Rcv 8 Rov Operator $51.07 5A 4C Tender King Dredge Workers Assistant Engineer $54.75 5D 3F King Dredge Workers Assistant Mate (Deckhand) $54.33 5D 3F King Dredge Workers Boatmen $54.75 5D 3F hf}nc• //fnrtroca nr� nnv/Ini hn �nolnn Lnn/nr�ilAl�nolnn Lien ncnv R/� /')M �' Page 2 of 17 King Dredge Workers Engineer Welder $55.79 5D 3F King Dredge Workers Leverman, Hydraulic $56.92 5D 3F King Dredge Workers Mates $54.75 5D 3F King Dredge Workers Oiler $54.33 5D 3F King Drywall Ap)licator Journey Level $52.32 5D 1H King DrvwallTapers Journey Level $52.37 5P 1E King Electrical Fixture Maintenance Journey Level $26.59 5L 1E Workers King Electricians - Inside Cable Splicer $66.76 7C 4E King Electricians - Inside Cable Splicer (tunnel) $71.67 7C 4E King Electricians - Inside Certified Welder $64.54 7C 4E King Electricians - Inside Certified Welder (tunnel) $69.22 7C 4E King Electricians - Inside Construction Stock Person $37.19 7C 4F King Electricians - Inside Journey Level $62,30 7C 4E King Electricians - Inside Journey Level (tunnel) $66.76 7C 4E King Electricians - Motor Shop Craftsman $15.37 1 King Electricians - Motor Shop Journey Level $14.69 1 King Electricians - Powerline Cable Splicer $69.95 5A 4D Construction - - King Electricians - Powerline Certified Line Welder $63.97 5A 4D Construction King Electricians - Powerline Groundperson $43.62 5A 4D Construction King Electricians - Powerline Heavy Line Equipment $63.97 5A 4D Construction Operator King Electricians - Powerline Journey Level Lineperson $63.97 5A 4D Construction King Electricians - Powerline Line Equipment Operator $53.81 5A 4D Construction King Electricians - Powerline Pole Sprayer $63.97 5A 4D Construction King Electricians - Powerline Powderperson $47.55 5A 4D Construction - - King Electronic Technicians Journey Level $31.00 1 King Elevator Constructors Mechanic $82.67 7D 4A King Elevator Constructors Mechanic In Charge $89.40 7D 4A King Fabricated Precast Concrete All Classifications - In-Factory $15.90 5B 1 R Products Work Only King Fence Erectors Fence Erector $15.18 1 King Fla ers Journey Level $36.17 7A 31 King Glaziers Journey Level $54.91 7L 1Y King Heat Ct Frost Insulators And Journeyman $61.18 5J i5 Asbestos Workers King Heating Equipment Mechanics Journey Level $70.37 7F 1E King Hod Carriers Et Mason Tenders Journey Level $44.00 7A 31 King Industrial Power Vacuum Journey Level $9.47 1 Cleaner King Inland Boatmen Boat Operator $54.57 5B 1K Page 3 of 17 King Inland Boatmen Cook $50.951 5B 1K King Inland Boatmen Deckhand $51.19 5B 1K King Inland Boatmen Deckhand Engineer $52.18 5B 1K King Inland Boatmen Launch Operator $53.40 5B 1K King Inland Boatmen Mate $53.40 5B 1K King Inspection/Cleaning/Seating Cleaner Operator, Foamer $31.49 1 Of Sewer Et Water Systems By Operator Remote Control r King Inspection/Cleaning/Seating Grout Truck Operator $11.48 1 Of Sewer Et Water Systems By Remote Control King Inspection/Cleaning/Sealing Head Operator $24.91 1 Of Sewer &Water Systems By Remote Control King Inspection/Cleaning/Sealing Technician $19.33 1 Of Sewer Et Water Systems By Remote Control King Inspection/Cleaning/Sealing Tv Truck Operator $20.45 1 Of Sewer Ex Water Systems By Remote Control King Insulation Applicators Journey Level $52.32 5D 4C King Ironworkers Journeyman $61.62 7N 10 King Laborers Air, Gas Or Electric Vibrating $42.67 7A 31 Screed King Laborers Airtrac Drill Operator $44.00 7A 31 King Laborers Ballast Regular Machine $42.67 7A 31 King Laborers Batch Weighman $36.171 7A 31 King Laborers Brick Pavers $42.67 7A 31 King Laborers Brush Cutter $42.67 7A 31 King Laborers Brush Hog Feeder $42.67 7A 31 King Laborers Burner $42.67 7A 31 King Laborers Caisson Worker $44.00 7A 31 'King Laborers Carpenter Tender $42.67 7A 31 King Laborers Caulker $42.67 7A 31 King Laborers Cement Dumper-paving $43.46 7A 31 King Laborers Cement Finisher Tender $42.67 7A 31 King Laborers Change House Or Dry Shack $42.67 7A 31 King Laborers Chipping Gun (under 30 Lbs.) $42.67 7A 31 King Laborers Chipping Gun(30 Lbs. And $43.46 7A 31 Over) King Laborers Choker Setter $42.67 7A 31 King Laborers Chuck Tender $42.67 7A 31 King Laborers Clary Power Spreader $43.46 7A 31 King Laborers Clean-up Laborer $42.67 7A 31 King Laborers Concrete Dumper/chute $43.46 7A 31 Operator King Laborers Concrete Form Stripper $42.671 7A 31 "King Laborers Concrete Placement Crew $43.46 7A 31 Page 4 of 17 King Laborers Concrete Saw Operator/core $43.46 7A 31 Driller King Laborers Crusher Feeder $36.17 7A 31 King Laborers Curing Laborer $42.67 7A 31 King Laborers Demolition: Wrecking Et $42.67 7A 31 Moving (incl. Charred Material) King Laborers Ditch Digger $42.67 7A 31 King Laborers Diver $44.00 7A 31 King Laborers Drill Operator $43.46 7A 31 (hydraulic,diamond) King Laborers Dry Stack Walls $42.67 7A 31 King Laborers Dump Person 1 $42.67 7A 31 King Laborers Epoxy Technician $42.67 7A 31 King Laborers Erosion Control Worker $42.67 7A 31 King Laborers Falter a Bucker Chain Saw $43.46 7A 31 King Laborers Fine Graders $42.67 7A 31 King Laborers Firewatch $36.17 7A 31 King Laborers Form Setter $42.67 7A 31 King Laborers Gabian Basket Builders $42.67 7A 31 King Laborers General Laborer $42.67 7A 31 King Laborers Grade Checker @ Transit $44.00 7A 31 Person King Laborers Grinders $42.67 7A 31 King Laborers Grout Machine Tender $42.67 7A 31 King Laborers Groutmen (pressure)including $43.46 7A 31 Post Tension Beams King Laborers Guardrail Erector $42.67 7A 31 King Laborers Hazardous Waste Worker $44.00 7A 31 (level A) King Laborers Hazardous Waste Worker $43.46 7A 31 (level B) King Laborers Hazardous Waste Worker $42.67 7A 31 (level C) King Laborers High Scaler $44.00 7A 31 King Laborers Jackhammer $43.46 7A 31 King Laborers Laserbeam Operator $43.461 7A 31 King Laborers Maintenance Person $42.67 7A 31 _ King Laborers Manhole Builder-mudman $43.46 7A 31 King Laborers Material Yard Person $42.67 7A 31 King Laborers Motorman-dinky Locomotive $43.46 7A 31 King Laborers Nozzleman (concrete Pump, $43.46 7A 31 Green Cutter When Using Combination Of High Pressure Air ft Water On Concrete Et Rock, Sandblast, Gunite, Shotcrete, Water Bla King Laborers Pavement Breaker $43.46 7A 31 Page 5 of 17 King Laborers Pilot Car $36.171 7A 31 King Laborers Pipe Layer Lead $44.00 7A 31 King Laborers Pipe Layer/tailor $43.46 7A 31 King Laborers Pipe Pot Tender $43.46 7A 31 King ILaborers Pipe Redner $43.46 7A 31 King Laborers