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Home My WebLink AboutPW12-194 - Original - SCI Infrastructure, LLC - Horseshoe Bend Levee Improvements Phase II - 08/20/2012 Records Managemeh7t KENT Document WPSH I HG TON CONTRACT COVER SHEET This is to be completed by the Contract Manager prior to submission to City Clerks Office. All portions are to be completed. If you have questions, please contact City Clerk's Office. Vendor Name: SCI Infrastructure, LLC Vendor Number: JD Edwards Number Contract Number: I" u , X_ 15 This is assigned by City Clerk's Office Project Name: Horseshoe Bend Levee Improvements E &W River Bend Secondary Levees - Phase II Description: ❑ Interlocal Agreement ❑ Change Order ❑ Amendment ® Contract ❑ Other: f-�Q - I � Contract Effective Date: Date of the Mayor's Signature Termination Date: 140 working days Contract Renewal Notice (Days): Number of days required notice for termination or renewal or amendment Contract Manager: Mark Madfai Department: Engineering Detail: (i.e. address, location, parcel number, tax id, etc.): Construct approximately 1,450 Iin_ear feet of sheet pile wall and 740 linear feet of earthen berm levee including an asphalt path, flood gates, utility relocation, road improvements and other miscellaneous work._ c 24 ) a S Public\RecordsManagement\Forms\ContractCover\adcc7B32 1 11/08 CITY OF KENT KING COUNTY, WASHINGTON KENT SPECIAL PROVISIONS FOR Horseshoe Bend Levee Improvements East and West River Bend Secondary Levees - Phase II Project Number: 09-3005.7 BIDS ACCEPTED UNTIL BID OPENING July 31, 2012 July 31, 2012 10:45 A.M. 11:00 A.M. DELIVER TO CITY OF KENT, CITY HALL 220 4th Avenue S., Kent, WA 98032-5895 TIMOTHY 3. LAPORTE, P.E. PUBLIC WORKS DIRECTOR �KENT WASHINGTON r CITY OF KENT KING COUNTY, WASHINGTON Horseshoe Bend Levee Improvements East and West River Bend Secondary Levees - Phase II Project Number: 09-3005.7 ADDENDUM No. 1 July 26, 2012 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: ALL CHANGES ARE SHOWN IN BOLD, ITALICS AND/OR STRIKETHROUGH I - BID OPENING The bid opening has been rescheduled to Wednesday, August Isr at 11:00 AM. The City Clerk's office will receive sealed bids through 10:45 AM. II - BIDDER'S DOCUMENTS - REVISIONS OR MODIFICATIONS Schedule VIIIC - Roadside Restoration ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 8030C 8-02.5 1 Miscelianeous Landscaping $3380-80** $5,000 00 KSP FORCE Restoration $5,000.00** ACCOUNT Per FA **common Price to all bidders III - KENT SPECIAL PROVISIONS Page 1-26 - Section 1-08.4 - Notice to Proceed, Prosecution and Hours of Work REPLACE the last paragraph with the following: The City may elect to provide a deferred Notice to Proceed on Schedule C, if awarded. The City anticipates obtaining the needed property rights and issuing Notice to Proceed on Schedule C prior to November 30, 2012. However, The City has the right to eliminate the work in Schedule C at any time during construction. The contractor shall not be entitled to any additional compensation for deleting the work in Schedule C. Page 7-7 - Section 7-05.5 - Payment REVISE the last sentence of the third paragraph (Flap Gate 8", 12", 24", 48" Pipe) as follows: The flap gates shall be Golden Harvest flap gate ngedels or approved equal, and be fabricated from stainless steel. Page 8-21 - Section 8-26.3(6) - Stoplogs ADD the following paragraph to the end of this section: The 10 feet maximum dimension shown on Sheet S7 of the Contract Plans is a maximum dimension, and does not represent a set stoplog length. Stoplog lengths shall be sized to provide stoplogs of uniform length for each opening and meet the requirements contained in these Specifications and the Contract Plans. For example, a 23' wide opening with 4 sets