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PW07-237 - Original - Icon Materials - 2007 Asphalt Overlays - 07/02/2007
1� Records Ma.--. -pin-- ageme ,k KENT Document WASHINGTON 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 Mary Simmons, City Clerks Office. Vendor Name: ICON Materials Contract Number: A)07 '0?13( This is assigned by Mary Simmons Vendor Number: Project Names: 2007 Asphalt Overlays Contract Effective Date: July 2, 2007 Contract Termination Date:65 working days Contract Renewal Notice (Days): Number of days required notice for termination or renewal or amendment Contract Manager: Dennis Johnson Department: Engineering Abstract: Installing approximately 15,001 tons of hot mix asphalt, 17,720 SY of planing asphalt concrete, 46,670 SY of fabric reinforcement, 2,525 tons of crushed surfacing including paving work and utility adiustment. ADCL7832 07102 1 1 i CITY OF KENT 1 KING COUNTY, WASHINGTON 1 KENT SPECIAL PROVISIONS FOR 1 2007 Asphalt Overlays p Y 1 1 Project Number: 07-3001 1 1 BIDS ACCEPTED UNTIL BID OPENING June 12, 2007 June 12, 2007 1 10:45 A.M. 11:00 A.M. 1 DELIVER TO CITY OF KENT, CITY HALL 1 LARRY R. BLANCHARD 1 DIRECTOR OF PUBLIC WORKS 1 1 • KENT 1 WASH IN GTO N PUBLIC WORKS DEPARTMENT Larry R Blanchard Public Works Director 400 West Gowe ' 98032 MTN Kent, WA -6500 Wese,ecroe Fax 253-8566500 PHONE: 253-856-5500 CITY OF KENT KING COUNTY, WASHINGTON 2007 Asphalt Overlays Project Number: 07-3001 ADDENDUM No. 1 June 7, 2007 FROM: The Office of the City Engineer, Kent Washington TO: All Plan Holders of the Project Specifications and Plans This addendum forms a part of the Contract documents and modifies the Project Proposal and Specifications and Contract Drawings in accordance with the following: ' I — APPENDICES Page A-5 - Location Map and Cross Sections REPLACE location map 8.02 with the attached Location Map 8 02 with Notes to the Contractor. END OF ADDENDUM No. 1 L im LaPorte, P.E. Date Deputy Public Works Director m D 3 Attachments: Location Map 8.02 a� Y ' U 3 3 3 ' 0 MAYOR SUZETTE COOKE City of Kent Public Works Department 169 RD SUMMIT m 1 � KANGLE`( RD SE 1 KENO 516 y NOTES: C7 1 THE PAVING CONTRACTOR SHALL USE "ENVIRONMENTALLY FRIENDLY" PRODUCTS ONLY ON ALL ASPHALT PAVING EQUIPMENT INCLUDING, BUT NOT LIMITED TO DUMP TRUCK BEDS, PAVERS, SHOVELS AND ANY OTHER EQUIPMENT AND TOOLS AS NEEDED TO COMPLETE THE ASPHALT OVERLAY OF Q KENT-KANGLEY ROAD \ D 2 NO DIESEL SPRAYING OF ANY PAVING EQUIPMENT WILL BE ' ALLOWED WITHIN THE CITY OF KENT WATERSHED AND/OR O AROUND THE ROCK CREEK BRIDGE AREA Z �0 `� KENT WAY NIYO�OY CITY OF KENT ENGINEERING DEPARTMENT • 220 4TH AVE S KENT, WA 98032 2007 ASPHALT OVERLAY SCHEDULE II MAP 8.02 1 KENT PROJECT NO 07-3001 KENT KANGLEY RD TAB INDEX Tab 1 Bidder's Package Tab 2 Performance Bond and Contract Tab 3 Table of Contents Tab 4 Kent Special Provisions Tab 5 Kent Standard Details Tab 6 WSDOT Standard Plans Tab 7 City of Kent Development Assistance Brochure Tab 8 WSDOT Special Provisions Tab 9 Location Map and Cross Sections Tab 10 Traffic Control Plans Tab 11 Prevailing Wage Rates i i CITY OF KENT KING COUNTY, WASHINGTON KENT SPECIAL PROVISIONS FOR 2007 Asphalt Overlays Project Number: 07-3001 i BIDS ACCEPTED UNTIL BID OPENING June 12, 2007 June 12, 2007 10:45 A.M. 11:00 A.M. DELIVER TO CITY OF KENT, CITY HALL LARRY R. BLANCHARD 4� F w Sk�Lfi DIRECTOR OF PUBLIC WORKS ' s2L°7 32158 �9 � '0 gT- s"fONAL 8$ ' EXPIRES KENT W A 5 H I N G T 0 N ' ICON Materials,A Division of CPM Development Corporation BIDDER'S NAME CITY OF KENT KING COUNTY,WASHINGTON BIDDER'S DOCUMENTS FOR 2007 Asphalt Overlays Project Number: 07-3001 BIDS ACCEPTED UNTIL BID OPENING June 12, 2007 June 12, 2007 10:45 A.M. 11:00 A.M. DELIVER TO CITY OF KENT, CITY HALL LARRY R. BLANCHARD DIRECTOR OF PUBLIC WORKS ENT WASHINGTON ORDER OF CONTENTS Call for Bids 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 Affidavit & Certification Form Non-Collusion, Minimum Wage(Non-Federal Aid) IBidders Check List Performance Bond Contract Table of Contents Kent Special Provisions jKent Standard Details WSDOT Standard Plans City of Kent Development Assistance Brochure WSDOT Special Provisions Location Map and Cross Sections Traffic Control Plans Prevailing Wage Rates - --- -------- CALL FOR BIDS Notice is hereby given that the City of Kent, Washington,will receive sealed bids at the City Clerk's office through June 12, 2007 up to 10:45 a.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 "Call for Bids" 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 at 11:00 a.m. for the City of Kent project named as follows 2007 Asphalt Overlays Project Number: 07-3001 The project consists of installing approximately 15,001 tons of hot mix asphalt, 17,720 SY of planing asphalt concrete, 46,670 SY of fabnc reinforcement, 2,525 tons of crushed surfacing including paving work and utility adjustment The Engineer's estimated range for this project is approximately$1,750,000 - $2,100,000 Bid documents maybe obtained by contacting City of Kent Engineering Department,Nancy Yoshitake at(253) 856-5508. For technical questions,please call Dennis Johnson at(253) 856-5519 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 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 Special Provisions maybe purchased at a non- refundable cost of$25.00 for each copy Specifications can also be downloaded at no charge at www.ci.kent.wa.us/procurement. Copies of the WSDOT Standard Specifications are available for perusal only. A cashier's check, postal money order 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 six (60) days after the day of bid opening. Dated this 23rd day of May , 2007. BY Brenda acober, City Clerk Published in Kent Reporter on May 30th and June 6th, 2007 Daily Journal of Commerce on May 30th and June 6th, 2007 CONTRACTOR COMPLIANCE STATEMENT (President's Executive Order#11246) Date June 12, 2007 This statement relates to a proposed contract with the City of Kent named 2007 Asphalt Overlays Project Number: 07-3001 I am the undersigned bidder or prospective contractor. I represent that- 1. I 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. i ICON Materials,A Division of CPM Development Corporation NAME OF BIDDER BY: / ignature/Title vid Gent Asphalt Division Manager PO Box 88050 Tukwila, WA 98138-2050 ADDRESS (Note to Bidders: The information required in this Compliance Statement is informational only) 2007 Asphalt OverlaysJJohnson 1 May 24,2007 Project Number 07-3001 t - 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. 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 1, the prune 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. By signing below, I agree to fulfill the five requirements referenced above. Dated this 12 th day of June 2007. i By: J atena s,A Division of For. CPM Development Corporation Title: Asphalt Division Manager Date: June 12, 2007 2007 Asphalt Overlays/Johnson 2 May 24,2007 Project Number 07-3001 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. i 1 i 2007 Asphalt Overlays/Jehnsm 3 May 24,2007 Project Number 07-3001 ICON Materials, A Division of ' CPM Development Corporation 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. 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 2007 Asphalt Overlays/Project Number: 07-3001 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. Dated this day of 2007. By: For: Title: Date: 2007 Asphalt Overlays!lohnson 4 May 24,2W7 Project Number 07-3001 iPROPOSAL To the City Clerk ' City Hall Kent, Washington 99032 ICON Materials,A Division of ■■ The undersigned hereby certifies that CPM Development Corporation has examined the job site and construction details of the work as outlined on the plans and described I in the specifications for the project named 2007 Asphalt Overlays/Project Number: 07-3001 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 documents, 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. Show unit prices in both words and figures and. where conflict occurs, the written or typed words shall prevail. 1 EXAMPLE ' SCHEDULEI- 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 IFourteen Dollars and no cents ' Any bids not filled out properly may be considered non-responsive. 2007 Asphalt Overlays/Johnson 5 May 24,2007 Project Number 07-3001 SCHEDULE I- 124th Avenue SE, SE 270th Avenue, SE 274th Avenue and SE 259th Street ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1000 5-04.5 5,989 Planing Bituminous Pavement $3._r-D $ KSP SQ YDS Per SY ��` 7A 56 -FkzzP— -.41- z 1005 5-04.5 3,951 HMA for Full Width Overlay $ $ KSP TONS Class B PG-64-22 Per TON 1010 8-13.5 9 Adjust Existing Monument Case $ J• $ KSP EACH and Cover to Finished Grade Per EA 1011 4-04.5 500 Crushed Surfacing Top Course, $3V Ov $ KSP TONS 5/8 Inch Minus Per TON /7, Z&4 4- A-2-wl' 00- 1015 7-05.5 26 Adjust Existing Manhole Cover to $ 3/6r e�) $ KSP EACH Finished Grade Per EA '74cz,06 1020 8-09.5 1 Remove Miscellaneous Traffic $ 795,00 $ l — KSP LUMP SUM Items Per LS `T/Q�O6• 0' 1 1025 7-12.5 31 Adjust Existing Valve Box Top $ � 6'5 66 $ KSP EACH Q / Section and 7Lid to Finished Grade Per EA � S 1035 8-22.5 184 Plastic Stop Line $ d.� $ 6QA-> WSDOT LN FT Per LF ' hiz� -ye- Sd/all' ' 1045 8-22.5 10,550 White Edge Plastic Line 0. 156) $ WSDOT LN FT Per LF ' 1 �e42h-- 2007 Asphalt OverlayWohnson 6 ICON Materials, A Division 01 May 24,2007 Project Number 07-3001 CPN Development Corporation 1 SCHEDULE I- 124th Avenue SE, SE 270th Avenue, SE 274th Avenue and SE 259th Street ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1050 8-22.5 2,070 Double Yellow Center Plastic Line $ / in $ WSDOT LN FT Per LF 9,076 1060 8-22.5 800 Plastic Crosswalk Line $ to,SCE $ WSDOT SQ Ff Per SF (:�'?/ /Grrd � obi d-i7- / 1062 8-22 5 6 Plastic Traffic Arrow $ 5l0 $ WSDOT EACH Per EA 1063 8-22.5 12 Plastic Traffic Letter $ 3100 $ WSDOT EACH Per EA 7�1064 8-22.5 2 Plastic Railroad Crossing Symbol $ 356'op $ WSDOT EACH Per EA /�d�,�} %f1,2ez 9"45�, 1065 8-22.5 33.20 Raised Pavement Markers $ OD $ WSDOT HUNDRED Type lY Per � HUND O16RED (Or 1 1070 8-22.5 2.88 Raised Pavement Markers $ '�qoD.06 $ 76 WSDOT HUNDRED Type 1W Per HUNDRED 1075 8-22.5 7.48 Raised Pavement Markers $ 5E;0. J7) $ ' WSDOT HUNDRED QType 2YY Per --yG��`Ly[c� HUNDRED �. i1080 8-22.5 0.37 Raised Pavement Markers $ 330- ' $ WSDOT HUNDRED Type 2WW Per HUNDRED 2007 Asphalt Overlays/Johnson ' ICON Materials A Division of May 24,2007 Project Number 07-3001 , CPM Development Corporation SCHEDULE I- 124th Avenue SE, SE 270th Avenue, SE 274th Avenue and SE 259th Street ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1085 1-10.5 480 Traffic Control Labor $ �U'VV $ KSP HOUR PerHR a3Q�Q— �-2r-e Itlo — ' 1090 1-10.5 100 Traffic Control Supervisor $ ✓r7' $ 7 aU KSP HOUR, Per HR J 0 1100 7-05.5 38 Thermoplastic Storm Drain $3• av $ KSP EACH Pollution Marker Per EA /I A zdw r 00- j 1105 8-23.5 7,770 Temporary Pavement Markings $ �'�D $ '7 WSDOT LN FT Per LF ��_� 5w 0-/6 1110 1-10.5 360 Construction Signs, Class A $ /7tO $ 6ia v KSP SQ FT Per SF 1120 1-10.5 30 Portable Changeable Message $ $ KSP DAYS Sign(PCMS) Per DAY I / // �7 Schedule I Total $ 36gl 3 2007 Asphalt Overlays/Johnson $ ICON Materials,A Division of May 24,2007 Project Number 07-3001 CPM Development Corporation SCHEDULE II- Kent Kangley 3" Overlay ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1003 5-04 5 280 HMA Class B,PG 64-22 $ 75"- $ �/ KSP TONS Per TON —&-/0/0 1005 5-04.5 5,201 HMA Class B, PG 64-22 Full $ (v o! $ KSP TONS -- Width Overlay Per TON -"-0)— ov 1006 2-02.5 667 Remove Existing Asphalt $ $ KSP SQ YDS Concrete Pavement Per SY A� 05. ob 1007 2-02.5 3,000 Saw Cut Existing Asphalt $ t $ / KSP LN FT Concrete Pavement Per LF 1008 2-03.5 611 Roadway Excavation, Including $ 332'- $ WSDOT CU YDS Haul Per CY 1009 4-03.5 550 Gravel Borrow,Including Haul $ C?6°p $ KSP TONS and Compaction Per TON Gtiu� YL��/OU I 1011 4-04.5 700 Crushed Surfacing Top Course, $ a� T $ KSP TONS 5/8 Inch Minus Per TON 1012 4-04.5 271 Crushed Surfacing Base Course, $ � $ IKSP TONS 1-1/4 Inch Minus Per TON 1045 8-22.5 1,100 White Edge Paint Stripe Line $ �156 $ WSDOT LN FT Per LF 2007 Asphalt Overlays/Johnson 9 ICON Materials,A Division of May 24,2007 Project Number 07-3001 CPM Development Corporation SCHEDULE II- Kent Kangley 3" Overlay ITEM SECTION APPROX. ITEM UNIT TOTAL NO, NO. QUANTITY PRICE AMOUNT 1050 8-22.5 5,400 Double Yellow Center Plastic Line $ ! "� $$�� WSDOT LN FT Per LF 01V-(- ��r mll-- 1 1075 8-22.5 5.10 Raised Pavement Marker, $ WSDOT HUNDRED Type 2YY Per -2AL41� HUNDRED ' 1085 1-10.5 500 Traffic Control Labor $ �g FIR $�� KSP HOURS Per R om - V 1090 1-10.5 200 Traffic Control Supervisor $ 577�co $ 40 KSP HOURS - 'Q Per FIR 1105 8-23.5 5,400 Temporary Pavement Markings $ 1A.16 WSDOT LN FT Per LF q/-� 1 1110 1-10.5 144 Construction Signs, Class A $ /7 ' $ KSP SQ FT Per SF a7zlqm 1115 5-04.5 16,644 Fabric Reinforcement $ O? $ KSP SQ YDS Per SY 331 r� 1120 1-10.5 20 Portable Changeable Message $ $ KSP DAYS Sign (PCMS) Per DAY i 1125 1-10.5 40 Sequential Arrow Sign (SAS) $ / $ 7 KSP DAYS Per DAY 6g�- 2DW Asphalt OverlayWobnson 10 ICON Materials, A Division of May 24,2007 Project Number 07-3001 GPM Development Corporation y SCHEDULE H- Kent Kangley 3" Overlay ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT M eo 1130 1-10.5 1 Temporary Traffic Control $ /�{r&— $a KSP LUMP SUM Devices Per LS Schedule II Total $ 1 i 2007 Asphalt Overlays/Johnson I t ICON Materials,A Division Ot May 24,2007 Protect Numher 07-3001 GPM Development Corporation i SCHEDULE III- 104th Avenue SE ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1003 5-04.5 23 HMA Class B,PG 64-22 $ A -7 $ KSP TONS Per TON 1005 5-04 5 274 HMA for Full Width Overlay $ KSP TONS Class B PG 64-22 Per TON ��lv 1006 2-02.5 160 Remove Existing Asphalt $ $ KSP SQ YDS Concrete Pavement Per SY i1007 2-02.5 350 Saw Cut Existing Asphalt $ $ �� � KSP LN FT Concrete Pavement Per LF 1008 2-03.5 267 Roadway Excavation, Including $ 33�-o $p WSDOT CU YDS Haul Per Per CY 1009 4-03.5 123 Gravel Borrow, Including Haul $ ��� $? KSP TONS and 'Compaction -/ Per TON 60 1011 4-04.5 94 Crushed Surfacing Top Course, $ 9g— KSP TONS 518 Inch Minus Per TON 1012 4-04.5 65 Crushed Surfacing Base Course, $ G1 $ // KSP TONS 1-1/4 Inch Minus Per TON d� .7 1 1020 8-09.5 1 Remove Miscellaneous Traffic $ `7 7� $ (736 � KSP LUMP SUM Items Per LS 2W7 Asphalt OverlayslJohnson 12 ICON Materials, A Division of May 24,2007 Projec[Number 07-3001 GPM Development Corporation SCHEDULE III- 104th Avenue SE ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1045 8-22.5 1,570 White Edge Plastic Line $ A '�-6 $ r WSDOT LN FT Per LF �7r 06 9�� 4� e — "%f�G�1 Db 1050 8-22 5 785 Double Yellow Center Plastic Line $ /— $' /—WSDOT LN FT Per LF �S 1075 8-22.5 074 Raised Pavement Markers $ 3 d?a $ WSDOT HUNDRED Type 2YY Per —x G& ¢ � HUNDRED 1085 1-10.5 200 Traffic Control Labor $ {t— $n 6 KSP HOURS Per HR 7 J It V 1090 1-10.5 60 Traffic Control Supervisor $,5/, 0 $ KSP HOURS Per HR 3y � 1105 8-23.5 785 Temporary Pavement Markings $ �'a� $ / WSDOT LN FT Per LF 7 ab 1110 1-10.5 144 Construction Signs, Class A $ C $ co KSP SQ FT Per SF I 1115 5-04.5 1,919 Fabric Reinforcement $ 3 Dsb $ KSP SQ YDS Per SY Z-7 1120 1-10.5 10 Portable Changeable Message $ V1 $ /�U et KSP DAYS, ¢ Sign(PCMS) Per DAY Iv 2007 Asphalt Overlays/Johnson 13 ICON Materials,A Division of May 24,2007 Project Number 07-3001 GPM Development Corporation SCHEDULE III- 104th Avenue SE ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT Schedule III Total $ � S 1 2007 Asphalt Overlays/Johnson 14 ICON Materials A Division of May 24,2007 Project Number 07-3001 ' CPM Development Corporation SCHEDULE IV— 108th Avenue SE ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1000 5-04.5 351 Planing Bituminous Pavement $ KSP SQ YDS Per SY ' 1003 5-04.5 138 HMA Class B, PG 64-22 $ 177-- s / KSP TONS Per TON fe ' 1005 5-04.5 1,521 HMA for Full Width Overlay $ $ KSP TON Class B PG 64-22 Per TON 50 A1-�� -�— -77-0 C or- 1006 2-02.5 964 Remove Existing Asphalt $ $ KSP SQ YDS Concrete Pavement Per SY 1007 2-02.5 800 Saw Cut Existing Asphalt $ 9 T $ KSP LN FT Concrete Pavement Per LF / 1008 2-03.5 537 Roadway Excavation, Including $16--' $ WSDOT CU YDS Haul Per CY ' 1009 4-03 5 743 Gravel Borrow, Including Haul $ '1752-� $ KSP TONS and Compaction Per TON r 7 zD Y/l2i /S.P Y-g:: aD 1010 8-13.5 3 Adjust Existing Monument Case $ 1965- $ Q p$ ' KSP EACH and Cover to Finished Grade Per EA v�5 1011 4-04.5 420 Crushed Surfacing Top Course, $ $ dC� KSP TONS 5/8CInch Minus Per TON 20M Asphalt Overlays/lohnson 15 ICON Materials II Division of May 24,2007 rg Pect Number 07-3001 ' GPM Development Corporation SCHEDULE IV— 108th Avenue SE ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1012 4-04.5 392 Crushed Surfacing Base Course, $ /M KSP TONS 1-1/4 Inch Minus Per TON i 1014 7-05.5 5 Adjust Existing Catch Basin Grate $ 3-7VD $ /9�0 cri KSP EACH to Finished Grade Per EA ( 1015 7-05.5 3 Adjust Existing Manhole Cover to $ 370-o" $ M� 1 10— KSP EACH Finished Grade Per EA 1020 8-09.5 1 Remove Miscellaneous Traffic $ �(�`" $ KSP LUMP SUM Items Per LS (� 1025 7-12.5 12 Adjust Existing Valve Box Top 35 $ C, KSP EACH Section and Lid to Finished Grade Per EA 7a0 -T" ' 1045 8-22.5 6,610 White Edge Plastic Line $ 0, S6 $2 J Q s WSDOT LN FT Per LF / 1050 8-22.5 3,305 Double Yellow Center Plastic Line $ $� WSDOT LN FT 6%% Per LF ✓, 3d5— 1075 8-22.5 5.84 Raised Pavement Markers $ 330- $ p WSDOT HUNDRED Type 2YY Per HUNDRED ' 1085 1-10.5 200 Traffic Control Labor $ �� $ Q KSP HOUR Per HR 2007 Asphalt Overlays/Johnson 16 May 24,2007 ' Protect Number 07-3001 ICON Materials,A Division of GPM Development Corporation i SCHEDULE IV- 108th Avenue SE ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1 1090 1-10.5 60 Traffic Control Supervisor $5�7� $:���O� KSP HOURS Per HR i 1100 7-05.5 14 Thermoplastic Storm Drain $ $ KSP EACH Pollution Marker Per EA Z i 1105 8-23.5 3,305 Temporary Pavement Markings $ WSDOT LN FT Per LF 33U S� 1110 1-10.5 192 Construction Signs, Class A $ 17-�P $ KSP SQFT Per SF � o q-s- 1115 5-04.5 10,649 Fabric Reinforcement $C7)- $ KSP SQ YDS Per SY 1120 1-10.5 10 Portable Changeable Message $ O Z $ ap KSP DAYS Sign (PCMS) Per DAY -) dd Schedule IV Total $_ �� • 70 1 20M Asphalt Overlays/Johnson 17 ICON Materials A Division of May 24,2007 Project Number 07-3001 r CPU Development Corporation ' SCHEDULE V — 144th Avenue SE ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT //// 1000 5-04.5 2,714 Planing Bituminous Pavement $ `7--' $ KSP SQ YDS Per SY 1005 5-04.5 775 HMA for Full Width Overlay $ 6�— $ KSP TONS Class B PG 64-22 Per TON IV1 3 75 1010 8-13.5 6 Adjust Existing Monument Case $ � �' $� 716 KSP EACH and Cover to Finished Grade Per EA 1014 7-05.5 3 Adjust Existing Catch Basin Grate $ 3 76ff $�//O 0-0 KSP EACH to Finished Grade Per EA 7�6 ",n"4ne 1-21�w- 1015 7-05.5 6 Adjust Existing Manhole Cover to $ �76LS $ KSP EACH Finished Grade Per EA Gz) ' 1020 8-09.5 1 Remove Miscellaneous Traffic $ $ 3 f ro KSP LUMP SUM/ Items // Per LS / v �l�lll� 1035 8-22.5 31 Plastic Stop Line $Of*S6 $ 7 WSDOT LN FT Per LF 7 % t �11'lea' ' 1045 8-22.5 2,500 White Edge Plastic Line $ 0, Sly $ � WSDOT LN FT Per LF Bf� 1050 8-22.5 1,250 Double Yellow Center Plastic Line $ WSDOT LN FT Per LF /a 40 X7,e 4- "--lD�l-� 2007 Asphalt Overlays/Johnson 18 ICON Materials, A Division of May 24,2007 Project Number 07-3001 CPM Deveiooment Corporation SCHEDULE V— 144th Avenue SE ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1060 8-22.5 96 Plastic Crosswalk Line $p4� $� WSDOT SQ FT Per SF `7 fiv-0 -f- 6�6/ r 1075 8-22.5 1.30 Raised Pavement Markers $ 336 00 $ WSDOT HUNDRED Type 2YY Per 219 HUNDRED 1085 1-10.5 200 Traffic Control Labor $ 7 $ KSP HOURS Per HR o()" i 1090 1-10.5 60 Traffic Control Supervisor $ S7 Q KSP HOURS Per HR $J/ 7 1100 7-05.5 20 Thermoplastic Storm Drain $ 3(�- $ 7w dp KSP EACH Pollution Marker Per EA 1105 8-23.5 1,250 Temporary Pavement Markings $ 0"/() $ WSDOT LN FT Per LF �y Ob 1110 1-10.5 192 Construction Signs,Class A $ /—' $ -7��� KSP SQ FT Per SF �G►lD`7"� 1115 5-04.5 5,428 Fabric Reinforcement $ d' $ KSP SQ YDS Per SY /0/ Zv t1120 1-10.5 10 Portable Changeable Message $ 0 oa $ Q KSP DAYS Sign(PCMS) Per DAY 2007 Asphalt Overlays/Johnson 19 ICON thatorials,A Division of May 24,2007 Project Number 07-7001 CPM Development Corporation 1 SCHEDULE V— 144th Avenue SE ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT ' Schedule V Total $ ! 50 2007 Asphalt Overla3WJdtnwn ICON Materials A Division of May 1,2007 Project Number 07-3001 ICPM Development Corporation ' SCHEDULE VI— 152nd Avenue SE ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1000 5-04.5 1,222 Planing Bituminous Pavement $ !" $ / �b KSP SQQYYDjS Per SY 1005 5-04.5 649 HMA for Full Width Overlay $ 100� $ zo t KSP TONS Class B PG 64-22 Per TON ,yo a38 — Z4,; 4 Z�"- -�-- ale- ' `�' ra 1010 8-13.5 3 Adjust Existing Monument Case $ J $ KSP EACH and Cover to Finished Grade Per EA 05 1018 2-02.5 284 Remove Cement Concrete $ �--� $ KSP LN FT Extruded Curb Per LF 2� LO 1020 8-09.5 1 Remove Miscellaneous Traffic KSP LUMP SUM Items Per LS 1035 8-22.5 39 Plastic Stop Line $ $ ar(j WSDOT LN FT Per LF �7 1045 8-22.5 2,410 White Edge Plastic Line $ s� $/�05 LO WSDOT LN FT Per LF °A4 0-;c16 1050 8-22.5 8,450 Double Yellow Center Plastic Line $ � $ Q z WSDOT LN FT Per LF IJ 1 1 2007 Asphalt Overlays/Johnsoo 21 May 24,2007 Project Number 07-3001 ICON Materials,A Division of ■ CPM Development Corporation SCHEDULE VI— 152nd Avenue SE ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1060 8-22.5 120 Plastic Crosswalk Line $ p? -,o $30!)v WSDOT SQ FT Per SF -le— // 00- 1062 8-22.5 2 Plastic Traffic Arrow $ s(0-- $ 00 WSDOT EACH Per EA 1063 8-22.5 4 Plastic Traffic Letter $ 31- $ IWSDOT EACH Per EA �� 1 1065 8-22.5 3.32 Raised Pavement Markers $ �' Dab $ WSDOT HUNDRED Type I Per cwQl� HUNDRED 1070 8-22.5 0.66 Raised Pavement Markers WSDOT HUNDRED Type 1 W Per J vf— _� HUNDRED 1075 8-22.5 1.30 Raised Pavement Markers $ 330E $ p WSDOT HUNDRED 2YtY,� Per HUNDRED 1077 8-04.5 284 Cement Concrete Extruded Curb $ Lo— $ / dD KSP LN FT Type 6 Per LF 76Lr S ��p -14 1085 1-10 5 240 Traffic Control Labor $ y!r— $ KSP HOURS - Per HR 1090 1-10.5 80 Traffic Control Supervisor $ S7 $y�GQ KSP HOURS Per HR 2007 Asphalt 1 Pro mtt Number 07-001 ohnson 22 ICON Materials, A Division of May 24 2om CPU Oevelopment Corporation SCHEDULE VI— 152nd Avenue SE ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1095 8-20.5 6 6' Diameter Traffic Loop $ ��6 $ 772 KSP EACH Per EA 1100 7-05.5 10 Thermoplastic Storm Drain $ $ �� KSP EACH Pollution Marker Per EA 1105 8-23.5 1,350 Temporary Pavement Markings $ (�' ID $/ WSDOT LN FT Per LF 1110 1-10.5 192 Construction Signs, Class A $ �/ $ KSP SQ FT — --- Per SF ?i e4-7 1115 5-04.5 4,542 Fabric Reinforcement $ $� �/Lp KSP SQ YDS Per SY -7 ---7Z01ce- , 1120 1-10.5 15 Portable Changeable Message $ (sue' $ KSP DAYS Sign (PCMS) Per DAY .�4 Schedule VI Total = 2007 Asphalt Overlays/Johnson 23 ICON Materials A Division of May 24,2007 Project Number 07-3001 r VIA DeveiD0m4nf Corporation SCHEDULE VII-S. 192nd Street ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT i1000 5-04.5 3,700 Planing Bituminous Pavement $ �' $�o/ V KSP SQ YDS Per SY ooSS 1003 5-04.5 11 HMA Class B, PG 64-22 $ & $/�6 in KSP TONS Per TON (1 & -7m7flx" 1005 5-04.5 1,057 HMA for Full Width Overlay $ $l r KSP TONS Class B PG 64-22 Per TON (��, 935 CO- t1006 2-02.5 52 Remove Existing Asphalt KSP SQ YDS Concrete Pavement Per SY 1007 2-02 5 200 Saw Cut Existing Asphalt $ `� $ KSP LN FT Concrete Pavement Per LF 1008 2-03.5 109 Roadway Excavation, Including $ 3 ge $ WSDOT CU YDS Haul Per CY 1009 4-03.5 40 Gravel Borrow, Including Haul $ .J /— $� KSP TONS and Compaction Per TON /6 A'Ir - -1z -7m/0-- 1010 8-13.5 2 Adjust Existing Monument Case $ $5 70 ' KSP EACH and Cover to Finished Grade Per EA 7 1011 4-04.5 11 Crushed Surfacing, Top Course, $ KSP TONS 5/8 Inch Minus Per TON -7 -�(w -vz-- 2007 Asphalt Overlays/Johnson 24 ICON Materials,A Division of May 24,2007 Prolea Number 07-3001 GPM Development Corporation ' SCHEDULE VII—S 192nd Street ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1012 4-04.5 18 Crushed Surfacing Base Course, $ l j�l $ 7 KSP TONS 1-1/4 Inch Minus Per TON 1015 7-05 5 13 Adjust Existing Manhole Cover to $ 76-- $� eLL KSP EACH Finished Grade Per EA 1020 8-09 5 1 Remove Miscellaneous Traffic $ KSP LUMP SUM Items Per LS 1025 7-12 5 15 Adjust Existing Valve Box Top $ $// KSP EACH Section and Lid to Finished Grade Per EA `IJ 7S 1035 8-22.5 79 Plastic Stop Line $ $ WSDOT LN FT Per LF ��7 1065 8-22.5 10.58 Raised Pavement Markers $ $ 150 WSDOT HUNDRED Type lY Per `� �� a Q��/�� HUNDRED 1070 8-22.5 3.52 Raised Pavement Markers $ $ 0 WSDOT HUNDRED Type 1 W Per 70LI—= HUNDRED GOLF. --1�7 � 1075 8-22.5 1.76 Raised Pavement Markers $ 03� $ WSDOT HUNDRED Type 2YY Per HUNDRED 1080 8-22.5 .88 Raised Pavement Markers $ 33n-L'�> $ CiO `7 WSDOT HUNDRED Type 2WVA' Per —; j/ 17cN� HUNDRED ��- 7 J 2007 Asphalt Overlays/Johnson 25 iCON Materials A Division of May 24,2007 Project'Number 07-3001 r LCRI Oevelonment Corporation SCHEDULE VII—S. 192nd Street ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1085 1-10.5 200 Traffic Control Labor $ `1{/"' $ KSP HOUR Per HR 1090 1-10.5 60 Traffic Control Supervisor $ Jr�� $'5y� KSP HOUR Per HR 1 1100 7-05.5 10 Thermoplastic Storm Drain $ $ KSP EACH Pollution Marker Per EA ( 1105 8-23.5 1,850 Temporary Pavement Markings $ 4"w $ /�� WSDOT LN FT Per LF 1110 1-10.5 192 Construction Signs, Class A $ /7-0 $ ?��(� jKSP SQ Fr Per SF J 1120 1-10.5 10 Portable Changeable Message $ $ KSP DAYS Sign(PCMS) Per DAY Schedule VII Total $ r ai 3, 1(0 .rlo 2007 Asphalt Overlaysllohason 26 ICON Materials, A Division of May 24,2007 Project Number 07-3001 CPU Development Corporation SCHEDULE VIII—S. 194th Street. ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1000 5-04.5 3,744 Planing Bituminous Pavement $ KSP SQ YDS Per SY 1003 5-04.5 21 HMA Class B,PG 64-22 $ KSP TONS Per TON L1005 5-04.5 1,100 HMA for Full Width Overlay $ KSP TONS Class B PG 64-22 Per TON zr fV �'0 4 _1a1OZ7 — 1006 2-02.5 101 Remove Existing Asphalt $ & KSP SQ YDS Concrete Pavement Per SY lJ 1007 2-02.5 250 Saw Cut Existing Asphalt $p� $ C KSP LN FT - Concrete Pavement Per LF mil/ 1008 2-03.5 211 Roadway Excavation, Including $ 3- � $ WSDOT CU YDS Haul Per CY 7/7�/ oU 1009 4-03.5 78 Gravel Borrow, Including Haul $ � KSP TONS and Compaction Per TON 1010 8-13.5 2 Adjust Existing Monument Case $ 70__--_ KSP EACH and Cover to Finished Grade Per EA l a,11 $Zxe 1011 4-04.5 20 Crushed Surfacing Top Course, $ 07/ ' $ �^QO KSP TONS 5/8 Inch Minus Per TON J/� Or- 2007 Asphalt Overlays/Johnson 27 May 24,2007 Project Number 07-3001 ICON Materials,A Division of CPM Development Corporation SCHEDULE VIII—S 194th Street. ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1012 4-04.5 34 Crushed Surfacing Base Course, $ $�19U KSP TONS 1-1/4 Inch Minus Per TON va 1015 7-05.5 11 Adjust Existing Manhole Cover to $ �� $2 � KSP EACH Finished Grade QQ Per EA 3, 135 1017 2-02.5 30 Remove Cement Concrete Curb $ 7 KSP LN FT and Gutter Per LF l 7, —vel— �%— 1020 8-09.5 1 Remove Miscellaneous Traffic $ 93(p $ 936 KSP LUMP SUM Items Per LS r7QrA 1025 7-12.5 15 Adjust Existing Valve Box Top $ of�/ $/llv�76- KSP EACH Section and Lid to Finished Grade Per EA 17 /6C'2�/ �� ier � 1035 8-22.5 64 Plastic Stop Line $ 10 WSDOT LN FT Per F i 0-- 1050 8-22.5 1,872 Double Yellow Center Plastic Line $ $/�679 � WSDOT LN FT Per LF oa- /�ab 1075 8-22.5 1.78 Raised Pavement Markers $ 3,6-- $ / 5$ 70 zvo WSDOT HUNDRED Type 2YY Per '7 -71 A �, _� � HUNDRED t1076 8-04.5 30 Cement Concrete Curb and Gutter $ $ 9 q 70� KSP LN FT Per LF 2007 Asphalt Overlays/Johnson 28 May 24,2007 Project Number 07-3001 ICON Materials,A Division of CPN Development Corporation SCHEDULE VIII—S. 194th Street. ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT cl� 1085 1-10.5 200 Traffic Control Labor $ 1 $ G� KSP HOURS Per HR 1090 1-10.5 60 Traffic Control Supervisor $ '5'70 $ KSP HOURS Per HR �y� OZ9 1100 7-05.5 12 Thermoplastic Storm Dram $ (� $ �3p�— KSP EACH Pollution Marker Per EA 1105 8-23.5 1,872 Temporary Pavement Markings $ � $ /Q 7 aCO WSDOT LN FT Per LF ((// 1110 1-10.5 192 Construction Signs,Class A $ /!T $ KSP SQ FTf" Per SF 37 � 1115 5-04.5 7,488 Fabric Reinforcement $ cq� $/I/ KSP SQ YDS Per SY 1120 1-10.5 10 Portable Changeable Message $ (O� $KSP DAYS DAYS Sign(PCMS) Per DAY r� �ltm- Schedule VITI Total tom Asphak overlay0ohnson 29 ICON kiaterials, A Division of May 24,2007 rg Pect Number, 07-3001 CPM Development Corporation ! BID SUMMARY Schedule I S °0 0 Schedule II gy< co Schedule 111 6' 7 c17 d Schedule IV Oq c2 O 76 Schedule V C U 5, Sd Schedule VI 5i 0 7• Schedule VII 4� 3 w Schedule VIII //�q 1�b TOTAL BID AMOUNT 'Z 93,° a 0 i i t i f 2007 Asphalt OverlayslJohnson 30 ICON Materials,A Division of May 24,2007 Project Number 07-3001 CPR Development Corporation ■ CITY OF KENT SUBCONTRACTOR LIST (Contracts over$100,000) tList 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: 2007 Asphalt Overlays PROJECT NUMBER: 07-3001 Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers t Subcontractor Name Item Numbers ' Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name ' Item Numbers Subcontractor Name Item Numbers CONTRACTOR'S SIGNATURE DAVID GENT 2007 Asphalt Overlays/Johnson 31 May 24,2007 Project Number 07-3001 ICON Materials,A Division of CPM Development Corporation CONTRACTOR'S QUALIFICATION STATEMENT COMPLETE AND SIGN THIS FORM AS PART OF YOUR BID. FAILURE TO PROPERLY COMPLETE THIS FORM MAY 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. 1 The Undersigned certifies under oath that the information provided herein is true and sufficiently complete so as not to be misleading. ICON Materials, a Division of SUBMITTED BY: CPM Development Corporation NAME. David Gent ADDRESS. PO Box 88050 Tukwila, WA 98138-2050 i PRINCIPAL OFFICE: 6819 So. 228th Street Kent, WA 98032-2961 1. ORGANIZATION 1.1 How many years has your organization been in business as a Contractor? 47 years 1.2 How many years has your organization been in business under its present business names ICON Materials, now a trade name, was the company's corporate name (ICON Materials, Inc. ) since 6/9/200 1.2.1 Under what other or former names has your organization operated? M.A. Segale, Inc. 1.3 If your organization is a corporation, answer the following: 1.3.1 Date of incorporation: 07-26-1984 1.3.2 State of incorporation: Washington 1.3.3 President's name: Jeffrey S. Schaffer 1.3.4 Vice-president's name(s)• James Radich 1.3.5 Secretary's name: Paul Salisbury 1.3.6 Treasurer's name: Paul Salisbury 1.4 If your organization is a partnership, answer the following• I 1.4.1 Date of organization: 1.4.2 Type of partnership (if applicable): 1.4.3 Name(s) of general partner(s): 2007 Asphalt Overlays/Johnson 33 May 24,2007 Project Number 07-3001 1.5 If your organization is individually owned, answer the following: 1.5.1 Date of organization: 1.5.2 Name of owner: 1.6 If the form of your organization is other than those listed above,describe it and name the principals• 2. LICENSING 2.1 List jurisdictions and trade categories in which your organization is legally qualified to do business, and indicate license numbers, if applicable. ICONM**982CF WA State, King, Pierce & Snohomish Counties Heavy Constr/Asphalt Paving 2.2 List jurisdictions in which your organization's partnership or trade name is filed. Washington State Trade name (ICON Materials) 3. EXPERIENCE 3.1 List the categories of work that your organization normally performs with its own 1 forces. Site Development, Asphalt concrete paving, Sand E Gravel and related processing. 3.2 Claims and Suits. (If the answer to any of the questions below is yes,please attach Idetails ) 3.2.1 Has your organization ever failed to complete any work awarded to it9 NO 3.2.2 Are there any judgments,claims, arbitration proceedings or suits pending or NO outstanding against your organization or its officers? 3.2.3 Has your organization filed any law suits or requested arbitration with regard NO to construction contracts within the last five years? 3.3 Within the last five years,has any officer or principal of your organization ever been NO an officer or principal of another organization when it failed to complete a construction contract? (If the answer is yes,please attach details.) 3.4 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. 3.4.1 State total worth of work in progress and under contract: 85 + Million 3.5 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. 1 3.5.1 State average annual amount of construction work performed during the past five years: Average for this time frame is $78 million / year 3.6 On a separate sheet,list the construction experience and present commitments of the key individuals of your organization. 3.7 On a separate sheet, list your major equipment. 