Pipe Wrapper $43.46 7A 31 King Laborers Pot Tender $42.67 7A 31 King Laborers Powderman $44.00 7A 31 King Laborers Powderman's Helper $42.67 7A 31 King Laborers Power Jacks $43.46 7A 31 King Laborers Railroad Spike Puller - Power $43.46 7A 31 King Laborers Raker - Asphalt $44.00 7A 31 King Laborers Re-timberman $44.00 7A 31 King Laborers Remote Equipment Operator $43.46 7A 31 King Laborers Rigger/signal Person $43.46 7A 31 King Laborers Rip Rap Person $42.67 7A 31 King Laborers Rivet Buster $43.46 7A 31 King Laborers Rodder $43.46 7A 31 King La-borers Scaffold Erector $42.67 7A 31 King Laborers Scale Person $42.67 7A 31 King Laborers Sloper (over 20") $43.46 7A 31 King Laborers Sloper Sprayer $42.67 7A 31 King Laborers Spreader (concrete) $43.46 7A 31 King Laborers Stake Hopper $42.67 7A 31 King Laborers Stock Piter $42.67 7A 31 King Laborers Tamper Et Similar Electric, Air $43.46 7A 31 Et Gas Operated Tools King Laborers Tamper (multiple Et Self- $43.46 7A 31 propelled) King Laborers Timber Person - Sewer $43.46 7A 31 (lagger, Shorer Et Cribber) King Laborers Toolroom Person (at Jobsite) $42.67 7A 31 King Laborers Topper $42.671 7A 31 King Laborers Track Laborer $42.67 7A 31 King Laborers Track Liner (power) $43.46 7A 31 King Laborers Traffic Control Laborer $38.68 7A 31 8R Kin Laborers Traffic Control Supervisor $38.68 7A 31 8R g P - - - King Laborers Truck Spotter $42.67 7A 31 King Laborers Tugger Operator $43.46 7A 31 King Laborers Tunnel Work-Compressed Air $64.99 7A 31 8� Worker 0-30 psi King Laborers Tunnel Work-Compressed Air $70.02 7A 31 Worker 30.01-44.00 psi King Laborers Tunnel Work-Compressed Air $73.70 7A 31 S Worker 44.01-54.00 psi King Laborers Tunnel Work-Compressed Air $79.40 7A 31 Worker 54.01.60.00 psi /....-..\AI--- ��I-. Page 6 of 17 King Laborers Tunnel Work-Compressed Air $81.52 7A I - 31 8D Worker 60.01-64.00 psi King Laborers Tunnel Work-Compressed Air $86.62 7A 31 8�C Worker 64.01-68.00 psi King Laborers Tunnel Work-Compressed Air $88.52 7A 31 8�C Worker 68.01-70.00 psi King Laborers Tunnel Work-Compressed Air $90.52 7A 31 Worker 70.01-72.00 psi King Laborers Tunnel Work-Compressed Air $92.52 7A 31 880 Worker 72.01-74.00 psi King Laborers Tunnel Work-Guage and Lock $44.10 7A 31 8D Tender King Laborers Tunnel Work-Miner $44.10 7A 31 8D King Laborers Vibrator $43.46 7A 31 King Laborers Vinyl Seamer $42.67 7A 31 King Laborers Watchman $32.87 7A 31 King Laborers Welder $43.46 7A 31 King Laborers Well Point Laborer $43.46 7A 31 King Laborers Window Washer/cleaner $32.87 7A 31 King Laborers - Underground Sewer General Laborer Ft Topman $42.67 7A 31 &Water King Laborers - Underground Sewer Pipe Layer $43.46 7A 31 Et Water _ King Landscape Construction Irrigation Or Lawn Sprinkler $13.56 1 Installers King Landscape Construction Landscape Equipment $28.17 1 Operators Or Truck Drivers King Landscape Construction Landscaping or Planting $17.87 1 Laborers King Lathers Journey Level $52.32 5D 1H King Marble Setters Journey Level $51.32 5A 1M King Metal Fabrication (In Shop) Fitter $15.86 1 King Metal Fabrication (In Shop) Laborer $9.78 1 King Metal Fabrication (In Shop) Machine Operator $13.04 1 King Metal Fabrication (In Shop) Painter $11.10 1 King Metal Fabrication (In Shop) Welder $15.48 1 King Millwright Journey Level $53.42 5D 4C King Modular Buildings Cabinet Assembly $11.56 1 King Modular Buildings Electrician $11.56 1 King Modular Buildings Equipment Maintenance $11.56 1 King Modular Buildings Plumber $11.56 1 King Modular Buildings Production Worker $9.47 1 King Modular Buildings Tool Maintenance $11.561 1 1 King Modular Buildings Utility Person $11.56 1 King IModutar Buildings Welder $11.56 1 King Painters Journey Level $37.80 6Z 2B King Pile Driver Journey Level $52.57 5D 4C King Plasterers Journey Level $50.42 ZQ 1R Page 7 of 17 i I King Playground at Park Equipment Journey Level $9.47 1 Installers King Plumbers & Pipefitters Journey Level $74.69 6Z 1G King Power Equipment Operators Asphalt Plant Operators $55.24 7A 3C 8P King Power Equipment Operators Assistant Engineer $51.97 7A 3C 8P j King Power Equipment Operators Barrier Machine (zipper) $54.75 7A 3C 8P King Power Equipment Operators Batch Plant Operator, $54.75 7A 3C 8P Concrete King Power Equipment Operators Bobcat $51.97 7A 3C SP King Power Equipment Operators Brokk - Remote Demolition $51.97 7A 3C 8P '+ Equipment !King Power Equipment Operators Brooms $51.97 7A 3C 8P 'i King Power Equipment Operators Bump Cutter $54.75 7A 3C 8P King Power Equipment Operators Cableways $55.24 7A 3C 8P King Power Equipment Operators Chipper $54.75 7A 3C 8P P King Power Equipment Operators Compressor $51.97 7A 3C 8P "King Power Equipment Operators Concrete Pump: Truck Mount $55.24 7A 3C 8P With Boom Attachment Over 42 M King Power Equipment Operators Concrete Finish Machine -laser $51.97 7A 3C 8P Screed King Power Equipment Operators Concrete Pump - Mounted Or $54.33 7A 3C 8P Trailer High Pressure Line Pump, Pump High Pressure, King Power Equipment Operators Concrete Pump: Truck Mount $54.75 7A 3C 8P With Boom Attachment Up To 42 m King Power Equipment Operators Conveyors $54.33 7A 3C 8P i King Power Equipment Operators Cranes: 20 Tons Through 44 $54.75 7A 3C 8P Tons With Attachments King Power Equipment Operators Cranes: 100 Tons Through 199 $55.79 7A 3C 8P Tons, Or 150' Of Boom (Including Jib With Attachments) King Power Equipment Operators Cranes: 200 Tons To 300 Tons, $56.36 7A 3C 8P Or 250' Of Boom (including Jib With Attachments) King Power Equipment Operators Cranes: 45 Tons Through 99 $55.24 7A 3C 8P Tons, Under 150' Of Boom (including Jib With Attachments) King Power Equipment Operators Cranes: A-frame - 10 Tons And $51.97 7A 3C 8P Under King Power Equipment Operators Cranes: Friction 100 Tons $56.36 7A 3C 2P Through 199 Tons King Power Equipment Operators Cranes: Friction Over 200 Tons $56.92 7A 3C 8P King Power Equipment Operators Cranes: Over 300 Tons Or 300' $56.92 7A 3C 8P Of Boom (including Jib With Attachments) King Power Equipment Operators $54.33 7A 3C 8P Hffr�n• //F..ri-.-..r-.- ,.,-� .....,��..;�,..�...-.�....�....��....,1Ar�r.r.r....