of stoplogs would require all stoplog lengths to be the same dimension of approximately S'-9"long. Page 8-29 - Section 8-27.2(4) - Doors DELETE the third sentence as follows: ADD the following paragraph to the end of this section: The term "Opening"in Sheet S8 of the Contract Plans refers to the floodwall driveway openings. The "Openings"have been labeled from West to East along the floodwall. The rack dimensions accompanied by the (*) symbol in Sheet S8 of the Contract Plans are provided for reference only. The doors for the openings shall be at least 12 inches wider and higher than the stoplogs and racks to which they are providing access. In addition, the minimum door height shall be 6 feet, in order to facilitate use of a fork lift for moving stoplog racks and posts in and out of the storage building. The Contractor shall size the width of the doors in coordination with the Stoplog Closure and the Stoplog Closure Storage building manufacturers. IV - PLANS Plan Set Schedule B Sheet 7 of 9 y • REPLACE sheet with attached. END OF ADDENDUM No. 1 Chad Bieren Date City Engineer Attachment: Revised Page No. 7 of 9 of Schedule B Plan Sheet U pp55 p apt � vFid � tl nm F ffi pZ� � p z �NNk o'-'o w u sa s fiF m FaZ F in �y~j2 U<✓1`> Fp F Om E '0< m a Apo p�w_ Q � Fj rJ a a ain� �wZW rcsoo N�p p p-•F Df ♦ Z m "ao <�zz�cn Sum o wu x°o ! jd 60 OZ6 KO U< FNZZ ~�O FjZ Zw z�w ppiFpes kuwo Lga3LLp rc�ma�zw�< kaiw f- xFFa mw`3 a I Wa<z Q <i ; oF m0 i a -Z� w � '2Qw d' m xz xm a vlm N w od ooFF r� cJ ooQo c3=or -�� p oz iaF � 's l Z �w�' �� I- smwZ ayaoai xoo o sp na� n!_ +10 O wx B. C* nos o3 = G �+ wumw Z -- �mn (V /4 o 'hi — l � z rc� R,f'7' /, fl d�� ilym ca n =gyp �<<' 11F 'MIN 3 �Q � 2 19 � LI C 133 H 33S .. 9 133HS 33S — CO+OL V1S 3NnHO1VW 00+9L V1S 3NIlH01VW - ap <w- F p g n < n m n nm W�c W. fTK am ms m< �i z R a€ < uk �u <Fa SF 7z_o ' a µ a I- z<' <cpi m W iz » zi ioi N Y Xd 11 4 ZM SZ L V OO+Il-W+GI YLS 7W,11,NVW LJ ApC-b �D V1ES2 SJOC-BO u` TAB INDEX Tab 1 Bidder's Package Tab 2 Payment and Performance Bond and Contract Tab 3 Table of Contents Tab 4 Kent Special Provisions Tab 5 Kent Standard Plans Tab 6 WSDOT Standard Plans Tab 7 Miscellaneous Details Tab 8 Traffic Control Plans Tab 9 Geotechnical Information Tab 10 Prevailing Wage Rates CITY OF KENT KING COUNTY, WASHINGTON KENT SPECIAL PROVISIONS FOR Horseshoe Bend Levee Improvements East and West River Bend Secondary Levees - Phase II Project Number: 09-3005.7 BIDS ACCEPTED UNTIL BID OPENING July 31, 2012 July 31, 2012 10:45 A.M. 11:00 A.M. DELIVER TO CITY OF KENT, CITY HALL 220 4th Avenue S., Kent, WA 98032-5895 TIMOTHY J. LAPORTE, P.E. PUBLIC WORKS DIRECTOR e��oF wAs�� l �G�`S'Q oFrv�sk� � � z 31775 ENT �.fiO G a26 2 11/L1 12- WAS HINGTON .h tONAL 4 w BIDDER'S NAME SCI INFRASTRUCTURE, LLC CITY OF KENT KING COUNTY, WASHINGTON KENT SPECIAL PROVISIONS FOR Horseshoe Bend Levee Improvements East and West River Bend Secondary Levees - Phase II Project Number: 09-3005.7 BIDS ACCEPTED UNTIL BID OPENING July 31, 2012 July 31, 2012 10:45 A.M. 11:00 A.M. DELIVER TO CITY OF KENT, CITY HALL 220 4th Avenue S., Kent, WA 98032-5895 TIMOTHY J. LAPORTE, P.E. PUBLIC WORKS DIRECTOR KENT W A 5 H I N G T 0 N ORDER OF CONTENTS Invitation to Bid Contractor Compliance Statement Declaration - City of Kent Equal Employment Opportunity Policy Administrative Policy 1.2 - Minority and Women Contractors City of Kent Equal Employment Opportunity Compliance Statement Proposal City of Kent Subcontractor List (over $100K) Subcontractor List (over $1 million) Contractor's Qualification Statement Proposal Signature Page Bid Bond Form Combined Declaration Form Non-Collusion, Minimum Wage Change Order Bidder's Checklist Payment and Performance Bond Contract Table of Contents Kent