2007 Asphalt Overlays/Johnson 34 May 24,2007 Project Number 07-3001 ICON Materials, A Division of ' CPM Development Corporation Z O_ h h h W (D Lo co Lo Lo LO �O O` 0 (O Lo d' Lo VT V V V M (o V M V rY co N N M N r w f— O O O O O O O (O N 'o 0 o 0 C) 0 0 C 0 0 0 0 0 0 (D 0 0 0 0 0 C) \ \ \ \ \ \ O O \ \ \ \ \ \ \ \ \ t \ \ \ \ \ \ \ Q r r N 0 O r r r O r M M h O O O r 00 M (D r N T O h �- N Q r N r r O r r N N O O r r O O O r r r r O O O r r O r O O r O w w w U M O O V' M M N M O V r co Lo N M O Lo co O CD Lo M O M C) O N O h O O LO V 'cY V M O Lo Lo V W LO N M �t O r Lo O m Lo M M i-- O (O h O O Lo V V Lo r O 7 O M V M O r O to V' M M O h O Lo O M 'I. O r LO in co M O Lo M N N N (D N M Lo Lo !, O N M M "r h N O O h Lo O LO 4 M M 00 CD O M N N N V V C' CV 4 6 O N N 7 r r 1L N C) O N M O M O r M M N N h h (O h N (D O Lo M N h M (o (D I, M d' M M (O M V m h V'M N O N N M M h 'It h "I. O d'CD w O M W Lo N Lo V' V' h 7 N O M M M M M D A e M O O O D M M M M M M M e D O O O M U5 O o o o Lo O CD Lo o (fl O CD o o N to lD o Ln f Lo U. O O N O O to , H U H O O U 0 c c o o Y c E _ _ a N N w O w C L C N C N L f0 0 L a) L N rn 01 O) O Y @ Vl O N O 0) L .U-. 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Z U J c N o d c C J G W O N C C u) CO O (n � (O J L � c Co c H I- F I- U c c f- w co a`) U m c m e d w o P T O O O O E T 0 � o O O o 0 0 > Z 0 o U L c .0 c ❑ ❑ ❑ ❑ u) c c c 0 ❑ ❑ t� a c Co Y c ❑ Y > u Q (o 0 > > m L c c m o w 0 Coa) _ o � 0) a) � 0 Q ¢ V w Y Q 0 M m m (a m o Q L 0 c LL U c (Cn w l- a o (� o S 0 o U U) U) in v) o U 0 0 0 0 U) in o N 0 0 0 w 0 0 z w oo `o U c Q Q Q Q o c) m w w Q Q o 0 0 �> Q w t c " a W 30 a o a m _m @ a) o w a) m J a) rn m m C) U L a a) 0 Of > m T c M o 0 Z o E E o n _0 c (D a) 3 J E c (D m 0 0 H 0_ c a) c r 0 O > L E o m a) T f— N O > T T T T T m U O_ a 0 "0 (o m a) > m M O (6 U a) U O a) a (D (6 (6 (6 L w E y L CL U U Q c4 > a a) > r aa)i y p 0 o a>> n > Q mcu m m o co E > ° Y > u) > 0 0 > o N a m 0 -0 ❑ O c c h a > > > " 0 J a) - a� Y E J c c T T > a (D 0 w 0 2 cn m a O rn 0 0 3 d co L 0 > O M Q 00 (9 N Ia a) > V1 i0 >, N c0 LO Co c6 H a h r L 3 0 U U) c U c 3 L ` ` o c d L f° �> c ` L a L L 10 E w 0 w U c > o c a a) a) m n E o 0 a U) a s z o m m 0 o 0 U O n) o O O N > > f- > m O = > m � _CQGcn 0z a, (n � � ¢ ooL ` ¢ < L) co ¢ °� aa (n r E E LO LO LO N U c E v Q v �r v v T 0 c M M E N N z o 0 0 a) LO W o 0 0 0 C) 0 � o 0 CD a o o O U) f N N N ' a s LL CO N `1 N N N N U) Z r N a N N U1 N N I U a Item 3.4 & 3.5 i ICON MATERIALS A Division of CPM Development Corporation CONSTRUCTION EXPERIENCE OF PRINCIPAL INDIVIDUALS Years of Construction Name Position Type of Work Experience Jim Radich President ICON Heavy Construction 24 x Jeff Thomas Operations Manager Construction 22 Brooke Foehringer HR Generalist Human Resources 7 Laurie Pinard Corporate Counsel Construction 20 Bruce Harjehausen Construction Div Mgr. Construction 27 David Gent Asphalt Div Manager Heavy Construction 25 Pat Skube Chief Estimator Asphalt/Construction 26 W Michael Becker Estimator/Project Manager Construction 50 Charles Coffey Estimator/Project Manager Construction 27 Jim McCartney Asphalt Superintendent Construction 28 Gary Babick Paving Superintendent Construction 34 Jim Branch Grading/Project Foreman Construction 33 William Whitfield Environmental/QC Manager Construction 26 Item 3.6 (Rev 04107) I ICON MATERIALS A Division of CPM Development Corporation EQUIPMENT LIST: MAJOR ITEMS ONLY 1 DESCRIPTION AND AGE QUANTITY CAPACITY OF ITEMS (YEARS) CONDITION 1 John Deere Dozers 650 3 Excellent 7 Cat Dozers D-4, D-6, D-8 & D-9 1-17 Excellent 2 John Deere Loaders 744HMH, 824J 1-3 Excellent 2 Cat Loaders 950 & 966 8-21 Good 1 Cat Loader 980C 25 Good 4 Cat Loaders 988B, 988F, 988G 1-11 Excellent 1 Cat Loader 990G 1 Excellent 11 Cat Graders 12, 14, 140G 12-23 Good 3 Athey Graders AB6905, AB696 13-19 Very Good 7 Cat and John Deere 1 to 5 CY 1 - 11 Very Good Hydraulic Excavators 8 John Deere Rubber Tired 1 CY 1-13 Very Good Backhoes 1 Midland Road Widner New Excellent 12 Euclid, Cat 25, 30, 35, & 50 Ton 5 - 19 Very Good Off-Highway End Dumps 26 Rollers / Compactors Self-Propelled, Vibratory, Static, 1-15 Excellent Smooth, Sheeps-Foot 3 Pettibone & Grove Cranes 35, 40 Ton 21-32 Good 79 Pumps Up to 700 H.P. New - 11 Excellent 6 Asphalt Pavers Cat & Layton Up to 700 T.P.H. 1 - 8 Excellent 1 Material Transfer Device Road Tech Shuttle Buggy 5 Excellent 70 Mack Hwy. Trucks & Trailers Comb. End Dumps & Semis New.- 14 Excellent 10 Freightliner Comb. Transfers New Excellent 5 Truck Scales & (2 Portable) 30 to 150 Ton 9 - 19 Excellent 70 Maint. & Operation Vehicles Various New - 16 Very Good 1 Complete Crushing Plant 300 to 900 T.P.H. 2 - 17 Excellent 2 Asphalt Plants 100 to 500 T.P.H. 16 - 37 Very Good EquiplMajor Equip I-st Item 3.7 (Rev 03/07) 4. REFERENCES 4.1 Trade References: A.G.C., Asphalt Paving Assoc. of WA 4.2 Bank References: National Asphalt Paving Assoc. Bank of America 4.3 Surety: Fidelity £ Deposit Co. of Maryland 4.3.1 Name of bonding company: MM Yg RCS Nun; Tina Davis Insr Services 4.3.2 Name and address of agent: 15 West So. Temple Ste 700 Salt Lake City, Utah 84101 5. FINANCING 5.1 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. 5.1.1 Attach a financial statement,preferably audited,including your organization's latest balance sheet and income statement showing the following items: 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) 5.1.2 Name and address of firm preparing attached financial statement, and date thereof: 5.1.3 Is the attached financial statement for the identical organization named on page one? 5.1.4 If not,explain the relationship and financial responsibility of the organization whose financial statement is provided(e.g.,parent-subsidiary). 2007 Asphalt Overlays/Johnson 35 May 24,2W7 Project Number 07-3001 ICON Materials, A Division of CPM Development Corporation 5.2 Will the organization whose financial statement is attached act as guarantor of the contract for construction) j6. SIGNATURE 6.1 Dated at this 12th day of June 2007. 17CON Materials, a Divsion of Name of Organization: CPM Development Corporation By: Title: vid Gent Asphalt Division Manager David Gent 6.2 ,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 12 day of June , 2007. y -, �mY �� � �T tit Notar Public: My Commission Expires: June 29, 2008 i cn� . OU8L1G 414is��` s;29.0a.• A` Alto it WAS-' 2W7 Asphalt Overlays/Johnson 36 May 24,2007 Project Number 07-3001 ICON Materials, A Division of CPM Development Corporation PROPOSAL SIGNATURE PAGE The undersigned bidder hereby proposes and agrees to start construction work on the Contract, if awarded to him/hei, on or before ten (10) calendar days from the date of the Notice to Proceed, and agrees to complete the Contract within sixty five(65) 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 be bound by all terms, requirements and representations listed in the bid documents whether set forth by the City or by the Bidder. ICON Materials, A Division of DATE: 6 /z CPM Development Corporation NAME OF ,=,, BY: nature avid Gent Asphalt Division Manager (Print Name and Title) PO Box 88050 Address Tukwila, WA 98138-2050 2007 Asphalt OverlaystJohnson 37 May 24,2007 Project Number 07-3001 CPM DEVELOPMENT CORPORATION CORPORATE OFFICE•5111 E BROADWAY•SPOKANE VALLEY,WA 99212 P O BOX 336E •SPOKANE,WA 99220-3366•OFFICE (509)534-6221 •FAX (509)534-3839 CERTIFICATE OF AUTHORITY Please be advised that the Individuals whose names, titles and signatures appear below are authorized to execute proposals, contracts, bonds, and other documents and/or Instruments on behalf of CPM Development Corporation, d/b/a ICON Materials ICON Materials is a CPM Development Corporation trade name Name and Title Signature E James Radich, Vice President Jeffrey D. Thomas, Operations Manager David Gent, Asphalt Div Manager Pat Skube, Chief Estimator >c / William M Becker, Estimator/Protect Manager B E Hadehausen, Construction Div Manager Respectfully submitted, CPM DEVELOPMENT CORPORATION Susan L Devaney Vice President of Finance STATE OF WASHINGTON ) ss COUNTY OF SPOKANE ) I certify that I know isfactory evidence that the above named individual is the person who appeared befor e�p vidual acknowledged that she signed this Instrument on behalf of CPM Development N Materials, to be the free an oluntar�ac of s7hrporation for the uses and win� the instrument S • � � Dated �— / i $ .+Qa Signatu of Notary 16. Pnnt or ame TE,a 'i�M'�``���� Notary Public ein and for Notary e State of Washington Residing at S,F, .,Rr e My commiss n expires* MiE PRE * � `�N�waserm�oy CWC ® CO N CRE'E & NS PHA LT ConCRE're Centra,Pre-Mix Central Pre-Mix Inland Asphalt Co Interstate Concrete ICON Materials Wenatchee Central Washincton Concrete Cc Prestress Co &Asphalt Cc Sand and Gravel Concrete BID BOND FORM 1 KNOW ALL MEN BY THESE PRESENTS: That we, ICON Materials, a Division of CPM Development Corp. as Principal, and Fidelity & Deposit Co. of Maryland , as Surety, are held and firmly bound unto the CITY OF KENT, as Obligee, in the penal sum of 5% of Amt 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. The condition of this obligation is such that if the Obligee shall make any award to the Principal for 2007 Asphalt Overlays/Project Number: 07-3001 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 call for bids, then this obligation shall be null and void, otherwise it shall be and remain in full force and effect and the Surety shall forthwith pay and forfeit to the Obligee, as penalty and liquidated damaged, the amount of this bond. SIGNED, SEALED AND DATED THIS 12th DAY OF June 2007. MON Materials, a Division of CP merit Cor INCIPAL DAVID GENT SURETY Attor y-in- ct 20_. Received return of deposit in the sum of$ 2007 Asphalt Overlays/Johnson 38 May 24,2007 Project Number 07-3001 ; i Power of Attorney FIDELITY AND DEPOSIT COMPANY OF MARYLAND ' KNOW ALL MEN BY THESE PRESENTS That the FIDELITY AND DEPOSIT COMPANY OF MARYLAND,a corporation of the State of Maryland,by M P HAMMOND,Vice President,and GERALD F HALEY, Assistant Secretary, in pursuance of authority granted by Article VI,Section 2,of the By-Laws of said Company, are set forth on the reverse side hereof and are hereby certified to be in full force and effect on the date h e des by nominate,constitute and appoint David GENT,Bruce HARJEHAUSEN,Laurie A.PINA san QUINZEL, James RADICH and Paul D.SALISBURY,all of Kent,W its nt and Attorney-in- Fact,to make,execute, seal and deliver,for,and on o a Any and all bid bonds issued on behalf of ICON Materials(d p it ent,Washington each in a penalty not to exceed the sum of$1,000 0 ion o ertakmgs m pursuance of these presents,shall be as binding upon said C�f d and purposes,as if they had been duly executed and acknowledged by th e r e Company at its office m Baltimore, Md ,m their own proper persons This power of attorn th on behalf of David GENT,Bruce HARJEHAUSEN,Laurie A PINARD,Jeffrey Y D THOMAS,Susan James RADICH,Paul D SALISBURY,dated September 27, 2006 The said Assistant Secretary does hereby certify that the extract set forth on the reverse side hereof is a true copy of Article VI, Section 2,of the By-Laws of said Company,and is now in force IN WITNESS WHEREOF, the said Vice-President and Assistant Secretary have hereunto subscribed their names and affixed the Corporate Seal of the said FIDELITY AND DEPOSIT COMPANY OF MARYLAND, this loth day of October, AD 2006. ATTEST- FIDELITY AND DEPOSIT COMPANY OF MARYLAND 'gyp DEPpsff ti ��Vr O im _ O \4P\ BY Gerald F. Haley Assistant Secretary M. P Hammond Vice President State of Maryland City of Baltimore ss: ' On this loth day of October, A.D. 2006, before the subscriber, a Notary Public of the State of Maryland, duly commissioned and qualified,came M P HAMMOND,Vice President,and GERALD F HALEY, Assistant Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, to me personally known to be the individuals and officers ' described in and who executed the preceding instrument, and they each acknowledged the execution of the same, and being by me duly sworn,severally and each for himself deposeth and saith,that they are the said officers of the Company aforesaid, and that the seal affixed to the preceding instrument is the Corporate Seal of said Company, and that the said Corporate Seal and their signatures as such officers were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporation IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my Official Seal the day and year first above written. 0ee"O�;h!hIr Maria D Adamski Notary Public ' My Commission Expires. July 8,2007 POA-F 020-8022U EXTRACT FROM BY-LAWS OF FIDELITY AND DEPOSIT COMPANY OF MARYLAND , "Article VI, Section 2 The Chairman of the Board,or the President, or any Executive Vice-President,or any of the Senior ' Vice-Presidents or Vice-Presidents specially authorized so to do by the Board of Directors or by the Executive Committee, shall have power, by and with the concurrence of the Secretary or any one of the Assistant Secretaries, to appoint Resident Vice-Presidents, Assistant Vice-Presidents and Attorneys-in-Fact as the business of the Company may require, or to ' authorize any person or persons to execute on behalf of the Company any bonds, undertaking, recognizances, stipulations, policies, contracts, agreements, deeds, and releases and assignments of judgements, decrees, mortgages and instruments in the nature of mortgages, and to affix the seal of the Company thereto" CERTIFICATE , I,the undersigned,Assistant Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND,do hereby certify that the foregoing Power of Attorney is still in full force and effect on the date of this certificate,and I do further certify that , the Vice-President who executed the said Power of Attorney was one of the additional Vice-Presidents specially authorized by the Board of Directors to appoint any Attorney-in-Fact as provided in Article VI, Section 2, of the By-Laws of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND. This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the ' Board of Directors of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at a meeting duly called and held on the loth day of May, 1990 RESOLVED "That the facsimile or mechanically reproduced seal of the company and facsimile or mechanically ' reproduced signature of any Vice-President, Secretary, or Assistant Secretary of the Company, whether made heretofore or hereafter, wherever appearing upon a certified copy of any power of attorney issued by the Company, shall be valid and binding upon the Company with the same force and effect as though manually affixed " ' IN TESTIMONY WHEREOF,I have hereunto subscribed my name and affixed the corporate seal of the said Company, this 12th day of June 2007 ' ��AZ4&-U Assistant Secretary r ' CITY OF KENT COMBINED AFFIDAVIT & CERTIFICATION FORM: ' NON-COLLUSION, MINIMUM WAGE (NON-FEDERAL AID) NON-COLLUSION AFFIDAVIT ' Being first duly sworn,deposes and says, that he/she is the identical person who submitted the foregoing proposal or bid, and that such bid is genuine and not sham or collusive or made in the interest or on behalf of any person not therein named, and further, that the deponent has not directly induced or solicited any other bidder on the foregoing work equipment to put in a sham bid, or any other person or corporation to refrain from bidding, and that deponent has not in any manner sought by collusion to secure to himself/herself or to any other person any advantage over other bidder or bidders. 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 FOR;NON-COLLUSION AFFIDAVIT AND MINIMUM WAGE AFFIDAVIT ' 2007 Asphalt Overlays Project Number: 07-3001 NAME OF PROJECT ICON Materials, A Division of ' CPM Development Corporation NAME OF BIDDER'S FIRM SIGNATURE OF AUTHORIZED REPRESENTATIVE OF BIDDER ' DAVID GENT Subscribed and sworn to before me this 12th day of June ,2007. a ��gS10N c4•'•y y�y �10TAR1. S �•® f Notary Public in and for the State of Washington, 01, ;p PUBUG 0-+ f residing at Bonney Lake '��F WASN��.C'�! 2007 Asphalt Overlays/i t!lA������ 39 May 24,2007 Project Number 07-3001 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..................................mk_11�/ Tableof Contents Sheet........................................................................................... ' Call for Bids..............................................................................................................9-, ContractorCompliance Statement.........................................................................0� Date................................................................................................................i, Have/have not acknowledgment.................................................................71/� Signature and address.................................................................................9' Declaration-City of Kent Equal Employment Opportunity Policy..................C� Dated and signed..........................................................................................C11 City of Kent Administrative Policy........................................................................L-�/ Proposal....................................................................................................................D' ' First line of proposal-filled in...................................................................0" Unitprices are correct and written in words............................................t� Bid the same trait price for asterisk(*)bid items.....................................7t City of Kent Subcontractor List(over$100K)......................................................D'*� Subcontractorslisted properly...................................................................Tr Signature.......................................................................................................Dll� SubcontractorList(over$1 million)......................................................................C3 '�/ Subcontractorslisted properly...................................................................o Signature.......................................................................................................3' Contractor's Qualification Statement....................................................................3_1� Filled out and notarized ...................................... a, Proposal Signature Page.. ...............................................................................� AllAddenda acknowledged.........................................................................� Date,signed and addressed.........................................................................M ' BidBond Form.........................................................................................................o�r/ Signed,sealed and dated .............................................................................L7 Powerof Attorney........................................................................................C�' (Amount of bid shall equal 5% of the total amount bid) Non-Collusion Affidavit...........................................................................................01__*� Signed, dated and notarized........................................................................M� Bidder's Check List................................................................................................. 0� ' The following forms are to be executed after the Contract is awarded: A) CONTRACT This agreement to be executed by the successful bidder. ' B) PERFORMANCE BOND To be executed by the successful bidder and his 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. t 2007 Asphalt Overlays/Johnson 40 May 24,2007 Project Number 07-3001 1 PERFORMANCE BOND TO CITY OF KENT BOND NO. 8895859 1 KNOW ALL MEN BY THESE PRESENTS: That we, the undersigned, ICON Materials, a Division of CPM Development Corporation as Principal, and Fidelity & Deposit Co, of Maryland a Corporation organized and existing under the laws of the State of Washington, as a Surety 1 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 S 1,342,115.90 ,together with any adjustments, up 1 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. 1 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: 1 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 the 2007 Asphalt Overlays/Project Number: 07-3001 (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 mariner and within the time herein set forth, or within such extensions of time as maybe 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 perfom-lance as ' specified in said contract or from defects appeanng or developing in the material or workmanship provided or performed under said contract within a period of one year after its acceptance thereof by the CITY OF KENT, then and in that evert this obligation shall be void, but otherwise it shall be 1 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 seat(if required by law) of each corporate party is hereto affixed and duly signed by its undersigned representatives pursuant to authority of its govcming body. (SIGNATURES ON FOLLOWING PAGE) 2007 Asphalt Overlays/Johnson 41 May 24,2007 ' praieci Numoer 07.3001 PERFORMANCE BOND PAGE TWO ICON Materials, a Division of TWO WITNESSES: CPM Development Corporation PRINCIPAL 11 J5 BY- TITLE. Dave Gent, Asphalt Div. Manager DATE: June 27, 2007 DATE: June 27, 2007 Susan Quinzel CORPORATE SEAL: Ellen Roth PRINT NAME DATE- FIDELITY AND DEPOSIT COMPANY OF 14ARYLAND SURETY CORPORATE SEAL: BY MARCINDAc4YSDrL ' DATE. JUNE 22, 2007 TITLE: ATTORNEY-IN-FACT LADDRESS: 13500 SW PACIFIC HWY STE 116 TIGARD, OR 97223 CERTIFICATE AS TO CORPORATE SEAL. I herebycertify that I am the Vice Pr srdent fY (�zs�rstarrt��s`ecrctary of the Corporation named as Principal in the ' within Bond; that Dave Gent Who signed the said bond on behalf of the Principal as Asphalt Division Manager Of the said Corporation; that I know his signature thereto is genuine, and that said Bond was duly 1 signed, sealed, and attested for and in behalf of said Corpo tion authority of its governing body. James Radich, Vice President 2007 Asphalt OveelayslJohnson 42 Project Number 07-3001 May t4,2fW7 SURETY ACKNOWLEDGMENT STATE OF UTAH } COUNTY OF SALT LAKE } SS On this 22No day of JUNE, 2007, before me personally came 1 MARCINDA DRYSDALE to me known, who, being by me duly sworn, did depose and say that she is an Attorney-In-Fact of FIDELITY AND DEPOSIT COMPANY OF MARYLAND the corporation described in and which executed the within instrument; that she knows the corporate seal of said corporation, that the seal affixed to the within instrument is such corporate seal, and that she signed the said instrument and affixed the said seal as Attorney-In-Fact of the Board of Directors of said corporation and by authority of this office under the Standing Resolutions thereof. Notary Public 1 NOTArenvnPUR oLmd s ,WO ww EV my 1 1 STAIE OF UTAH 1 1 1 1 1 1 ' Power of Attorney FIDELITY AND DEPOSIT COMPANY OF MARYLAND ' KNOW ALL MEN BY THESE PRESENTS-That the FIDELITY AND DEPOSIT COMPANY OF MARYLAND,a corporation of the State of Maryland.by FRANK E MARTIN JR,Vice President, and ERIC D BARNES,Assistant Secretary, in pursuance of authority granted by Article Vl, Section 2,of the By-Laws of said Qq} ny,which are set forth on the reverse side hereof and are hereby certified to be in full force and effect on the d b ereby nommate, constitute and appoint Tina DAVIS,Marcinda DRYSDALE and Derr 1 o ake City,Utah, EACH its true and lawful agent and Attorney-in-Fact,to mak e v rk behalf as surety,and as its act and deed any and all bonds and undert ecu or undertakings in pursuance of these presents. shall be as binding upon s ri 1 d n 1 ents and purposes as if they had been duly executed and acknowled y ele ompany at its office in Baltimore, Md, in their own proper persons er a on behalf of Karen HONE,Tina DAVIS,Jace PEARSON, Vicki SORENSEN, Yine 1 The said' Assistant es hereby certify that the extract set forth on the reverse side hereof is a true copy of Article VI,Section 2,of the By- s said Company,and is now in force IN WITNESS WHEREOF, the said Vice-President and Assistant Secretary have hereunto subscribed their names and affixed the Corporate Seal of the said FIDELITY AND DEPOSIT COMPANY OF MARYLAND, this 22nd day of August, A D 2005 ATTEST FIDELITY AND DEPOSIT COMPANY OF MARYLAND 'gyp DfPOs�r ti ��4i O O ; W wa..r By Eric D Barnes Assistant Secretary Frank E Martin Jr Vice A-esident State of Maryland 1 ss: City of Baltimore J On this 22nd day of August, A D 2005, before the subscriber, a Notary Public of the State of Maryland, duly commissioned and qualified, came FRANK E MARTIN JR, Vice President, and ERIC D BARNES, Assistant Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, to me personally known to be the individuals and officers described in and who executed the preceding instrument, and they each acknowledged the execution of the same, and being by me duly sworn,severally and each for himself deposeth and saith,that they are the said officers of the Company aforesaid, and that the seal affixed to the preceding instrument is the Corporate Seal of said Company, and that the said Corporate Seal and their signatures as such officers were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporation IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my Official Seal the day and year first above written "aeuu„�' `4�'C� �4 f IG �F•, � ''��❑UDC Maria D Adamski Notary Public My Commission Expires July 8,2007 POA-F 020-8022 . 1 EXTRACT FROM BY-LAWS OF FIDELITY AND DEPOSIT COMPANY OF MARYLAND ' "Article VI, Section 2 The Chairman of the Board, or the President, or any Executive Vice-President,or any of the Senior Vice-Presidents or Vice-Presidents specially authorized so to do by the Board of Directors or by the Executive Committee, shall have power, by and with the concurrence of the Secretary or any one of the Assistant Secretaries, to appoint Resident Vice-Presidents, Assistant Vice-Presidents and Attorneys-in-Fact as the business of the Company may require, or to authorize any person or persons to execute on behalf of the Company any bonds, undertaking, recognizances, stipulations, policies, contracts, agreements, deeds, and releases and assignments of judgements, decrees, mortgages and instruments in the nature of mortgages, and to affix the seal of the Company thereto" 1 CERTIFICATE , I,the undersigned,Assistant Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND,do hereby certify that the foregoing Power of Attorney is still in full force and effect on the date of this certificate. and I do further certify that the Vice-President who executed the said Power of Attorney was one of the additional Vice-Presidents specially authorized by the Board of Directors to appoint any Attomey-in-Fact as provided in Article VI, Section 2, of the By-Laws of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND. This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at a meeting duly called and held on the 1 Oth day of May, 1990 RESOLVED "That the facsimile or mechanically reproduced seal of the company and facsimile or mechanically reproduced signature of any Vice-President, Secretary, or Assistant Secretary of the Company, whether made heretofore or hereafter, wherever appearing upon a certified copy of any power of attorney issued by the Company, shall be valid and binding upon the Company with the same force and effect as though manually affixed" IN TESTIMONY WHEREOF,I have hereunto subscribed my name and affixed the corporate seal of the said Company, this 22ND_ dayof JUNE 2007 J Assistant secretary i i t I 1 1 CONTRACT THIS AGREEMENT, made in triplicate, is entered into between the CITY OF KENT, a Washington municipal corporation ("City"), and ICON Materials, a Division of CPM Development Corporation, organized under the laws of the State of Washington , located and doing business at 6819 So 228th St. Kent, WA 98032-2961 ("Contractor") IWITNESS: 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 2007 Asphalt Overlays/Project Number: 07-3001, Schedules I -VI in accordance with and as described in the Contract Documents and shall perform any alterations in or additions to the work provided under the Contract Documents and every part thereof The Contract Documents shall include all project specifications,provisions, and plans, the City's general and special conditions, the 2006 Standard Specifications for Road, Bridge, and Municipal Construction, as prepared by the Washington State Department of Transportation and the Washington State Chapter of the Amencan 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. 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 sixty five (65) 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 Documents 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 I Contractor to provide the materials and to do and cause to be done the above descnbed work and to complete and finish the same according to the Contract Documents and the terms and conditions herein contained and hereby contracts to pay for the same according to the Contract Documents 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 Documents 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 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, ansmg out of or in connection with the performance of this contract, except for injuries and damages caused by the sole negligence of the City. 2007 Asphalt Overlays/Johnson 43 June 27,2007 Project Number 07-3001 ' 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 1 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. 1 1 1 2007 Asphalt Overlays/Johnson 44 June 27,2007 ProjectNunber 07-3001 ' IN WITNESS WHEREOF the parties hereto have caused this agreement to be executed the day and year first heremabove written. CITY OF KENT BY: 1 E TE COOKE, MAYOR DATE .7 -r/ aa7 ATTEST: d1/�•;tnrlNio 4r/ s,11 ah�i oA1 s. Q2�d�rC /vt i 1�r Cl�Crft APP VED AS TO FORM: J LAW(rRTMENT CONTRACTOR ICON Materials, a Division of CPM Development Corporation BY PRIN AME: David Gent TITLE: Asphalt Division Manager DATE:_ June 27, 2007 1 WITNESS, if INDIVIDUAL OR PARTNERSHIP: 2007 Asphalt Overlays/Johnson 45 June 27,2007 Project Number 07-3001 STATE OF WASHINGTON ) 1 ) ss COUNTY OF KING ) On this 27 day of June , 2007, before me personally appeared David Gent and to me known to be Asphalt Division Manager and of the corporation/individual that executed the within and foregoing instrument, and acknowledged said instrument to be free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that they were authonzed to execute said instrument and that the seal affixed is the corporate seal of said corporation. IN WITNESS WHEREOF, I have hereunto set my hand and official seal the day and year first above written. ;rS01. �i c° NpTA/�Y 9�: Ellen Roth "® 3 NOTARY PUBLIC in and for the State "f,c#'*'; �'U3l tG ;'p=? of Washington,residing at Bonney Lake i �� s?9:Q$'. C�A�= My appointment expires 06-29-08 `WA&S%kN i i I t � 1 1 2007 Asphalt Overlays/Johnson 46 June 27,2007 Proje.t Number 07-3001 L EXHIBIT A INSURANCE REQUIREMENTS FOR CONSTRUCTION PROJECTS 1 Insurance The Contractor shall procure and maintain for the duration of the Agreement, insurance against claims for injuries to persons or damage to property which may arise from or in connection with the performance of the work hereunder by the Contractor, their agents, representatives, employees or subcontractors A. Minimum Scope of Insurance Contractor shall obtain insurance of the types described below• 1. 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. 2 Commercial General Liability insurance shall be wntten on ISO occurrence form CG 00 01 and shall cover liability arising from premises, operations, independent contractors I and personal injury and advertising injury The City shall be named as an insured under the Contactor's Commercial General Liability insurance policy with respect to the work performed for the City. 1 3. Excess Liability insurance covering both the Commercial General Liability and Automobile policies 4. Workers' Compensation coverage as required by the Industrial Insurance laws of the State of Washington B. Minimum Amounts of Insurance Contractor shall maintain the following insurance limits: 1. Automobile Liability insurance with a minimum combined single limit for bodily injury and property damage of$1,000,000 per accident. 2. Commercial General Liability insurance shall be written with limits no less than $1,000,000 each occurrence, $2,000,000 general aggregate and a$2,000,000 products- completed operations aggregate limit. 3 Excess Liability insurance shall be written with limits no less than$1,000,000 per occurrence in excess of both the CGL and Auto Liability policies cited above. tC. 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 t2007 Asphalt Overlays/Johnson 47 May 24,2007 Project Number 07-3001 t EXHIBIT A (continued) 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 Insurance 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. Waiver of Subrogation 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. Acceptability of Insurers Insurance is to be placed with insurers with a current A.M. Best rating of not less than A VII. 