�a r. �r,nv G/Y 1)n1 C Page 8 of 17 Cranes: Through 19 Tons With Attachments A-frame Over 10 Tons King Power Equipment Operators Crusher $54.75 7A 3C 8P King Power Equipment Operators Deck Engineer/deck Winches $54.75 7A 3C 8P (power) King Power Equipment Operators Derricks, On Building Work $55.24 7A 3C 8P King Power Equipment Operators Dozers D-9 & Under $54.33 7A 3C 8P King Power Equipment Operators Drill Oilers; Auger Type, Truck $54.33 7A 3C 8P Or Crane Mount King Power Equipment Operators Drilling Machine $54.75 7A 3C 8P King Power Equipment Operators Elevator And Man-lift; $51.97 7A 3C 8P Permanent And Shaft Type King Power Equipment Operators Finishing Machine, Bidwell $54.75 7A 3C 8P And Gamaco Et Similar Equipment King Power Equipment Operators Forklift: 3000 Lbs And Over $54.33 7A 3C 8P With Attachments King Power Equipment Operators Forklifts: Under 3000 Lbs. $51.97 7A 3C 8P With Attachments i King Power Equi ment Operators Grade Engineer: Using Blue $54.75 7A 3C 8P Prints, Cut Sheets, Etc King Power Equipment Operators Gradechecker/stakeman $51.97 7A 3C 8P King Power Equipment Operators Guardrail Punch $54.75 7A 3C 8P King Power Equipment Operators Hard Tail End Dump $55.24 7A 3C 8P Articulating Off- Road Equipment 45 Yards. Et Over King Power Equipment Operators Hard Tail End Dump $54.75 7A 3C 8P Articulating Off-road Equipment Under 45 Yards King Power Equipment Operators Horizontal/directional Drill $54.33 7A 3C 8P Locator King Power Equipment Operators Horizontal/directional Drill $54.75 7A 3C 8P Operator King Power Equipment Operators Hydralifts/boom Trucks Over $54.33 7A 3C 8P 10 Tons King Power Equipment Operators Hydralifts/boom Trucks, 10 $51.97 7A 3C 8P Tons And Under King Power Equipment Operators Loader, Overhead 8 Yards, Ft $55.79 7A 3C 8P Over King Power Equipment Operators Loader, Overhead, 6 Yards. $55.24 7A 3C 8P But Not Including 8 Yards King Power Eaua ment Operators Loaders, Overhead Under 6 $54.75 7A 3C 8P Yards King Power Equipment Operators Loaders, Plant Feed $54.75 7A 3C 8P King Power Equipment Operators Loaders: Elevating Type Belt $54.33 7A 3C 81) King Power Equipment Operators Locomotives, All $54.75 7A 3C 8P King Power Equipment Operators Material Transfer Device $54.75 7A 3C 8P King Power Equipment Operators $55.79 7A 3C 8P ; Page 9of17 Mechanics, All (leadmen - $0.50 Per Hour Over Mechanic) King Power Equipment Operators Motor Patrol Grader - Non- $54.33 7A 3C 8P finishing King Power Equipment Operators Motor Patrol Graders, $55.24 7A 3C 8P Finishing King Power Equipment Operators Mucking Machine, Mole, $55.24 7A 3C 8P Tunnel Drill, Boring, Road Header And/or Shield King Power Equipment Operators Oil Distributors, Blower $51.97 7A 3C 8P Distribution Et Mulch Seeding Operator King Power Equii)ment Operators Outside Hoists (elevators And $54.33 7A 3C 8P k Manlifts), Air Tuggers,strato King Power Equipment Operators Overhead, Bridge Type Crane: $54.75 7A 3C 8P 20 Tons Through 44 Tons ;King Power Equipment Operators Overhead, Bridge Type: 100 $55.79 _7A 3C 2P Tons And Over King Power Equipment Operators Overhead, Bridge Type: 45 $55.24 7A 3C 8P Tons Through 99 Tons King Power Equipment Operators Pavement Breaker $51.97 7A 3C 8P ai King Power Equipment Operators Pile Driver (other Than Crane $54.75 7A 3C 8P Mount) King Power Equipment Operators Plant Oiler - Asphalt, Crusher $54.33 7A 3C SP King Power Equipment Operators Posthole Digger, Mechanical $51.97 7A 3C SP King Power Equipment Operators Power Plant $51.97 7A 3C 8P King Power Equipment Operators Pumps - Water $51.97 7A 3C 8P King Power Equipment Operators Quad 9, Hd 41, D10 And Over $55.24 7A 3C 8P 'I King Power Equipment Operators Quick Tower - No Cab, Under $51.97 7A 3C 8P 100 Feet In Height Based To Boom King Power Equipment operators Remote Control Operator On $55.24 7A 3C 8P Rubber Tired Earth Moving Equipment King Power Equipment Operators Rigger And BeRman $51,97 7A 3C 8P King Power Equipment Operators RoUagon $55.24 7A 3C 8P King Power Equipment Operators Roller, Other Than Plant Mix $51.97 7A 3C 8P King Power Equipment Operators Roller, Plant Mix Or Multi-lift $54.33 7A 3C 8P Materials King Power Equipment Operators Roto-mill, Roto-grinder $54.75 7A 3C 8P King Power Equipment Operators Saws - Concrete $54.33 7A 3C 8P King Power Equipment Operators Scraper, Self Propelled Under $54.75 7A 3C 8P 45 Yards King Power Equipment Operators Scrapers - Concrete Et Carry $54.33 7A 3C 8P All King Power Equipment Operators Scrapers, Self-propelled: 45 $55.24 7A 3C SP Yards And Over King Power Equipment Operators Service Engineers - Equipment $54.33 7A 3C BP King Power Equipment Operators Shotcrete/gunite Equipment $51.97 7A 3C SP Page 10 of 17 King Power Equipment Operators Shovel , Excavator, Backhoe, $54.33 7A 3C 8P Tractors Under 15 Metric Tons. King Power Equipment Operators Shovel, Excavator, Backhoe: $55.24 7A 3C 2P Over 30 Metric Tons To 50 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoes, $54.75 7A 3C 8P Tractors: 15 To 30 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoes: $55.79 7A 3C 8P Over 50 Metric Tons To 90 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoes: $56.36 7A 3C 8P Over 90 Metric Tons King Power Equipment Operators Stipform Pavers $55.24 7A 3C SP King Power Equipment ODerators Spreader, Topsider & $55.24 7A 3C 8P Screedman King Power Equipment Operators Subgrader Trimmer $54.75 7A 3C 8P King Power Equipment Operators Tower Bucket Elevators $54.33 7A 3C 8P King Power Equipment Operators Tower Crane Over 175'in $56.36 7A 3C 8P Height, Base To Boom King Power Equipment Operators Tower Crane Up To 175' In $55.79 7A 3C 8P Height Base To Boom King Power Equipment Operators Transporters, All Track Or $55.24 7A 3C 8P Truck Type King Power Equipment Operators Trenching Machines $54.33 7A 3C 8P King Power Equipment Operators Truck Crane Oiler/driver -100 $54.75 7A 3C 8P Tons And Over King Power Equipment Operators Truck Crane Oiler/driver $54.33 7A 3C 8P Under 100 Tons King Power Equipment Operators Truck Mount Portable $54.75 7A 3C 8P Conveyor King Power Equipment Operators Welder $55.24 7A 3C 8P King Power Equal ment Operators Wheel Tractors, Farman Type $51.97 7A 3C 8P King Power Equipment Operators Yo Yo Pay Dozer $54.75 7A 3C 8P King Power Equipment Operators- Asphalt Plant Operators $55.24 7A 3C 8P Underground Sewer & Water King Power Equipment Operators- Assistant Engineer $51.97 7A 3C 8P Underground Sewer &Water King Power Equipment Operators- Barrier Machine (zipper) $54.75 7A 3C 8P Underground Sewer & Water King Power Equipment Operators- Batch Plant Operator, $54.75 7A 3C SP Underground Sewer &Water Concrete King Power Equipment Operators- Bobcat $51.97 7A 3C 8P Underground