Special Provisions Kent Standard Plans WSDOT Standard Plans Miscellaneous Details Traffic Control Plans Geotechnical Information Prevailing Wage Rates INVITATION TO BID Notice is hereby given that the City of Kent, Washington, will receive sealed bids at the City Clerk's office through July 31, 2012 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 "Invitation to Bid." Bids must be delivered and received at the City Clerk's office by the above-stated time, regardless of delivery method, including U.S. Mail. All bids will be opened and read publicly aloud at 11:00 a.m. for the City of Kent project named as follows: Horseshoe Bend Levee Improvements East and West River Bend Secondary Levees - Phase II Project Number: 09-3005.7 The project consists of constructing approximately 1,450 linear feet of sheet pile wall and 740 linear feet of earthen berm levee including an asphalt path, flood gates, utility relocation, road improvements, and other miscellaneous work. Also included are approximately 8,150 tons of levee fill, 3,335 cubic yards of excavation, and 3,575 tons of crushed rock. The Engineer's estimated range for this project is approximately $4.5 - $5.5 million. Bid documents may be obtained by contacting City of Kent Engineering Department, Nancy Yoshitake at (253) 856-5508. For technical questions, please call Mark Madfai at (253) 856- 5521. Bids must be clearly marked "Bid" with the name of the project on the outside of the envelope, addressed to the City Clerk, 220 4th Avenue South, Kent, WA 98032-5895. Only sealed bids will be accepted. No facsimiles or electronic submittals will be considered. Each bid shall be in accordance with the plans and specifications and other contract documents now on file in the office of the City Engineer, City of Kent, Washington. Copies of the plans and Kent Special Provisions may be purchased at a non-refundable cost of $50.00 for each set. Plans and specifications can also be downloaded at no charge at www.kentwa.gov/procurement. Copies of the WSDOT Standard Specifications are available for perusal only. A cashier's check, cash or surety bond in the amount of 5% of the bid is required. The City of Kent reserves the right to reject any and all bids on any or all schedules or alternates or to waive any informalities in the bidding and shall determine which bid or bidders is the most responsive, satisfactory and responsible bidder and shall be the sole Judge thereof. No plea of mistake in the bid shall be available to the bidder for the recovery of his/her deposit or as a defense to any action based upon the neglect or refusal to execute a contract. Bidders must submit with their initial bid a signed statement as to whether they have previously performed work subject to the President's Executive Order No. 11246. No bidder may withdraw his/her bid for a period of sixty (60) days after the day of bid opening. Dated this 10th day of July , 2012. Brenda Jacober, Ci lerk Published in Kent Reporter on July 20, 2012 Daily Journal of Commerce on July 17 and 24, 2012 - i . i CONTRACTOR COMPLIANCE STATEMENT (President's Executive Order #11246) Date J0L,K 31 ,2012 This statement relates to a proposed contract with the City of Kent named Horseshoe Bend Levee Improvements East and West River Bend Secondary Levees - Phase II Project Number: 09-3005.7 I am the under/signed bidder or prospective contractor. I represent that - 1. I V have, have not, participated in a previous contract or subcontract subject to the President's Executive Order #11246 (regarding equal employment opportunity) or a preceding similar Executive Order. SO INFRASTRUCTURE, LL NAME OF BIDDER BY: t — 1 MZ<06i (F Signature/Title 282� S tcA-Rt ST S —r Lr-: . w'k 9 d l g$ ADDRESS (Note to Bidders: The information required in this Compliance Statement is informational only) Horseshoe Secondary Levees Ph II/Horn 1 July 11, 2012 Project Number 09-3005.7 e 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 I, the prime contractor, will actively consider hiring and promotion of women and minorities. 