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. H. Subcontractors 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. t2007 Asphalt Overlays/Johnson 48 May 24,2001 Project Number 07-3001 Certificate of Insurance THIS CERTIFICATE ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHT UPON YOU THE CERTIFICATE HOLDER THIS CERTIFICATE IS NOI AN INSURANCE POLICY AND DOES NOT AMEND EXTEND OR ALFER THE COVERAGE AFFORDED B�THE POLICIES LISTED BELOW This is to Certify that Icon Materials A Division of CPM Development Corp ' PO Box 88050 NAME AND Liberty ADDRESS Tu kwila WA 98138-2050� OF INSURED Mutuals s,at the issue date of this certificate,insured by the Comparty wider the polney(nes)listed below The insurance afforded by the listed polwy(ws)is subject to all thou terms,exclusions and Conditions and is not altered by ariv requirement,term or condition of any contract or odnar document with respect to winch this certificate may he issued EXP DATE TYPE OF POLICY CONTIvuous POLICY NUMBER LIMIT OF LIABILITY ❑EXTENDED ' ®POLICY TERM WORKERS WA7-C8D-00 40 9 5-026 COVERAGE AFFORDED UNDER WC EMPLOYERS LIABII.ITY 9/1/2007 LAW OF THE FOLLOWING STATES COMPENSATION WC7-CBS-004095-016 ALL STATES EXCLUDING Bodily lnury by Acciden MONOPOLISTICS STATES NY& 1 000 000Es hAecraent WA Bodily Injury By D isease OR,WI $1 000 000 Bodily Injury By Disease 1 000.000 EachNug GENERAL LIABILITY 9/1/2007 TB2-681-004095-116 General Aggregate--Other than Products/Completed Operations 2 000 000 OCCURRENCE Products/Completed Operations Aggregate 2 000 000 ❑CLAIMS MADE Bodily Injury and Property Damage Liability 2 000 000 Per Occurrence RETRO DATE Personal Injury Included" Per Person rOrganvahon Other nluded in BIJPD Lability Fire Damage$100,000,Per Prol t AuareSiate om AUTOMOBILE 9/1/2007 AS2-C85-004095-126 Eac,Accrde Combine Limit LIABILITY $2,000,000 BI AndPD C Combs ed ' OWNED Each Person NON-OWNED Each Accident or Occurrence HIRED Each Accident or Occurrence OTHER EW7-68N-004095-346 9/1/2007 SM 250,000 Auto Comp Dad$10,000lColl Dad$10,000 EXCESS WORKERS' EXCESS WC$20,000,000 COMPENSATION& (INCLUDES WA STOP GAP) EMPLOYERS LIABILITY ELS750,000 PER OCC ADDITIONAL COMMENTS RE: 2007 Asphalt Overlays Project Number: 07-3001 City of Kent is Primary Non-contributory Additional Insured with Waiver of Subrogation Ifthe certificate expiration date r,continuous or extended term,you will be notified of coverage is terminated or reduced before the certificate expiration date SPF,CIA],NOTICEOHIO ANY PERSON WHO,WITH INTENT70 DEFRAUD OR KNOWING THAT HE IS FACILITATING A FRAUD AGAINSTAN INSURER,SUBMM AN APPLICATION OR FILES A CLAIM CONTAINING A FALSE OR DECEPTIVE STATEMENT IS GUILTY OF INSURANCE FRAUD IMPORTANT NOTICE TO FLORIDA POLICYHOLDERS AND CERTIFICATE HOLDERS IN THE EVENT YOU HAVE ANY QUESTIONS OR NEED INFORMATION ABOUT THIS CERTIFICATE FOR AN e REASON,PLEASE CONTACT YOUR LOCAL SALES PRODUCER WHOSE NAME AND TELEPHONE NUMBER APPEARS IN THE LOWER RIGHT HAND CORNER OF THIS CERTIFICATE THE APPROPRIATE LOCAL SALES OFFICE MAILING ADDRESS MAY ALSO BE OBTAINED BY CALLING THIS NUMBER Liberty Mutual NOTICE OF CANCELLATION (NOT APPLICABLE UNLESS A NUMBER OF DAYS IS ENTERED BELOW) Insurance Group BEFORE THE STATED EXPIRATION DATE THE COMPANY WILL NOT C N-E OR REDUCE THE INSURANCE AFFORDED UNDER THE ABOVE POLICIES UNTIL AT LEAST y� DAYS NOTICE OF SUCH CANCELLATION HAS SEEN MAILED TO ./ F—City of Kent 220 4th Ave So. Judith Balazentls C c Pittsburgh/0387 AUTHORIZED REPRESENTATIVE 1Et Kent, WA 98032-5895 12 Federal Street,Ste 310 u Pittsburgh PA 15212-5706 412-231-1331 6-27-07 I OFFICE PHONE DATEISSUED J 507304 This certificate is executed by LIBERTY MUTUAL INSURANCE GROUP as respects such insurance as is afforded by those Companies NM 772 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ' BLANKET ADDITIONAL INSURED This endorsement modifies insurance provided under the following COMMERCIAL GENERAL LIABILITY COVERAGE FORM I SECTION II-WHO IS AN INSURED is amended to include as an insured any person or organization for whom you have agreed in writing to provide liability insurance But ' The insurance provided by this amendment 1 Applies only to "bodily injury"and"property damage" arising out of(a) "your work" or(b)premises or other property owned by or rented to you, 2 Applies only to coverage and minimum limits of insurance required by the written agreement,but in no event exceeds either the scope of coverage or the limits of insurance provided by this policy,and 3 Does not apply to any person or organization for whom you have procured separate liability insurance while such insurance is in effect,regardless of whether the scope of coverage or hmits of insurance of this policy exceed those of such other insurance or whether such other insurance is valid and collectible jThe following provisions also apply 1 Where the applicable written agreement requires the insured to provide liability insurance on a primary, excess,contingent,or any other basis,this pohcv will apply solely on the basis required by such written agreement and Item 4 Other Insurance of SECTION IV of this policy will not apply 2 Where the applicable written agreement does not specify on what basis the liability insurance will apply,the provisions of Item 4 Other Insurance of SECTION IV of this policy will govern 3 This endorsement shall not apply to any person or organization for any"bodily injury" or"property damage"if any other additional insured endorsement on this policy applies to that person or organization with regard to the"bodily injury" or "property damage" 4 If any other additional insured endorsement applies to any person or organization and you are obligated under a written agreement to provide liability insurance on a primary,excess,contingent, or any other basis for that additional insured,this policy will apply solely on the basis required by such written agreement and Item 4 Other Insurance of SECTION IV of this policy will not apply,regardless of whether the person or organization has available other valid and collectible insurance If the applicable written agreement does not specify on what basis the liability insurance will apply,the provisions of Item 4 Other Insurance of SECTION IV of this policy will govern This endorsement is executed by the LIBERTY MUTUAL FIRE INSURANCE COMPANY Premium $ Effective Date 09-01-06 Expiration Date 09-01-07 For attachment to Policy No T132-681-004095-116 Audit Basis Issued To �R� 7 PRESIDENT E Countersigned by _ � - Auth zed Repms nnnve Issued Sales Office and No End Serial No 0387 LN 20 0106 05 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. t WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US This endorsement modifies Insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART ' SCHEDULE Name of Person or Organization: I (If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement) The TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US Conditions (Section IV - COMMERCIAL GENERAL LIABILITY CONDITIONS) is amended by the addition of the following" We waive any right of recovery we may have against the person or organization shown in the Schedule above because of payments we make for injury or damage arising out of your ongoing operations or `your work" done under a contract with that person or organization and included in the "products-completed operations hazard". This waiver applies only to the person or organization shown in the Schedule above This endorsement is executed by the Premium $ Effective Date 09-01-06 Expiration Date 09-01-07 For attachment to Policy No TB2-681-004095-116 Audit Basis Issued To PtX* Q,Jjj SECRETARY -I PRESIDENT i ��ICountersigned by Au oozed Re esentatwe f Issued Sales Office and No End Serial No CG 24 04 10 93 Copyright, Insurance Services Office, Inc., 1992 Page 1 of 1 t t POLICY NUMBER, AS2-C85-004095-126 COMMERCIAL AUTO CONTRACTOR NAME ICON MATERIALS, A DIVISION OF CPM DEVELOPMENT CORP THIS ENDORSEMENT CHANGES THE POLICY PLEASE READ IT CAREFULLY ADDITIONAL INSURED THIS ENDORSEMENT MODIFIES INSURANCE PROVIDED UNDER THE FOLLOWING BUSINESS AUTO COVERAGE FORM GARAGE COVERAGE FORM TRUCKERS COVERAGE FORM BUSINESS AUTO PHYSICAL DAMAGE COVERAGE FORM THIS ENDORSEMENT CHANGES THE POLICY EFFECTIVE ON THE INCEPTION DATE OF THE POLICY UNLESS ANOTHER DATE IS INDICATED BELOW ENDORSEMENT EFFECTIVE 9-1-06 TO 9-1-07 iNAMED INSURED ICON MATERIALS,A DIVISION OF CPM DEVELOPMENT CORP COUNTERSIGNED BY /� �rC�v ) (AUTHORIZED REPRESENTATIVE) SCHEDULE WHO IS AN INSURED IS CHANGED TO INCLUDE AS AN"INSURED"THE ADDITIONAL NAME INSURED LISTED BELOW INSURANCE COMPANY LIBERTY MUTUAL INSURANCE COMPANY ADDITIONAL INSURED City of Kent ' ADDRESS 220 4th Ave So. Kent, WA 98032-5895 DESCRIPTION OF OPERATIONSNEHICLE AS RESPECTS TO ALL OPERATIONS PERFORMED FOR OR ON BEHALF OF THE ADDITIONAL INSURED RE: 2007 Asphalt Overlays Project 07-3001 NOTE: POLICY NEEDS To REFLECT THAT THIS COVERAGE IS PRIMARY AND NONCONTRIBUTORY AND THAT A WAIVER OF SUBROGATION APPLIES t 1 1 t KENT SPECIAL PROVISIONS TABLE OF CONTENTS PAGE DIVISION 1 GENERAL REQUIREMENTS..............................................1-1 1-01 Definitions and Terms . .. .. .. ............... ....... . . ..... .......... 1-02 Bid Procedures and Conditions. . . ........... ... .............................................1-3 1-03 Award and Execution of Contract................. . .. . . ....................................1-5 1-04 Scope of the Work . ......... .. ............... ... ............. ..............................1-7 1-05 Control of Work .................................................................. ....................1-9 1-06 Control of Material ...... ............................................................. .............1-17 1-07 Legal Relations and Responsibilities to the Public......................... ...........1-20 1-08 Prosecution and Progress . . ..... ... ... ................I........................ ... .....1-30 1-09 Measurement and Payment.........................................................................1-34 1-10 Temporary Traffic Control............... ............. . . .....................................1-37 DIVISION 2 EARTHWORK ........................................................................2-1 2-02 Removal of Structures and Obstructions ....................................................2-1 2-03 Roadway Excavation and Embankment ................................................... .2-3 2-06 Subgrade Preparation . . . ...... .................................................... ... 2-3 DIVISION4 BASES .......................................................................................4-1 4-03 Gravel Borrow................... . . ........................... ........................................4-1 4-04 Ballast and Crushed Surfacing......................... .. ......................................4-1 DIVISION 5 SURFACE TREATMENTS AND PAVEMENTS................5-1 5-04 Hot Mix Asphalt.................................................................................... ....5-1 DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS AND CONDUITS....................7-1 7-05 Manholes, Inlets, Catch Basins, and Drywells.................... .......................7-1 7-12 Valves for Water Mains . . . ...............................................................7-3 DIVISION 8 MISCELLANEOUS CONSTRUCTION...............................8-1 8-04 Curbs, Gutters, and Spillways......................................... .. .............. . .... ..8-1 8-09 Raised Pavement Markers .........................................................................8-1 8-13 Monument Cases..... .... ........ . . .. . . .. ... . ... . ........ . .. . ... .8-3 8-20 Illumination, Traffic Signal Systems, and Electrical.......... . . . ..............8-3 8-22 Pavement Marking. ... . . . . . ................... . ............. . . . . ... .... . .8-5 8-23 Temporary Pavement Markings ............................................................ 8-6 DIVISION 9 MATERIALS............................................................................9-1 9-03 Aggregates ..... .... ... ... ............ ......... ... ................. ........... . . . ............9-1 9-29 Illumination, Signals, Electrical........ .........................................................9-1 2007 Asphalt Overlays/Johnson t May 24,2007 Project Number 07-3001 1 1 TABLE OF CONTENTS PAGE KENT STANDARD DETAILS..............................................................................A-I WSDOT STANDARD PLANS...............................................................................A-2 1 CITY OF KENT DEVELOPMENT ASSISTANCE BROCHURE...................A-3 i WSDOT SPECIAL PROVISIONS .......................................................................A-4 i LOCATION MAP AND CROSS SECTIONS .....................................................A-5 TRAFFIC CONTROL PLANS..............................................................................A-6 PREVAILING WAGE RATES.............................................................................A-7 i i i- i i 1 1 1 1 1 i2007 Asphalt Overlays/Johnson 2 May 24,2007 Project Number 07-3001 KENT SPECIAL PROVISIONS The following Kent Special Provisions modify and supersede any conflicting provisions of the 2006 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 ("Standard Specifications"). Otherwise all provisions of the Standard Specifications shall apply. All references in the Standard Specification to the State of Washington, its various departments or directors, or to the contracting agency, shall be revised appropriately to read City and/or City Engineer, except for references to State statutes or regulations. These Kent Special Provisions also modify and supersede the General Special Provisions 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 BY ADDING THE FOLLOWING. ' 1-01.1 General When these Special Provisions make reference to a"Section", for example, "in accordance with Section 1-01", the reference is to the WSDOT Standard Specifications with all modifications as shown in these Special Provisions. ' SECTION 1-01.2(2) IS SUPPLEMENTED BYADDING THE FOLLOWING: 1-01.2(2) Items of Work and Units of Measurement EA Each 1 Eq. Adj. Equitable Adjustment FA Force Account HR Hour M GAL Thousand gallons NIC Not In Contract SF Square Feet ' SECTION 1-01.3 IS SUPPLEMENTED BYADDING THE FOLLOWING: 1-01.3 Definitions 2007 Asphalt Overlays/Johnson 1 - 1 May 24,2007 Project Number 07-3001 Contract Documents The Kent Special Provisions modify and supersede any conflicting provisions of the 2006 Standard Specifications for Road, Bridge, and Municipal construction, as prepared by the Washington State Department of Transportation and the Washington Chapter of the American Public Works Association, including all published amendments issued by those organizations ("Standard Specifications") as of the date of signature by the Engineer Otherwise all provisions of the Standard Specifications shall apply. Finally, all of these documents are a part of this contract Each specification contains all current specifications applicable to a particular work , and may include references which do not apply to this particular project Also incorporated into the Contract Documents by reference are• , 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; ' Incidental Work The terms "incidental to the project," "incidental to the involved bid item(s)," etc., as ' used in the Contract Documents 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. Standard Details A set of specific plans or drawings developed and adopted by the City of Kent, which show frequently recurring components of work that have been standardized for use, hereinafter referred to as the "Standard Details" or the "City of Kent Standard Details." Standard Specifications ' The Standard Specifications for this contract are contained in the following publications: , 1. "2006 Standard Specifications for Road, Bridge and Municipal Construction," prepared by the Washington State Department of Transportation (WSDOT) and ' the American Public Works Association(APWA) Washington State Chapter, including all published amendments issued by those organizations. 2007 Asphalt Overlays/Johnson 1 -2 May 24,2007 ' Project Number 07-3001 2. "Standard Plans for Road, Bridge and :Municipal Construction," current edition, prepared by the WSDOT and APWA, hereinafter referred to as the Standard Plans. ' 3 The current edition of the "National Electrical Code." 4. Manual of Uniform Traffic Control Devices (MUTCD), latest Edition adopted by WSDOT All reference in the Standard Specifications to the State of Washington, its various departments or directors, or to the contracting agency, shall be revised appropriately to read City and/or City Engineer To the extent any inconsistencies exist among any of the four above-listed ' documents, each document appearing on this list shall have pnonty over all documents, if any, listed below it. These publications are incorporated in this contract by this reference. The Contractor should note that these publications contain general conditions to this contract, as well as construction details Responsibility for obtaining these publications rests with the Contractor. 1-02 BID PROCEDURES AND CONDITIONS SECTION I-OZ1 IS DELETED AND REPLACED BY 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 Documents The City of Kent reserves the right to take whatever 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 1 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"). SECTION 1-02.2 IS DELETED AND REPLACED BY THE FOLLOWING. 1-02.2 Plans and Specifications 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 Call for Bids. 2007 Asphalt Overlays/Johnson 1 -3 May 24,2007 Project Number 07-3001 SECTION 1-02.4(1) IS SUPPLEMENTED BY REVISING THE SECOND ITEM 2 OF THE ' 6TH PARAGRAPH: 1-02.4(1) General , 2. The bidder failed to discover a latent ambiguity that would be discovered by a reasonably prudent contractor in preparing its bid , SECTION 1-02.4(2) IS SUPPLEMENTED BYADDING THE FOLLOWING. 1-02.4(2) Subsurface Information , Because of the varying soil composition and ground water levels encountered in various areas and at different seasons of the year, the City makes no representation of such conditions as they may pertain to this project. The Contractor shall be responsible for any and all cribbing, sheet piling, dewatenng, or other construction , methods or procedures that may be necessary to complete the project, and additional compensation therefore will not be allowed unless otherwise specified in this , document The soils information if any, used for design of this project is available for review by the bidder at the following address City of Kent Public Works Engineering Department 400 W. Gowe Street, Second Floor ' Kent, WA 98032 SECTION 1-02.5IS DELETED AND REPLACED BY THE FOLLOWING: , 1-02.5 Proposal Forms Prospective bidders may obtain Bid Documents and a `Bid Proposal' for the , advertised project from the City of Kent upon furnishing a non-refundable payment as specified in the "Call for Bids." 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 SUPPLEMENTED BY OMITTING THE PARENTHETICAL , REFERENCE, "(NOT WORDS),"IN THE SECOND PARAGRAPH AND BYADDING THE ' FOLLOWING NEW SENTENCE TO THE END OF THE THIRD PARAGRAPH: 1-02.6 Preparation of Proposal ALL BLANKS IN THE PROPOSAL FORMS MUST BE APPROPRIATELY FILLED IN, AND ALL PRICES MUST BE STATED IN BOTH WORDS AND FIGURES. 2007 Asphalt Overlays/Johnson 1 -4 May 24,2007 ' Project Number 07-3001 ! SECTION 1-02.6IS SUPPLEMENTED BYADDING THE FOLLOWING TO THE LAST PARAGRAPH: ' Proposals must contain original signature pages FACSIMILES ARE NOT ACCEPTABLE AND ARE CONSIDERED NON-RESPONSIVE SUBMITTALS. ! SECTION 1-02.7IS REVISED BYDELETING THE WORDS "CERTIFIED CHECK" ! 1-02.7 Bid Deposit SECTION 1-02.9 IS DELETED AND REPLACED BY THE FOLLOWING: ! 1-02.9 Delivery of Proposal All bids must be sealed and delivered in accordance with the "Call for Bids." Bids must be received at the City Clerk's office by the stated time, regardless of delivery method, including U.S Mail. SECTION 1-02.11 IS DELETED AND REPLACED BY THE FOLLOWING: ! 1-02.11 Combination and Multiple Proposals ! No person, firm or corporation shall be allowed to make, or 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 thereby disqualified from submitting a subproposal or quoting pnces to other bidders or from making a prime proposal. ! SECTION 1-02.13 IS REVISED BYDELETING ITEM 1(h)AND REPLACING ITEM 1(a) WITH THE FOLLOWING. ! 1-02.13 Irregular Proposals a. The bidder is not prequalified when so required. SECTION 1-02.14 IS REVISED BYDELETING ITEM 3 AND REPLACING WITH THE FOLLOWING: 1-02.14 Disqualification of Bidders 3. The bidder is not qualified or pre-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 BYDELETING THE LAST TWO PARAGRAPHS AND REPLACING WITH THE FOLLOWING: ! 2007 Asphalt Overlays/Johnson 1 -5 May 24,2007 Protect Number 07-3001 1-03.1 Consideration of Bids The City of Kent 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. A bidder who wished to claim error after the Bids have been opened and tabulated shall submit a notarized affidavit signed by the Bidder, accompanied by original ' work sheets used in the preparation of the Bid, requesting relief from the responsibilities of Award. The affidavit shall describe the specific error(s) and certify that the work sheets are the originals used in the preparation of the Bid The affidavit and the work sheets shall be submitted to the Engineer no later than 5.00 p in on the first business day after Bid opening, or the claim will not be , considered The Engineer will review the certified work sheets, to determine validity of the claimed error, and make a recommendation to the City of Kent. If the City , concurs in the claim of error, the Bidder will be relieved of responsibility, and the Bid Deposit of the Bidder will be returned Thereafter, at the discretion of the City, all Bids may be rejected or award made to the next lowest, responsive, responsible Bidder. SECTION 1-03.2 IS REVISED BYREPLACING "45 CALENDAR DAYS" WITH "60 i CALENDAR DAYS"RELATING TO CONTRACT AWARD OR BID REJECTION. 1-03.2 Award of Contract f SECTION 1-03.3 IS DELETED AND REPLACED BY 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 three (3) 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. 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 calendar day for each calendar day after this 10-day period that the successful bidder fails to provide all required documents. 2007 Asphalt Overlays/Johnson 1 -6 May 24,2007 Project Number 07-3001 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 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 his failure to submit the required documents to the City in accordance with the schedule provided in these Special Provisions. SECTION 1-03.4IS SUPPLEMENTED BYADDING THE FOLLOWING TO THE FIRST PARAGRAPH. 1-03.4 Contract Bond 5 Be accompanied by a power of attorney for the Surety's officer empowered to sign the bond 6. Be signed by an officer of the Contractor empowered to sign official statements if the Contractor is a sole proprietor or partner. If the Contractor is a corporation, the bond must be signed by the president or vice-president, unless accompanied by written proof of the authority of the individual signing the bond to bind the corporation (i e , corporate resolution, power of attorney or letter to such effect by the president or vice-president). 7. The "Contract Bond" shall remain in force for one year following the Kent City Council "Final Acceptance Date" of the project to ensure defects are corrected during the one-year guarantee period in compliance with WSDOT Section 1- 05.10 (Guarantees), and the Performance Bond language of the contract. SECTION 1-03.7IS DELETED AND REPLACED BY THE FOLLOWING: 1-03.7 Judicial Review Any decision made by the City of Kent 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 Superior Court of King County, located in Kent, Washington. 1-04 SCOPE OF THE WORK ' SECTION 1-04.1(2) IS DELETED AND REPLACED BY 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. 2007 Asphalt Overlays/Johnson 1 -7 May 24,2007 Project Number 07-3001 SECTION 1-04.2 IS SUPPLEMENTED BYADDING THE WORDS, "KENT SPECIAL PROVISIONS, KENT STANDARD DETAILS"FOLLOWING THE WORDS, "CONTRACT PROVISIONS"IN THE FIRST SENTENCE OF THE FIRST PARAGRAPH. SECTION 1-04.2 IS REVISED BYDELETING ITEMS I THROUGH 7IN THE SECOND PARAGRAPH AND REPLACING WITH THE FOLLOWING. 1-04.2 Coordination of Contract Documents, Plans, Special Provisions, Specifications, ' and Addenda 1. Change Orders ' 2. The Contract Agreement 3. Addenda , 4. Kent Special Provisions 5. Contract Plans 6 Standard Specifications 7. Kent Standard Details 8. Bid Packet Information SECTION 1-04.4 IS REVISED BYDELETING THE THIRD PARAGRAPH. , SECTION 1-04.4IS REVISED BYDELETING THE FIFTHPARAGRAPHAND 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, mcludin any bid item increase or decrease by more than 25 percent from the original planned quantity. SECTION 1-04.S IS REVISED BY DELETING THE STH PARAGRAPH AND REPLACING , WITH THE FOLLOWING: 1-04.5 Procedure and Protest by the Contractor The Contractor accepts all requirements of a change order by (1) endorsing it, (2) writing a separate acceptance, or(3) not protesting in the way this section provides. A change order that is not protested as provided in this section shall be full payment and final settlement of all claims for contract time and for direct, indirect, and , consequential damages or costs, including costs of delays, related to any work either covered or affected by the change , SECTION 1-04.6 IS DELETED IN ITS ENTIRETY. 1-04.6 Variation in Estimated Quantities , 2007 Asphalt Overlays/Johnson 1 -8 May 24,2007 Project Number 07-3001 SECTION 1-04.9 IS DELETED AND REPLACED BY THE FOLLOWING. 1-04.9 Use of Adjacent Properties Limits of construction are indicated or defined on the plans. The Contractor shall confine all construction activities within these limits, unless separate arrangements are made for use of private property. Before using any private property adjoining the work, the Contractor shall file with the Engineer satisfactory evidence of written permission from the property owner to use that private property Upon vacating the premises, the Contractor shall furnish the Engineer with a release from all damages, properly executed by the property owner and in a form satisfactory to the City. The Contractor shall confine its equipment, storage of materials and operation of work to the limits indicated by law, ordinances, permits or direction of the Engineer and shall not unreasonably encumber the premises with its materials. 1-05 CONTROL OF WORK SECTION 1-05.S IS DELETED AND REPLACED BY THE FOLLOWING. 1-05.5 City Provided Construction Staking 1-05.5(1) General The City will supply construction stakes and marks establishing lines, slopes and grades as set forth in Sections 1-05.5(2) through 1-05.5(7) 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 herein). 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, to complete the rescheduled work Note A working day is a consecutive eight hour period between 7.00 AM and 6.00 PM, Monday through Friday, except holidays as listed in Section 1-08 4 of the Kent Special Provisions. 1 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 2007 Asphalt Overlays/Johnson 1 -9 May 24,2007 Project Number 07-3001 1 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 City Surveyors 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 other satisfactory substantiating evidence to prove the error is furnished the Surveyor. 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, grades ' and measurements the Engineer deems necessary for completion of the Work These shall generally consist of one initial set of: , 1. Cut or Fill stakes for establishing grade and embankments, 2. Curb or gutter grade stakes, 3. Centerline finish grade stakes for pavement sections wider than 25 feet, and 4. Offset points to establish line and grade for underground utilities such as water, sewers, storm drains, illumination and signalization. No intermediate stakes shall be provided between curb grade and centerline stakes On alley construction projects with minor grade changes, the Engineer shall provide , offset hubs on one side of the alley to establish the alignment and grade. Alleys with major grade changes shall have embankments staked to establish grade before offset hubs are 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 his employees and subcontractors of their importance and of the necessity for their preservation. , The Contractor shall determine appropriate construction stake offset distances to prevent damage to stakes by his 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 City Surveyors 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 2007 Asphalt Overlays/Johnson 1 - 10 May 24,2007 , Project Number 07-3001 advance notice of at least two (2) full business 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 days in advance of the required staking. The City will furnish the following stakes and reference marks• 1. Clearing Limits - One set of clearing limit stakes will be set at approximately 25 foot stations where needed. 2. Rough Grading - One set of rough grade stakes will be set along the construction centerline of streets at 50 foot stations as required. (Should slope transitions possibly cause erroneous grading, intermediate points along vertical curves may also be staked) 3. Storm Sewers - Two cut or fill stakes for each inlet, catch basin or manhole will be set at appropriate offsets to the center of the structure. After installation and back fill, inverts will be checked for correctness 4. Sanitary Sewers - Two cut or fill stakes for each manhole or cleanout location 1 will be set at appropriate offsets to the center of the structure After installation and backfill, inverts will be checked for correctness. 5. Water Main - One set of line stakes will be furnished for water mains at 50 foot stations. Additionally, two reference stakes for each valve, hydrant, tee and angle point location will be set concurrently with these line stakes. 6. Staking for Embankments - Catch points and one line stake will be set in those ' cases where the vertical difference in elevation from the construction centerline to the toe or top of a cut or fill slope exceeds 3 feet. In all other areas, stakes shall be set at an appropriate offset to the street centerline to allow for the preservation of said offsets through the rough grading phase In both cases the stakes shall be clearly marked with appropriate information necessary to complete the rough grading phase 7. Curb and Gutters - One set of curb and gutter stakes shall be set at an appropriate offset at 25 foot intervals, beginning and end points of curves and curb returns, wheelchair ramps, and sufficient mid-curve points to establish proper alignment. 8. Base and Top Course- One set of final construction centerline grade hubs will ' be set for each course, at not less than 25 foot stations. No intermediate stakes shall be provided unless slope transitions might cause erroneous grading In those circumstances, one grade hub left and right of construction centerline at the transition stations will be set at an appropriate offset to centerline. 9. Adjacent or Adjoining Wetlands - One set of stakes delineating adjacent wetland penmeters will be set at 25 to 50 foot stations as required. 10. Illumination and Traffic Signals System - One set of stakes for luminaires and traffic signal pole foundations will be set as required One set of stakes for vaults,junction boxes, and conduits will be set, only if curb and gutter is not in ' place at the time of the survey request If curb and gutter is in place, staking for vaults,junction boxes, and conduits will be provided at an additional expense to the Contractor. 1 2007 Asphalt Overlays/Johnson 1 - t t May 24,2007 Project Number 07-3001 Cut sheets will be supplied when appropriate for curb, storm, sanitary sewer and water lines. Cuts or fills may be marked on the surveyed points but should not be relied on as accurate until a completed cut sheet is supplied. ' The Contractor, at his 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: Roadway grading +/-1500 lineal feet of centerline Storm or sanitary sewer Approximately 10-12 structures Water main +/-1500 lineal feet of pipe , Curb and gutter +/-1300 lineal feet (one side only) Base and top course +/-1000 lineal feet Slope staking +/-800-1200 lineal feet (top and toe) Illumination/signalization Approximately 15-20 structures 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. There maybe 1000 lineal feet, or more, of storm sewer pipe, if the pipe is placed on both sides of the roadway and interconnected. 1-05.5(7) Stake Verification It shall be the Contractor's responsibility to examine survey stakes before ' commencing operations. The Contractor shall notify the City if the validity of a stake is questionable, either as to location, offset, or amount of cut or fill marked on the stake. The City will then check the stake or stakes in question. Any stakes found to be in error will be reset one time only at no charge to the Contractor. If the stakes are found to be correct as staked or should they need to be checked additional times thereafter, the Contractor will be charged at the rate of$150/hr for City survey crews to provide this service. The Contractor may not charge the City for any standby or "down" time as a result of any staking and/or resetting procedure. 