Sewer & Water King Power EquiDment Operators- Brokk - Remote Demolition $51.97 7A 3C 8P Underground Sewer Ft Water Equipment King Power Equipment Operators- Brooms $51.97 7A 3C 8P Underground Sewer &Water King Power Equipment Operators- Bump Cutter $54.75 7A 3C 8P Underground Sewer & Water Page 11 of 17 King Power Equipment Operators- Cableways $55.24 7A I 3C 8P Underground Sewer Et Water King Power Equipment Operators- Chipper $54.75 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Compressor $51.97 ZA 3C 8P Underground Sewer Et Water King Power Equipment Operators- Concrete Pump: Truck Mount $55.24 7A 3C 8P Underground Sewer Et Water With Boom Attachment Over 42 M King Power Equipment Operators- Concrete Finish Machine -laser $51.97 7A 3C 8P Underground Sewer Et Water Screed King Power Equipment Operators- Concrete Pump - Mounted Or $54.33 7A 3C 8P Underground Sewer £t Water Trailer High Pressure Line Pump, Pump High Pressure, King Power Equipment Operators- Concrete Pump: Truck Mount $54.75 7A 3C 8P Underground Sewer Et Water With Boom Attachment Up To 42m King Power Equipment Operators- Conveyors $54.33 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Cranes: 20 Tons Through 44 $54.75 7A 3C 8P Underground Sewer Et Water Tons With Attachments King Power Equipment Operators- Cranes: 100 Tons Through 199 $55.79 7A 3C 8P Underground Sewer Et Water Tons, Or 150' Of Boom (Including Jib With Attachments) King Power Equipment Operators- Cranes: 200 Tons To 300 Tons, $56.36 7A 3C 8P 'Underground Sewer Et Water Or 250' Of Boom (including Jib With Attachments) King Power Equipment Operators- Cranes: 45 Tons Through 99 $55.24 7A 3C 8P Underground Sewer Et Water Tons, Under 150' Of Boom (including Jib With Attachments) King Power Equipment Operators- Cranes: A-frame - 10 Tons And $51,97 7A 3C 8P Underground Sewer Et Water Under King Power Equipment Operators- Cranes: Friction 100 Tons $56.36 7A 3C 8P Underground Sewer Et Water Through 199 Tons King Power Equipment Operators- Cranes: Friction Over 200 Tons $56.92 7A 3C 8P Underground Sewer Et Water :King Power Egtpment Operators- Cranes: Over 300 Tons Or 300' $56.92 7A 3C 8P Underground Sewer Et Water Of Boom (including Jib With Attachments) King Power Equipment Operators- Cranes: Through 19 Tons With $54.33 7A 3C 8P Underground Sewer a Water Attachments A-frame Over 10 Tons King Power Equipment Operators- Crusher $54.75 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Deck Engineer/deck Winches $54.75 7A 3C 8P j Underground Sewer Et Water (power) King Power Equipment Operators- Derricks, On Building Work $55.24 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Dozers D-9 Et Under $54.33 7A 3C 8P Underground Sewer Et Water i i i all 11MIr Page 12 of 17 King Power Equipment Operators- Drill Oilers: Auger Type, Truck $54.33 7A 3C 8P Underground Sewer a Water Or Crane Mount King Power Equipment Operators- Drilling Machine $54.75 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Elevator And Man-lift: $51.97 7A 3C 8P Underground Sewer &Water Permanent And Shaft Type King Power Equipment Operators- Finishing Machine, Bidwell $54.75 7A 3C 8P Underground Sewer &Water And Gamaco Et Similar Equipment King Power Equipment Operators Forklift: 3000 Lbs And Over $54.33 7A 3C 8P Underground Sewer &Water With Attachments King Power Equipment Operators- Forklifts: Under 3000 Lbs. $51.97 7A 3C 8P Underground Sewer Et Water With Attachments King Power Equipment Operators- Grade Engineer: Using Blue $54.75 7A 3C 8P Underground Sewer Et Water Prints, Cut Sheets, Etc King Power Equipment Operators- Gradechecker/stakeman $51.97 7A 3C 8P Underground Sewer & Water King Power Equipment Operators- Guardrail Punch $54.75 7A 3C 8P Underground Sewer &Water King Power Equipment Operators- Hard Tail End Dump $55.24 7A 3C 8P Underground Sewer & Water Articulating Off- Road Equipment 45 Yards. & Over King Power Equipment Operators- Hard Tail End Dump $54.75 7A 3C 8P Underground Sewer & Water Articulating Off-road Equipment Under 45 Yards King Power Equipment Operators- Horizontal/directional Drill $54.33 7A 3C 8P Underground Sewer &Water Locator King Power Equipment Operators- Horizontal/directional Drill $54.75 7A 3C 8P Underground Sewer & Water Operator King Power Equipment Operators- Hydralifts/boom Trucks Over $54.33 7A 3C 8P Underground Sewer & Water 10 Tons King Power Equipment operators- Hydralifts/boom Trucks, 10 $51.97 7A 3C 8P Underground Sewer & Water Tons And Under King Power Equipment Operators- Loader, Overhead 8 Yards. & $55.79 7A 3C 8P Underground Sewer &Water Over King Power Equipment Operators- Loader, Overhead, 6 Yards. $55.24 7A 3C 8P Underground Sewer a Water But Not Including 8 Yards King Power Equipment Operators- Loaders, Overhead Under 6 $54.75 7A 3C 8P Underground Sewer & Water Yards King Power Equipment Operators- Loaders, Plant Feed $54.75 7A 3C 8P Underground Sewer &Water King Power Equipment Operators- Loaders: Elevating Type Belt $54.33 7A 3C 8P Underground Sewer & Water King Power Equipment Operators- Locomotives, All $54.75 7A 3C 8P Underground Sewer &Water King Power Equipment Operators- Material Transfer Device $54.75 7A 3C 8P Underground Sewer a Water King Power Equipment Operators- Mechanics, All (leadmen - $55.79 7A 3C 8P Underground Sewer a Water $0.50 Per Hour Over Mechanic) King Power Equipment Operators- Motor Patrol Grader - Non- $54.33 7A 3C 8P Underground Sewer a Water finishing Page 13 of 17 King Power Equipment Operators- Motor Patrol Graders, $55.24 7A 3C 8P Underground Sewer Ft Water Finishing King ,Power Equipment Operators- Mucking Machine, Mole, $55.24 7A 3C 8P 'I Underground Sewer & Water Tunnel Drill, Boring, Road Header And/or Shield King Power Equipment Operators- Oil Distributors, Blower $51.97 7A 3C SP Underground Sewer &Water Distribution Et Mulch Seeding Operator King Power Equipment Operators- Outside Hoists (elevators And $54.33 7A 3C 813 Underground Sewer & Water Manlifts), Air Tuggers,strato King Power Equipment Operators- Overhead, Bridge Type Crane: $54.75 7A 3C 8P Underground Sewer & Water 20 Tons Through 44 Tons King Power Equipment Operators- Overhead, Bridge Type: 100 $55.79 7A 3C 8P I Underground Sewer & Water Tons And Over King Power Equipment Operators- Overhead, Bridge Type: 45 $55.24 7A 3C 8P Underground Sewer a Water Tons Through 99 Tons King Power Equipment Operators- Pavement Breaker $51.97 7A 3C 8P Underground Sewer