5. Before acceptance of this contract, an adherence statement will be signed by me, the Prime Contractor, that the Prime Contractor complied with the requirements as set forth above. By signing below, I agree to fulfill the five requirements referenced above. Dated this ST day of �L`� , 2012. By: For: SCI INFRASTRUCTURE, LLC Title: Nr-;f� Date: 0 7 ' 3 ( — L 2 Horseshoe Secondary Levees Ph II/Horn 2 July 11, 2012 Project Number. 09-3005.7 t v 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. Horseshoe Secondary Levees Ph II/Horn 3 July 11, 2012 Project Number 09-3005 7 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. SCI INFRASTRUCTURE, LLC 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 Horseshoe Bend Levee Improvements East and West River Bend Secondary Levees - Phase II/Project Number: 09-3005.7 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 2012. , By: tU INFRASTRUCTURE, LL For: I� Title: Date: Horseshoe Secondary Levees Ph II/Horn 4 July 11, 2012 Project Number 09-3005 7 4 PROPOSAL To the City Clerk City Hall Kent, Washington 98032 The undersigned hereby certifies that SCI INFRASTRUCTURE, LLC has examined the job site and construction details of the work as outlined on the plans and described in the specifications for the project named Horseshoe Bend Levee Improvements East and West River Bend Secondary Levees/Project Number: 09-3005.7 for the City of Kent, Washington, and has read and thoroughly understands the plans and specifications and contract governing the work embraced in this improvement and the method by which payment will be made for that work and hereby proposes to undertake and complete the work embraced in this improvement in accordance with the bid and contract, and at the following schedule of rates and prices: NOTE TO BIDDERS: 1) All bid items are described in the Kent Special Provisions (KSP) or the Standard Specifications (WSDOT). Reference the Section No. listed in this proposal, where the bid item is described. 2) Proposal items are numbered in sequence but are non-continuous. 3) Unit prices for all items, all extensions, and total amount of bid must be shown. 4) Should bid items with identically worded bid item descriptions appear in more than one schedule of the proposal, the bidder must bid the same unit price. The City shall use the lowest unit price submitted by the bidder for the items in question in each schedule where identical bid item description appears. Bid items with identically worded descriptions which appear in more than one schedule are denoted with an asterisk (*). EXAMPLE SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1006 2-03.5 100 Roadway Excavation, $14.00 $1,400.00 WSDOT CU YDS Including Haul Per CY Any bids not filled out properly may be considered non-responsive. Horseshoe Secondary Levees Ph II/Horn 5 July 11, 2012 Project Number 09-3005 7 r SCHEDULE I A - LEVEE IMPROVEMENTS ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1000A 1-09.7 1 Mobilization $ 401600�$ 40/ WSDOT LUMP SUM Per LS 1005A 2-01.5 1 Clearing and Grubbing $ 60,000- $ 100JO00 -- WSDOT LUMP SUM Per LS 1010A 2-02.5 41480 Remove Existing Asphalt $ 5— $ ZZ-/40D * KSP SQ YDS Concrete Pavement Per SY 1013A 2-09.5 1 Shoring or Extra Excavation $ 5,000- $ 5-1 Doc) WSDOT LUMP SUM Class A Per LS 1020A 2-02.5 35 Remove Cement Concrete $ 4— $ 1 41) KSP SQ YDS Sidewalk Per SY 1025A 2-02.5 55 Remove Cement Concrete $ (o — $ KSP LN FT Curb and Gutter Per LF 