2007 Asphalt Overlays/Johnson 1 - 12 May 24,2007 ' Project Number 07-3001 Any stake deemed to be damaged or disturbed by construction activity by the Engineer, inspector or survey crew will be exempt from this paragraph. It may be replaced, but at a charge of$150/hour to the Contractor. The Contractor may not 1 charge the City for any standby or"down" time as a result of any re-staking and/or resetting procedure SECTION 1-05.81S DELETED AND REPLACED BY THE FOLLOWING: 1-05.8 City's Right to Correct Defective and Unauthorized Work If the Contractor fails to remedy defective or unauthorized work within the time specified in a written notice from the Engineer, or fails to perform any part of the work required by the contract documents, the Engineer may correct and remedy such work as may be identified in the written notice, by such means as the Engineer may deem necessary, including the use of City forces. IIf the Contractor fails to comply with a written order to remedy what the Engineer determines to be an emergency situation, the Engineer may have the defective and unauthorized work corrected immediately, have the rejected work removed and replaced, or have work the contractor refuses to perform completed by using 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 or 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 become due, the Contractor. Such direct and indirect costs shall include in particular, but without limitation, compensation for additional professional services required, and costs for repair and replacement of work of others destroyed or damaged by correction, removal, or replacement of the Contractor's unauthorized work No adjustment in contract time or compensation will be allowed because of the delay in the performance of the work attributable to the exercise of the City's rights provided by this section nor shall the exercise of this right diminish the City's right to pursue any other avenue for additional remedy or damages with respect to the Contractor's failure to perform the work as required. SECTION 1-05.10IS SUPPLEMENTED BYADDING THE FOLLOWING: ' 1-05.10 Guarantees The Contractor shall be available approximately sixty(60) calendar days prior to the expiration of the guarantee period to tour the project, with the Engineer, in support of the Engineer's effort to establish a list of corrective work required under the guarantee. Upon the receipt of written notice of such required corrective work, the Contractor shall pursue vigorously, diligently, and without unauthorized interruption of the City Facilities, the work necessary to correct the items listed. 2007 Asphalt Overlays/Johnson 1 - 13 May 24,2007 Project Number 07-3001 SECTION 1-05.11 IS DELETED AND REPLACED BY 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 the Engineer to 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 wntten notice, notify the Contractor giving the reasons for the Engineer's determination. Upon receipt of written notice concurring in or denying substantial completion, , whichever is applicable, the Contractor shall pursue vigorously, diligently and without unauthorized interruption, the work necessary to reach Substantial and Physical Completion. The Contractor shall provide the Engineer with a revised schedule indicating when the Contractor expects to reach substantial and physical completion of the work. 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 ready for Final Inspection, the Contractor, by written notice, shall request the Engineer to schedule a , Final Inspection The Engineer will set a date for Final Inspection The Engineer and the Contractor will then make a Final Inspection and the Engineer, 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 2007 Asphalt Overlays/Johnson 1 - 14 May 24,2007 Project Number 07-3001 of the listed deficiencies. This process will continue until the Engineer is satisfied that all listed deficiencies have been corrected 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 and the City, 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. iWhenever 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 documents. Operational and test periods, when required by the Engineer, shall not affect a Lmanufacturer's guaranties or warranties furnished under the terms of the Contract. ' 2007 Asphalt Overlays/Johnson 1 - 15 May 24,2007 Project Number 07-3001 SECTION 1-05.12 IS DELETED AND REPLACED BY THE FOLLOWING: , 1-05.12 Final Acceptance and Guarantee The Contractor must perform all the obligations under the contract before the Final Acceptance Date can be established. A Certificate of Completion for the work issued by the City will establish the Final Acceptance Date and certify the work as ' complete The final contract price may then be calculated The following must occur before the final acceptance date can be established and the final contract price calculated. 1. The physical work on the project must be complete. 2. The Contractor must furnish all documentation (required by the Contract and required by law) necessary to allow the City to certify the Contract as complete. A Certificate of Completion for the work, signed by the City, will constitute acceptance of the work and shall establish the Final Acceptance Date, but shall not relieve the Contractor of the responsibility to indemnify, defend, and protect the City against any claim or loss resulting from the failure of the Contractor(or the subcontractor or lower tier subcontractors) to pay all laborers, mechanics, subcontractors, material persons, or any other person who provides labor, supplies, or provisions for carrying out the work. Additionally, the issuance of this Certificate of Completion will not constitute acceptance of unauthorized or defective work or material. Moreover, the City in establishing the Final Acceptance Date, shall not be barred from requiring the Contractor to remove, replace, repair, or dispose of any unauthorized or defective work or material or from recovering damages for any such work or material for a period of one (1) year from the date of acceptance by the City , of Kent. Final acceptance shall not constitute acceptance of any unauthorized or defective work or material The City of Kent shall not be barred from requiring the Contractor, at his expense, to remove, replace, repair, or dispose of any unauthorized or defective work or material, or from recovering damages for any such work or material for a period of one year from the date of final acceptance. Contractors shall be barred from bidding on future City projects until the provisions of this section are satisfied. SECTION 1-05.13 IS REVISED BYDELETING 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. 2007 Asphalt Overlays/Johnson 1 - 16 May 24,2007 , Project Number 07-3001 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 1-05.14IS SUPPLEMENTED BYADDING 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 BYADDING 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 as unofficial information and in no way binding upon the City, unless subsequently put to writing and signed by an authorized agent of the City. j1-06 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 BYADDING THE FOLLOWING NEW SECTIONS: 1-06.7 Submittals 1-06.7(1) Submittal Procedures All submitted information shall be clear, sharp, high contrast copies. 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. 2007 Asphalt Overlays/Johnson 1 - 17 May 24,2007 Project Number 07-3001 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, 1 B, 1 C, 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 1-06.7(2) Schedule of Submittals ' A Schedule of Submittals shall be completed by the Contractor. The schedule can be ' modified, deducted, or added to by the City. The Schedule shall be available at the preconstruction meeting(see 1-08 0) of the Kent Special Provisions The Contractor shall submit three (3) copies of a Schedule of Submittals showing the date by which each submittal required for Product Review or Product Information will be made The Schedule of Submittals must be accepted prior to payment 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. 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 variable depending on the contract t unless otherwise noted for the Engineer's review. See Section 1-08 3(2)B of the Kent Special Provisions for complete submittal review schedule. The Contractor shall also allow adequate time for manufacturer delivery at the construction site without causing delay to the Work All submittals shall be in accordance with the approved Schedule of Submittals Submittals shall be made early enough to allow for unforeseen delays such as. 1. Failure to obtain Favorable Review because of inadequate or incomplete submittal or because the item submitted does not meet the requirements of the Contract Documents Re-reviews may require additional time beyond the 21 days. 2. Delay in manufacture. 3. Delays in delivery 4. Labor disputes, work slowdowns or strikes. 1-06.7(3) Shop Drawings, Product Data and Samples ' This paragraph covers submittal of Shop Drawings, Product Data and Samples required for the Engineer's review. Number and type of submittals where applicable: 1. Shop Drawings: Submit six copies, two of which will be marked, stamped and returned to the Contractor. The Contractor shall make and distribute the required number of additional copies to its superintendent, subcontractors and suppliers. 2007 Asphalt Overlays/Johnson 1 - 18 May 24,2007 Project Number 07-3001 2. Product Data: Submit six copies, two of which will be marked, stamped and returned to the Contractor. The Contractor shall make and distribute the required number of additional copies to 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 I. Each submittal shall include all of the items required for a complete assembly, system or Specification Section 2 Submittals shall contain all of the physical, technical and performance data required by the specifications or necessary to demonstrate conclusively that the items comply with the requirements of the Contract Documents 3. Provide verification 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 that are existing or have or will be submitted. 4. Label each Product Data submittal, Shop Drawing and Sample with the information required in this Section. 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. 5. Additional requirements for submittals are contained in the Technical Specification sections and in Section 1-08 3(2)B. Submittals that contain deviations from the requirements of the Contract Documents 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 and explain its advantages and/or disadvantages to the City. 3. State the reduction in Contract Price, if any, which is offered to the City. The Engineer will stamp and mark each submittal prior to returning it to the Contractor. The stamps will indicate 1. "APPROVED AS SUBMITTED"—Accepted subject to its compatibility with future submissions and additional partial submissions for portions of the work not covered in this submission. 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 future ' submissions and additional partial submissions for portions of the work not covered in this submission. Does not constitute approval or deletion of 2007 Asphalt Overlays/Johnson 1 - 19 May 24,2007 Project Number 07-3001 specified or required items not shown in the partial submission. No resubmission is required. 3. "AMEND AND RESUBMIT"—Rejected because of major inconsistencies or errors that shall be resolved or corrected by the Contractor prior to subsequent submittal An amended resubmission is required. Re-submittals that contain changes that were not requested by the Engineer on the previous submittal shall be accompanied by a letter explaining the changes 1-06.7(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 BY 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. SECTION 1-07.2 IS DELETED AND REPLACED BY 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 should contact the Washington State Department of Revenue for answers to questions in this area. The City of Kent will not adjust its payment if the Contractor bases a bid on a misunderstood tax liability. The Contractor shall include all Contractor-paid taxes in the 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. 2007 Asphalt Overlays/Johnson 1 -20 May 24,2007 r Project Number 07-3001 The City of Kent 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 28.050). 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 I 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; sanitary 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 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 of Kent 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 1 The Contractor shall not collect retail sales tax from the City of Kent on any contract wholly for professional, or other services (as defined in Washington State Department of Revenue Rules 138 and 244). 2007 Asphalt Overlays/Johnson 1 -21 May 24,2007 Project Number 07-3001 SECTION 1-07.6IS SUPPLEMENTED BYADDING THE FOLLOWING: 1-07.6 Permits and Licenses , The City of Kent has obtained the following permits None Contractor shall obtain, at its sole cost, all other permits required to complete this , prof ect. A copy of each permit and/or license obtained by the Contractor shall be furnished to the City of Kent. Approved permits shall be famished to the City of Kent upon completion of the project and prior to final acceptance. Promptly notify the City of Kent in writing of any variance in the contract documents with the laws, ordinances, rules, regulations, and orders. Necessary changes will be adjusted by appropriate modification. If Contractor performs work knowing it to be contrary to such laws, ordinances, rules, regulations, and orders, and without such notice to the City of Kent, Contractor shall assume full responsibility and bear all costs attributable to Contractor's failure to obtain all necessary permits within the time required. 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 Governments adjust the prevailing wage rates after the Bid Opening Date. SECTION 1-07.13(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 BY 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 City forces or 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. 2007 Asphalt Overlays/Johnson 1 -22 May 24,2007 ' Project Number 07-3001 SECTION 1-07.14 IS REVISED BY DELETING THE THIRD, FOURTH, AND FIFTH PARAGRAPHS AND REVISINGALL REFERENCES OF "STATE, COMMISSION, SECRETARY"OR "STATE" TO READ "CITY". 1-07.14 Responsibility for Damage SECTION 1-07.17IS REVISED BYDELETING THE SECOND PARAGRAPHAND REPLACING WITH THE FOLLOWING: 1-07.17 Utilities and Similar Facilities Chapter 19.122 of the Revised Code of Washington (RCW) relates to underground utilities In accordance with this RCW, the Contractor shall call the One-Number Locator Service for field locations of utilities (1-800-424-5555). 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 19.22 030 for subscriber utilities. SECTION 1-07.17IS SUPPLEMENTED BYADDING THE FOLLOWING NEW SECTIONS: 1-07.17(1) Utility Markings Once underground utilities are marked by the utility owner or their 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 buned facilities for the duration of time needed to avoid future damage by installation of all planned improvements at that location. 1-07.17(2) Payment All costs to comply with this section and for the protection and repair 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. 1-07.17(3) Notification of Excavation Within ten business days but not less than two business days prior to the commencement of excavation, the Contractor shall notify all owners of underground facilities, whether public or private, that excavation will occur, and when excavation will occur. ` 2007 Asphalt Overlays/Johnson 1 -23 May 24,2007 Project Number 07-3001 1-07.17(4) Site Inspection Contractor warrants and represents that it has personally, or through its employees, agents and/or subcontractors, examined the areas subject to this agreement and that it is knowledgeable of specific locations for water, gas, telephone, electric power and combined sewerage utilities within those areas Contractor further warrants and represents that it has also examined in detail the plans of such utilities provided to it by the City and all other affected utility companies or entities, whether public or private The following list of contacts are provided only as a convenience to the Contractor and may not constitute a complete or accurate list of all affected utilities. Puget Sound Enenzy (Gas) Puget Sound Energy (Electric) Contact: Anita Yurovchak Contact: Doug Corbin (253) 476-6304 (206) 604-3137 Comcast Owest Contact: Jim Nies Contact: Warren Perkins (253) 864-4382 (253) 372-5323 MCI Soos Creek Water & Sewer Contact: Louise Popelka Phone: (206) 630-9900 (425) 201-0901 / (425) 766-1740 Water District#111 Phone: (253) 631-3770 SECTION 1-07.18 IS DELETED AND REPLACED BY THE FOLLOWING. 1-07.18 Public Liability and Property Damage Insurance Refer to the insurance requirements in the project agreement, which constitute the Contractor's insurance requirements for this project. 1-07.23 Public Convenience and Safety SECTION 1-07.23(1) IS DELETED AND REPLACED BY THE FOLLOWING: 1-07.23(1) Construction Under Traffic The Contractor shall conduct all operations with the least possible obstruction and inconvenience to the public The Contractor shall have under construction no greater length or amount of work than can be prosecuted properly with due regards to the nghts of the public. To the greatest extent possible, the Contractor shall finish each , section before beginning work on the next. 2007 Asphalt Overlays/Johnson 1 -24 May 24,2007 Project Number 07-3001 To disrupt public traffic as little as possible, the Contractor shall permit traffic to pass through the work with the least possible inconvenience or delay. The Contractor shall maintain existing roads, streets, sidewalks, and pedestrian and bicycle paths within the project limits, keeping them open, and in good, clean, safe condition at all times Deficiencies caused by the Contractor's operations shall be repaired at the Contractor's expense. Deficiencies not caused by the Contractor's operations shall be repaired by the Contractor when directed by the Engineer at the City's expense The Contractor shall also maintain roads, streets, sidewalks, pedestrian and bicycle paths adjacent to the project limits when affected by the Contractor's operations. Snow and ice control will be performed by the City on all projects Cleanup of snow and ice control debris will be at the City's expense. The Contractor shall perform the following: 1. Remove or repair any condition resulting from the work that might impede pedestrians, bicyclists, and motor traffic, or that creates a hazard 2. Keep existing traffic signal and highway, road or street lighting systems in operation as the work proceeds The City will continue routine maintenance on these traffic signal and lighting systems. 3 Maintain the striping and other channelization markings on the roadway at the Contractor's expense The Contractor shall be responsible for scheduling when to renew striping or channelization, subject to the approval of the Engineer. When the scope of the project does not include work on the roadway, the City will be responsible for maintaining the striping and other channelization markings 4. Maintain existing permanent signing Repair of signs will be at the City's expense, except those damaged due to the Contractor's operations 5. Keep drainage structures clean to allow for free flow of stormwater. Cleaning of existing drainage structures within the project limits will be at the Contractor's expense when flow is impaired due to the Contractor's operations. Routine cleaning of existing drainage structures will be at the City's expense when the Engineer determines that flow is not impaired due to the Contractor's operations. 6. Whether or not the Contractor is on-site, when ordered by the Engineer, the Contractor shall immediately mobilize forces to place any asphalt concrete pavement, cold plant mix, crushed surfacing gravel and/or gravel borrow as the Engineer deems necessary to provide a smooth, even roadbed, pedestrian path and bicycle path This work will be paid for under unit contract prices, but no adjustment to payments will be considered for any additional costs necessary to install the required surfacing material. If the Contractor fails to comply, the Engineer may order the work done by others and deduct the costs from any payments due or coming due the Contractor. To protect the rights of abutting property owners, the Contractor shall: 11. Conduct the construction so that the least inconvenience as possible is caused to abutting property owners, 2. Maintain ready access to sidewalks, pedestrian and bicycle paths, driveways, houses and buildings along the line of work; I 2007 Asphalt Overlays/Johnson 1 -25 May 24,2007 Project Number 07-3001 3. Provide temporary approaches to crossing or intersecting roads, streets, sidewalks, pedestrian and bicycle paths, and keep these approaches in good condition, and 4. Provide another access before closing an existing one whenever the contract or ' work requires removing and replacing an abutting owner's access 5 Confine construction operations to one side of the roadway at a time, unless the Traffic Control Plan (TCP) approved by the City's Traffic Control Supervisor ' (TCS) clearly indicates otherwise. When traffic must pass through grading areas, the Contractor shall: 1. Make cuts and fills that provide a reasonably smooth even roadbed, street, pedestrian and bicycle path; 2 Place, in advance of other grading work, enough fill at all culverts and bridges to permit vehicle, pedestrian and bicycle traffic to conveniently and safely cross, 3. Make roadway cuts and fills, if ordered by the Engineer, in partial width lifts, alternating lifts from side to side to permit vehicles, pedestrians, and bicyclists to conveniently and safely travel on the side opposite the work. 4. Install culverts on half the width of the traveled way, keeping the other half open and unobstructed to vehicles, pedestrians, and bicyclists until the first half is ready for use. 5. After rough grading or placing any subsequent layers, prepare the final roadbed and pedestrian and bicycle paths to a smooth, even surface (free of humps and dips) suitable for use by public vehicles, pedestrians and bicyclists (compacted surface of crushed and compacted gravel at a minimum), and 6. Settle dust with water, or other dust palliative, as the Engineer may order If grading work is on or next to a roadway, street, sidewalk, pedestrian or bicycle path in use, the Contractor shall finish the grade immediately after rough grading and place surfacing materials as the work proceeds. When an adjacent sidewalk, pedestrian or bicycle path is in use, the Contractor shall immediately place and compact crushed surfacing to a width, line and grade conforming to federal ADA requirements after rough grading is complete. The Contractor shall conduct all operations to minimize any drop-offs (abrupt changes in roadway, shoulder, street, sidewalk, or pedestrian or bicycle path) left exposed to traffic during working and nonworking hours Unless otherwise specified , in the approved TCP, drop-offs left exposed to traffic shall be protected as follows: 1. Drop-offs up to 0 20 foot, unless otherwise ordered by the Engineer, may remain exposed with appropriate warning signs alerting motorists, pedestrians, and bicyclists of the condition. 2. Drop-offs more than 0 20 foot that are in the traveled way, shoulder, auxiliary lane, sidewalk, or pedestrian or bicycle path will not be allowed unless protected with appropriate warning signs and further protected as indicated in 3b or 3c below 2007 Asphalt Overlays/Johnson t -26 May 24,2007 ProJectNumber 07-3001 3. Drop-offs more than 0 20 foot, but no more than 0.50 foot, that are not within the traveled way, shoulders, auxiliary lanes, pedestrian or bicycle path shall be protected with appropriate warning signs and further protected by having at least one of the following. a. A wedge of compacted stable material placed at a slope of 4.1 or flatter. b. Channelizmg devices (Type II barricades, plastic safety drums, or other approved devices 36 inches or more in height)placed along the traffic side of the drop-off, and a new edge of pavement stripe placed a minimum of 3 feet from the edge of the drop-off. The maximum spacing between the devices in feet shall be the posted speed limit in miles per hour. Pavement drop-off warning signs, sidewalk drop-off warning signs, and pedestrian or bicycle path drop-off warning signs shall be placed in advance and throughout the drop-off treatment. C. Temporary concrete barrier or other approved barrier installed on the traffic side of the drop-off with 1 foot between the drop-off and the back of the barrier, and a new edge of pavement stripe a minimum of 2 feet from the face of the barrier An approved terminal, flare, or impact attenuator will be required at the beginning of the section. For night use, the bamer shall have approved warning lights. 4. Drop-offs more than 0.50 foot not within the traveled way, shoulders, auxiliary lanes, or sidewalks, or bicycle or pedestrian paths, shall be protected with appropriate warning signs and further protected as indicated in 3a, 3b, and/or 3e if all of the following conditions are met: a The drop-off is less than 2 feet, b. The total length throughout the project is less than 300 feet; C. The drop-off does not remain for more than three working days; d. The drop-off is not present on any of the holidays listed in Section 1-08 4; e. The drop-off is only one side of the roadway 5. Drop-offs more than 0 50 foot that are not within the traveled way, shoulder, auxiliary lane, sidewalk, pedestrian or bicycle lane, and are not otherwise covered by No 4 above, shall be protected with appropriate warning signs and further protected as indicated in 3a or 3c. 6. Open trenches within the traveled way, shoulder, or auxiliary lane shall have steel plate covers placed and anchored over them. A wedge of suitable material, shall be placed for a smooth transition between the pavement and the steel plates where required Open trenches within sidewalks, or pedestrian or bicycle paths shall not be permitted unless a suitable detour route is provided. ' Warning signs shall be used to alert motorists, pedestrians, and bicyclists of the presence of the steel plates, or pedestrian, or bicycle detour The Contractor shall be responsible for providing adequate safeguards, safety devices, protective equipment, and any other needed actions to protect the life, health, and safety of the public, and to protect property in connection with the performance of the work covered by the contract. The Contractor shall perform any measures or actions the Engineer may deem necessary to protect the public and property The responsibility and expense to provide this protection shall be the Contractor's except that which is to be furnished by the City as specified in other sections of these specifications. Nothing contained in this contract is intended to create any third-party beneficiary rights in favor of the public or any individual 2007 Asphalt Overlays/7ohnson 1 -27 May 24,2007 Project Number 07-3001 utilizing the highway, road, or street facilities being constructed or improved under this contract The Contractor shall keep all traffic lanes, shoulders, auxiliary lanes, sidewalks, pedestrian or bike lanes clear of equipment and materials during nonworking hours unless otherwise shown on the TCP approved by the City's TCS The Contractor shall not keep equipment and/or materials stored within 12 feet from the edge of the traveled way, unless protected by permanent guardrail, concrete bamer, or other device approved by the Engineer. The Contractor's employees and agents shall not park private vehicles within or along the traveled way, shoulders, auxiliary lanes, sidewalks, pedestrian or bike lanes when those public access areas are open to public travel. SECTION 1-07.23(2) IS DELETED AND REPLACED BY THE FOLLOWING: 1-07.23(2) Construction and Maintenance of Detours Unless otherwise approved by the Engineer, the Contractor shall maintain two-way traffic during construction. The Contractor shall build, maintain in a safe condition, keep open to traffic, and remove the following items when no longer needed: 1. Detours and detour bridges that will accommodate traffic diverted from the j roadway, street, bridge, sidewalk, pedestrian or bicycle path during construction, 2. Detour crossings of intersecting highways, streets, or roads, and 3. Temporary approaches. Unit contract prices will cover construction, maintenance, and removal of all detours , shown in the plans or proposed by the City. The Contractor shall pay all costs to build, maintain, and remove any other detours, whether proposed for the Contractor's convenience or to facilitate construction operations. Any detour proposed by the Contractor shall not be built, or used, until the Engineer approves Surfacing and paving of built detours shall be consistent with traffic requirements. Upon failure of the Contractor to immediately provide, maintain, or remove detours or detour bridges when ordered to do so by the Engineer, the City may, without further notice to the Contractor or the Surety, provide, maintain, or remove the detours or detour bridges and deduct the costs from any payments due or coming due , the Contractor. SECTION 1-07.23 IS SUPPLEMENTED BYADDING THE FOLLOWING NEW SECTIONS: 1-07.23(3) Temporary Street Closures Whenever the plans or Special Provisions require a temporary road closure, the costs for the associated work for that temporary road closure shall be paid for under the traffic control bid items contained within the contract proposal , 2007 Asphalt Overlays/Johnson t -28 May 24,2007 Project Number 07-3001 All costs in connection with the above work, including labor, materials, tools and equipment, shall be considered as incidental to the construction, and payment thereof shall be included in the unit Contract price of other bid items. SECTION 1-07.26 IS DELETED AND REPLACED BY 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 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 5 copies of the Contract documents. Additional documents may be purchased from the City at the price specified by the City or in the Call for Bids. Prior to undertaking each part of the work, the Contractor shall carefully study and compare the Contract Documents 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. j 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 meeting the following. 1. A price breakdown of all lump sum items. 2. A preliminary construction schedule. 3. A list of material sources for approval, if applicable. 4 Schedule of submittals (See 1-06 7) 5. Temporary Erosion/Sedimentation Control Plan (TESCP) for approval 6. Traffic Control Plan (TCP) for approval. 2007 Asphalt Overlays/Johnson 1 -30 May 24,2007 Project Number 07-3001 Whenever the Contractor proposes a temporary road closure that would prevent traffic from passing through the work zone in order to expedite the Contractor's work, and that closure will result in either a time savings and/or cost savings as determined by the Engineer, the Contractor shall pay all costs associated with safely implementing that approved temporary road closure, i e , regardless of the fact that the contract may include bid items for some or all of the work and materials requtred to implement this cost, or time saving Traffic Control Plan (TCP), all of the costs necessary for the preparation of the TCP, and for providing and implementing the traffic control devices and flaggers, shown on the TCP approved by the City's Traffic Control Supervisor shall be at the Contractor's sole expense At least ten days prior to beginning work on a temporary road closure, the Contractor will submit a TCP for that temporary road closure to the City for review and j approval. Upon failure of the Contractor to immediately provide flaggers; erect, maintain, and remove signs; or to provide, erect, maintain other traffic control devices when shown on the approved TCP for the temporary road closure, or when ordered to do so by the Engineer, the City may, without further notice to the Contractor or the Surety, perform any of the above and deduct the costs from any payments due or coming due the Contractor. 