ff Water King Power Equipment Operators- Pile Driver (other Than Crane $54.75 7A 3C 8P Underground Sewer Ft Water Mount) King Power Equipment Operators- Plant Oiler - Asphalt, Crusher $54.33 7A 3C 8P Underground Sewer 8 Water King Power Equipment Operators- Posthote Digger, Mechanical $51.97 7A 3C 8P Underground Sewer £t Water King Power Equipment Operators- Power Plant $51.97 7A 3C 8P Underground Sewer E Water King Power Equipment Operators- Pumps - Water $51.97 7A 3C 8P Underground Sewer 8 Water King Power Equipment Operators- Quad 9, Hd 41, D10 And Over $55.24 7A 3C 8P Underground Sewer Ft Water King Power Equpi ment Operators- Quick Tower - No Cab, Under $51.97 ZA 3C 8P Underground Sewer $ Water 100 Feet In Height Based To Boom King Power Equipment Operators- Remote Control Operator On $55.24 7A 3C 813 ; Underground Sewer it Water Rubber Tired Earth Moving Equipment King Power Equipment Operators- Rigger And Bellman $51.97 7A 3C SP Underground Sewer a Water King Power Equipment Operators- Rollagon $55.24 7A 3C 8P Underground Sewer Ft Water King Power Equipment Operators- Roller, Other Than Plant Mix $51.97 7A 3C 8P Underground Sewer fx Water King Power Equipment Operators- Roller, Plant Mix Or Multi-lift $54.33 7A 3C 8P Underground Sewer B Water Materials King Power Equipment Operators- Roto-mitt, Roto-grinder $54.75 7A 3C 8P Underground Sewer & Water King Power Equipment Operators- Saws - Concrete $54.33 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Scraper, Self Propelled Under $54.75 7A 3C 8P Underground Sewer 8 Water 45 Yards King $54.33 7A 3C 8P ; I I Page 14 of 17 Power Equipment Operators- Scrapers - Concrete Et Carry Underground Sewer It Water All King Power Equipment Operators- Scrapers, Self-propelled: 45 $55.24 7A 3C 8P Underground Sewer a Water Yards And Over King Power Equipment Operators- Service Engineers - Equipment $54.33 ZA 3C 8P Underground Sewer B Water King Power E uipment Operators- Shotcrete/gunite Equipment $51.97 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Shovel , Excavator, Backhoe, $54.33 7A 3C 8P Undergr011nd Sewer & Water Tractors Under 15 Metric Tons. King Power Equipment Operators- Shovel, Excavator, Backhoe: $55.24 7A 3C 2P Underground Sewer Ft Water Over 30 Metric Tons To 50 Metric Tons King Power Equipment Operators- Shovel, Excavator, Backhoes, $54.75 7A 3C 8P Underground Sewer a Water Tractors: 15 To 30 Metric Tons King Power Equipment Operators- Shovel, Excavator, Backhoes: $55.79 7A 3C 8P Underground Sewer Et Water Over 50 Metric Tons To 90 Metric Tons King Power Equipment Operators- Shovel, Excavator, Backhoes: $56.36 7A 3C 8P Underground Sewer Et Water Over 90 Metric Tons King Power Equipment Operators- Slipform Pavers $55.24 7A 3C 8P Underground Sewer Ft Water King Power Equipment Operators- Spreader, Topsider Et $55.24 7A 3C 8P Underground Sewer &Water Screedman King Power Equipment Operators- . Subgrader Trimmer . $54.75 7A 3C 81) Underground Sewer Ft Water King Power Equipment Operators- Tower Bucket Elevators $54.33 7A 3C BID Underground Sewer Et Water King Power Equipment Operators- Tower Crane Over 175'in $56.36 7A 3C 8P Underground Sewer &Water Height, Base To Boom King Power Equipment Operators- Tower Crane Up To 175' In $55.79 7A 3C 8P Underground Sewer Et Water Height Base To Boom King Power Equipment Operators- Transporters, All Track Or $55.24 7A 3C 8P Underground Sewer R Water Truck Type i King Power Equipment Operators- Trenching Machines $54.33 7A 3C 8P Underground Sewer a Water King Power Equipment Operators- Truck Crane Oiler/driver - 100 $54.75 7A 3C 8P Underground Sewer Fs Water Tons And Over King Power Equipment Operators- Truck Crane Oiler/driver $54.33 7A 3C 8P Underground Sewer it Water Under 100 Tons King Power Equipment Operators- Truck Mount Portable $54.75 7A 3C SP Underground Sewer It Water Conveyor King Power Equipment Operators- Welder $55.24 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Wheel Tractors, Farmall Type $51.97 7A 3C 8P Underground Sewer & Water King Power Equipment Operators- Yo Yo Pay Dozer $54.75 7A 3C 8P Underground Sewer Et Water King Power Line Clearance Tree Journey Level In Charge $45.75 5A 4A Trimmers i Page 15 of 17 King Power Line Clearance Tree Spray Person $43.38 5A I 4A Trimmers King Power Line Clearance Tree Tree Equipment Operator $45.75 5A 4A Trimmers King Power Line Clearance Tree Tree Trimmer $40.84 5A 4A Trimmers King Power Line Clearance Tree Tree Trimmer Groundperson $30.74 5A 4A i Trimmers King Refrigeration & Air Journey Level $73.51 6Z 1G Conditioning Mechanics King Residential Brick Mason Journey Level $51.32 5A 1M King Residential Carpenters Journey Level $28.20 1 King Residential Cement Masons Journey Level $22.64 1 King Residential Drywall Journey Level $40.14 5D 4C Applicators King Residential Drywall Tapers Journey Level $52.37 5P 1 E King Residential Electricians Journey Level $30.441 1 King Residential Glaziers Journey Level $37.30 7L 1H King Residential Insulation Journey Level $26.28 1 Applicators King Residential Laborers Journey Level $23.03 1 King Residential Marble Setters Journey Level $24.09 1 King Residential Painters Journey Level $24.46 1 King Residential Plumbers it Journey Level $34.69 1 Pipefitters King Residential Refrigeration B Air Journey Level $73.51 6Z 1G Conditioning Mechanics King Residential Sheet Metal Journey Level (Field or Shop) $42.58 7F 1 R Workers King Residential Soft Floor Layers Journey Level $42.41 5A 3D King Residential Sprinkler Fitters Journey Level $42.48 5C 2R (Fire Protection) King Residential Stone Masons Journey Level $51.32 5A 1M King Residential Terrazzo Workers Journey Level $46.96 5A 1M King Residential Terrazzo/Tile Journey Level $21.46 1 Finishers King Residential Tile Setters Journey Level $25.17 1 King Roofers Journey Level $45.71 5A 3H King Roofers Using Irritable Bituminous $48.71 5A 3H Materials King Sheet Metal Workers Journey Level (Field or Shop) $70.37 7F 1 E King Shipbuilding Et Ship Repair Boilermaker $39.82 7M 1H King Shipbuilding Et Ship Repair Carpenter $39.24 7T 2B King Shipbuilding & Ship Repair Electrician $40.16 7T 4B King Shipbuilding & Ship Repair Heat Er Frost Insulator $61.18 5J 15 King Shipbuilding Et Ship Repair Laborer $40.19 7T 4B King Shipbuilding 8 Ship Repair Machinist $40.18 7T 46 King Shipbuilding & Ship Repair Operator $40.11 7T 4B 1.4a-..n. //F...-4.-....r ..... ....../L.i/......,..L...L..../.....l llf......1.