1045A 8-21.5 1 Removal of Traffic Signs $ ?5D' $ 750 KSP LUMP SUM Per LS 1050A 2-02.5 250 Saw Cut Existing Asphalt $ 4- $ 1� ODO * KSP LN FT Concrete Pavement Per LF 1055A 2-12.5 210 Geotextile Fabric, Non-Woven $ /• 60 $ 336 KSP SQ YDS Per SY * The description of this bid item is identical to a bid item(s) found in more than one schedule. In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price Horseshoe Secondary Levees Ph II/Horn 6 July 11, 2012 Project Number 09-3005 7 SCHEDULE I A - LEVEE IMPROVEMENTS ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1060A 2-03.5 750 Roadway Excavation Including $ $ 91 DDO * WSDOT CU YDS Haul Per CY 1061A 2-03.5 1,000 Unsuitable Material $ 1/ 19 $ / It25D ^— KSP CU YDS Excavation for Levee, Per CY Including Haul 1065A 2-03.5 250 Unsuitable Foundation $ * WSDOT CU YDS Excavation Including Haul Per CY 1070A 7-12.5 2 Valve Operating Nut Extender $ 31)0� # 300 KSP EACH Per EA 1075A 4-03.5 13,100 Gravel Borrow for Levee $ $ / riO3� 750 * KSP TONS Embankment, Including Haul Per TON and Compaction ($2.50 Min) 1076A 4-03.5 21850 Gravel Borrow, Including Haul $ 1 ZS $ S, b2S * KSP TONS and Compaction Per TON 1080A 4-04.5 3,825 Crushed Surfacing Top $ /b— $ — * KSP TONS Course, 5/8 Inch Minus Per TON ($6 00 Min) 1085A 4-04.5 120 Crushed Surfacing Base $ 24 $ 2, $b — * KSP TONS Course, 1 1/4 Inch Minus Per TON ($6.00 Min) 1095A 5-04.5 1,815 HMA Class 1/2", PG 64-22 $ 01. SU $ 147 I Z L 5� * KSP TONS Per TON * The description of this bid item is identical to a bid item(s) found in more than one schedule. In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price. Horseshoe Secondary Levees Ph II/Horn 7 July 11, 2012 Project Number. 09-3005 7 Y l SCHEDULE I A - LEVEE IMPROVEMENTS ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO UANTITY PRICE AMOUNT 1100A 5-04.5 1,125 HMA Class 3/4", PG 64-22 $ 7e. $ 87 7�b * KSP TONS Per TON 1102A 6-19.5 2,785 Sheet Pile - Wall Type A $ V -� $ * KSP SQ FT Per SF 1108A 6-02.5 110 Concrete Class 4000 for $ 7ST $ g Z� �7_ro -- * KSP CU YDS Retaining Wall Per CY 1111A 6-02.5 8,965 Steel Reinforcement Bar for $ r.6_05� $ * WSDOT LBS Retaining Wall Per LB 1115A 2-09.5 53 Structural Excavation Class A $ /5— $ * WSDOT CU YDS Including Haul Per CY 1145A 8-14.5 249 Cement Concrete Sidewalk $ 30 $ '71470 '— * KSP SQ YDS Per SY 1150A 8-14.5 1 Cement Concrete Sidewalk $ It 1 0D-- $ (I DU — KSP EACH Ramp Type Perpendicular A Per EA 1205A 8-04.5 448 Cement Concrete Curb and $ 1 3 $ KSP LN FT Gutter Per LF 1210A 8-04.5 140 Cement Concrete Extruded $ / b — $ #aa—" KSP LN FT Curb Per LF * The description of this bid Item is Identical to a bid item(s) found in more than one schedule. In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that bid Items with Identical bid Item descriptions reflect the same unit price Horseshoe Secondary Levees Ph II/Horn 8 July 11, 2012 Project Number* 09-3005.7 SCHEDULE I A - LEVEE IMPROVEMENTS ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1220A 6-22.5 1 EFCO Wall Utility Penetrations $ 11) DDD� $ / 1) DOD — KSP EACH (Known Utilities) Per EA 1225A 7-05.5 1 Adjust Existing Manhole Cover $ 4JVD,� $ 4$9 — KSP EACH to Finished Grade Per EA 1226A 7-05.5 2 Adjust Existing Catch Basin $ 450' $ KSP EACH Grate or Curb Inlet Grate to Per EA *'°' "� Finished Grade /Jae-A. 60e 1230A 7-12.5 2 Adjust Existing Valve Box Top $ 3D0- $ ( Oa KSP EACH Section and Lid to Finished Per EA Grade 1245A 7-15.5 1 Relocating Water Meter $ 80e- $ $DO -- * KSP EACH Assembly Per EA 1265A 8-12.5 500 Remove and Restore Fence $ l 6 � $ * KSP LN FT Per LF ' 1270A 8-12.5 500 Temporary Fencing $ 3s $ �c KSP LN FT Per LF 1280A 8-12.5 455 Install New 8' High Chain Link $ Z4� $ KSP LN FT Fence - Type 3 Per LF 1281A 8-12.5 140 Install New 