1-07.23(4) Road Maintenance Until Accepted in writing by the Engineer, the Contractor will maintain all roads 1 within the confines of the project in a condition satisfactory to the Engineer This shall include periodic grading of any street, detour, etc , on which traffic is allowed, wherever, in the opinion of the Engineer, such grading is required When construction operations are such that debris from the work is deposited on the streets, the Contractor shall cover all loads, and as a minimum, remove on a daily basis, any deposits or debris which may accumulate on the roadway surface. Should daily removal be insufficient to keep the streets clean, the Contractor shall perform removal operations on a more frequent basis If the Engineer determines that a more frequent cleaning is impractical or if the Contractor fails to keep the streets free from deposits and debris resulting from the work, the Contractor shall, upon order of the Engineer, provide facilities for and remove all clay or other deposits from the tires or between wheels before trucks or other equipment will be allowed to travel over paved streets. Should the Contractor fail or refuse to clean the streets in question or the trucks or equipment in question, the Engineer may order the work suspended at the Contractor's risk until compliance with the Contractor's obligation is assured or, the Engineer may order the streets in question cleaned by others and such costs incurred by the City in achieving compliance with these Contract requirements, including cleaning of the streets, shall be deducted from monies due or to become due the Contractor on monthly estimate. The Contractor shall have no claim for delay or additional costs should the Engineer choose to suspend the Contractor's work until compliance is achieved 2007 Asphalt Overlays/Johnson 1 -29 May 24,2007 Project Number 07-3001 7. Request to sublet, for approval by the Engineer, of all subcontractors. SECTION 1-08.4 IS DELETED AND REPLACED BY THE FOLLOWING. f1-08.4 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 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 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. Also reference Section 1-07.23(1) of the Kent Special Provisions. Except in the case of emergency or unless otherwise approved by the City, the normal straight time working hours for the Contractor shall be any consecutive 8 1 hour period between 7.00 a in. and 6.00 p in. Monday through Friday, unless otherwise specified in the 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 in. 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 in and 6 00 p.m. is not required. Permission to work between the hours of 10:00 p.m. and 7.00 a.m during weekdays and between the hours of 10:00 p.m. and 9:00 a.m on weekends or holidays may also be subject to noise control requirements. Approval to continue work during these hours may be revoked at any time the Contractor exceeds the 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: requiring the Engineer or those assistants that the Engineer deems necessary to be present during the work; requiring the Contractor to reimburse the City for the cost of engineering salaries paid City employees who worked during these times; considering the work performed on Saturdays and holidays as working days with regard to the Contract Time. Assistants may include, 2007 Asphalt Overlays/Johnson 1 -31 May 24,2007 Project Number 07-3001 but are not limited to, survey crews; personnel from the City's material testing lab; inspectors; and other City employees when, in the opinion of the Engineer, the Contractor's work necessitates their presence. Recognized holidays shall be as follows- First day of January, third Monday of January, third Monday of February, last Monday of May, fourth day of July, first Monday of September, 1 Ith day of November, fourth Thursday in November and day immediately following, 25th day of December, and any day so designated by the Chief Executive of the State of Washington or by the City of Kent for their employees, as a legal holiday. When any of these holidays occur on Saturday or Sunday, the preceding Friday or the following Monday will be a legal holiday for the City of Kent Employees 1-08.4(A) Reimbursement for Overtime Work of City Employees Where the Contractor elects to work on a Saturday, Sunday or other holiday, or longer than an 8-hour shift on a regular working day, as defined in the Special Provisions, such work shall be considered as overtime work. On all such overtime work an inspector shall be present, and a survey crew may be required at the discretion of the Engineer The Contractor shall notify the Engineer at least 48 hours in advance (72 hours in advance for weekend work) so that the Inspector's and/or Surveyor's time may be scheduled. The Contractor shall reimburse the City for the full amount of the straight time plus overtime costs for employees of the City required to work overtime hours The City may deduct these costs from any amounts due or to become due 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's resources will be available to meet the accelerated schedule. No additional compensation will be allowed if the Contractor is not able to meet their accelerated schedule due to the unavailability of City's resources or for other reasons beyond the City's control. The original and all supplement progress schedules shall not conflict with any time and order-of-work requirements in the contract. If the Engineer deems that the original or any necessary supplemental progress schedule does not provide the information required in this section, the City may withhold progress payments until a schedule containing required 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. 2007 Asphalt Overlays/Johnson t -32 May 24,2007 Project Number 07-3001 SECTION 1-08.5 IS DELETED AND REPLACED BY THE FOLLOWING. 1-08.5 Time for Completion The entire project, including cleanup, shall be physically completed within the time set forth in the contract. The time for completion of this contract has been determined considering weather patterns in the Puget Sound area which could delay or hinder placement of concrete sidewalk, driveways, asphalt paving and placement of pavement markings, among other items. The Contractor should anticipate probable delays in the construction sequence due to rainfall and weather patterns in the area and allow time for such rainy periods of weather in the construction schedule Rainfall or rainstorms will not be considered as a delay to the Contractor in meeting the substantial completion date unless a weather storm is so significant as to cause a Federal, State, County, or City disaster proclamation directly affecting the immediate project area The City expects to approve the award of the contract to the lowest responsive, responsible bidder at or prior to the regularly scheduled City Council meeting (see Section 1-03 3) Following the intent to award notice, the Contractor shall have ten 1 (10) calendar days to provide all required insurance documents and other required submittals. After receipt of all proper documentation, the contract will then be awarded by the authorized City representative. Following the actual award, the City will schedule a preconstruction conference with the Contractor which is planned to occur no later than the estimated date for issuance of Notice to Proceed (see Section 1-03.3). The Contract will be considered substantially complete when all lanes of the roadway are ready to be opened to traffic with all permanent pavement markings, barriers and signage complete (See also Section 1-05 11(1)). If the Contractor does not achieve substantial completion within the specified contract time, the City will deduct from any money due or to become due to the Contractor, the liquidated damages calculated from Section 1-08 9 for each day of delay. 1 SECTION 1-08.8 IS REVISED BY DELETING ITEMS I THROUGH 5 IN THE SECOND PARAGRAPHAND REPLACING WITH THE FOLLOWING. I1-08.8 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. i2007 Asphalt Overlays/Johnson 1 -33 May 24,2007 Project Number 07-3001 The reasons for and times of extensions shall be determined by the Engineer, and t such determination will be final as provided to Section 1-05.1. 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 j 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 matenal. 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. Item number 8. Contract number. 9. Unit of measure. 10. Legal gross weight in Remarks section. 11. Location of delivery. The vehicle operator shall deliver the ticket in legible condition to the material receiver at the material delivery point. SECTION 1-09.5 IS SUPPLEMENTED BYADDING THE FOLLOWING. 1-09.5 Deleted or Terminated Work 1 The following shall be added to Section 1-09.5 of the Standard Specifications. The ' bidders and contractor should note that in the case that the unit prices bid exceed those anticipated by the City of Kent, the City reserves the right to delete portions of the work to avoid re-bidding of the project The City does fully intend to award and construct the entire project or that portion thereof which can be covered by budgeted funds Deletion would only be made if bids exceed available funds 2007 Asphalt Overlays/Johnson 1 -34 May 24,2007 Project[Dumber 07-3001 Deletions of any particular project location(in part or whole) may be based on the following priority schedule. ' Deletion Order* Location 1. Schedule VIII 194th Street 2. Schedule VII 192nd Street ' 3. Schedule VI 152nd Avenue SE 4 Schedule V 144th Avenue SE 5 Schedule IV' 108th Avenue SE 6. Schedule III 104th Avenue SE 7. Schedule II Kent Kangley 8. Schedule I 124th Avenue SE, SE 270th Avenue, SE 274th ' Avenue, and SE 259th Street *Note: Smaller number to be deleted first. Deletion order is subject to revision by the City of Kent. SECTION 1-09.9 IS DELETED AND REPLACED BY THE FOLLOWING. 1-09.9 Payments 1-09.9(1) Retained Percentage There will be reserved and retained from monies earned by the Contractor, as determined by the progress estimates approved and accepted by the City, a sum equal to five percent of all amounts of such estimates Withholding, management, and release of such retained monies shall be in accordance with the provisions of Chapter 60 28, RCW At the option of the Contractor, the retained funds shall be: ■ 1. Retained in a fund by the City; 2. Deposited by the City in an interest bearing account in a bank, mutual savings bank, or savings and loan association. Interest on moneys reserved by the City under the provision of a public improvement contract shall be paid to the Contractor; 3. Placed in escrow with a bank or trust company by the City When the moneys reserved are placed in escrow, the City shall issue a check representing the sum of the moneys reserved payable to the bank or trust company and the Contractor jointly This check shall be converted into bonds and securities chosen by the Contractor and approved by the City and the bond and securities shall be held in escrow. Interest on the bonds and securities shall be paid to the Contractor as the interest accrues. T The Contractor shall notify the Engineer regarding the option chosen for holding the retained funds as soon as possible after the Contract award, but at any rate within twenty calendar days from the date of issuance of the Notice to Proceed If Contractor does not so notify the City, the Contractor shall be deemed to have made a final decision to place the monies retained in a fund by the City(Item (a) above). 2007 Asphalt Overlays/Johnson 1 -35 May 24,2007 Project Number 07-3001 adjacent to any traveled way until all necessary signs and traffic control devices are in place in accordance with Traffic Control Plans (TCP's) approved by the City's Traffic Control Supervisor(TCS). The City's TCS is Rob Knutsen, telephone number (253) 856-5530. i SECTION 1-10.2(1) IS DELETED AND REPLACED BY THE FOLLOWING: , 1-10.2(1) General It is the Contractor's responsibility to plan, conduct and safely perform the work. The Contractor shall designate an individual or individuals to perform the duties of Traffic Control Manager(TCM). The TCM must be an employee of the Contractor. The duties of the TCM may not be subcontracted. The Contractor shall also designate an individual or individuals to perform the duties of the Traffic Control Supervisor(TCS) The TCS shall be responsible for safe implementation of approved Traffic Control Plans (TCP's) provided by the TCM. The TCM and TCS shall be certified as work site traffic control supervisors 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 A TCM and TCS are required on all projects that have traffic control. The TCM may also perform the duties of the TCS. The Contractor shall identify an alternate TCM and TCS who can assume the duties of the assigned or primary TCM and TCS in the event of that person's inability to perform. Such alternates shall meet the same requirements as the primary TCM and TCS. The Contractor shall maintain 24-hour telephone numbers at which the TCM and L TCS can be contacted and be available upon the Engineer's request at other than normal working hours. The TCM and TCS shall have the appropriate personnel equipment - including two-way radios for communications with flaggers - and , material available at all times, in order to expeditiously correct any deficiency in the traffic control system. 2007 Asphalt Overlays/Johnson 1 -38 May 24,2007 Project Number 07-3001 I SECTION 1-10.2(1)A IS DELETED AND REPLACED BY THE FOLLOWING: 1-10.2(1)A Traffic Control Manager The duties of the Traffic Control Manager(TCM) shall include: ' 1. Overseeing and approving the actions of the Traffic Control Supervisor(TCS) to ensure that proper safety and traffic control measures are implemented and consistent with the specific requirements created by the Contractor's work zones and the Contract. 2. Providing the Contractor's designated TCS with approved Traffic Control Plans (TCP's)which are compatible with the work operations and traffic ' control for which they will be implemented 3. Discussing proposed traffic control measures and coordinating implementation of the approved TCP's with the Engineer 4. Coordinating all traffic control operations, including those of subcontractors, suppliers, and any adjacent construction or maintenance operations. 5. Coordinating the project's activities (such as ramp closures, road closures, and lane closures) with appropriate police, fire control agencies, state, city or county engineering, medical emergency agencies, school districts, and transit companies. 6. Overseeing all requirements of the contract which contribute to the convenience, safety, and orderly movement of vehicular, pedestrian and bicyclist traffic 7. Having the latest adopted edition of the MUTCD including the Modifications to the MUTCD for Streets and Highways for the State of Washington, City of Kent Development Assistance Brochure #6-5, Traffic Control Plans, and applicable standards and specifications available at all times on the project. 8. Attending all project meetings where traffic management is discussed 9. Reviewing the TCS diaries daily and being aware of"field" traffic control operations 10. Assuring daily submissions of previous day's TCS diaries, indicating date of TCM review, to City's TCS. 11. Being present on-site a sufficient amount of time to adequately accomplish the above-listed duties. SECTION 1-10.1(1)B IS DELETED AND REPLACED BY THE FOLLOWING. 1-10.2(1)B Traffic Control Supervisor A Traffic Control Supervisor(TCS) shall be on the project whenever traffic control labor is required, and whenever required by the Engineer. ' The TCS shall personally perform all the duties of the TCS. During non-work periods, the TCS shall be available to the job site within a 45-minute time period after notification by the Engineer i2007 Asphalt Overlays/Johnson 1 -39 May 24,2007 Project Number 07-3001 The TCS's duties shall include: 1. Inspecting traffic control devices and night time lighting for proper location, installation, message, cleanliness, and effect on the traveling public Traffic control devices shall be inspected each work shift except that Class A signs and night time lighting need to be checked only once a week. Traffic control devices left in place for 24 hours or more also need to be inspected once during ' the non-working hours when they are initially set up (during daylight or darkness, whichever is opposite of the working hours) 2. Preparing a daily traffic control diary on DOT Forms 421-040A and 421-04013, which shall be submitted to the Engineer no later than the end of the next working day to become apart of the project records The Contractor may use their own form if it is approved by the Engineer Include in the diary such items as, a. When signs and traffic control devices are installed and removed, b. Location and condition of signs and traffic control devices, C. Minor revisions to the approved Traffic Control Plan (TCP), d. Lighting utilized at night, and C. Observations of traffic conditions. 3. Ensuring that corrections are made if traffic control devices are not functioning as required The TCS may make minor revisions to the approved TCP to accommodate site conditions as long as the original intent of the traffic control plan is maintained and the revision has concurrence of the TCM and the City TCS. 4 Attending traffic control coordinating meetings or coordination activities as authorized by the Engineer 5. Ensuring that all needed traffic control devices are available and in good working condition prior to the need to install those devices. 6. Having a current set of approved TCP's and applicable contract provisions as provided by the TCM and the latest adopted edition of the MUTCD including the Modifications to the MUTCD for Streets and Highways for the State of Washington, Cary of Kent Development Assistance Brochure #6-5, Traffic Control Plans, and applicable standards and specifications The TCS may perform the work described by"Traffic Control Labor"as long as the duties of the TCS are accomplished, and the TCS has possession of a current flagging card. An ANSI Type 11 retro-reflective vest and a hard hat shall be worn by the TCS whenever they are on the project. SECTION 1-10.2(2)IS DELETED AND REPLACED BY THE FOLLOWING. i 1-10.2(2) Traffic Control Plans (TCP's) The Traffic Control Plan (TCP) or Traffic Control Plans (TCP's) appearing in the contract plans show a method of handling traffic All flaggers are to be shown on the Traffic Control Plan (TCP) except for emergency situations. If the Contractor's methods differ from the contract TCP's, the Contractor shall propose modification of 2007 Asphalt Overlays/Johnson 1 -40 May 24,2007 Project Number 07-3001 the TCP's by submitting supplemental TCP's showing the necessary construction signs, flaggers, and other traffic control devices required for the project to the City's Traffic Control Supervisor(TCS) for review and approval. The Contractor's supplemental TCP's shall be in accordance with the established standards for plan development as shown in the MUTCD, Part VI, including Washington State Modifications to the MUTCD, WSDOT publication M 24-01, and the more stringent requirements of City of Kent Development Assistance Brochure #6-5, Traffic Control Plans The Contractor's supplemental TCP's shall be submitted to the City's TCS for review and approval at least ten calendar days in advance of the time the signs and other traffic control devices will be required The Contractor shall be solely responsible for providing copies of the approved TCP's to the Traffic Control Supervisor(TCS) THE FIRST PARAGRAPH OF SECTION 1-10.2(3)IS DELETED AND REPLACED BY THE FOLLOWING: 1-10.2(3) Conformance to Established Standards Traffic Control Plans (TCP's), flagging, signs, and all other traffic control devices furnished or provided by the Contractor shall conform to the standards established in the latest approved edition of the Manual on Uniform Traffic Control Devices (MUTCD) adopted by the Washington State Department of Transportation (WSDOT), and published by the U S. Department of Transportation, and the Washington State Modifications to the MUTCD, publication M 24-01 published by WSDOT, except as modified by the more stringent requirements contained within the City of Kent Development Assistance Brochure #6-5, Traffic Control Plans. Copies of the MUTCD may be purchased from the Superintendent of Documents, U.S Government Printing Office, Washington, DC, 20402 Washington State Modifications to the MUTCD, publication M 24-01, may be obtained from the 1 Department of Transportation, Olympia, Washington 98504. City of Kent Development Assistance Brochure #6-5, Traffic Control Plans, may be obtained from the City of Kent Public Works Department When these publications appear to be in conflict, the decision of the City's Traffic Control Supervisor(TCS) shall be final THE LAST TWO SENTENCES IN THE FOURTH PARAGRAPH OF SECTION 1-10.2(3) ARE DELETED AND REPLACED BY THE FOLLOWING: ' When the Contractor obtains new traffic control devices or equipment subject to the requirements of NCHRP 350 Category 2, the Contractor will first provide to the City verification that such new traffic control devices or equipment have been certified NCHRP 350 compliant. 2007 Asphalt Overlays/Johnson 1 -41 May 24,2007 Project Number 07-3001 THE LAST SENTENCE OF THE LAST PARAGRAPH IN SECTION 1-10.2(3) IS DELETED AND REPLACED BY THE FOLLOWING. When a sign or traffic control device becomes classified less than"acceptable" it shall be left in place until replaced with an acceptable sign or traffic control device. The replacement must occur within 12 hours, and only then will that traffic control device be removed from the project. ' SECTION 1-10.3(1)IS SUPPLEMENTED BYADDING THE FOLLOWING. 1-10.3(l) Traffic Control Labor Flaggers shall be equipped with portable two-way radios, with a range suitable for the project. The radios will be capable of having direct contact with the Traffic Control Manager, Traffic Control Supervisor, and project management (foremen, superintendents, etc.). The hours eligible for"Traffic Control Labor"will be those hours actually used for the previously described work Any work described under Section 1-10.2(1)B performed by a Traffic Control Supervisor(TCS) will be paid for as "Traffic Control Labor"per hour. 1-10.3(3) Traffic Control Devices SECTION 1-10.3(3)A IS DELETED AND REPLACED BY THE FOLLOWING: 1-10.3(3)A Construction Signs All signs required by the Traffic Control Plans (TCP's) approved by the City's Traffic Control Supervisor, as well as any other appropriate signs prescribed by the Engineer shall be furnished by the Contractor The Contractor shall provide the posts or supports and erect and maintain the signs in a clean, neat, and presentable condition until the necessity for them has ceased All non-applicable signs shall be removed or completely covered with metal, plywood, or an Engineer approved product specifically manufactured for sign covering during periods when they are not needed. When the need for these signs has ceased, the Contractor, upon approval of the Engineer, shall remove all signs, posts, and supports from the project and they shall remain the property of the Contractor except Class A signs which shall be delivered to the City Shops, 5821 S. 240th Street. All orange background construction signs shall utilize materials and be fabricated in accordance with Section 9-28. All orange background construction signs shall be fabricated with Type W or Type VII fluorescent orange sign sheeting. All post mounted signs with Type IV or VII sheeting shall use a nylon washer between the twist fasteners (screw heads, bolts, or nuts) and the reflective sheeting. 2007 Asphalt Overlays/Johnson 1 -42 May 24,2007 Project Number 07-3001 Construction signs will be divided into two classes. Class A construction signs are those signs that remain in service throughout the construction or during a major phase of the work. They are mounted on posts, existing fixed structures, or ' substantial supports of a semi-permanent nature Sign and support installation for Class A signs shall be in accordance with the contract plans or the Standard Plans Class B construction signs are those signs that are placed and removed daily, or are used for short durations which may extend for one or more days. They are mounted on portable or temporary mountings In the event of disputes, the Engineer will detennine if a construction sign is considered as a Class A or B construction sign. If it is necessary to add weight to signs for stability, only a bag of sand that will rupture on impact shall be used. The bag of sand shall. (1) be furnished by the Contractor, (2) have a maximum weight of 40 pounds, and (3) be suspended no more than 1 foot from the ground. Payment for setup and take down of Class B 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), and for transportation described in Section 1-10 3(2) when there is a contract price for"Traffic Control Vehicle " Signs, posts, or supports that are lost, stolen, damaged, destroyed, or which the Engineer deems to be unacceptable while their use is required on the project, shall be promptly replaced by the Contractor without additional compensation. SECTION 1-10.3(3)B IS DELETED AND REPLACED BY THE FOLLOWING. ' 1-10.3(3)B Sequential Arrow Signs (SAS) When an approved Traffic Control Plan (TCP) includes the Sequential Arrow Signs I (SAS) traffic control device, that SAS will meet the requirements of the WTCD and the following: 1. The SAS shall have the following three mode selections: a. Flashing Arrow, Sequential Arrow, or Sequential Chevron mode; and b. A flashing Double Arrow mode, and C. A flashing Caution mode. 2. The panel display for the SAS shall be 96 inches by 48 inches in size, unless otherwise specified on the TCP approved by the City's Traffic Control Supervisor. 3. Arrow panel elements shall be capable of at least a 50 percent dimming from full brilliance. The dimmed mode shall be used for night time operation of sequential arrow panels. 4. All sequential arrow panels shall be finished in non-reflective black. 5. The sequential arrow panel shall be mounted on a vehicle, a trailer, or other suitable device 6. The color of the light emitted shall be yellow. 2007 Asphalt Overlays/Johnson 1 -43 May 24,2007 Project Number 07-3001 7. The power source for the sign shall be capable of operating the lamps at their optimum light level for the entire period of operation The power generating equipment for the SAS must not exceed the maximum permissible environmental noise levels of the City of Kent Noise Ordinance, Chapter 8-05 KCC, when measured at a distance of 20 feet S. A control panel, using solid state circuitry, shall be enclosed in a ventilated, vandal-resistant box A photometric control, with manual override, shall automatically dim the lights during hours of darkness The location and use of the SAS will meet the following guidelines: 1. When SAS's are used to close multiple lanes, a separate SAS shall be used for each lane closure A single SAS shall not be used to shift traffic laterally more than one lane. 2. When prevailing speeds through the work zone exceed 40 mph, the SAS must be protected by crashworthy barriers, or shielded with impact attenuators or crash cushions meeting the requirements of NCHRP 350. SECTION 1-10.3(3)C IS SUPPLEMENTED BYADDING THE FOLLOWING: ' 1-10.3(3)C Portable Changeable Message Sign The PCMS shall meet the requirements of the MUTCD and the following: The PCMS shall employ one of the following technologies: , 1. Back-lighted split-flap 2. Fiber optic/shutter 3. Light emitting diode 4. Light emitting diode/shutter 5. Flip disk Regardless of the technology, the PCMS shall meet the following general requirements. 1. Light emitting and must not rely solely on reflected light. 2 Have a display consisting of individually controlled pixels no larger than 2 1/2 inch by 2 1/2 inch. If the display is composed of individual character modules, ' the space between modules must be minimized so alphanumeric characters of any size specified below can be displayed at any location within the matrix 3. When activated, the pixels shall display a yellow or orange image. When not activated, the pixels shall display a flat black image that matches the background of the sign face. 4. Capable of displaying alphanumeric characters that are a minimum of 18 inches in height The width of alphanumeric characters shall be appropriate for the font. The PCMS shall be capable of displaying three lines of eight characters per line with a minimum of one pixel separation between each line 2007 Asphalt Overlays/Johnson 1 -44 May 24,2007 Project Number 07-3001 5 The PCMS message, using 18 inch characters, shall be legible by a person with 20/20 corrected vision from a distance of not less than 800 feet centered around an axis perpendicular to the sign face. 6. The sign display shall be covered by a stable, impact resistant polycarbonate face The sign face shall be non-glare from all angles and shall not degrade due to exposure to ultraviolet light. 7. Capable of simultaneously activating all pixels for the purpose of pixel diagnostics. Any sign that employs flip disk or shutter technology shall be programmable to activate the disks/shutters once a day to clean the electrical components. This feature shall not occur when the sign is displaying an active message. 8. The light source shall be energized only when the sign is displaying an active message. 9. Equipped with a redundant light source such that the sign will continue to emit light if one of the light sources fails The PCMS panels and related equipment shall be permanently mounted on a trailer with all controls and power generating equipment. The power generating equipment for the PCMS must not exceed the maximum permissible environmental noise levels of the City of Kent Noise Ordinance, Chapter 8-05 KCC, when measured at a distance of 20 feet. The PCMS shall be operated by an easy to use controller that provides the following functions 1. Select any preprogrammed message by entering a code. I 2. Sequence the display of at least five messages. 3. Blank the sign 4 Program new message, which may include moving arrows and chevrons 5. Mirror the message currently being displayed or programmed. Portable changeable message sign(s) shall be available, on site, for the life of the project. The Contractor shall operate the PCMS in accordance with the approved traffic control plans or as directed by the Engineer The PCMS shall not be used in lieu of sequential arrow signs. 1 The location and use of the PCMS will meet the following guidelines: 1. Each PCMS must be located so that it provides the maximum legibility distances from all of the approach lanes. 2. Each phase of the PCMS message will be limited to no more than two displays. 3. Messages having more than two phases will not be permitted. 4. When abbreviations are used in a PCMS message, they will conform to guidelines provided in Tables 34, 35 and 35 found in the Older Driver Highway Design Handbook, FHWA, January 1998 2007 Asphalt Overlays/Johnson 1 -45 May 24,2007 Project Number 07-3001 I 5. All PCMS messages must be approved in writing by the City's Traffic Control Supervisor(TCS) when those messages are not clearly stated on the approved TCP 6. When prevailing speeds through the work zone exceed 40 mph, the PCMS must be protected by crashworthy barriers, or shielded with impact attenuators or crash cushions meeting the requirements of NCHRP 350 SECTION 1-10.4 IS DELETED AND REPLACED BY THE FOLLOWING. 1-10.4 Measurement No unit of measure will apply to the position of Traffic Control Manager(TCM) and it will be considered incidental to unit contract prices When the TCM performs the duties of Traffic Control Supervisor(TCS), measurement and payment will be as specified for the TCS Traffic Control Supervisor(TCS) will be measured for each hour a person is actually performing the duties described in Section 1-I0.2(1)B as authorized by the Engineer. ' Portions of an hour will be rounded up to a whole hour A minimum of 4 hours will be paid when the Engineer authorizes the TCS to be on the job site during non- working shifts. Traffic Control Labor will be measured by the hour for each hour a person is actually performing the work described by Section 1-10 2(1) B, and Section 1-10.3(1) of the specifications. Eligible hours for Traffic Control Labor under this item shall be limited to the hours the worker is actually performing the work as documented by the Contractor's TCM, City Inspector's records, and upon the Contractor's Certified Payroll Records submitted to the City Inspector. Portions of an hour will be rounded up to a whole hour. Class A Construction Signs will be measured by the square foot of panel area. A Class A Construction Sign may be used in more than one location and will be measured for payment for each new installation. Class B construction signs will not be measured for payment Sign posts or supports will not be measured for payment. No specific unit of measurement will apply to the lump sum item of Temporary Traffic Control Devices. Portable Changeable Message Signs (PCMS) will be measured per day for each day t that the PCMS is in operation within the project limits The days of operation will be determined by the Engineer. Days of operation in excess of those determined by the Engineer will be at the Contractor's expense. Portions of a day will be rounded up to a whole day. Sequential Arrow Signs (SAS)will be measured per day for each day that the SAS is in operation within the project limits The days of operation will be determined by the Engineer. Operation of the Sequential Arrow Signs over and above those days authorized by the Engineer shall be at the Contractor's expense 2007 Asphalt Overlays/Johnson t -46 May 24,2007 Project Number 07-3001 SECTION 1-10.5IS DELETED AND REPLACED BY 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: iThe 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(l) of the Special Provisions, 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 weekly basis. The unit contract price for"Construction Signs Class A"per square foot of panel area shall be full pay for all costs for performing the work described in Section 1-10 3(3) and Section 1-10.3(4). This payment will include all labor, equipment, and vehicles necessary for the acquisition and installation of Class A signs, and ultimate return of any City-furnished signs. Payment will not be made for Class A signs delivered to, or removed from the project without the approval of the City's Traffic Control Supervisor. Upon completion of the project all Class A signs used on the project shall be delivered to the City Shops, 5821 S. 240th Street. 