-..-.L .-. -....... G /i /'lni c �i Page 16 of 17 King Shipbuilding a Ship Repair Painter $40.161 7T I 4B King Shipbuilding ft Ship Repair Pipefitter $40.11 7T 4B King Shiobui ding Ft Ship Repair Rigger $40.19 7T 4-B King Shipbuilding Et Ship Repair Sheet Metal $40.14 7T 4B King Shipbuilding & Ship Re aLir Shipfitter $40.19 7T 4B King Shipbuilding Ft Ship Repair Trucker $40.03 7T 4B King Shipbuilding & Ship Repair Warehouse $40.08 7T 4B King Shipbuilding & Ship Repair Welder/Burner $4 ..19 7T 4B King Sign Makers & Installers Sign Installer $22.92 1 (Electrical) 'i King Sign Makers & Installers Sign Maker $21.36 1 (Electrical) King Sign Makers ft Installers (Non- Sign Installer $27.28 1 Electrical King Sign Makers It Installers Non- Sign Maker $33.25 1 Electrical King Soft Floor Layers Journey Level $42.41 5A 3D King Solar Controls For Windows Journey Level $12.44 1 King Sprinkler Fitters (Fire Journey Level $69.74 5C 1X Protection) I King Stage Rigging Mechanics (Non Journey Level $13.23 1 Structural King Stone Masons Journey Level $51.321 5A 1M King Street And Parking Lot Journey Level $19.09 1 Sweeper Workers King Surveyors Assistant Construction Site $54:33 7A 3C 8P Surveyor King Surveyors Chairman $53.81 7A 3C 8P King Surveyors lConstruction Site Surveyor $55.24 7A 3C 8P King Telecommunication Journey Level $22.76 1 Technicians King Telephone Line Construction - Cable Splicer $36.96 5A 2B Outside King Telephone Line Construction - Hole Digger/Ground Person $20.49 5A 2B Outside King Telephone Line Construction - Installer (Repairer) $35.40 5A 2B Outside King Telephone Line Construction - Special Aparatus Installer 1 $36.96 5A 2B Outside King Telephone Line Construction - Special Apparatus Installer11 $36.19 5A 2B Outside King Telephone Line Construction - Telephone Equipment $36.96 5A 2B Outside Operator (Heavy) King Telephone Line Construction - Telephone Equipment $34.34 5A 2B Outside Operator (Light) King Telephone Line Construction - Telephone Lineperson $34.34 5A 2B Outside King Telephone Line Construction - Television Groundperson $19.45 5A 26 Outside iI Page 17 of 17 King Telephone Line Construction - Television $25.89 5A 2B Outside Li neperson/Installer King Telephone Line Construction - Television System Technician $30.97 5A 2B Outside King Telephone Line Construction - Television Technician $27.77 5A 2B Outside King Telephone Line Construction - Tree Trimmer $34.34 5A 2B Outside King Terrazzo Workers Journey Level $46.96 SA 1M King Tile Setters Journey Level $21.65 1 King Tile, Marble Et Terrazzo Finisher $37.79 5A I Finishers King Traffic Control Stripers Journey Level $43.11 7A 1 K King Truck Drivers Asphalt Mix Over 16 Yards (W. $49.85 5D 3A 8L WA-Joint Council 28) King Truck Drivers Asphalt Mix To 16 Yards (W. $49.01 5D 3A 8L WA-Joint Council 28) King Truck Drivers Dump Truck Et Trailer $49.85 5D 3A 8L King Truck Drivers Dump Truck (W. WA-Joint $49.01 5D 3A 8L ; Council 28) King Truck Drivers Other Trucks (W. WA-Joint $49.85 5D 3A 8L Council 28) +King Truck Drivers Transit Mixer $43.23 1 King lWetl Drillers Et Irrigation Pump Irrigation Pump Installer $17.71 1 Installers King Well Drillers Et Irrigation Pump Oiler $12.97 1 Installers King Well Drillers Et Irrigation Pump Well Driller $18.00 1 Installers i I Benefit Code Key—Effective 3-4-2015 thru 9-1-2015 Overtime Codes Overtime calculations are based on the hourly rate actually paid to the worker. On public works projects,the hourly rate must be not less than the prevailing rate of wage minus the hourly rate of the cost of Tinge benefits actually provided for the worker. I. ALL HOURS WORKED IN EXCESS OF FIGHT (8)HOURS PER DAY OR FORTY(40)HOURS PER WEEK SHALT 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 atone 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 horns 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)hoes and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. 1. All hours worked on Sundays and holidays shall also be paid at double the hourly rate of wage. J. The first two (2)hours after eight(8) regular hours Monday through Friday and the first ten(10)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked over ten (10) hours Monday through Saturday,Sundays and holidays shall be paid at double the hourly rate of wage. K. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of 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. 1 it I li Benefit Code Key—Effective 3-4-2015 thru 9-1-2015 1. N. All hours worked on Saturdays (except makeup days) shall be paid at one and one-half times the hourly rate of wage. All homy 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. F. 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 j 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. i 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 pior 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. 2 Benefit Code Key—Effective 3-4-2015 thru 9-1-2015 2. ALL HOURS WORKED IN EXCESS OF EIGHT (8)HOURS PER DAY OR FORTY(40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. B. All hours worked on holidays shall be paid at one and one-half times the hourly rate of wage. 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 ore-half tunes the hourly rate of wage including holiday pay, IL All hours worked on Sunday shall be paid at two times the hourly rate of wage. All hours worked or holidays shall be paid at one and one-half times the hourly rate of wage. 0. All hours worked of 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 ore-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 fluough Friday and the first eight(8)hours on Saturday shall be paid atone 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 thin Thursday or Tuesday thin 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 of the fifth,sixth,and seventh days and on holidays shall be paid at double the hourly rate of wage. 3. ALL HOURS WORKED IN EXCESS OF EIGHT (8)HOURS PER DAY OR FORTY(40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. A. Work performed in excess of eight(8)hours of straight time per day,or ten(10)hours of straight time per day when four ten(10)hour shifts are established,or forty(40)hours of straight time per week,Monday through Friday, or outside the normal shift,and all work on Saturdays shall be paid at time and one-half the straight time rate.Hours worked over twelve hours(12)in a single shift and all work