12' High Chain $ 3 -7""� $ KSP LN FT Link Fence - Type 3 Per LF * The description of this bid item is identical to a bid item(s) found in more than one schedule. In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price. Horseshoe Secondary Levees Ph II/Horn 9 July 11, 2012 Project Number: 09-3005 7 w SCHEDULE I A - LEVEE IMPROVEMENTS ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1282A 8-12.5 1 Install New 20' Double Chain $ 11 566 — $ Ir 5700 — KSP EACH Link Gate - 8' High Per EA 1283A 8-12.5 1 Install New 6' Pedestrian $ --0— $ 40D — KSP EACH Chain Link Gate - 8' High Per EA 1301A 8-24.5 4,200 Gravity Block Wall $ I— $ — WSDOT SQ FT Per SF 1310A 8-31.5 12 Install Fixed or Removable $ .5DD $ (,i ODE) KSP EACH Bollard Per EA 1315A 8-28.5 10 Pothole Utilities $ 300- $ 31ODO — * KSP EACH Per EA 1320A 8-30.5 3 Project Sign Installation $ $00- $ 21400 * KSP EACH Per EA 1330A 2-07.5 150 Watering $ 1 W $ 2/J DOD - * KSP HOUR Per HR 1335A 6-19.5 1 Removal of Pile Obstructions $15,000 00** $15,000.00 KSP FORCE Per FA ACCOUNT "Common price to all bidders 1340A 8-11.5 65 Beam Guardrail Type 1 $ $ Q75'� WSDOT LN FT Per LF * The description of this bid item is identical to a bid item(s) found in more than one schedule In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price Horseshoe Secondary Levees Ph II/Horn 10 July 11, 2012 Project Number. 09-3005 7 SCHEDULE I A - LEVEE IMPROVEMENTS ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1345A 8-11.5 1 Beam Guardrail Anchor 01�PZO $ 16-00� WSDOT EACH Type 1 Per EA 1355A 1-04.4(1) 1 Minor Changes $20,000 00** $20,000.00 WSDOT CALC Per CALC "Common price to all bidders 1360A 8-01.5 130 Street Cleaning $ 130— $ 16, 900 . * WSDOT HOURS Per HR 1365A 2-03.5 625 Inspection Trench $ 19— $ KSP LN FT Per LF 1370A 8-15.5 75 Quarry Spalls $ 37— $ 7-1775 ' * WSDOT TONS Per TON * The description of this bid item is identical to a bid item(s) found in more than one schedule. In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price. Sub Total $ 969, 974. 75 9.5 % WA State Sales Tax $ 97-, 1 0 6) . (o Schedule I A Total $1� 0 6T4 . 3 S Horseshoe Secondary Levees Ph II/Horn 11 July 11, 2012 Project Number 09-3005 7 SCHEDULE I B - LEVEE IMPROVEMENTS ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1000E 1-09.7 1 Mobilization $ I Zy( coo-$ �251 ODO WSDOT LUMP SUM Per LS 1005B 2-01.5 1 Clearing and Grubbing $ 1 S ODD— $ 1 S000 WSDOT LUMP SUM Per LS 1010B 2-02.5 60 Remove Existing Asphalt $ 5 $ 30 Q , * KSP SQ YDS Concrete Pavement Per SY 1013E 2-09.5 1 Shoring or Extra Excavation $ S DOI) $ Si DDD WSDOT LUMP SUM Class A Per LS 1030E 7-14.5 1 Remove Existing Hydrant $H 6DD— $ 6DD _ KSP EACH Assembly Per EA 1035E 7-14.5 1 Hydrant Assembly $ 6, 5 O $ (,r5,0D KSP EACH Per EA 1050E 2-02.5 270 Saw Cut Existing Asphalt $ 4 $ �k KSP LN FT Concrete Pavement Per LF 1060B 2-03.5 280 Roadway Excavation Including $ 12— $ 3 360 �k WSDOT CU YDS Haul Per CY 1065E 2-03.5 60 Unsuitable Foundation $ 17- - $ �c WSDOT CU YDS Excavation Including Haul Per CY * The description of this bid item is identical to a bid item(s) found in more than one schedule. In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price. Horseshoe Secondary Levees Ph II/Horn 12 July 11, 2012 Project Number, 09-3005.7 SCHEDULE I B - LEVEE IMPROVEMENTS ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT I _ 1075E 4-03.5 11620 Gravel Borrow for Levee $ /z $ * KSP TONS Embankment, Including Haul Per TON and Compaction 1076B 4-03.5 450 Gravel Borrow, Including Haul $ 1ZS� $ S 05 * KSP TONS and Compaction Per TON 1080B 4-04.5 250 Crushed Surfacing Top $ W-,- $ gil�Rr * KSP TONS Course, 5/8 Inch Minus Per TON ($6.00 Min) 1095E 5-04.5 217 HMA Class 1/2", PG 64-22 $ 8f. GV $ 171 655, S� * KSP TONS Per