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. 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(5) 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 1 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(7). Relocation of the PCMS within the project limits will be paid under the item "Traffic Control Labor." 2007 Asphalt Overlays/Johnson t -47 May 24,2007 Project Number 07-3001 The unit contract price for"Sequential Arrow Sian(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(8). The operator of this device will be paid under the item "Traffic Control Labor." When the proposal does not include a bid item for a specific bid item listed in the Standard Specifications and/or the 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. 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 Special Provisions 1 I i t T 2007 Asphalt Overlays/Johnson t -48 May 24,2007 Project Number 07-3001 DIVISION 2 - EARTHWORK 2-02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS SECTION 2-02.1 IS SUPPLEMENTED BYADDING 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. ISECTION 2-02.3 IS REVISED BY REPLACING THE LAST THREE PARAGRAPHS WITH THE FOLLOWING. 2-02.3 Construction Requirements SECTION 2-02.3(3)IS DELETED AND REPLACED BY 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 Special Provisions. 2. Material that is to be incorporated into the embankment shall be broken into pieces not exceeding 18 inches in any dimension, and no part of any piece shall j be within three feet of the top, side or end surface of the embankment or any structure 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 BYADDING 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: 2007 Asphalt Overlays/Johnson 2- 1 May 24,2007 Project Number 07-3001 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 =additional compensation 6 inches 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 $6 0 = $0.67/SY in addition to the unit price. No other compensation shall be allowed. 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. The unit contract price per lineal foot for"Remove Cement Concrete Extruded Curb" 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 extruded curb as shown on the plans and described in the specifications. "Saw Cut Existing Asphalt Concrete Pavement" The unit price contract price per lineal foot for the above item(s) 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: (Encountered thickness—6 inches) x unit bid price = additional compensation 6inches For example, if the Contractor encounters pavement to be removed which is 8 inches thick and its unit bid price was $2 00/LF then its additional compensation for the extra thickness would be- $2.—6) x $ 6 = $0.67/LF in addition to the unit bid price. No other 6 compensation shall be allowed. 2007 Asphalt Overlays/Johnson 2-2 May 24,2007 Project Number 07-3001 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 I 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 BYADDING THE FOLLOWING: 2-03.3( )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 Standard Specifications. The Contractor is responsible for determining which permits are required for the selected disposal sites. Within the City of Kent, wetlands are identified by using the Corps of Engineers Wetlands Delineation Manual dated January 1987. SECTION 2-03.3(14)D IS SUPPLEMENTED BYADDING 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 6IS DELETED AND REPLACED BY 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 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. 2007 Asphalt Overlays/Johnson 2-3 May 24,2007 Project Number 07-3001 SECTION 2-06.S 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 1 i i l i l i t 2007 Asphalt Overlays/Johnson 2-4 May 24,2007 Protect Number 07-3001 DIVISION 4 - BASES DIVISION 4 IS SUPPLEMENTED BYADDING THE FOLLOWING NEW SECTION: 4-03 GRAVEL BORROW 4-03.1 Description This work shall consist of constructing one or more layers of gravel borrow upon a prepared subgrade in accordance with these specifications and in conformity with the lines, grades, depths, and typical cross-section shown in the plans or as established by the Engineer. f4-03.2 Materials Materials shall meet the minimum requirements of the following section in the Special Provisions. Gravel Borrow 9-03.14(1) 4-03.3 Construction Requirements Gravel borrow shall be uniformly spread upon the prepared subgrade to the depth, width, and cross-sections shown in the plans Construction methods used shall meet the appropriate requirements of Section 4-04.3. 4-03.4 Measurement Gravel borrow will be measured in the same manner prescribed for the measurement of crushed surfacing materials as set forth in Section 4-04.4 4-03.5 Payment iPayment 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"Gravel Borrow, Including Haul and Compaction" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to haul, place, finish grade, and compact the gravel borrow as shown on the plans and described in the specifications This item shall be used for roadway subbase, backfill for water, storm sewer, electrical conduit trenches, and other excavation backfill and compaction unless otherwise noted 4-04 BALLAST AND CRUSHED SURFACING 4-04.3 Construction Requirements 2007 Asphalt Overlays/Johnson 4- 1 May 24,2007 Project Number 07-3001 SECTION 4-04.3(2)IS SUPPLEMENTED BYADDING 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 REVISED BY DELETING THE FIRST PARAGRAPH AND REPLACING IT WITH THE FOLLOWING: 4-04.3(5) Shaping and Compaction Surfacing shall be compacted in depths not to exceed 6 inches except top course shall not exceed 2 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 BYADDING 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. SECTION 4-04.5IS SUPPLEMENTED BYADDING THE FOLLOWING. 4-04.5 Payment "Crushed Surfacing Top Course, 518 Inch Minus" "Crushed Surfacing Base Course, 1 1/4 Inch Minus" The unit contract price per ton for the above item(s) constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to haul,place, finish grade, and compact the material 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 separately under the appropriate bid item. i 2007 Asphalt Overlays/Johnson 4-2 May 24,2007 ' Project Number 07-3001 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 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 ' 5-04 HOT MIX ASPHALT SECTION 5-04.1 IS SUPPLEMENTED BYADDING THE FOLLOWING: 5-04.1 Description Section 5-04 of the Standard Specifications is modified per the WSDOT GSP "Hot ' Mix Asphalt" as included, except as modified herein. See Appendix A-4. SECTION 5-04.2IS SUPPLEMENTED BYADDING THE FOLLOWING. ' 5-04.2 Materials ' Recycled materials for the pavement sections shall not be allowed. SECTION 5-04.3(7)A IS SUPPLEMENTED BYADDING THE FOLLOWING: ' 5-04.3(7)A Mix Design The City of Kent at its option may approve a current WSDOT approved mix design, Class B 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-stnpping 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. SECTION 5-04.3(8)A IS DELETED AND REPLACED BY 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 500±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. ' 2007 Asphalt Overlays/Johnson $ - t May 24,2007 Project Number 07-3001 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 based on Section 5-04.5(1)A of the Standard Specifications The Engineer, however, is ' not obligated to accept out of specification work and has the authority to require the removal of material that does not meet the contract specifications. SECTION 5-04.3(9) IS SUPPLEMENTED BYADDING THE FOLLOWING: ' 5-04.3(9) Spreading and Finishing , Asphalt concrete Class B 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(10)IS SUPPLEMENTED BYADDING 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 BY THE FOLLOWING: 5-04.3(10)B Control ' For Asphalt Concrete Class A, B, E, F and G, 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 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. ' 2007 Asphalt Overlays/Johnson 5 -2 May 24,2007 Project Number 07-3001 ' 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 compactibihty 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). Asphalt concrete Class D and prelevelmg 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 where planing is not specified. ' 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 form a uniform transverse joint. The Contractor shall construct and maintain a temporary PIMA wedge in accordance with Section 5-04 3(11) 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 SECTION 5-04.3 IS SUPPLEMENTED BYADDING THE FOLLOWING NEW SECTIONS: ' 5-04.3(22) Temporary Pavement Temporary pavement including trench patches shall be installed where specified by the Engineer. ' 5-04.3(23) Fabric Reinforcement ' The Contractor shall construct an approved fabric reinforcement consisting of a single coat of asphalt cement and one ply of polypropylene fabric over the existing pavement before the placement of the asphalt concrete pavement overlay between the limits designated by the Engineer, in accordance with the Standard Specifications, the affected plans and the following special provisions: Materials Asphalt cement AR-4000W shall meet the requirements specified in Section 9-02 of the Standard Specifications. ' 2007 Asphalt Overlays/Johnson 5 -3 May 24,2007 Project Number 07-3001 The fabric shall be non-woven polypropylene material having the following , properties Weight 3.5 oz. per sq. yd. , Tensile strength, either direction Min 80 lbs. Minimum width 75 inches Construction Requirements All equipment, tools, and machines used in the performance of the work shall be subject to the approval of the Engineer and shall be maintained in satisfactory working condition at all times. Equipment for surface cleaning shall be capable of effectively removing oil, grease, , dust, dirt or other objectionable materials from the pavement. Application equipment shall consist of suitable brooms and distributor as required. , The distributor shall have a capacity of not less than 1,000 gallons and shall be so , designed, equipped, maintained and operated that asphalt material of an even heat shall be uniformly applied at the required rate. It shall be insulated and equipped with an adequate heating device. It shall be equipped with a 10-foot spray bar with , extensions, pressure pump and gauge, with a volume gauge so located as to be observed easily by the inspector from the ground, a tachometer to control accurately the speed and spread of asphalt, and two thermometers, one to be installed ' permanently in the tank to indicate temperature of the asphalt at all times The power for operating the pressure pump shall be supplied by an independent power unit which will develop a minimum of 25 pounds per square inch pressure at the spray ' bar. Surface Preparation Preleveling, if necessary, shall be done prior to placing fabric reinforcing. The pavement surface to be fabric reinforced shall be free of all foreign materials such as dirt, grease, etc. Prior to applying the asphalt, all dust and loose material shall be ' removed from the pavement surface with compressed air. Existing cracks shall be filled as specified elsewhere under"Crack Sealing."Holes shall be repaired with , asphalt emulsion patching mix or hot mix. Application ' The asphalt must be sprayed uniformly over the area to be fabric covered at the rate of 0 25 to 0 30 gallons per square yard. To avoid laps and ridges at transverse junctions of separate applications of asphalt, the Contractor shall shield the preceding asphalt application in a manner satisfactory ' to the Engineer. Application of the asphalt should be accomplished with an asphalt distributor wherever possible. Inaccessible or small areas may be shot with a suitable hand sprayer. The asphalt shall be spread at a temperature of at least 290°F. 2007 Asphalt Overlays/Johnson 5 -4 May 24,2007 Project Number 07-3001 ' The Contractor shall not begin application of the fabric reinforcement until he has demonstrated, to the satisfaction of the Engineer, that all labor, equipment, and materials necessary to apply the fabric are either on hand or readily available. ' Initial alignment of the fabric is very important, since the fabric direction cannot be changed appreciably without causing wrinkles If the alignment of the fabric must be ' changed, the fabric shall be cut and realigned, overlapping the previous material and proceeding as before All joints shall be overlapped a minimum of 6 inches and in the direction of traffic For lapped joint, the top fabric shall be folded back to allow application of a light coat of asphalt (0.05 gallons per square yard should be adequate). The top fabric shall then be folded back onto the asphalt, broomed, and squeegeed out smoothly. Rolling and brooming of the fabric into the asphalt shall be accomplished in such a way that any air bubbles which form under the fabric will be removed This can be accomplished best by brooming from the center of the fabric ' toward the outer edges. The fabric shall be neatly cut and contoured at all joints. Weather and Moisture Limitations ' Work shall not be done during wet weather conditions nor when the pavement and ambient air temperatures are below 60°F. The pavement shall be surface-dry at the time of the application of the asphalt Membrane Curing The entire surface of the fabric shall be pneumatically rolled until the fabric is well ' embedded into the asphalt as approved by the Engineer. Asphalt Concrete Overlay A representative for the manufacturer of the fabric shall be on the project to work with the Contractor's personnel and to provide the necessary technical assistance to ensure the satisfactory placement of the fabric The representative shall not leave the project until the Engineer is satisfied that the Contractor has a full understanding of what is required to place the fabric satisfactorily. ' The Contractor shall not place more fabric on the traveled roadway than can be overlaid the same day with asphalt concrete. No fabric except that which is required for normal lapped joints shall be exposed to traffic. In the event of breakdown of the paving operation, the fabric which has not been overlaid shall be dusted with sand to break the tackiness of the sealant so traffic does not pickup the fabric The application rate shall uniformly dust the roadway as approved by the Engineer. More than one application of sand may be required. Before placing the asphalt concrete, the fabric surface shall be broomed to remove the excess sand as directed by the Engineer. The sand shall meet the graduation requirements of the Section 9-03.1(2)B of the Standard Specifications 2007 Asphalt Overlays/Johnson 5-5 May 24,2007 Project Number 07-3001 SECTION 5-04.4IS SUPPLEMENTED BYADDING THE FOLLOWING: ' 5-04.4 Measurement , Fabric reinforcement will be measured by the square yard for the surface area,which , is satisfactorily covered, sealed and accepted. SECTION 5-04.S IS DELETED AND REPLACED BY 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 Class B, PG 64-22" shall be full pay for all costs of material, labor, tools and equipment necessary for furnishing, installing and finishing the asphalt for driveways, permanent utility patches, sidewalk ramps, and , other areas at the locations shown on the plans, 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 ton for"HMA Class B, PG 64-22, Full Width Overlay" , shall be full pay for all costs of material, labor, tools and equipment necessary for furnishing, installing and finishing the asphalt for the full-width overlay at the locations shown on the plans, as specified herein and as directed by the Engineer. , This work shall include the cost to install an asphalt thickened edge in the areas identified on the plans 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"Fabric Reinforcement' constitutes complete compensation for furnishing all labor, materials, tools, equipment, and ' incidentals for performing the work involved in cleaning the surface to be sealed, furnishing and placing the fabric and sand, sand removal, and furnishing and applying the asphalt, in accordance with the requirements of these specifications. , The unit contract price per square yard for"Planing Bituminous Pavement" 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. No additional cost compensation shall be made for cold mix material to provide a temporary transition from planed areas to existing pavement. Payment shall be made upon actual square yards planed, regardless of the full planing capacity of the equipment used. Payment for the above roadway preparation including all labor, materials, tools and ' equipment shall be considered incidental to the construction and all costs shall be included by the Contractor in the unit contract price or other bid items except for those items which are specifically included m the proposal. Payment for said items shall be included under the appropriate bid item. 2007 Asphalt Overlays/Johnson 5-6 May 24,2007 Project Number 07-3001 SECTION 5-04.5IS SREVISED BY DELETING THE LAST THREE(3) ITEMS. SECTION 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 ' 2007 Asphalt Overlays/Johnson 5-7 May 24,2007 Project Number 07-3001 DIVISION 7 -DRAINAGE STRUCTURES. STORM SEWERS, SANITARY SEWERS, WATER MAINS AND CONDUITS 7-05 MANHOLES, INLETS, CATCH BASINS, AND DRYWELLS 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 Standard Specifications, standard plans, City of Kent standard details 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 niches 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 nng 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 cementations materials only Wood, plastic, iron, aluminum, bituminous or similar materials are prohibited. 2007 Asphalt Overlays/Johnson 7- 1 May 24,2007 Project Number 07-3001 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. The joint 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. 7-05.3(6) Storm Drain Stenciling , The pavement adjacent to all catch basins and inlets within the project limits shall be marked with a standard pollution prevention thermoplastic form such as the example , following. No DUMPING ! DRAINS To STREAM � The wording shall be placed so that it can be read from the sidewalk or shoulder of the road. Contractor is responsible for purchase and installation of the thermoplastic material. SECTION 7-05.5IS SUPPLEMENTED BYADDING THE FOLLOWING: , 7-05.5 Payment "Adiust Existing Manhole Cover to Finished Grade" , "Adjust Existing Catch Basin Grate or Curb Inlet Grate to Finished Grade" The unit contract price per each for the above item(s) 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 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"Thermoplastic Storm Drain Pollution Marker" constitutes complete compensation for furnishing all labor, tools, equipment, supplies and materials necessary or incidental to the installation of the thermoplastic 1 storm drain pollution markers and other work as specified. Also see Section 7- 05.3(6) and 8-22 of the Kent Special Provisions. 2007 Asphalt Overlays/Johnson 7 - 2 May 24,2007 ' ProectNumber 07-3001 7-12 VALVES FOR WATER MAINS 7-12.3(3) Adjusting Valve Boxes to Grade On asphalt concrete paving and/or asphalt resurfacing projects, valve box top section and similar structures shall not be adjusted and/or installed until the pavement is completed, at which time the center of each structure shall be relocated from referenced previously established by the Contractor. The pavement shall be cut in a restricted area and base material removed to permit adjustment of the old unit. The ' structure shall then be installed to proper grade utilizing the same methods of construction as specified for new construction to Section 7-12 of the Standard Specifications. All valves covered by new paving shall be uncovered and adjusted to grade within 72 hours. SECTION 7-12.5 IS DELETED AND REPLACED BY 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: The unit contract price per each for"Adjust Existmiz 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, backfilhng, compacting, surfacing and restoration. Any adjustments made prior to the final finished elevation shall be considered incidental to this bid item. Reference Kent Standard Detail 3-12. ' 2007 Asphalt Overlays/Johnson 7-3 May 24,2007 Project Number 07-3001 DIVISION 8 - MISCELLANEOUS CONSTRUCTION 8-04 CURBS, GUTTERS, AND SPILLWAYS iSECTION 8-04.3(1)IS SUPPLEMENTED BYADDING THE FOLLOWING: 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 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 8-04.4IS SUPPLEMENTED BYADDING THE FOLLOWING. 8-04.4 Measurement Measurement of cement concrete curb and cement concrete curb and gutter, when constructed across wheel chair ramps and/or driveways, will include the widths of the wheel chair ramp and/or driveway. SECTION 8-04.5IS SUPPLEMENTED BYADDING THE FOLLOWING: 8-04.5 Payment 1 Add the following to Section 8-04.5 of the Standard Specifications: "Cement Concrete Curb and Gutter" per linear foot. "Cement Concrete Extruded Curb"per linear foot The unit contract price per linear foot for the above items shall be considered complete compensation for all materials, labor, tools and equipment required to install the curbs in accordance with the plans, specifications and as directed by the Engineer 8-09 RAISED PAVEMENT MARKERS SECTION 8-09.1 IS DELETED AND REPLACED WITH THE FOLLOWING: ' 8-09.1 Description This work shall consist of furnishing, and installing and removing raised pavement markers of the type specified in the plans upon the roadway surface in accordance with the plans, Standard Plans, Standard Details, and these specifications, at locations shown in the Contract or as directed by the Engineer. ' 2007 Asphalt Overlays/Johnson $- 1 May 24,2007 Project Number 07-3001 Unless otherwise noted upon approved Channelization Plans, the raised pavement markings shall be installed in strict conformance to Standard Detail 6-26(a), RPM Substitution Patterns SECTION 8-09.3(1) IS SUPPLEMENTED BYADDING THE FOLLOWING. 8-09.3(1) 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 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 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 8-09.3 IS SUPPLEMENTED BYADDING THE FOLLOWING NEW SECTION. 8-09.3(6) 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 lines. Preliminary spotting for each raised pavement marker shall be provided with the 3-foot spacing required by Standard Detail 6-26(a), RPM Substitution Patterns. SECTION 8-09.4 IS SUPPLEMENTED BYADDING THE FOLLOWING: , 8-09.4 Measurement When shown as lump sum in the plans or in the Proposal as removal of ' miscellaneous traffic items, 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. 2007 Asphalt Overlays/Johnson 8 -2 May 24,2007 Project Number 07-3001 SECTION 8-09.5IS SUPPLEMENTED BYADDING THE FOLLOWING: 8-09.5 Payment "Remove Miscellaneous Traffic Items", per lump sum. 8-13 MONUMENT CASES SECTION 8-13.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-13.5 Payment Payment will be made in accordance with Section 1-04 1, for the following bid items 1 when they are included in the Proposal. The unit contract price per each for"Adjust 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, backfilhng, compacting, surfacing and restoration Any adjustments made prior to the final finished elevation shall be considered incidental to this bid item Reference Kent Standard Detail 648. 8-20 ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, AND ELECTRICAL SECTION 8-20.3(8) IS REVISED AS FOLLOWS: 1 8-20.3(8) Wiring i THE THIRD PARA GRAPH 0 F THIS S ECTIONIS DELETED AND REPLACED BY THE FOLLOWING. 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 cramped solder-less connectors installed with an approved tool designed for the purpose to securely join 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 Special Provisions to seal each splice individually, unless otherwise specified by the Engineer In no case shall epoxy splice kits be permitted ' 2007 Asphalt Over]aysllohnson 8-3 May 24,2007 Protect Number 07-3001 SECTION 8-20.3(14)C IS REVISED AS FOLLOWS: ' 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: t 4. All content after the first sentence is DELETED. ITEM 9 AND ITEM 10 CONTENTS ARE DELETED, LEAVING THEM BLANK SECTION 8-20.3(14)C IS SUPPLEMENTED BYADDING 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. 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 8-20.5 IS SUPPLEMENTED BYADDING THE FOLLOWING. , 8-20.5 Payment The unit contract price per each for"6' Diameter Traffic Loop"constitutes complete compensation for all labor, materials, tools, supplies, and equipment necessary to provide and install a traffic loop to the size and location shown on the drawings and in accordance with the Kent Special Provisions and Standard Specifications. The unit price bid shall include but not be limited to: saw cutting the pavement; , wiring; rope, sealant; connect new wiring to existing, testing and any additional labor, materials, tools, supplies and equipment necessary for the satisfactory ' completion of said item. 2007 Asphalt Overlays/Johnson 8-4 May 24,2007 Project Number 07-3001 1 8-22 PAVEMENT MARKING ` SECTION 8-22.1 IS REVISED AS FOLLOWS: 8-22.1 Description THE TEXT UNDER Crosswalk Line IS REPLACED BY THE FOLLOWING: A series of pairs of parallel SOLID WHITE lines, 8-feet long, 8 inches wide, aligned parallel with the direction of traffic, with an 8 inch space between the lines. Pairs are located as shown in City of Kent Standard Detail 6-27(c). THE TEXT UNDER Two Way Left Turn Line IS REPLACED BY THE FOLLOWING: A SOLID YELLOW line, 4 inches wide, with a BROKEN YELLOW line, 4 inches wide, separated by a 4 inch space The broken or"skip"pattern shall be based upon the City's 12-foot line and a 30-foot space, except where the existing paint markings use a different pattern in which case the existing pattern will be used The solid line shall be installed to the right of the broken line in the direction of travel. SECTION 8.22.2 IS DELETED AND REPLACED BY THE FOLLOWING. 8-22.2 Materials Material for pavement markings shall be paint, plastic or Raised Pavement Markings (RPMs) as noted in the bid item Paint and plastic shall be selected from materials listed in the Qualified Products list (QPL) Material for RPMs shall meet the requirements for Section 8-09 2. SECTION 8-22.3(2) IS SUPPLEMENTED BYADDING 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 8-22.3(3) IS SUPPLEMENTED BYADDING 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 painted traffic lines until such time as the marking paint has completely dried Failure to ensure reasonable protection for the undned paint lines A ill result in the Engineer's decision to adjust the method of payment for damaged paint lines The Engineer's decision regarding the means of payment adjustment for vehicle damaged paint lines is final in this matter. Type 2 markers may be warmed prior to setting by heating to a maximum temperature of 120 F for a maximum of 10 minutes. 2007 Asphalt Overlays/Johnson 8 -5 May 24,2007 Project Number 07-3001 SECTION 8-22.3(5) IS SUPPLEMENTED BYADDING THE FOLLOWING. 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 BYADDING 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 v>sit the site to determine the extent, location and type of items to be removed. SECTION 8-22.4 IS DELETED AND REPLACED BY THE FOLLOWING: 8-22.4 Measurement Measurement of raised pavement markers will be units of one hundred for each type of marker furnished and set in place. 8-23 TEMPORARY PAVEMENT MARKINGS , THE FIRST PARA GRAPH O F SECTION 8-23.1 IS D ELETED A ND R EPLACED BY THE ' FOLLOWING. 8-23.1 Description , The work shall consist of fumishing, 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 2007 Asphalt Overlays/Johnson 8-6 May 24,2007 ProjectNumber 07-3001 replaced immediately. Edge lines shall be installed unless otherwise specified in the ` Contract. i 1 i - i i ! 1 1 1 t t 1 i 1 2007 Asphalt Overlays/Johnson 8-7 May 24,2007 Project Number 07-300I DIVISION 9 - MATERIALS 9-03 AGGREGATES SECTION 9-03.14(1) IS DELETED AND REPLACED BY THE FOLLOWING: 9-03.14(1) Gravel Borrow Gravel Borrow material shall consist of pit-run granular material conforming to the following gradation: Sieve Size Percent Passing 3 Inch* 100 3/4 Inch 65 - 100 U S. No. 4 25 - 70 1 US No 10 10 - 50 U.S No. 40 0- 30 U.S. No. 200 0 - 5 Sand equivalent 50 min. The maximum passing the U.S No. 200 sieve is limited to five percent(5%)based on the minus 94 inch fraction. Sieve analysis shall be used to verify that this requirement is met Recycled 1 materials such as broken concrete or asphalt, shall not be allowed unless specifically authorized in advance by the Engineer. Where additional materials are required to formulate the street sub-base to the cross section denoted in the plans, said additional material shall be Gravel Borrow. * The maximum size of stone for geosynthetic reinforced walls or slopes shall be 100 percent passing 1 114 inch square sieve and 90 to 100 percent passing 1 inch ' square sieve. All other sieve values continue to apply. 9-29 ILLUMINATION, SIGNALS, ELECTRICAL iSECTION 9-29.12(2) IS DELETED AND REPLACED BY 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 Scotchrm#06147 Electrical Moisture Sealant, or approved equal 2007 Asphalt Overlays/Johnson 9- 1 May 24,2007 Project Number 07-3001 KENT STANDARD DETAILS The following Kent Standard Details supplement all other plans, which have been prepared for this project and are considered to be a part of the project plans. WATER 3-12 Valve Box & Operating Nut Extender STREET 6-6(a) Combined Curb & Gutter 6-18 Standard Monument, Monument Case & Cover 6-26(a) R.P.M. Substitution Patterns 6-26(b) Lane Markings 6-27(c) Thermoplastic Crosswalk Markings 6-28 Thermoplastic Arrows, Stop Bars, and Only Legend 6-29 Railroad Warning Pavement Markings 6-47(c) Induction Loop Details 6-47(d) Induction Loop Installation Notes 6-47(e) Induction Loop Placement 1 i 1 2007 Asphalt Overlays/Johnson A- 1 May 24,2007 Project Number 07-3001 3000 PSI CONCRETE OLYMPIC FOUNDRY VB 940 WITH PAD IN UNPAVED TWO (2) INCH "DEEP SKIRT" COVER. AREAS THE COVER SHALL BE MARKED "WATER" SEE NOTE 5 SEE NOTE 6 FOR TRANSMISSION ZONE SEPARATION OR OTHER APPLICATIONS SPECIFIED BY THE DIRECTOR. �� i, 3 z c LO r-� c EXTENSION i� Q t AS NEEDED 3 < II M ♦ a I I f2 a' • •♦ G e I I fN e ° 5E II 3'x3'x6" THICK CONCRETE 11 PAD AROUND VALVE COVER r—Ljl IN UNPAVED AREAS I BASE SECTION: PLAN RICH 24 VALVE BOX BOTTOM, OLYMPIC NO. VBIC OR 2" SQUARE o PRE—APPROVED EQUAL OPERATING AND SHALL BE COMPATIBLE NUT WITH TOP SECTION ROCK GUARD, 4 114" DIA. 1/8 MIN.. THICK VALVE BOX WITH X ' OPERATING NUT EXTENDER z NOTES: 3/4" SOLID 1. EXTENSIONS ARE REQUIRED WHEN THE VALVE NUT IS STEEL ROD. MORE THAN THREE (3) FEET BELOW FINISHED GRADE. 2, EXTENSIONS SHALL BE A MINIMUM OF ONE (1) FOOT LONG. 3. EXTENSIONS SHALL BE SIZED AS NOTED, AND PAINTED r—� WITH TWO (2) COATS OF METAL PAINT. 4. EXTENSIONS ARE MANUFACTURED OR AVAILABLE FROM OPERATING NUT EXTENDER H.D. FOWLER OR PACIFIC WATERWORKS. 5. EARS, LUGS OR STAINLESS CAP SCREWS ON COVER SHALL BE ALIGNED WITH DIRECTION OF WATER FLOW. CITY OF KENT ENOINEERING DEPARTMENT 6. FOR ADDITIONAL REQUIREMENTS AND USE SEE SECTION VALVE BOX AND 3.7.3 OF THE CITY OF KENT CONSTRUCTION STANDARDS KENT ....,..... OPERATING NUT EXTENDER DESIGNED JB STANDARD DETAIL DRAWN JY SOME NONE CHECKED I GATE 11-30-04 Z_ r� MPROVED arc D1011ED1 J L 12" 6- 5 1/2' - � zs- - 1/2"R ' d d ° d 1"R c Ir ° d a ° J1/211R v N d ° d d a C d _ � Q d d to °d C d d dd G G c ° Qd d 44 .1 a a d NOTE i i it CONCRETE CLASS 1100 IS REQUIRED, I CITY OF KENT ENGINEERING DEPARTMENT KENT COMBINED CURB AND GUTTER ��OOI�OTO• DESIGNED SCALE SIANOARD DETNL DRAIN iI CHECKED DATE 6-it-99 C—C/a\ PR WD Cnr erou[u V V` J M 2" BRASS DISC Olt OU3 IIll uu1 PLAN OF COVER FINISHED GRADE 10 1 2" DIA. (PAVEMENT) (BOTH SIDES) n � 9 1 4" DUl COVER 3/8" 1 1/2' ao f / " N � 1/2" T MONUMENT DETAIL + - 3/4" B" iDL4L • •° ' �1" MIN. OR 6" MAX. N ° e I a- I 'o 5 3 4" R. + l • I 1 ONCRETE CLASS 3000 BASE 10" R. _� 6" iSECTION MONUMENT NOTES 1 MONUMENT, MONUMENT CASE AND COVER - OLYMPIC FOUNDRY WSDOT 8" x 9", PART NO. 1015. 