perfumed 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)horns or more. � II 3 Benefit Code Key—Effective 3-4-2015 thru 9-1-2015 3. C. Work performed in excess of eight(8)hours of straight time per day,or ten(10)hours of straight time per day when four ten(10)hour shifts are established,or forty(40)hours of straight time per week,Monday through Friday, or outside the normal shift,and all work on Saturdays shall be paid at one and one-half times the hourly rate of wage. All work performed after 6:00 pm Saturday to 5:00 am Monday and Holidays shall be paid at double the hourly rate of wage.After an employee has worked eight(8)hours at an applicable overtime rate,all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight(8)hours or more. D. All hours worked between the hours of 6:00 pin 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 horns 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. r 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. I-I. 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(I-1/2)times the regular rate of pay. 1. 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-tip day at the straight time rate. However,Saturday shall not be utilized as a make-up day when a holiday falls on Friday. All hours worked Monday through Saturday over twelve(12)hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. 4. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. A. All hours worked in excess of eight(8)hours per day or forty(40)hours per week shall be paid at double the hourly rate of wage.All hours worked on Saturdays, Sundays and holidays shall be paid at double the hourly rate of wage. B. All hours worked over twelve(12)hours per day and all hours worked on holidays shall be paid at double the hourly rate of wage. C. On Monday through Friday, the first four (4) hours of overtime after eight(8)hours of straight time work shall be paid at one and one half(1-1/2)times the straight time rate of pay,uriless a four(4)day ten(10)hour workweek has been established. On a four (4) day ten (10) hour workweek scheduled Monday through Thursday, or Tuesday through Friday,the first two(2)hours of overtime after ten(10)hours of straight time work shall be paid at one and one half(1-1/2)times the straight time rate of pay. On Saturday,the first twelve (12)hours of work shall be paid at one and one half(1-1/2)times the straight time rate of pay,except that if the job is down on Monday through Friday due to weather conditions or other conditions outside the control of the employer, the first ten (10) hours on Saturday may be worked at the straight time rate of pay. All hours worked over twelve (12)hours in a day and all hours worked on Sunday and Holidays shall be paid at two(2)times the straight time rate of pay. 4 Benefit Code Key—Effective 3-4-2015 thru 9-1-2015 4. D. 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 Saturday, Sundays and holidays shall be paid at double the hourly rate of pay. Rates include all members of the assigned crew. EXCEPTION: On all multipole structures and steel transmission lines,switching stations,regulating,capacitor stations,generating plants,industrial plants,associated installations and substations,except those substations whose primary function is to feed a distribution system, will be paid overtime under the following rates: The first two(2)hours after eight(8)regular hours Monday through Friday of overtime on a regular workday, shall be paid at one and one-half times the hourly rate of wage.All hours in excess of ton(10)hours will be at two(2) times the hourly rate of wage.The first eight(8)hours worked on Saturday will be paid at one and one-half(1-1/2) times the hourly rate of wage. All hours worked in excess of eight(8)hours on Saturday,and all hours worked on Sundays and holidays will be at the double the hourly rate of wage. All overtime eligible horns performed on the above described work that is energized,shall be paid at the double the hourly rate of wage. E. The first two(2)hours after eight(8)regular hours Monday through Friday and the fast 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 fan-day,ten-hour weekly schedule,either Monday thru Thursday or Tuesday thin Friday schedule,all hours worked after ten shall be paid at double the hourly rate of wage. The Monday or Friday not utilized in the normal four-day,ten hour work week, and Saturday shall be paid at one and one half(P/2)times the regular shift rate for the first eight(8)hours.All other hours worked Monday through Saturday,and all hors worked on Sundays and holidays shall be paid at double the hourly rate of wage. F. All hours worked between the hems of 6:00 pm and 6:00 am,Monday through Saturday,shall be paid at a premium rate of 20%over the hourly rate of wage. 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 double the hourly rate of wage. Holiday Codes S. 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 ICI Thanksgiving Day,the day before Christmas,and Christmas Day(8). C. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day,And Christmas Day(8). D. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day,And Christmas Day(8). H. Holidays:New Year's Day,Memorial Day,Independence Day,Thanksgiving Day,the Day after Thanksgiving Day, And Christmas(6). I. Holidays: New Year's Day, Memorial Day,Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). I. Holidays: New Year's Day, Memorial Day,Independence Day, Thanksgiving Day, Friday after Thanksgiving Day, Christmas Eve Day,And Christmas Day(7). 5 i Benefit Code Key—Effective 3-4-2015 thru 9-1-2015 5. 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, Marlin 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 IIolidays: 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, hrdependence Day, Labor Day, Thanksgiving Day,The Friday After Thanksgiving Day,And Christmas Day(9). 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 IIolidays:New Year's Day,Martin Luther King Jr.Day,Presidents'Day,Memorial Day,Independence Day, Labor Day,Veterans'Day,Thanksgiving Day,The Friday After Thanksgiving Day,Christmas Day, And Christmas Eve Day(11). H. Paid Holidays: New Year's Day, New Year's Eve Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, Christmas Day, The Day After Christmas, And A Floating Holiday(10). I. Paid Holidays:New Year's Day,Memorial Day,Independence Day,Labor Day,Thanksgiving Day,Friday After Thanksgiving Day,And Christmas Day(7). 