TON 1100E 5-04.5 24 HMA Class 3/4", PG 64-22 $ 79. $ 1 8 72 . KSP TONS Per TON 1102E 6-19.5 15,164 Sheet Pile - Wall Type A $ Z i . -- $ * KSP SQ FT Per SF 1103E 6-19.5 1,081 Sheet Pile - Wall Type B $ 40. $ 43, Zti * KSP SQ FT Per SF 1108E 6-02.5 660 Concrete Class 4000 for $ 7t- $ 4g13, DOD * KSP CU YDS Retaining Wall Per CY 1110E 6-02.5 1,130 Retaining Wall Concrete Finish $ 7(). $ 19.1 190 KSP SQ YDS Per SY * The description of this bid item is Identical to a bid item(s) found in more than one schedule. In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price Horseshoe Secondary Levees Ph II/Horn 13 July 11, 2012 Project Number 09-3005 7 r SCHEDULE I B - LEVEE IMPROVEMENTS ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT_ ` L� 1111B 6-02.5 55,325 Steel Reinforcement Bar for $ '• &O l $ 4/1 Z68 * WSDOT LBS Retaining Wall Per LB 1115E 2-09.5 920 Structural Excavation Class A $ 1 S� $ / 3, 801? * WSDOT CU YDS Including Haul Per CY 1145E 8-14.5 425 Cement Concrete Sidewalk $ 3D — $ 1 2i-750 * KSP SQ YDS Per SY 1220B 6-21.5 18 S. 259th St. Wall Utility $ 514001) — $ 501DDD — KSP EACH Penetrations (Known Utilities) Per EA 1221B 6-21.5 1 S. 259" St. Wall Utility $8,000.00** $8,000.00 KSP FORCE Penetrations (Unknown Utilities) Per FA ACCOUNT "Common price to all bidders 1235B 7-15.5 7 Adjust Meter Box to Finished $ q-5p- $ 3�f KSP EACH Grade Per EA 1245B 7-15.5 4 Relocating Water Meter Assembly $ S0C) $ 3�ZDD * KSP EACH Per EA 1265E 8-12.5 140 Remove and Restore Fence $ /6 — $ $ 2�24a * KSP LN FT Per LF 1270B 8-12.5 200 Temporary Fencing $ 3 -7!5- $ -7 50 — * KSP LN FT Per LF * The description of this bid item is identical to a bid item(s) found in more than one schedule. In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price. Horseshoe Secondary Levees Ph II/Horn 14 July 11, 2012 Project Number 09-3005 7 SCHEDULE I B - LEVEE IMPROVEMENTS ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1275B 2-02.5 1 Relocate Existing Private Sign $ I,DOD $ I, COO KSP EACH Per EA 1276B 2-02.5 3 Remove and Reinstall Existing $ 31 DOD— $ 6), DDD KSP EACH Light Fixture Per EA 1285E 8-18.5 6 Remove and Replace Existing $ W,5"— $ 4, 3✓TV KSP EACH Mailbox Unit Per EA 1315B 8-28.5 12 Pothole Utilities $ 300 -- $ 3, loDO� * KSP EACH Per EA 1320E 8-30.5 2 Project Sign Installation $ SOD" $ f, tvDb * KSP EACH Per EA 1330E 2-07.5 150 Watering $ /4'0 J $ * KSP HOURS Per HR i33o 6 = �a►�� 1332E 8-26.5 1 Stoplog Closures $ 91,DUD -$ T, ODD — KSP LUMP SUM Per LS 1335E 6-19.5 1 Removal of Pile Obstructions $20,000 00** $201000.00 KSP FORCE Per FA ACCOUNT "Common price to all bidders 1350E 8-27.5 1 Stoplog Closure Storage $Qa 000— $ Bo/ 060 _ KSP LUMP SUM Building Per LS * The description of this bid item is identical to a bid item(s) found in more than one schedule. In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price. Horseshoe Secondary Levees Ph II/Horn 15 July 11, 2012 Project Number* 09-3005 7 SCHEDULE I B - LEVEE IMPROVEMENTS ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1355E 1-04.4(1) 1 Minor Changes $10,000 00** $10,000.00 WSDOT CALC Per CALC **Common price to all bidders 1360E 8-01.5 90 Street Cleaning $ f 30 — $ 1 f,7D0 �c WSDOT HOURS Per HR * The description of this bid item is Identical to a bid items) found in more than one schedule. In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price Sub Total $ � � (02� , 2�2 • 7� 9.5 % WA State Sales Tax $ Schedule I B Total $T1 7 5 , Z 17 - Horseshoe Secondary Levees Ph II/Horn 16 July 11, 2012 Project Number 09-3005 7 SCHEDULE I C - LEVEE IMPROVEMENTS ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1000C 1-09.7 1 Mobilization $I0 000 —$ (0 0 000 �- WSDOT LUMP SUM Per LS 1005C 2-01.5 1 Clearing and Grubbing $ /DJ 004' $ /0)000-- WSDOT