2. MONUMENT POST - FOG-TITE MONUMENT POST, OR PRE-APPROVED EQUAL 3. THE CASTINGS SHALL BE GRAY-IRON CASTINGS, ASTM DESIGNATION A-48, CLASS 40. THE COVER AND SEAT CITY OF KENT SHALL BE MACHINED SO AS TO HAVE PERFECT CONTACT ENOINEERINO DEPARTMENT AROUND THE ENTIRE CIRCUMFERENCE AND FULL WIDTH OF BEARING SURFACE. STANDARD MONUMENT, i 4. WHEN THE MONUMENT, MONUMENT CASE AND COVER ARE •KENT MONUMENT CASE AND COVER PLACED IN CEMENT CONCRETE PAVEMENT THE CONCRETE DESIGNED KRL SCALE NONE STANDARD oEnuL BASE WILL NOT BE NECESSARY. DRAWN CHECKED KRL DATE TO-11-04 6-1 p APp: o rin DIdKG C•� PORTIONS OF THESE STANDARDS ARE BEING REVISED CONTACT TRANSPORTATION ENGINEERING FOR CURRENT STANDARD 253 856-5500 42 12' 30' 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 a 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 a0000 a0000 VARIES 300' MAX ' 5 TWO WAY LEFT TURN LANE a o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o a o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 * Doc 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 21' 4" GAP TYPE 1Y RPM TYPE 2YY RPM TRAFFIC DIRECTION TWO WAY LEFT TURN LINES TRAFFIC DIRECTION ' TRAFFIC DIRECTION TYPE 2W OR Y RPM TYPE 1W OR Y RPM III�21 'III 3' I a 00 o o o 0 a 0 o o o o 0 ao 0 o o o 888888E 8 88888888889 NO GAP 0 0 �0 a o 0 0 0 0 o a o 0 o o 0 TYPE 1Y RPM 4 GAP �� WIDE LINE �` TYPE 2YY RPM TRAFFIC DIRECTION TRAFFIC DIRECTION DOUBLE YELLOW CENTER LINE 42 12' 30' �~ 7TYPE 00000 TRAFFIC DIRECTION TYPE 1W RPM 42' 2W RPM 12' 30' TRAFFIC DIRECTION 3' SKIP CENTER LINE 0000 00 TYPE 2W RPM TYPE 1W RPM TRAFFIC DIRECTION 8 B 08 98 88 88 Be 88 ' LANE LINE TYPE 1 W RPM TYPE 2W RPM TRAFFIC DIRECTION 1 42' DOTTED WIDE LINE 3' TYPE 2Y RPM 1 0000 000000000000 0000 1`21' 1 TYPE IY RPM TYPE 2W RPM TYPE 1W RPM I roo o g ° ° °o 0 0 0 0 0 0 0 0 0 0 0 0 0EDGE LINE ° ° ° ° ° ° ° ° ° ° °ggggoo80000 000000 0 °0 0000 000000 18"—RPM'S EQUALLY SPACED BARRIER LINE 12' 15' F 8 B 8 B S CITY KENT ENGINEERINGNG DEPARTMENT TYPE 1W RPM TYPE 2W RPM RPM SUBSTITUTION PATTERNS TRAFFIC DIRECTION DESIGNED ES 4GA� NONE STANDARD DETAIL DROP LANE LINE DRAWN sPs CHECKED GATE 02-2003 6—2 6(a) 1 APPROVED PORTIONS OF THESE STANDARDS ARE BEING REVISED I CONTACT TRANSPORTATION ENGINEERING FOR CURRENT STANDARD 253 856-5500 9' I 36' 42' TRAFFIC DIRECTION f 1' o q o q o q o VARIES 300' MAX. 4" GAP 1` 5' -'a"- TWO WAY LEFT TURN LANE 1` 2 5' o q o a o 0q 0 TRAFFIC DIRECTION 4" YELLOW PLASTIC LINE TYPE 2YY RPM TWO WAY LEFT TURN LINES TRAFFIC DIRECTION TRAFFIC DIRECTION 21' II 21' �2' WHITE PLASTIC LINE 1 TYPE 2YY RPM L4" GAP 4' TYPE 2W RPM YELLOW PLASTIC LINE TRAFFIC DIRECTION TRAFFIC DIRECTION DOUBLE YELLOW CENTER LINE WIDE LINE TRAFFIC DIRECTION 12' 30, TRAFFIC DIRECTION 1 12' 30' 0 1' TYPE 2Y RPM o p o 2W RPM 4" YELLOW PLASTIC LINE L TRAFFIC DIRECTION TYPE 4' WHITE PLASTIC LINE SKIP CENTER LINE TRAFFIC DIRECTION LANE LINE 6' 8' 1' Q =WRPM B 8L TYPE 8" WHITE PLASTIC LINE 4" WHITE OR YELLOW PLASTIC LINEDOTTED WIDE LINE EDGE LINE TRAFFIC DIRECTION 21•(TYP) 18" YELLOW PLASTIC 1 ss 1 BARRIER LINE 3' g' 18"-TYPE 2Y RPM'S EQUALLY SPACED 1. TRAFFIC DIRECTION eO BARRIER LINE CITY OF KENT " WHITE PLASTIC LINE ENGINEERING DEPARTMENT TYPE 2W RPM DROP LANE LINE KENT LANE MARKINGS DESIGNED FS 12ELN SPS SCALE NONE CHECKED DATE 02-2003 6-2 6(b) APPROVED nry dG"EER a WHITE THERMOPLASTIC EQUALLY ui 0 CROSSWALK BAR `'' SPACED g z g I c� a 1 24" �w I I I I � I wl I I QI I I of I I I o Of I I I I 18' of I I L.J I I Li u u u I u I 8"�l- •'8 I I i I 4 (TYP) i I 1 mm 1' I I I I I 1' STOP BAR tTIRE TRACKS (TYP.) " TYPICAL 4 LANE ROADWAY CONFIGURATION ' "NOTES: 1. FOR ROADWAYS WITH MORE OR LESS LANES THE SAME CONFIGURATION APPLIES, KEEPING THERMOPLASTIC BARS CENTERED 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 WHEELCHAIR RAMP ON ONE SIDE OF THE STREET TO THE CENTERLINE OF THE WHEELCHAIR RAMP ON THE OTHER SIDE OF THE STREET UNLESS OTHERWISE SHOWN ON THE PLANS CITY OF KENT ENGINEERING DEPARTMENT KENT THERMOPLASTIC CROSSWALK W......,.. MARKINGS DESIGNED KRL SCALE NONE STANDARD DETAIL PRAWN JN CHEq(ED KRL DATE 6-11-99 V C_2 7 r C` APPRO'JED u1r wonLu ` l 0 t co 3'-7" N Yl 5'-9" _I f" V-8" 3'-0" 1 I 0 0'-6" ' o 0 I I i 0'-6 THERMOPLASTIC MATERIAL SHALL BE USED, LENGTH VARIABLE UNLESS DIRECTED BY THE ENGINEER CITY OF KENT ENGINEERING DEPARTMENT THERMOPLASTIC ARROWS, 1 KENT STOP BARS, ""'"" ' ' AND ONLY LEGEND STOP BAR DETAIL DESIGNED KRL DRAWN CUR SCALE NONE STANDARD DETAIL CHECKED KRL DATE 6-11-99 V C—2 U p APPROVED e1Z A/ �1r rwNEEa 6'-6" 1 EDGE LINE 3'-3"3'-3' LANE LINE OR CENTERLINE o -H I 0 0 I [V CN ia O I i 2 (D KEY: w lD RR CROSSING SYMBOL a O2 600 mm STOP BAR i 2 O3 W10-1 ADVANCE WARNING SIGN U -H CN z ® SEE "STANDARD ALPHABETS FOR o x HIGHWAY SIGNS AND PAVEMENT wm in v 3 -O MARKING, 1977 METRIC EDITION" L 1 -g FOR LETTER LAYOUT 0 0 � z � o U In N 4 r w I w o vl cD o o I I g3 0 N iz Li x Q i 0 i a a 1' o w 0 +I RR CROSSING SYMBOL DETAILS � 0 I N i CITY OF KENT ENGINEERING DEPARTMENT ' KENT RAILROAD WARNING 2 r�xxux s• PAVEMENT MARKINGS RAILROAD - HIGHWAY GRADE CROSSINGS o�Rsw ED"D a wE NONE STANLARD DETNL i PAVEMENT MARKING PLACEMENT DETAIL CHECK DATE 6-11-99 6-29 Gtt E)14LIEER APaaovEo STOP BAR WEARING COURSE (TYPICAL FOR SECTIONS A, B & C) CENTER OF LANE LOOP SERIES / A #12 TWISTED PAIR n NUMBER A 3 TWISTS/FOOT x g B TO CONTROLLER TO ADDITIONAL B C 2C(S) LOOPS WHERE 0.25" MINIMUM WIDTH SAWCUT APPLICABLE--� C SECTION A—A A <w *AF *AS LOOP LOOP SERIES A a o SPLICE + NUMBER B p (TYPICAL) io �i B w H *BF *CF TO ADDITIONAL B C *BS *CS LOOPS WERE 1 APPLICABLE 0,50' MINIMUM WIDTH SAWCUT B C JUNCTION BOX SECTION B—B AN B S=START `r F=FNISH LOOP SERIES *=LOOP NUMBERNUMBER A C / CONDUIT STUBOUT, SEE KENT n x STANDARD DETAIL 6-47(d) IA #12 TWISTED PAIR 3 TWISTS/FOOT STOP BAR LOOP WINDING DETAIL 0.50" MINIMUM WIDTH SAWCUT SECTION C—C TO ADDITIONAL LOOPS WHERE APPLICABLE JUNCTION BOX CENTER C *F*S SCOTCH 06147 ELECTRICAL OF LANE B m' C MOISTURE SEALANT TAPE s J 2C(S) I A .SIC A S=START SIDE VIEW END VIEW {�12 TWISTED PAIR F=FINISH 3 TWISTS/FOOT *=LOOP NUMBER SOLDERLESS, CRIMPED, NOTE: CUT NON-INSULATED BUTT DRAIN WIRE TO CONTROLLER SPLICE SINGLE LOOP WINDING DETAIL LOOP SPLICE DETAIL NOTES: CITY OF KENT ENGINEERING DEPARTMENT SEE KENT STANDARD DETAIL 6-47(d) FOR CONDUIT STUBOUT DETAIL AND INDUCTION INDUCTION LOOP LOOP INSTALLATION NOTES NT DETAILS SEE KENTSTANDARD DETAIL 6 FOR uouE STANDARD DErAIL INDUCTIONON LOOP PLACEMENT DETAIL.ETAIL. DESIGNED A DRAWN SCALE CHECKED JR IDATE 1-20-05 �, 6-47(c) APPROVED 6' CEMENT CONCRETE CURB AND GUTTER TO JUNCTION aPAIMINIMUM UBOUT SHALL EXTEND a BOX OF 3/4- INTO PAVEMENT. 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. S. 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 KENT STANDARD DETAIL 6-47(c) FOR INDUCTION LOOP DETAILS AND KENT STANDARD DETAIL 6-47(e) 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 1 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. CITY OF KENT ENGINEERING DEPARTMENT INDUCTION LOOP . .IMT INSTALLATION NOTES DESIGNED A SCALE NONE STANDARD DETAIL DRAWN. RW CHECKED JR DATE 1-20-05 6-47(d) APPROVED rm LOOP PLACEMENT DISTANCES FROM STOP BAR AND TYPE OF LOOP POSTED STOP BAR LEFT TURN LANE THROUGH LANE THROUGH LANE SPEED LIMIT LOOP ADVANCE LOOP MID LOOP ADVANCE LOOP (SINGLE) (SINGLE) (SINGLE) 25 MPH 4 FT. 104 FT. (NONE) 144 FT. 30 MPH 4 FT. 104 FT. (NONE) 164 FT. 35 MPH 4 FT. 104 FT. 209 FT. 274 FT. 40 MPH 4 FT. 104 FT. 239 FT. 309 FT ' 45 MPH 4 FT. 104 FT. 274 FT. 354 FT. 50 MPH 4 FT. 104 FT. 304 FT. 394 FT. NOTE* THE DISTANCES SHOWN IN THIS TABLE ARE MEASURED FROM THE NEAR EDGE OF THE STOP BAR TO THE CENTER OF THE INDUCTION LOOP. SD6 SD5 223 213 N1 N2 O 0 5PC O 0 222 2 s 00 0 C 221 211 511 B O O A O O w20 SR WR O O Oaz10a22USD8 w1 O 0 0 041104120413 3PCO3110 O 0 Y 4 Q711O7PC 81308120 8110 0 0 A B C OE7 SD4 0 8220 821 ER NDR OE2 C B A O O A O O B 1O s0i1 621 O O 0 ' 1PC 612 622 O O O 0 S2 S1 613 623 SD1 SD2 LOOP IDENTIFICATION CITY OF KENT \`1jIIII//� ENGINEERING DEPARTMENT ' SCHEMATIC (TYPICAL) MKENT INDUCTION LOOP PLACEMENT DESIGNEDA SCALE NONE STANDARD DETAIL CHECKED JR DATE 1-20-06 APPROVED OI.Dpll(p1 6—47(e) WSDOT STANDARD PLANS CURBS, APPROACHES, GUTTERS, AND SIDEWALKS_ F-10 42 00 Extruded Curb ' 2007 Asphalt Overlays/Johnson A-2 May 24,2007 Project Number 07-3001 o ° LL w > y o 0 .r III N g soz N m r . �I o zOZ yyW� zi 2 p 0 O i Im W V• F WN~ =p 0 Z 00 d mON �N 18 Y 3 Not U0 O _wi 2 Oa0 tz WU i .D J � a z s - -0 z a I— � r•i �s �s o SN3N38 ilia AB wvw CITY OF KENT DEVELOPMENT ASSISTANCE BROCHURE 1 6-5 Traffic Control Plans 1 1 1 1 i i 1 2007 Asphalt Overlays/Johnson A-3 May 22,2007 Project Number 07-3001 a '` 17 tv -£,,.I Mrufilic,-Works h _ =R Location 400 W.Gowe z �`_` �1 �'��" Kent,WA98032 5895 :n, '��. •# ,_ Mail o 220 4th-Avenuz South:. (253)856-5500 FAX (253)856-6500 1=4 11 , PUBLIC WORKS Uevelopinent Assistance Brochure #6-5Traffic Control Plans The City of Kent has adopted the City of Kent Minimum City of Kent Traffic Construction Standards (KCS)to set forth the re- Control Plan Requirements quirements and conditions that apply to all im- provements or extensions of the City of Kent street, 1. Except as specifically stated otherwise below storm drainage and utility systems.The KCS also to meet more stringent City standards, each includes the design requirements for private de- TCP must be prepared in conformance with velopments and their interface with the City of Kent Part VI of the MUTCD, "Standards and Guides utility,street and drainage systems.One of the most for Traffic Controls for Street and Highway important requirements contained within the KCS Construction,Maintenance,Utility,and Incident is the requirementto submit and receive approval Management Operations", 1988 Edition of for a Traffic Control Plan (hereinafter referred to MUTCD,through Revision No.7 dated Janu- as TCP)for all work within public rights-of-way that ary 3, 2000 This document is available for meets the requirements of the latest edition and perusal at the Department of Public Works, revision of the Manual on Uniform Traffic Control and for purchase from the Federal Highway Devices (MUTCD) as amended by WSDOT, Administration (FHWA) EachTCPmustalso adopted emergency amendments to WAG 296- meet the minimum requirements of WAC 2 155-305,WAC 296-155-305. and City standards. 155-305 and the Department of Labor and In- dustries' emergency amendments to WAG The Contractor is required to provide a TCP to 296-155-305, the Department of Public Works for review and approval prior to scheduling mandatory Pre-Con- 2. Each TCP must be site-specific and prolect- struction Meetings with the Department of Public specific. This means that the TCP for a spe- Works, and at least ten calendar days in advance cific project will include the name of that project, of the time the signs and other traffic control de- and the reason for working in the public right- vices will be required for minor construction of-way(water main connection,sanitary sewer projects which do not require Pre-construction tap,street widening,driveway installation,etc.) Meetings. on the face of the TCP. Each TCP shall clearly indicate the number of traffic lanes within the The following requirements are intended to facili- public right-of-way, and where the work area tate the preparation of a TCP by the Contractor will be within those traffic lanes. who is going to perform the work (or their traffic safety consultant),and the review and approval of 3. Each TCP should include a vicinity map and the TCP by the Transportation Section of the De- must include a properly aligned North Arrow partment of Public Works.The City will not pre- to clearly indicate where the work will be per- pare a TCP for a Contractor or Ownerl formed within the public right-of-way. pwd2M 7/16/01 p t of 6 ,a 4. Each TCP approval will expire after 30 days 9. On large or complex construction projects, of the date of approval, and all work must be where more than one TCP will be required due done between the hours of 8:30 AM (the cus- to phasing or complexity of construction, the tomary end of the AM Peak Hour) and 3-30 project limits for each TCP must be shown on PM (the customary beginning of the PM Peak an index plan sheet showing the entire scope Hour), unless the face of the TCP clearly states of the construction project, and the index plan otherwise. On City streets which have ex- sheet must clearly reference the appropriate tremely large volumes of traffic,the TCP may TCP for each location and phase of construc- specify that the work will not be permitted ex- tion cept during evenings, or during Holiday or on Sunday mornings, etc. 10. Each TCP must be entirely complete without references to other plans,charts orTCR This S. Each TCP must include the name of the means that: streets,alleys,or right-of-ways where the work a. Each sign and device must be identified will take place on the face of the TCP,and must with either the legend, common name, or include the approximate distance(in feet)from the standard highway sign number.An ac- the work zone to the nearest cross street(give tual picture or graphic of each sign / de- ' that street name)in both directions along the vice,while encouraged, is not required. street where the work will be performed.This b. The calculated Taper Lengths(in feet), and information may be shown on the vicinity map the Distances (in feet) between signs, when provided. cones, and safety barrels, and other channelization devices must be provided 6. Each TCP must dimension the proposed work on the TCP. (Equations, or tables alone zone area (in feet) within the public right-of- are not acceptable.) way. 11. Each TCP must contain the following stamps, 7. Advance Warning Arrow Display Boards or information blocks. (electronic sequential arrow displays) are re- quired for all lane closures on all City streets having more than two lanes.Computergener- APPROVAL IS CONTINGENT UPON ated Message Boards may be required for NOTIFYING (inspector's name) 24 lengthy(or complex)projects on Washington HOURS PRIOR TO STARTING THE State Route Highways, and/or any City streets. ACTUAL WORKAT(telephone number). 8. Flaggers may be shown on the TCP and used TRAFFIC CONTROL PLAN APPROVAL by Contractors onlywhen all other reasonable Date (date) 1 methods of traffic control are inadequate to By (traffic specialist's name) warn, control and direct traffic in the workzone! a. When a TCP requires more than one Flagger station, all Flaggers and equip- THE HOURS OF WORK WITHIN CITY ment operators must be equipped with RIGHTS-OF-WAY FOR THIS PROJECT suitable two-way radio communication SHALL BE BETWEEN hours ofwork). equipment to provide an additional mea- sure of safety. NOTE:THIS TRAFFIC PLAN APPROVAL b. When projects involve night construction, IS ONLYVALID FORA PERIOD OF all Flagger stations must be illuminated with CALENDAR DAYS FROM THE DATE OF lighting devices which do not blind ap- APPROVAL GIVEN HEREON. proaching drivers, and all workers must wear white covelalls at night,,,,, pwd2014 7/16101 p 2 of 6 TCP Requirements for Drop- 4. Drop-offs of more than 0.50 foot not within the Offs Within or Adjacent to the traveled way or auxiliary lane must be protected Traveled Way: with appropriate warning signs and further pro- 1. Drop-offs up to 0.20 foot, unless otherwise tected as indicated in 3a, 3b, or 3c if all of the fol- ordered by the Engineer or Inspector, may re- lowing conditions are met: main exposed with appropriate warning signs a. The drop-off is less than 2 feet; (i.e. SHOULDER DROP-OFF; W8-9a, or b. The total length throughout the protect is j equivalent)alerting motorists of the condition. less than 1 mile, c. The drop-off does not remain open for 2. Drop-offs of more than 0.20 foot that are in more than three working days; the traveled way or in an auxiliary lane will not d. The drop-off is not present on any Kent be permitted unless protected with appropri- Holidays, and ate warning signs and further protected as in- e. The drop-off is only on one side of the dicated in 3b or 3c below. roadway. 3. Drop-offs of more than 0.20 foot,but not more 5. Drop-offs of more than 0.50 foot that are not than 0.50 foot, that are not within the traveled within the traveled way or auxiliary lane and way must be protected with appropriate warn- are not otherwise covered by 4 above must be protected with appropriate warnm si ns ing signs and further protected by having one pg g of the following: and further protected as indicated in 3a or 3c. a. A wedge of compacted stable material placed at a slope of 4:1 or flatter. 6. Open trenches within the traveled way or aux- b. Channeling devices(Type II Barricades, iliary lane must have a steel plate cover placed plastic safety drums, other retro- and anchored over them when work is not in reflectorized and approved devices 36 progress.A wedge of suitable material, if re- inches ormore in height)placed along the quired by the Engineer or Inspector, must be traffic side of the drop-off and a new edge placed for a smooth transition between the of pavement stripe (temporary fog line) pavement and the steel plate.Warning signs placed a minimum of 3 feetfrom the drop- must be used to alert motorists of the pres- off. The maximum distance between the ence of the steel plates. devices must be the posted speed limit in miles per hour. Pavement drop-off warn- ing signs must be placed in advance and Synopsis of City of Additional throughout the drop-off treatment. Kent Standards for Traffic c. Temporary concrete barrier, or other ap- Control Devices proved barrier, installed on the traffic side of the drop-off with 1 foot between the 1. Type I Barricades are not acceptable traffic drop-off and the back of the barrier and a control devices within the City of Kent! new edge of pavement stripe (temporary fog line)a minimum of 2 feetfrom the edge 2. Type II Barricades,and all other traffic control of the barrier.An approved terminal, flare, devices and their supports must not show the or impact attenuatorwill be required at the owner's name or any advertising or commer- beginning of the section. For night use, cial message that is not essential to traffic the barrier must have standard delinea- control.This is a requirement of Section 1 A- tion such as paint, reflective tape, lane 3A of the MUTCD. markers,orwarning lights. pwd2014 7116101 p 3 of 6 3. All TCP signs and other traffic control devices 8 On all Kent streets or State Route Highways must be inspected and accepted by the City having a posted Speed Limit of 35 MPH or Department of Public Works priorto use. Un- higher all WSDOT Class B (or NCHRP Cat- , approved signs and devices will not be used. egory II)TCP signs and sign supports installed after January 1,2000 are required to have roll- 4. At no time will ecology blocks, Jersey barri- ers, or similar non-crashworthy devices, be panels, and to fully meet the crash require- used to block streets or driveways during or ments of NCHRP Report 350. Rigid alumi- after construction without proper impact attenu- num,and wood TCP signs are not accept- ation. All NCHRP Category III traffic control able for Class B TCP signs on and along devices such as these must be demonstrated public streets and highways having to be crashworthy and certified NCHRP 350 speed limits of 35 MPH or higher!Accept- compliant prior to City acceptance for this able fluorescent orange Type IV and Type VII purpose. fabric sign materials and signs are manufac- tured by 3M Company, Stimsonite Corpora- , 5. All TCP signs must be standard sizes or larger tion and other manufacturers, and TCP fabric and must be clean, legible and in near new sign panels made of this material are avail- condition. Broken,dirty,illegible,hand painted, able through several commercial sign fabri- or hand sprayed TCP signs are not permitted cators. at any time. When any TCP sign becomes classified as less than"acceptable"as defined g. Each Flagger must have in their possession by the book"Quality Standards for Work Zone either a valid Washington State Traff ic Con- Traffic Control Devices", it must be immedi- trol Flagger Card, or a valid flagger card from ately removed from the project and replaced a state having reciprocity with Washington. with a new TCP sign classified as "accept- The flagger card must show:verification that able." Kent standard sizes for warning signs the flagger training prescribed in WAC 296- are defined below: 155-305 (6) is completed, and the card's ex- r Speed Limit/Prevailing Speed < 35 MPH: piration date. 24 inches by 24 inches Speed Limit/Prevailing Speed > 35 MPH, Washington State Department of Labor and < 50 MPH: 36 inches by 36 inches Industries has adopted emergency rules that Speed Limit/Prevailing Speed > 50 MPH: went into effect on June 1, 2000, and will fol- 48 inches by 48 inches low up with permanent rules to take effect by March 1, 2001. While several of those emer- 6. All TCP signs and traffic control devices must gency rules were already adopted by the City have Engineer Grade or better retro-reflective of Kent,until such time as the permanent rules faces for both day time and night time use are in effect, the following additional require- whenever there is the slightest possibility that ments must be met for all TCP jobs requiring the signs or traffic control devices will remain Flaggers: after dusk. 10. On-site orientation — The Contractor, Em- ' 7. Unless otherwise specified on the approved ployer, or Project Owner must conduct an on- TCP,the maximum distance between adjacent site orientation when Flaggers start a new!ob. channelization devices will be the posted This orientation must include, but is not lim- speed limit in miles per hour, except in tapers ited to: the Flagger's role and location on the where the maximum distance between de- job site; motor vehicle and equipment in op- vices will be one-half of the posted speed limit eration atthe site,job site traffic patterns;com- in miles per hour. munications and signals to be used between pwd2014 7/16/01 p 4 of 6 Flaggers and Equipment Operators; on-foot c. Flaggers are not assigned other duties escape route; and other hazards specific to while flagging; ' thejob site. d. Flaggers do not use personal devices (i.e. cell phones, pagers, radio head- 11. Additional warning sign—On roads allowing phones,etc)thatcandistracttheirvision, speeds of at least 45 mph,the Contractor must hearing or attention. Devices such as -- provide an additional BE PREPARED TO two-way radios used for communica- STOP warning sign. This warning sign is in tions, directing traffic, or ensuring addition to the advanced warning signs re- Flagger safety are acceptable. quired by the MUTCD, and should be placed between the last two warning signs in the se- 15. The Contractor must develop and use a ries, or on the opposite side of the street when method to ensure that Flaggers have ad- used on undivided streets. equate warning of objects approaching from behind the Flagger. Mirrors, spotters, and in- 12. High visible clothing during daylight hours— trusion devices may be used to meet this re- While flagging during the day,a Flagger must quirement, but are not mandatory Additional wear, training alone is not sufficient to meet this re- a. A high visibility warning garment de- quirement. signed in accordance with Class 2 speci- fications for ANSI / ISEA 107-1999, Implementation of Temporary American National Standards for High Traffic Controls: Visibility Safety Apparel—specifically a garment containing at least 775 square 1, The Contractor shall hire a Traffic Control Su- inches of background material and 201 pervisor(TCS)whenever the Contract Speci- square inches of retro-reflective material; fications, or the approved TCP require it.The and TCS shall be on the project whenever traffic b. A high visibility hard hat. control labor is required, and as otherwise required by the City Department of Public 13. High visibility clothing during nighttime hours Works. —While flagging at night,a Flagger must wear a. A high visibility garment designed in ac- 2. The TCS shall personally perform all of the cordance with Class 2 specifications in duties of the TCS During non-working hours ANSI/ISEA 107-1999, over white over- the TCS shall be able to be on the job site alls, or other coveralls designed in ac- with a 45-minute time period after notification cordance with Class 2 specifications in by the City. ANSI/ISEA 107-1999; and b. A high visibility hard hat that contains at 3. The TCS duties shalt include: least 12 square inches of retro-reflective a. Inspecting traffic control devices and material providing 360 degree visibility. nighttime lighting for proper location, in- c. During inclement weather, yellow rain stallation, message, cleanliness, and af- gear may be substituted for white cover- fect on the traveling public. Traffic con- alls. trol devices shall be checked each work 14, Contractors must ensure that: shift except that ClassA signs and night time lighting need to checked only once a. Flagger workstations are illuminated at each week.Traffic control devices left in night without adverse glare; place for more than 24 hours should also b. Warning signs reflect the actual be inspected once during the non-work- conditions within the work zone; ing hours when they are initially set up. f pwd2014 7116/01 p 5 of 6 b. Preparing a daily traffic control diary on conditions as long as the original intent WSDOT forms 421-040A and 421-040B of the TCP is maintained and the revi- and on other forms as necessary,which sions has concurrence with the City De- shall be submitted to the City no laterthan partment of Public Works the end of the next working day to be- d. Attending traffic control coordinating come part of the project records. The meetings or coordination activities as diary shall include such items as: deemed necessary by the City Depart- (1) When and where signs and ment of Public Works. traffic control devices are e. Preparing,submitting, and implementing installed and removed; supplemental TCP when the approved (2) Location and condition of all TCP no longer reflect the Contractors signs and traffic control devices; means and methods of work. (3) Revisions to the approved TCP; (4) Lighting utilized at night; (5) Observations of traffic conditions; (6) Verifying that the on site orienta- tion has occurred for each flagger on the Last Revised August 22, 2000 project; , (7) Verifying that each Flagger has the required flagger certification card,high visibility hard hat,vest, coveralls, and other appropriate clothing; (8) Verifying that Flaggers are appro- priately located, and that each Flagger's attention is not diverted from their duties by the use of personal radios, cell phones, or similar devices(the use of radios for communication between equipment operators and other Flaggers is acceptable); (9) Verifying by regular interviews that Flaggers are not being as- signed other duties while flag- ging;and (1) Verifying that each Flagger has adequate warning of objects ap- proaching from behind the Flagger. Mirrors, spotters, and intrusion devices may be used to , meet this requirement,but are not mandatory. Additional training alone is not sufficient to meet this requirement! C. Ensuring that corrections are made if traf- fic control devices are not functioning as required.The TCS may make minor re- visions to the TCP to accommodate site pwd2014 7/16101 p 6 of 6 WSDOT SPECIAL PROVISIONS 5-04 Hot Mix Asphalt i t 1 1 I 1 t2007 Asphalt Overlays/Johnson A-4 May 24,2007 Project Number 07-3001 t5-04.3(7)A Mix Design Section is deleted and replaced with: 1. General. Prior to the production of HMA, the Contractor shall determine a design aggregate structure and asphalt binder content in accordance with WSDOT Standard Operating Procedure 732. Once the design aggregate structure and asphalt binder content have been determined, the Contractor shall submit the HMA mix design on DOT form 350-042 demonstrating the design meets the requirements of Sections 9-03.8(2) and 9-03.8(6). Verification of the mix design by the Contracting Agency is not needed. The Project Engineer will determine anti-strip requirements for the HMA. The mix design will be the initial Job Mix Formula (JMF) for the class of mix. Any additional adjustments to the JMF will require the approval of the Project Engineer and may be made per Section 9-03 8(7). 2. Non Statistical Evaluation. Non statistical acceptance will apply to all HMA not designated as Commercial HMA in the contract documents. Non statistical acceptance testing will be conducted as outlined in 5-04.3(8)A. 3. Commercial Evaluation. Where Commercial HMA is allowed it can be accepted by a Manufacturer's Certificate of Compliance stating the material meets the requirements in the contract. Where HMA Commercial is used for the traveled way, a minimum of one acceptance test to verify gradation, fracture, sand equivalent, and oil content is required in addition to the Manufacturer's Certificate of Compliance. 5-04.3(8)A, Acceptance Sampling and Testing — HMA Mixture Items 1 & 2 are deleted and replaced with: 1. General. Acceptance of HMA shall be as provided under nonstatistical or commercial evaluation. Sampling of HMA for nonstatistical evaluation will be as discussed in WSDOT Standard Specifications for Road, Bridge, and Municipal Construction, 2006 edition, section 5-04.3(8)A, sections 3 through 6. Commercial evaluation will be used for Commercial HMA and other classes of HMA as allowed by the contract. Commercial HMA may be used for amounts of HMA less than 2500 tons in any application. Testing beyond that specified in 5- 04.3(7)A, item 3 for Commercial HMA will be at the discretion of the engineer. Anti-strip additive, where required, will be verified and documented by the engineer. 1 1 2. Aggregates. The acceptance criteria for aggregate properties of sand ' equivalent, voids in mineral aggregate (VMA), fracture and gradation will be their conformance to the requirements of Section 9-03 8(2) the Standard Specification, 2006 edition. 5-04.3(8)A, Acceptance Sampling and Testing — HMA Mixture Item 4, second paragraph is deleted. 5-04.3(8)A, Acceptance Sampling and Testing — HMA Mixture Item 7 is deleted. 5-04.5(1)A Price Adjustments for Quality of HMA Mixture Section is deleted and replaced with. Statistical analysis of quality of gradation and asphalt content will be performed based on Section 1-06.2 using the following price adjustment factors Table of Price Adjustment Factors Constituent Factor "f' All aggregate passing- 1 'Yz", 1", 3/4", W, 318" and No 4 sieves 2 All aggregate passing No 8 15 All aggregate passing No. 200 sieve 20 Asphalt binder 52 Items 1-3 are deleted and replaced with. A pay factor will be calculated for sieves listed in Section 9-03 8(7) for the class of HMA and for the asphalt binder. 1. Nonstatistical Evaluation. Each lot of HMA produced under Nonstatisical Evaluation and having all constituents falling within the tolerance limits of the job mix formula shall be accepted at the unit contract price with no further evaluation. When one or more constituents fall outside the nonstatistical acceptance tolerance limits in Section 9-03 8(7), the lot shall be evaluated in accordance with Section 1-06 2 to determine the appropriate CPF. The nonstatistical tolerance limits will be used in the calculation of the CPF and the maximum CPF shall be 1.00. When less than three sublots exist, backup samples of the existing sublots or samples from the street shall be tested to provide a minimum of three sets of results for evaluation. 