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). 6 Benefit Code Key—Effective 3-4-2015 thru 9-1-2015 6. 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 7. 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 Palls on a Saturday, the preceding Friday shall be a regular work day. B. IIolidays: 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 IIolidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veteran's Day, Thanksgiving j 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 precedingFriday. 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. I. Holidays:New Year's Day,President's Day,Independence Day,Memorial Day,Labor Day,Thanksgiving Day,The Friday After Thanksgiving Day, The Day Before Christmas Day And Christmas Day (9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. J. IIolidays: 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. 7 it Benefit Code Key—Effective 3-4-2015 thru 9-1-2015 7. 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: Now Year's Day, Memorial Day,Labor Day, Independence Day, Thanksgiving Day,the Last Work Day before Christmas Day,And Christmas Day(7).Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. M. Paid Holidays: New Year's Day, The Day after or before New Year's Day, President's Day, Memorial Day, Independence Day,Labor Day,Thanksgiving Day,the Friday after Thanksgiving Day,Christmas Day,And the Day after or before Christmas Day 10). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. N. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day(7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. When Christmas falls on a Saturday,the preceding Friday shall be observed as a holiday. P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, And Christmas Day(7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Q. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day,the Last Working Day before Christmas Day and Christmas Day(8).Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. If any of the listed holidays falls on a Saturday, the preceding Friday shall be a regular work day. R. Paid Holidays:New Year's Day,the day after or before New Year's Day,President's Day, Memorial Day, Independence Day,Labor Day,Thanksgiving Day, the Friday after Thanksgiving Day,Christmas Day,and the day after or before Christmas Day(10).If any of the listed holidays fall on Saturday,the preceding Friday shall be observed as the holiday. If any of the listed holidays falls on a Sunday,the day observed by the Nation shall be considered a holiday and compensated accordingly. S. Paid Holidays:New Year's Day,Memorial Day,Independence Day,Labor Day,Thanksgiving Day,Friday After Thanksgiving Day,Christmas Day,The Day After Christmas,And A Floating Holiday(9). If any of the listed holidays falls on a Sunday,the day observed by the Nation shall be considered a holiday and compensated accordingly. i T. Paid Holidays:New Year's Day,The Day After Or Before New Year's Day,President's Day,Memorial Day, Independence Day,Labor Day,Thanksgiving Day,The Friday After Thanksgiving Day,Christmas Day,and The Day After Or Before Christmas Day. (10),If any of the listed holidays falls on a Sunday,the day observed by the Nation shall be considered a holiday and compensated accordingly. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. Note Codes I 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'-53.00 per Foot for Each Foot Over 100 Feet Over 150'To 220'-$4.00 per Foot for Each Foot Over 150 Feet Over 220'-55.00 per Foot for Each Foot Over 220 Feet 8 Benefit Code Key—Effective 3-4-2015 thru 9-1-2015 8. C. In addition to the hourly wage and fringe benefits, the following depth premiums apply to dep@is 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 13: $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'fraffic 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 j Control Plans or where directed by the Engineer.All flaggers and spotters shall possess a can ent flagging card issued by the State of Washington,Oregon,Montana,or Idaho, This classification is only effective on or after August 31,2012. j i i I i 9 i REQUEST FOR MAYOR'S SIGNATURE IT Routing Information (ALL REQUESTS MUST FIRST BE ROUTED THROUGH THE LAW DEPARTMOT) Approved-by D,// Originator: Paul Kuehne Phone (Originator): 5543 Date Sent: -4-b9hS Date Required: '� Via; d Return Signed Document to: Nancy Yoshitake Contract Termination Date:45 working days VENDOR NAME: Date Finance Notified: R, L. Alla Colll an (Only required on contracts 7/7/15 p y 10 000 and over or on any Grant DATE OF COUNCIL APPROVAL: Date Risk Manager;Notified'.N/A 7/7/15 : Re uired on Non-City Standard Contracts/A reements Has this Document been Specifically Account Number: D20031 Authorized in the Budget? ® YES NO Brief Explanation of Document. The attached construction agreement with R. L. Alia Company consists of repairing damage caused by street trees to stormwater drainage appurtenances along W. Gowe St between 4th Ave. S. and 6th Ave, S, For additional information, see the attached Council motion sheet, All Contracts Must Be Routed Through The Law Department Y This area to be com let L`S 2P 'a", µ` nt - ( P r# re } a ' 4�" ) r " F Received: t 3�„, —T Approval of Law Dept.. :, VV"/ Law Dept Comments: - `C"k Date Forwarded to Mayor: f 1 Shaded Areas To Be Completed By Administration Staff f, Received: 3d C g+ tira Recommendations and Comments: F AA-Disposition: v r [Dateeturned: _v en roim �.. my ya.ecsim i.aso s��Ai re n� PUBLIC WORKS DEPARTMENT Y/i^1• Timothy J, LaPorte, P.E., KENT R[pt11F Public Works Director Address: 400 West Gowe Street Kent, WA. 98032-5895 Phone: 253-856-5500 Fax: 253-856-6500 DATE: June 23 , 2015 TO: Mayor Cooke and Kent City Council FROM: Timothy J. LaPorte, P,E. Public Works Director RE., West Gowe Street — 4th Avenue S. to 6th Avenue S. Drainage Project - Award Bid opening for this project was held on Tuesday June 23, 2015 with four bids received. The lowest responsible and responsive bid was submitted by R.L. Alia Company in the amount of $312,030.00. The Engineer's estimate was $371,250.00. The Public Works Director recommends awarding this contract to R.L. Alia Company. Bid Summary 01. R.L. Alia Company $312,030.00 02. R.W. Scott Construction Co. $323,342.00 03. Northwest Cascade $362,780.00 04, Road Construction Northwest $398,577,00 ii Engineer's Estimate $371,250.00 I