2. Commercial Evaluation. If sampled and tested, HMA produced under Commercial Evaluation and having all constituents falling within the tolerance limits of the job mix formula shall be accepted at the unit contract price with no further evaluation. When one or more constituents fall outside the commercial acceptance tolerance limits in Section 9-03 8(7), the lot shall be evaluated to determine the appropriate CPF The commercial tolerance limits will be used in the calculation of the CPF and the maximum CPF shall be 1 00 When less than three sublots exist, backup samples of the existing sublots or samples from the street shall be tested to provide a minimum of three sets of results for evaluation For each lot of HMA produced under Nonstatistical or Commercial Evaluation when the calculated CPF is less than 1.00, a Nonconforming Mix factor (NCMF) will be determined The NCMF equals the algebraic difference of CPF minus 1 00 multiplied by 60 percent. The Job Mix Compliance Price Adjustment will be calculated as the product of the NCMF, the quantity of HMA in the lot in tons, and the unit contract price per ton of the mix. If a constituent is not measured in accordance with these Specifications, its individual pay factor will be considered 1 00 in calculating the composite pay factor 5-04.5(1)B Price Adjustments for Quality of HMA Compaction Section is deleted and replaced with. The maximum CPF of a compaction lot is 1.00 For each compaction lot of HMA when the CPF is less than 1.00, a Nonconforming Compaction Factor (NCCF) will be determined. THE NCCF equals the algebraic difference of CPF minus 1 00 multiplied by 40 percent The Compaction Price i Adjustment will be calculated as the product of the NCCF, the quantity of HMA in the lot in tons and the unit contract price per ton of the mix. 1 t LOCATION MAP AND CROSS SECTIONS i t f i i i i t 2007 Asphalt Overlays/Johnson A-5 May 24,2007 Project Number 07-3001 / SE 223RD ST fN 1O S 228TH ST NOD OD 1 O / �COL E ST ES IS F SE 240 ST a N N vwi SMITH T CLARK N LK 00 SE 248TH ST L o S 252ND S7 TWA TS S 259TH ST 'gyp W l Q J 9 FNT� SE 264TH ST <F Z j N c� < Q �I S 27 ST Ir `�FR m o ` Ir m SE 274 ST 2 4 n S 277TH ST 1 i 1 i� KE O T WASON CITY OF KENT ENGINEERING DEPARTMENT 220 4TH AVE 5 KENT, WA 98032 2007 ASPHALT OVERLAY SCHEDULE I MAP 124TH AVE SE, SE 270TH ST, 8.01 KENT PROJECT NO 07-3001 SE 274TH ST, S. 259TH ST 169 v RD � SUMMIT I � KANGLEY RD SE KENT 516 o I � 0 z ` I `� KENT W AY YI CITY OF KENT ENGINEERING DEPARTMENT • 220 4TH AVE S KENT, WA 98032 2007 ASPHALT OVERLAY SCHEDULE II MAP 8.02 KENT PROJECT NO 07-3001 KENT KANGLEY RD 0- ao SE 248TH STqT-L3 — 1 s r� I N I > SE 264TH ST CFY Vwl O Vl Q > co w co wN O N Q z Z SR TH ' SE 274 ST E 2 4 S N N) 1 SE 282ND ST 1 3 SE 288TH ST KENT ....,CITY OF KE KENT ENGINEERING DEPARTMENT • 220 4TH AVE. S KENT, WA 9BO32 2007 ASPHALT OVERLAY SCHEDULE III MAP 8.03 KENT PROJECT NO 07-3001 104TH AVE SE LK � 0 q \ l SE 248TH ST --T �VT q-F-L j FNT kq > SE 264TH ST c��r w RD w SF �F�'Q. N ui ¢ 9� co w 0 ~ > o �* a 'E24HS cl Z I SR SE 274 H ST 1 f SE 282ND ST cli SE 288TH ST I t `/ KENT 1 WYMIMYTOY CITY OF KENT ENGINEERING DEPARTMENT • 220 4TH AVE 5 KENT, WA 98032 2007 ASPHALT OVERLAY SCHEDULE IV MAP 8.04 KENT PROJECT NO 07-3001 108TH AVE SE LK o co SE 248TH ST r aL tiT I > SE 264TH ST c�Fy w o Q a < SF Li > F `O w co ~ w o > a c SR SE 274T� ST E 2 4 H S Z N M /i10 ' l ' E 282ND ST - i i NOTE- SANITARY SEWER MANHOLE'S AND WATER VALVE BOX LID'S TO BEi ADJUSTED TO FINISHED GRADE BY `r KEAIT THE RESPECTIVE UTILITY. "---'- " CITY OF KENT ENGINEERING DEPARTMENT • 220 4TH AVE S KENT, WA 08032 2007 ASPHALT OVERLAY SCHEDULE V MAP 8.05 KENT PROJECT NO 07-3001 144TH AVE SE ,� sari;;r �r �9 ti w Ld w > Q z SR 516 N w N Ld w (� Q w > Q Z N d SE 282ND ST 's SE 28, Thi s ST NOTE SANITARY SEWER MANHOLE'S AND WATER VALVE BOX LID'S TO BE ADJUSTED TO FINISHED GRADE BY KENT THE RESPECTIVE UTILITY. CITY OFF KENT ENGINEERING DEPARTMENT • 220 4TH AVE S KENT, WA 98032 2007 ASPHALT OVERLAY SCHEDULE VI MAP 8.06 KENT PROJECT NO 07-3001 152ND AVE SE Y y ' V 188 ST 3 S 192ND ST >� ANGLE LK / j �'w��5 194TH ST S 196TH ST S 200TH ST 3 s Z 0 r m = S 204TH ST U W N w _ J 4� J y _ J N _L LEI I V, S 212TH ST r I s zos a Z a S 216TH ST s 216TH ST d; it 4p, In / dI- �L/I a < r/ U Q t S 228TH ST Vf ✓+ Q toS 234 ST OD OLE ST J GREE > �r ES S a zz SMITH T j I r `sA �R 5� '� tip' KENT WASe1 CITY OF KE KENT ENGINEERING DEPARTMENT • 220 4TH AVE S KENT, WA 98032 FK 07 ASPHALT OVERLAY SCHEDULE VII MAP g 07 ENT TPROJECT NO- 07-30GI S 192ND STREET 188 ST - fn 5 192ND ST S i 194ND ST ANGLE LK S 196TH ST S 200TH ST z o m I In I = s 204TH sr 0 w I w �QQ J N i Q > I - w I � N V) S 212TH ST S 208 a ! 7 s 216TH ST S 216TH ST s z rn � I 0_ N CL < a U S z28TH ST N <n Q m s 234 ST go ui COLE ST ` J ES S GREE a (� oz SMITH ST J D 51 CCD EK ^T� n �•� KENT ...... 0 KE ITY OF KENT ENGINEERING DEPARTMENT • 220 ATH AVE 5 KENT, WA. 98032 2007 ASPHALT OVERLAY SCHEDULE VIII MAP 8.08 KENT PROJECT NO 07-3001 S 194ND STREET J_ Q � O W 0 06 p N Ld O W m p m J a � x ; O Q z O z y F- J U W �t z 0 1-4 . w �Q I OM — I'•oW � o = � Q = Ck:F- 1 I ZU- W ~ 03 uu•�7y a } I I OZJ LLJ W is00 w uj 1 = I < OS C~ � W U U J < W Q � Ld III oW ]O�J °U n nn°z0 z1 ° Q a m ILLJ (/) ° W Q a m _ W i 2 cn N x W W W J I I Z �_ K) N N O O � CN N 2 i r � I N Q J 2 X W C O to O m 0 I W C O cD Z (D O - N Q Z I p J S cn a I I Z Z N U _ I I Q - W W W W N O W (n (n D }W Of (n (n 2 W W W 0 J 0 D 0 Q 2 Z Q Q 2 OU m � = Z m Y H N Ln w N00 0- H O O O X N Z X U — .. 0 W Q Y W J 0 _ � W — W 2 J U m (n J N O a Q Q O 03 Z Q LLI m ~ o w � I— m � O C) O a 0 -- 3 z i pzZ "m z wC) > a T� omz FwZ. o =o Q •z^�ia MHO 1 XOZ � �,� Zw >_ W r C-) 3 Z I OZJW �300 w Q I J ci L J � UJJ II JX � a_ ILLI I Q o O r V) M w zCDU) U �r } i > a a o I a I � w O I = z w � z _ z aG m I I Z Z W �` �• �• W a o W N X w : g 0 Q m _ I W W n i F- I a_ N Y I S N (A I I Z r� rM dLLJ 0- � rm i l w � g ¢ Ul S to cV O Q = � � I I ~ � LO O 0 > wQ I w NO ULU I I J II Ld (nn vWi V) cn I I = w w w w p Q ¢ Q C S Z z N N N w O U-) 1 � \ W 1 �J J - � � W J = Lo H Q W Z 00 � 0 � Z W Q � I � CX h W W D r. m H m H O W m D D i � U 3 (� Zo vW Z 0ZZ O x D-- w Q Z y � ja, i Fr N (A TrIN0SJ z ,? 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PREVAILING WAGE RATES i 1 i i i i i 1 1 1 i 2007 Asphalt Overlays/Johnson A-7 May 24,2007 Project Number 07-3001 State of Washington DEPARTMENT OF LABOR AND INDUSTRIES Prevailing Wage Section-Telephone(360)902-5335 PO Box 44540,Olympia,WA 98504-4540 Washington State Prevailing Wage Rates For Public Works Contracts The PREVAILING WAGES listed here Include both the hourly wage rate and the hourly rate of fringe benefits On public works projects, workers'wage and benefit rates must add to not less than this total A brief description of overtime calculation requirements Is provided on the Benefit Code Key KING COUNTY Effective 03-03-07 (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code ASBESTOS ABATEMENT WORKERS JOURNEY LEVEL $34 36 1M 5D BOILERMAKERS JOURNEY LEVEL $33 32 1 BRICK AND MARBLE MASONS JOURNEY LEVEL $4247 1M 5A CABINET MAKERS(IN SHOP) JOURNEY LEVEL $16 67 1 CARPENTERS 1 ACOUSTICAL WORKER $41 43 1M 5D BRIDGE,DOCK AND WARF CARPENTERS $41 33 1M 5D CARPENTER $4133 1M 5D CREOSOTED MATERIAL $41 37 1 M 5D DRYWALL APPLICATOR $41 31 1M 5D FLOOR FINISHER $41 40 1M 5D FLOOR LAYER S41 40 1M 5D FLOOR SANDER $41 40 1M 5D MILLWRIGHT AND MACHINE ERECTORS $42 27 1M SO PILEDRIVERS,DRIVING,PULLING,PLACING COLLARS AND WELDING $41 47 1M 5D SAWFILER $41 40 1M 5D SHINGLER $41 40 1M 5D STATIONARY POWER SAW OPERATOR $41 40 1M 5D STATIONARY WOODWORKING TOOLS $41 40 1M 5D CEMENT MASONS JOURNEY LEVEL $42 26 1M 5D DIVERS B TENDERS DIVER $85 75 1 M 5D 8A DIVER TENDER $44 22 1M 5D DREDGE WORKERS ASSISTANT ENGINEER $42 02 1T 5D 8L 1 ASSISTANT MATE(DECKHAND) $41 51 1T 5D 8L BOATMEN $42 02 1T 5D 8L ENGINEER WELDER $42 07 IT 5D 8L LEVERMAN,HYDRAULIC $43 64 1T 5D 8L MAINTENANCE $4151 1T 5D 8L MATES $42 02 1T SD 8L OILER $4164 1T 5D 8L DRYWALL TAPERS JOURNEY LEVEL $4114 1E 513 ELECTRICAL FIXTURE MAINTENANCE WORKERS JOURNEY LEVEL $18 69 1 Page 1 1 KING COUNTY Effective 03-03-07 (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code ELECTRICIANS-INSIDE CABLE SPLICER $52 30 1D 5A CABLE SPLICER(TUNNEL) $56 21 1D 5A CERTIFIED WELDER $50 53 1D 5A CERTIFIED WELDER(TUNNEL) $54 26 1D 5A CONSTRUCTION STOCK PERSON $27 32 1D 5A JOURNEY LEVEL $48 75 1 D 5A JOURNEY LEVEL(TUNNEL) $52 30 1D 5A ELECTRICIANS-MOTOR SHOP CRAFTSMAN $15 37 2A 6C JOURNEY LEVEL $14 69 2A 6C ELECTRICIANS-POWERLINE CONSTRUCTION CABLE SPLICER $55 40 4A 5A CERTIFIED LINE WELDER $49 64 4A 5A GROUNDPERSON $35 92 4A 5A HEAD GROUNDPERSON $37 88 4A 5A ' HEAVY LINE EQUIPMENT OPERATOR S49 64 4A 5A JACKHAMMER OPERATOR $37 88 4A 5A JOURNEY LEVEL LINEPERSON $49 64 4A 5A LINE EQUIPMENT OPERATOR $42 26 4A 5A POLE SPRAYER $49 64 4A 5A POWDERPERSON $37 88 4A 5A ELECTRONIC TECHNICIANS ELECTRONIC TECHNICIANS JOURNEY LEVEL $31 00 1 ELEVATOR CONSTRUCTORS MECHANIC $57 88 4A 6Q MECHANIC IN CHARGE $63 45 4A 6Q FABRICATED PRECAST CONCRETE PRODUCTS ALL CLASSIFICATIONS $12 70 2K 5B FENCE ERECTORS FENCE ERECTOR $18 71 1 FENCELABORER $12 77 1 FLAGGERS JOURNEY LEVEL $29 68 1M 5D GLAZIERS JOURNEY LEVEL $42 41 1 H 5G HEAT&FROST INSULATORS AND ASBESTOS WORKERS MECHANIC $4513 1S 5J HEATING EQUIPMENT MECHANICS MECHANIC $33 65 1 HOD CARRIERS&MASON TENDERS JOURNEY LEVEL $34 84 1M 5D INDUSTRIAL ENGINE AND MACHINE MECHANICS MECHANIC $15 65 1 INDUSTRIAL POWER VACUUM CLEANER JOURNEY LEVEL $9 10 1 INLAND BOATMEN CAPTAIN $3804 1K 58 COOK $31 90 1K 58 DECKHAND $31 59 1K 5B ENGINEER/DECKHAND $34 37 1K 56 MATE,LAUNCH OPERATOR $36 02 1K 5B Page 2 1 1 1 KING COUNTY Effective 03-03-07 (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code INSPECTION/CLEANING/SEALING OF SEWER&WATER SYSTEMS BY REMOTE CONTROL CLEANER OPERATOR,FOAMER OPERATOR $9 73 1 GROUT TRUCK OPERATOR $11 48 1 HEAD OPERATOR $1278 1 TECHNICIAN $7 93 1 TV TRUCK OPERATOR $10 53 1 INSULATION APPLICATORS JOURNEY LEVEL $4127 1M 5D IRONWORKERS JOURNEY LEVEL $46 25 10 5A LABORERS ASPHALT RAKER $34 84 1M 5D BALLAST REGULATOR MACHINE $3436 1M 5D BATCH WEIGHMAN $2968 1M 5D BRUSH CUTTER $3436 1M 5D BRUSH HOG FEEDER $3436 1M 5D BURNERS $3436 1M 5D CARPENTER TENDER $3436 1M 5D CASSION WORKER $3520 1M 5D CEMENT DUMPER/PAVING $34 84 1M 5D CEMENT FINISHER TENDER $3436 1M 5D CHANGE-HOUSE MAN OR DRY SHACKMAN $3436 1M 5D CHIPPING GUN(OVER 30 LBS) $34 84 1M 5D CHIPPING GUN(UNDER 30 LBS) $3436 1M 5D CHOKER SETTER $3436 1 M 5D CHUCK TENDER $3436 1M 5D CLEAN-UP LABORER $3436 1M 5D CONCRETE DUMPERICHUTE OPERATOR $34 84 1 M 5D CONCRETE FORM STRIPPER $3436 1 M 5D CONCRETE SAW OPERATOR $34 84 1M 51) CRUSHER FEEDER $29 68 1 M 5D CURING LABORER $3436 1M 51) DEMOLITION,WRECKING&MOVING(INCLUDING CHARRED $3436 1M SO DITCH DIGGER $3436 1M 50 DIVER $3520 1M 50 DRILL OPERATOR(HYDRAULIC,DIAMOND) $34 84 1M 51) DRILL OPERATOR,AIRTRAC $3520 1 M 51) DUMPMAN $3436 1M 5D EPDXY TECHNICIAN $3436 1M 5D EROSION CONTROL WORKER $3436 1M 5D FALLER/BUCKER,CHAIN SAW $34 84 1M 5D FINAL DETAIL CLEANUP(i e,dusting,vacuuming,window cleaning,NOT $27 36 1M 5D construction debris cleanup) FINE GRADERS $3436 1M 5D FIRE WATCH $29 68 1M 5D FORM SETTER $3436 1M 51) GABION BASKET BUILDER $3436 1M 50 GENERAL LABORER $3436 1M 5D GRADE CHECKER&TRANSIT PERSON $34 84 1M 5D GRINDERS $3436 1M 5D GROUT MACHINE TENDER $3436 1M 5D Page 3 KING COUNTY Effective 03-03-07 (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code GUARDRAIL ERECTOR $34 36 1M 5D HAZARDOUS WASTE WORKER LEVEL A $35 20 1M 5D HAZARDOUS WASTE WORKER LEVEL B $3484 1M 5D HAZARDOUS WASTE WORKER LEVEL C $34 36 1 M 5D HIGH SCALER $35 20 1 M 5D HOD CARRIER/MORTARMAN $3484 1M 5D JACKHAMMER $34.84 1M 5D LASER BEAM OPERATOR $3484 1 M 5D MANHOLE BUILDER-MUDMAN $3484 1M 5D MATERIAL YARDMAN $34 36 1M 5D MINER $35 20 1 M 5D NOZZLEMAN,CONCRETE PUMP,GREEN CUTTER WHEN USING HIGH $3484 1 M 5D PRESSURE AIR&WATER ON CONCRETE&ROCK,SANDBLAST, GUNITE,SHOTCRETE,WATER BLASTER PAVEMENT BREAKER $3484 1M 513 PILOT CAR $29 68 1 M 5D , PIPE POT TENDER $3484 1 M 5D PIPE RELINER(NOT INSERT TYPE) $3484 1M 5D PIPELAYER&CAULKER $3484 1M 5D PIPELAYER&CAULKER(LEAD) $35 20 1 M 5D PIPEWRAPPER $3484 1 M 5D POT TENDER $34 36 1M 5D POWDERMAN $35 20 1M 5D POWDERMAN HELPER $34 36 1M 5D POWERJACKS $3484 1M 5D RAILROAD SPIKE PULLER(POWER) $3484 1M 5D RE-TIMBERMAN $3520 1M 5D RIPRAP MAN $34 36 1M 5D RODDER $3484 1M 5D SCAFFOLD ERECTOR $34 36 1M 5D SCALE PERSON $34 36 1 M 5D SIGNALMAN $3436 1M 5D SLOPER(OVER 20') $3484 1M 5D SLOPER SPRAYMAN $34 36 1M 5D SPREADER(CLARY POWER OR SIMILAR TYPES) $3484 1M 5D SPREADER(CONCRETE) $3484 1M 50 STAKE HOPPER $34 36 1M 5D STOCKPILER $34 36 1M 5D TAMPER&SIMILAR ELECTRIC,AIR&GAS $3484 1M 5D TAMPER(MULTIPLE&SELF PROPELLED) $3484 1M 5D TOOLROOM MAN(AT JOB SITE) $34 36 1M 5D TOPPER-TAILER $34 36 1M 5D TRACKLABORER $34 36 1M 5D TRACK LINER(POWER) $3484 1M 5D TRUCK SPOTTER $34 36 1M 5D TUGGER OPERATOR $3484 1M 5D VIBRATING SCREED(AIR,GAS,OR ELECTRIC) $34 36 1M 5D VIBRATOR $3484 1M 5D VINYL SEAMER $34 36 1M 5D WELDER $34 36 1M 5D WELL-POINT LABORER $3484 1M 5D Page 4 KING COUNTY Effective 03-03-07 r+t+ttt+ttxxttxttxtttttx+t++rtxxttxt+t+x+tt+++++++++t++tt+ttt++++++tt+++ttttttttttx++t+++x+tttt+r+t+xtttt+t++tttt (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code LABORERS-UNDERGROUND SEWER&WATER GENERAL LABORER $34 36 1M 5D PIPE LAYER $34 84 1M 5D LANDSCAPE CONSTRUCTION IRRIGATION OR LAWN SPRINKLER INSTALLERS $11 07 1 LANDSCAPE EQUIPMENT OPERATORS OR TRUCK DRIVERS $10 63 1 LANDSCAPING OR PLANTING LABORERS $8 42 1 LATHERS JOURNEYLEVEL $4131 1M 5D METAL FABRICATION(IN SHOP) FITTER $15 86 1 LABORER $9 78 1 MACHINE OPERATOR $13 04 1 PAINTER $11 10 1 WELDER $15 48 1 I MODULAR BUILDINGS CABINET ASSEMBLY $11 56 1 ELECTRICIAN $11 56 1 EQUIPMENT MAINTENANCE $11 56 1 PLUMBER $1156 1 PRODUCTION WORKER $9 26 1 TOOL MAINTENANCE $11 56 1 UTILITY PERSON $11 56 1 WELDER $11 56 1 PAINTERS JOURNEYLEVEL $3316 2B 5A PLASTERERS JOURNEYLEVEL $4123 1R 5A PLAYGROUND&PARK EQUIPMENT INSTALLERS JOURNEY LEVEL $8 42 1 PLUMBERS&PIPEFITTERS JOURNEY LEVEL $55 34 1G 5A POWER EQUIPMENT OPERATORS ASSISTANT ENGINEERS $39 57 1M 5D 81. BACKHOE,EXCAVATOR,SHOVEL (3 YD&UNDER) $42 35 1 M 5D 8L BACKHOE,EXCAVATOR,SHOVEL (OVER 3 YD&UNDER 6 YD) $42 84 1M 5D 8L BACKHOE,EXCAVATOR,SHOVEL(6 YD AND OVER WITH $43 39 1M 50 8L BACKHOES, (75 HP&UNDER) $41 93 1M 5D 8L BACKHOES, (OVER 75 HP) $42 35 1 M 5D 8L BARRIER MACHINE(ZIPPER) $42 35 1M 5D 8L BATCH PLANT OPERATOR,CONCRETE $42 35 1M 5D 8L BELT LOADERS(ELEVATING TYPE) $41 93 1M 5D 8L BOBCAT(SKID STEER) $39 57 1 M 5D 8L BROOMS $39 57 1M 5D 8L BUMP CUTTER $42 35 1M 5D 8L CABLEWAYS $42 84 1M 5D 8L CHIPPER $42 35 1M 5D 8L COMPRESSORS $39 57 1M 5D 8L CONCRETE FINISH MACHINE-LASER SCREED $39 57 1M 5D 8L CONCRETE PUMPS $41 93 1M 5D 8L CONCRETE PUMP-TRUCK MOUNT WITH BOOM ATTACHMENT $42 35 1M 5D 8L CONVEYORS $41 93 1M 5D 8L Page 5 KING COUNTY Effective 03-03-07 (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Cade CRANES, THRU 19 TONS,WITH ATTACHMENTS $41 93 1M 50 81- CRANES, 20-44 TONS,WITH ATTACHMENTS $42 35 1 M 50 8L CRANES, 45 TONS-99 TONS,UNDER 150 FT OF BOOM(INCLUDING $42 84 1 M 50 8L JIB WITH ATACHMENTS) CRANES,100 TONS-199 TONS,OR 150 FT OF BOOM(INCLUDING JIB $43 39 1 M 50 8L WITH ATTACHMENTS) CRANES,200 TONS TO 300 TONS,OR 250 FT OF BOOM(INCLUDING JIB $43 96 1 M 50 8L WITH ATTACHMENTS) CRANES,A-FRAME, 10 TON AND UNDER $39 57 1 M 5D 8L CRANES,A-FRAME,OVER 10 TON $41 93 1 M 5D 8L CRANES,OVER 300 TONS,OR 300'OF BOOM INCLUDING JIB WITH $44 52 1 M 51) 81. ATTACHMENTS CRANES,OVERHEAD, BRIDGE TYPE(20-44 TONS) $42 35 1 M 5D 8L CRANES,OVERHEAD, BRIDGE TYPE(45-99 TONS) $42 84 1 M 5D 8L CRANES,OVERHEAD,BRIDGE TYPE(100 TONS&OVER) $43 39 1M 5D 8L CRANES,TOWER CRANE UP TO 175'IN HEIGHT,BASE TO BOOM $43 39 1M 5D 8L CRANES,TOWER CRANE OVER 175'IN HEIGHT,BASE TO BOOM $43 96 1M 5D 8L CRUSHERS $42 35 1M 50 8L DECK ENGINEER/DECK WINCHES(POWER) $42 35 1M 5D 8L DERRICK,BUILDING $42 84 1M 5D 81. DOZERS,D-9&UNDER $41 93 1M 5D 8L DRILL OILERS-AUGER TYPE,TRUCK OR CRANE MOUNT $41 93 1M 5D 8L DRILLING MACHINE $42 35 1M 50 8L ELEVATOR AND MANLIFT,PERMANENT AND SHAFT-TYPE $39 57 1M 5D 81. EQUIPMENT SERVICE ENGINEER(OILER) $41 93 1 M 50 8L FINISHING MACH I NE/B IDWELL GAMACO AND SIMILAR EQUIP $42 35 1M 5D 81. FORK LIFTS,(3000 LBS AND OVER) $41 93 1 M 5D 8L FORK LIFTS,(UNDER 3000 LBS) $39 57 1 M 5D 8L GRADE ENGINEER $41 93 1M 5D 8L GRADECHECKER AND STAKEMAN $39 57 1M 5D 8L GUARDRAIL PUNCH $42 35 1M 5D 8L HOISTS,OUTSIDE(ELEVATORS AND MANLIFTS),AIR TUGGERS $41 93 1 M 5D BL HORIZONTAUDIRECTIONAL DRILL LOCATOR $41 93 1M 5D 8L HORIZONTAUDIRECTIONAL DRILL OPERATOR $42 35 1M 5D 81. HYDRALIFTS/BOOM TRUCKS(10 TON&UNDER) $39 57 1M 5D 8L HYDRALIFTS/BOOM TRUCKS(OVER 10 TON) $41 93 1M 5D 8L LOADERS,OVERHEAD(6 YD UP TO 8 YD) $42 84 1M 5D 8L LOADERS,OVERHEAD(8 YD&OVER) $43 39 1M 5D 81. LOADERS,OVERHEAD(UNDER 6 YD),PLANT FEED $42 35 1M 5D 8L LOCOMOTIVES,ALL $42 35 11M 5D 8L MECHANICS,ALL $42 84 11M 5D 8L MIXERS,ASPHALT PLANT $42 35 11M 50 8L MOTOR PATROL GRADER(FINISHING) $42 35 1M 50 8L MOTOR PATROL GRADER(NON-FINISHING) $41 93 1M 5D 8L MUCKING MACHINE,MOLE,TUNNEL DRILL AND/OR SHIELD $42 84 1M 5D 8L OIL DISTRIBUTORS,BLOWER DISTRIBUTION AND MULCH SEEDING $39 57 1M 5D 8L OPERATOR PAVEMENT BREAKER $39 57 1M 5D 8L PILEDRIVER(OTHER THAN CRANE MOUNT) $42 35 1M 5D 8L PLANT OILER(ASPHALT,CRUSHER) $41 93 1M 5D 8L POSTHOLE DIGGER,MECHANICAL $39 57 1M 5D 8L POWER PLANT $39 57 1 M 50 8L PUMPS,WATER $39 57 1 M 5D 8L Page 6 KING COUNTY Effective 03-03-07 (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code QUAD 9, D-10,AND HD-41 $42 84 1M 5D 8L REMOTE CONTROL OPERATOR ON RUBBER TIRED EARTH MOVING $42 84 1 M 5D 8L EQUIP RIGGER AND BELLMAN $39 57 1M SD 8L ROLLAGON S42 84 1M 5D 8L ROLLER,OTHER THAN PLANT ROAD MIX $39 57 1M 5D 8L 1 ROLLERS,PLANTMIX OR MULTILIFT MATERIALS $41 93 1 M 5D 8L ROTO-MILL,ROTO-GRINDER $42 35 1M 5D 8L SAWS,CONCRETE $41 93 1M 5D 8L SCRAPERS-SELF PROPELLED,HARD TAIL END DUMP,ARTICULATING $42 35 1 M 5D 8L OFF-ROAD EQUIPMENT(UNDER 45 YD) SCRAPERS-SELF PROPELLED,HARD TAIL END DUMP,ARTICULATING $42 84 1 M 5D BL OFF-ROAD EQUIPMENT(45 YD AND OVER) SCRAPERS,CONCRETE AND CARRY ALL $41 93 1M 5D 8L SCREED MAN $42 35 1 M 5D 8L SHOTCRETE GUNITE $39 57 1 M 5D 8L SLIPFORM PAVERS $42 84 1 M 5D 8L SPREADER,TOPSIDE OPERATOR-BLAW KNOX $42 35 1 M 5D 8L SUBGRADE TRIMMER $42 35 1M 5D 8L TOWER BUCKET ELEVATORS $41 93 1M 5D 8L TRACTORS,(75 HP&UNDER) $41 93 1 M 5D 8L TRACTORS,(OVER 75 HP) $42 35 1M 5D 8L TRANSFER MATERIAL SERVICE MACHINE $42 35 1M 5D 8L TRANSPORTERS,ALL TRACK OR TRUCK TYPE $42 84 1 M 5D 8L TRENCHING MACHINES $41 93 1M 5D 8L TRUCK CRANE OILER/DRIVER(UNDER 100 TON) $41 93 1 M 5D 8L TRUCK CRANE OILER/DRIVER(100 TON&OVER) $42 35 1M 5D 8L I TRUCK MOUNT PORTABLE CONVEYER $42 35 1 M 5D 8L WHEEL TRACTORS,FARMALL TYPE $39 57 1 M 5D 81- YO YO PAY DOZER $42 35 1 M 5D 8L POWER EQUIPMENT OPERATORS-UNDERGROUND SEWER& 1 (SEE POWER EQUIPMENT OPERATORS) POWER LINE CLEARANCE TREE TRIMMERS JOURNEY LEVEL IN CHARGE $35 62 4A 5A SPRAY PERSON $33 82 4A 5A TREE EQUIPMENT OPERATOR $34 27 4A 5A ' TREE TRIMMER $31 88 4A 5A TREE TRIMMER GROUNDPERSON $24 03 4A 5A REFRIGERATION&AIR CONDITIONING MECHANICS MECHANIC $53 01 1G 5A RESIDENTIAL BRICK&MARBLE MASONS JOURNEY LEVEL $27 05 1 RESIDENTIAL CARPENTERS JOURNEY LEVEL $23 47 1 RESIDENTIAL CEMENT MASONS JOURNEY LEVEL $22 64 1 RESIDENTIAL DRYWALL TAPERS JOURNEY LEVEL $41 14 1E 5P RESIDENTIAL ELECTRICIANS JOURNEY LEVEL $26 24 1 RESIDENTIAL GLAZIERS JOURNEY LEVEL $27 89 1 H 5G Page 7 KING COUNTY Effective 03-03-07 (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code RESIDENTIAL INSULATION APPLICATORS JOURNEY LEVEL $17 60 1 RESIDENTIAL LABORERS JOURNEY LEVEL $18 12 1 RESIDENTIAL PAINTERS JOURNEY LEVEL $18 36 1 RESIDENTIAL PLUMBERS&PIPEFITTERS JOURNEY LEVEL $22 95 1 RESIDENTIAL REFRIGERATION&AIR CONDITIONING JOURNEY LEVEL $53 01 1G 5A RESIDENTIAL SHEET METAL WORKERS JOURNEY LEVEL(FIELD OR SHOP) $19 48 1 RESIDENTIAL SOFT FLOOR LAYERS JOURNEY LEVEL $33 76 1B 5A RESIDENTIAL SPRINKLER FITTERS(FIRE PROTECTION) JOURNEY LEVEL $29 76 1B 5C RESIDENTIAL TERRAZZOrrILE FINISHERS JOURNEY LEVEL $26 30 1 RESIDENTIAL TERRAZ701TILE SETTERS JOURNEY LEVEL $40 33 1B 5A ROOFERS , JOURNEY LEVEL $3578 1R 5A USING IRRITABLE BITUMINOUS MATERIALS $38 78 1R 5A SHEET METAL WORKERS JOURNEY LEVEL(FIELD OR SHOP) $49 97 1 E 6L SIGN MAKERS&INSTALLERS(ELECTRICAL) SIGN INSTALLER $23 36 1 SIGN MAKER $16 84 1 SIGN MAKERS&INSTALLERS(NON-ELECTRICAL) SIGN INSTALLER $17 31 1 SIGN MAKER $15 61 1 SOFT FLOOR LAYERS JOURNEYLEVEL $33 76 18 5A SOLAR CONTROLS FOR WINDOWS JOURNEY LEVEL $12 44 1 5S SPRINKLER FITTERS(FIRE PROTECTION) JOURNEY LEVEL $53 24 1X 5C STAGE RIGGING MECHANICS(NON STRUCTURAL) JOURNEY LEVEL $13 23 1 SURVEYORS CHAIN PERSON $9 35 1 INSTRUMENT PERSON $11 40 1 PARTY CHIEF $13 40 1 TELECOMMUNICATION TECHNICIANS TELECOMMUNICATION TECHNICIANS JOURNEY LEVEL $22 76 1 TELEPHONE LINE CONSTRUCTION-OUTSIDE CABLE SPLICER $29 89 2B 5A HOLE DIGGERIGROUND PERSON $16 81 2B 5A INSTALLER(REPAIRER) $28 68 2B 5A JOURNEY LEVEL TELEPHONE LINEPERSON $27 82 2B 5A SPECIAL APPARATUS INSTALLER 1 $29 89 2B 5A SPECIAL APPARATUS INSTALLER II $29 30 2B 5A Page 8 KING COUNTY Effective 03-03-07 rrxrxr+xr+xr+rrr++++rrrrrrr+++xxxxxrxxxrrr+++++++x++r+x+x+x+xxx+x xxxxxxrrrrrxxxxxxx++xxxxxx+xxxxx+x++++++++++++xx (See Benefit Code Key) Over ' PREVAILING Time Holiday Note Classification WAGE Code Code Code TELEPHONE EQUIPMENT OPERATOR(HEAVY) $29 89 2B 5A TELEPHONE EQUIPMENT OPERATOR(LIGHT) $27 82 2B 5A TELEVISION GROUND PERSON $15 96 2B 5A TELEVISION LINEPERSOWINSTALLER $21 17 2B 5A TELEVISION SYSTEM TECHNICIAN $25 15 26 5A TELEVISION TECHNICIAN $22 64 2B 5A TREE TRIMMER $27 82 2B 5A TERRAZZO WORKERS&TILE SETTERS JOURNEY LEVEL $40 33 1B 5A TILE,MARBLE&TERRAZZO FINISHERS FINISHER $34 16 18 5A TRAFFIC CONTROL STRIPERS JOURNEY LEVEL $34 90 11K 5A TRUCK DRIVERS ASPHALT MIX(TO 16 YARDS) $39 04 1T 5D 81. ASPHALT MIX(OVER 16 YARDS) $39 62 1T 50 8L DUMP TRUCK $39 04 1T 5D 8L DUMP TRUCK&TRAILER $39 62 1T 5D 8L OTHER TRUCKS $39 62 1T 5D 8L TRANSIT MIXER $23 45 1 WELL DRILLERS&IRRIGATION PUMP INSTALLERS IRRIGATION PUMP INSTALLER $17 71 1 OILER $12 97 1 WELL DRILLER $17 68 1 1 Page 9 BENEFIT CODE KEY- EFFECTIVE 03-3-07 ttikklRf4iRltlikkk4RRt i4lR#k#Rkfrt##W#t#Wff 44k44R t4 i3l Rf 4rt###kW###kWk####Wfk#rtkrt Y##irt#rtk#4liiti Rtt tt#tt####3t#k#3##kR#f#! OVERTIME CODES OVERTIME CALCULATIONS ARE BASED ON THE HOURLY RATE ACTUALLY PAID TO THE WORKER ON PUBLIC WORKS PROJECTS,THE HOURLY RATE MUST BE NOT LESS THAN THE PREVAILING RATE OF WAGE MINUS THE HOURLY RATE OF THE COST OF FRINGE BENEFITS ACTUALLY PROVIDED FOR THE WORKER. 1 ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS PER DAY OR FORTY(40)HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE A ALL HOURS WORKED ON SATURDAYS,SUNDAYS AND HOLIDAYS SHALL ALSO 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 WORKED SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE D THE FIRST TWO (2) HOURS BEFORE OR AFTER A FIVE -EIGHT(8) HOUR WORKWEEK DAY OR A FOUR -TEN(10) HOUR WORKWEEK DAY AND THE FIRST EIGHT (8) HOURS WORKED THE NEXT DAY AFTER EITHER WORKWEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE ALL ADDITIONAL HOURS WORKED ' AND ALL WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE E THE FIRST TWO(2)HOURS AFTER EIGHT(8)REGULAR HOURS MONDAY THROUGH FRIDAY AND THE FIRST EIGHT (8) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE ALL OTHER HOURS WORKED MONDAY THROUGH SATURDAY, AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE F THE FIRST TWO (2) HOURS AFTER EIGHT(8) REGULAR HOURS MONDAY THROUGH FRIDAY AND THE FIRST TEN (10) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE ALL OTHER OVERTIME HOURS WORKED, EXCEPT LABOR DAY, SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE ALL HOURS WORKED ON LABOR DAY SHALL BE PAID AT THREE TIMES THE HOURLY RATE OF WAGE G THE FIRST TEN (10) HOURS WORKED ON SATURDAYS AND THE FIRST TEN (10) HOURS WORKED ON A FIFTH CALENDAR WEEKDAY IN A FOUR - TEN HOUR SCHEDULE, SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE ALL HOURS WORKED IN EXCESS OF TEN (10) HOURS PER DAY MONDAY THROUGH SATURDAY AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE H ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS IF WORK IS LOST DUE TO INCLEMENT WEATHER CONDITIONS OR EQUIPMENT BREAKDOWN)SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE ALL HOURS WORKED MONDAY THROUGH SATURDAY OVER TWELVE (12) HOURS AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE I THE FIRST TWO (2) HOURS AFTER EIGHT (8) REGULAR HOURS MONDAY THROUGH FRIDAY AND THE FIRST TEN (10) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE ALL HOURS WORKED OVER TEN (10) HOURS MONDAY THROUGH SATURDAY, SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE K ALL HOURS WORKED ON SATURDAYS AND SUNDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE L ALL HOURS WORKED IN EXCESS OF TEN(10) HOURS PER DAY MONDAY THROUGH SATURDAY AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE M ALL HOURS WORKED ON SATURDAYS(EXCEPT MAKEUP DAYS IF WORK IS LOST DUE TO INCLEMENT WEATHER CONDITIONS)SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE N ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS) SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE O THE FIRST TEN(10)HOURS WORKED ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE ALL HOURS WORKED ON SUNDAYS, HOLIDAYS AND AFTER TWELVE (12) HOURS, MONDAY THROUGH FRIDAY,AND AFTER TEN(10)HOURS ON SATURDAY SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE P ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS IF CIRCUMSTANCES WARRANT) AND SUNDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE lBENEFIT CODE KEY-EFFECTIVE 03-03-07 -2- 1 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 OTHER OVERTIME HOURS WORKED, EXCEPT LABOR DAY, SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE ALL HOURS WORKED ON LABOR DAY SHALL BE PAID AT THREE TIMES THE HOURLY RATE OF WAGE T ALL HOURS WORKED ON SATURDAYS, EXCEPT MAKE-UP DAYS, SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE ALL HOURS WORKED AFTER 6 OOPM SATURDAY TO 6 OOAM MONDAY AND ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE U ALL HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE ALL HOURS WORKED 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 ' HOURLYRATE OF WAGE V ALL HOURS WORKED ON SATURDAYS,SUNDAYS AND HOLIDAYS(EXCEPT THANKSGIVING DAY AND CHRISTMAS DAY) SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE ALL HOURS WORKED ON THANKSGIVING DAY AND CHRISTMAS DAY SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE W ALL HOURS WORKED ON SATURDAYS AND SUNDAYS(EXCEPT MAKE-UP DAYS DUE TO CONDITIONS BEYOND THE CONTROL OF THE EMPLOYER))SHALL BE PAID ATONE 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 CHE 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 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 TIMMES THE HOURLY RATE OF WAGE A. THE FIRST SIX(6) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF 1 WAGE ALL HOURS WORKED IN EXCESS OF SIX(6)HOURS ON SATURDAY AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE H 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 D ALL HOURS WORKED ON SATURDAYS AND SUNDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE THE FIRST EIGHT (8) HOURS WORKED ON HOLIDAYS SHALL BE PAID AT STRAIGHT TIME IN ADDITION TO THE HOLIDAY PAY ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS ON HOLIDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE I E ALL HOURS WORKED ON SATURDAYS OR HOLIDAYS (EXCEPT LABOR DAY) SHALL BE PAID AT ONE AND ONE- HALF TIMES THE HOURLY RATE OF WAGE ALL HOURS WORKED ON SUNDAYS OR ON LABOR DAY SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE F THE FIRST EIGHT(8)HOURS WORKED ON HOLIDAYS SHALL BE PAID AT THE STRAIGHT HOURLY RATE OF WAGE IN ADDITION TO THE HOLIDAY PAY ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE G ALL HOURS WORKED ON SUNDAY SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE ALL HOURS WORKED ON PAID HOLIDAYS SHALL BE PAID AT TWO AND ONE-HALF TIMES THE HOURLY RATE OF WAGE INCLUDING HOLIDAY PAY H ALL HOURS WORKED ON SUNDAY SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE BENEFIT CODE KEY-EFFECTIVE 03-03-07 -3- 2 I ALL HOURS WORKED ON SATURDAYS AND HOLIDAYS(EXCEPT LABOR DAY) SHALL BE PAID AT ONE AND ONE- HALF TIMES THE HOURLY RATE OF WAGE ALL HOURS WORKED ON SUNDAYS AND ON LABOR DAY SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE J ALL HOURS WORKED ON SUNDAYS 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 THE 14OLIDAY PAY ALL HOURS WORKED ON UNPAID HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE K ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE IN ADDITION TO THE HOLIDAY PAY M ALL HOURS WORKED ON SATURDAYS,SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE 0 ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE P THE FIRST EIGHT(8)HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE ALL HOURS WORKED IN EXCESS OF EIGHT 8) HOURS ON SATURDAY AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE 4A ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE ALL HOURS WORKED ON SATURDAYS,SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE HOLIDAY CODES 5 A HOLIDAYS NEW YEAR'S DAY,MEMORIAL DAY,INDEPENDENCE DAY,LABOR DAY,THANKSGIVING DAY,FRIDAY ' AFTER THANKSGIVING DAY,AND CHRISTMAS DAY(7) B HOLIDAYS NEW YEAR'S DAY,MEMORIAL DAY,INDEPENDENCE DAY,LABOR DAY,THANKSGIVING DAY,FRIDAY AFTER THANKSGIVING DAY,THE DAY BEFORE CHRISTMAS,AND CHRISTMAS DAY(8) C HOLIDAYS NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY,THE FRIDAY AFTER THANKSGIVING DAY,AND CHRISTMAS DAY(8) D HOLIDAYS NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY,THANKSGIVING DAY, THE FRIDAY AND SATURDAY AFTER THANKSGIVING DAY,AND CHRISTMAS DAY(8) E HOLIDAYS NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, PRESIDENTIAL ELECTION DAY,THANKSGIVING DAY,THE FRIDAY AFTER THANKSGIVING DAY,AND CHRISTMAS DAY(8) F HOLIDAYS NEW YEAR'S DAY, MARTIN LUTHER KING 1R DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, VETERANS' DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY,AND CHRISTMAS DAY(I l) G HOLIDAYS NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE LAST WORK DAY BEFORE CHRISTMAS DAY,AND CHRISTMAS DAY(7) 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) 1 HOLIDAYS NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY,CHRISTMAS EVE DAY,AND CHRISTMAS DAY(7) 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) 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) BENEFIT CODE KEY-EFFECTIVE 03-03-07 -4- 5 S PAID HOLIDAYS NEW YEAR'S DAY,PRESIDENTS'DAY,MEMORIAL DAY,INDEPENDENCE DAY,LABOR DAY, THANKSGIVING DAY,AND CHRISTMAS DAY(7) T PAID HOLIDAYS NEW YEAR'S DAY, WASHINGTON'S BIRTHDAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY,THANKSGIVING DAY,THE FRIDAY AFTER THANKSGIVING DAY,CHRISTMAS DAY,AND THE DAY BEFORE OR AFTER CHRISTMAS(10) V PAID HOLIDAYS SIX(6)PAID HOLIDAYS W PAID HOLIDAYS NINE(9)PAID HOLIDAYS I X HOLIDAYS AFTER 520 HOURS - NEW YEAR'S DAY, THANKSGIVING DAY AND CHRISTMAS DAY AFTER 2080 HOURS - NEW YEAR'S DAY, WASHINGTON'S BIRTHDAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY,CHRISTMAS DAY AND A FLOATING HOLIDAY(8) Y HOLIDAYS NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, PRESIDENTIAL ELECTION DAY,THANKSGIVING DAY,THE FRIDAY FOLLOWING THANKSGIVING DAY,AND CHRISTMAS DAY(8) 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) ' 6 A. PAID HOLIDAYS NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY,THE FRIDAY AFTER THANKSGIVING DAY,AND CHRISTMAS DAY(8) B PAID HOLIDAYS NEW YEAR'S EVE DAY,NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY,LABOR DAY, THANKSGIVING DAY,THE FRIDAY AFTER THANKSGIVING DAY,CHRISTMAS EVE'S DAY,AND CHRISTMAS DAY(9) C HOLIDAYS NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY,THE DAY AFTER THANKSGIVING DAY,THE LAST WORK DAY BEFORE CHRISTMAS DAY,AND CHRISTMAS DAY(9) D PAID HOLIDAYS NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY,THE FRIDAY AFTER THANKSGIVING DAY,CHRISTMAS DAY,THE DAY BEFORE OR THE DAY AFTER CHRISTMAS DAY(9) F PAID HOLIDAYS NEW YEAR'S DAY, MARTIN LUTHER KING JR DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY,LABOR DAY,VETERANS'DAY,THANKSGIVING DAY,THE DAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY(11) I PAID HOLIDAYS NEW YEAR'S DAY,MEMORIAL DAY,INDEPENDENCE DAY,LABOR DAY,THANKSGIVING DAY,FRIDAY AFTER THANKSGIVING DAY,AND CHRISTMAS DAY(7) L 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) Q PAID HOLIDAYS NEW YEARS DAY,MEMORIAL DAY,INDEPENDENCE DAY,LABOR DAY,VETERANS DAY, THANKSGIVING DAY,THE DAY AFTER THANKSGIVING DAY AND CHRISTMAS DAY(8) UNPAID HOLIDAY, PRESIDENTS'DAY T PAID HOLIDAYS NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY,THANKSGIVING DAY,THE FRIDAY AFTER THANKSGIVING DAY, THE LAST WORKING DAY BEFORE CHRISTMAS DAY,AND CHRISTMAS DAY(9) U HOLIDAYS NEW YEAR'S DAY, DAY BEFORE NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, THE DAY BEFORE CHRISTMAS DAY,CHRISTMAS DAY(9) V PAID HOLIDAYS NEW YEAR'S DAY, MEMORIAL DAY,INDEPENDENCE DAY,LABOR DAY,THANKSGIVING DAY, DAY AFTER THANKSGIVING DAY,CHRISTMAS EVE DAY, CHRISTMAS DAY, AND ONE DAY OF THE EMPLOYEE'S CHOICE(9) W PAID HOLIDAYS NEW YEAR'S DAY,DAY BEFORE NEW YEAR'S DAY,PRESIDENTS DAY,MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, DAY AFTER THANKSGIVING DAY, CHRISTMAS DAY,DAY BEFORE OR AFTER CHRISTMAS DAY(10) X 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,DAY BEFORE OR AFTER CHRISTMAS DAY,EMPLOYEE'S BIRTHDAY(11) BENEFIT CODE KEY-EFFECTIVE 03-03-07 -5- NOTE CODES 8 A THE STANDBY RATE OF PAY FOR DIVERS SHALL BE ONE-HALF TIMES THE DIVERS RATE OF PAY IN ADDITION TO THE HOURLY WAGE AND FRINGE BENEFITS,THE FOLLOWING DEPTH PREMIUMS APPLY TO DEPTHS OF FIFTY FEET OR MORE OVER 50'TO 100'-$1 00 PER FOOT FOR EACH FOOT OVER 50 FEET OVER 100'TO 175'-$2 25 PER FOOT FOR EACH FOOT OVER 100 FEET OVER 175'TO 250'-$5 50 PER FOOT FOR EACH FOOT OVER 175 FEET OVER 250'-DIVERS MAY NAME THEIR OWN PRICE,PROVIDED IT IS NO LESS THAN THE SCALE LISTED FOR 250 FEET C THE STANDBY RATE OF PAY FOR DIVERS SHALL BE ONE-HALF TIMES THE DIVERS RATE OF PAY IN ADDITION TO THE HOURLY WAGE AND FRINGE BENEFITS,THE FOLLOWING DEPTH PREMIUMS APPLY TO DEPTHS OF FIFTY FEET OR MORE OVER 50'TO 100'-$1 00 PER FOOT FOR EACH FOOT OVER 50 FEET OVER 100'TO 150'-$1 50 PER FOOT FOR EACH FOOT OVER 100 FEET OVER 150'TO 200'-$2 00 PER FOOT FOR EACH FOOT OVER 150 FEET OVER 200'-DIVERS MAY NAME THEIR OWN PRICE D WORKERS WORKING WITH SUPPLIED AIR ON HAZMAT PROJECTS RECEIVE AN ADDITIONAL$1 00 PER HOUR j L WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS - LEVEL A $075, LEVEL B $0 50,AND LEVEL C $0 25 M WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS LEVELS A&B $1 00, LEVELS C&D $0 50 N WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS - LEVEL A $1 00, LEVEL B $0 75,LEVEL C $0 50,AND LEVEL D $0 25 9 A SHIFT DIFFERENTIAL SWING FROM 4 30 PM TO 1 AM IS WAGE PLUS 17 3% GRAVEYARD FROM 12 30 AM TO 9 00 AM IS WAGE PLUS 31 4% B SHIFT DIFFERENTIAL SWING FROM 4 30 PM TO 12 30 AM IS WAGE PLUS 10%FOR 7'/2 HOURS WORKED GRAVEYARD FROM 12 30 AM TO 9 00 AM IS WAGE PLUS 15%7 HOURS WORKED C j 1