LUMP SUM Per LS 1085C 4-04.5 70 Crushed Surfacing Base $ 24 $ boa —" r * KSP TONS Course, 1 1/4 Inch Minus Per TON ($6.00 Min) 1102C 6-19.5 13,500 Sheet Pile - Wall Type A $ 21, ^ $ 2fa3 ISDO * KSP SQ FT Per SF 1103C 6-19.5 815 Sheet Pile - Wall Type B $ 40 $ 32, (o0b * KSP SQ FT Per SF 1108C 6-02.5 444 Concrete Class 4000 for $ 7GD $ 33-3 000 * KSP CU YDS Retaining Wall Per CY ?S" 1111C 6-02.5 33,495 Steel Reinforcement Bar for $ 2-U * WSDOT LBS Retaining Wall Per LB 1115C 2-09.5 410 Structural Excavation Class A $ 1 5-- $ 6J lSD-- �k WSDOT CU YDS Including Haul Per CY 1220C 6-22.5 1 EFCO Wall Utility Penetrations $ 5o©a $ 5 DDD -- KSP EACH (Known Utilities) Per EA * The description of this bid item is identical to a bid item(s) found in more than one schedule. In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price Horseshoe Secondary Levees Ph II/Horn 17 July 11, 2012 Project Number 09-3005 7 SCHEDULE I C - LEVEE IMPROVEMENTS ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1221C 6-22.5 1 EFCO Wall Utility Penetrations $8,000 00** $8,000.00 KSP FORCE (Unknown Utilities) Per FA ACCOUNT **Common price to all bidders 1255C 8-12.5 640 Remove Fence $ 4 — $ * KSP LN FT Per LF 1260C 8-12.5 600 Three Strand Barbed Wire for $ g-- $ 2+i800 --- KSP LN FT Top of Wall Type A Per LF 1265C 8-12.5 25 Remove and Restore Fence $ I b — $ * KSP LN FT Per LF 1270C 8-12.5 150 Temporary Fencing $ 3-75, $ 7— * KSP LN FT Per LF �a700- — 1284C 8-12.5 1 Remove and Relocate Existing $ 700 " $ 7OD KSP EACH 20' Chain Link Gate Per EA 1315C 8-28.5 5 Pothole Utilities $ 3Dfl� $ 1, 5-D0— * KSP EACH Per EA 1335C 6-19.5 1 Removal of Pile Obstructions $15,00000** $15,000.00 KSP FORCE Per FA ACCOUNT **Common price to all bidders 1355C i- 1 Minor Changes $5,000 00** $5,000.00 04.4(1) CALC Per CALC WSDOT **Common price to all bidders * The description of this bid item is identical to a bid item(s) found in more than one schedule. In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price. Horseshoe Secondary Levees Ph II/Horn 18 July 11, 2012 Project Number. 09-3005 7 r SCHEDULE I C - LEVEE IMPROVEMENTS ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1360C 8-01.5 80 Street Cleaning $ 1,�D $ I0/4W * WSDOT HOURS Per HR 1370C 8-15.5 128 Quarry Spalls $ 37-- $ �c WSDOT TONS Per TON * The description of this bid item is identical to a bid item(s) found in more than one schedule. In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price. 5..6 9(o e�� 1w f Sub Total $ g C✓ Jr, 2S 9.5 % WA State Sales Tax $ 71F I - ZS `9° 4354 Schedule I C Total $--� 4 Z , !o ✓ 6� �✓ � Horseshoe Secondary Levees Ph II/Horn 19 July 11, 2012 Project Number. 09-3005 7 SCHEDULE III A - SEWER ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 3005A 7-17.5 485 PVC Sewer Pipe, $ SJ"— $ 2 (oi b-7 KSP LN FT 8 Inch Diameter Per LF 3065A 7-05.5 3 Manhole 12 Feet to 20 Feet, $ 31�d— $ lot 200 KSP EACH Type 1 48 Inch Diameter Per EA 3075A 7-05.5 1 Manhole Over 20 Feet, $ 6?jDD' $ KSP EACH Type 1 48 Inch Diameter Per'EA 3085A 7-05.5 4 Locking Manhole Frame and $ 5-0— $ 2-1ODO — KSP EACH Cover Per EA 3110A 2-02.5 1 Remove Existing Catch Basin $ '3 sb-" $ 3 50 " * KSP EACH or Sanitary Manhole Per EA 3115A 2-09.5 9,750 Shoring or Extra Excavation, $ . ZS $ 2437 '5 WSDOT SQ FT Class B Per SF 3120A 7-08.5 75 Foundation Material, $ Z ,5� $ * KSP TONS Class I and II Per TON 3135A 7-08.5 220 Pipe Zone Bedding $ 16 $ 3 6LD KSP TONS Per TON 3145A 7-08.5 4,600 Bank Run Gravel for Trench $ /7-- $ 575r1-Zd0- * KSP TONS Backfill Per TON ($2.50 Min) * The description of this bid item is identical to a bid item(s) found in more than one schedule. In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price. Horseshoe Secondary Levees Ph II/Horn 20 July 11, 2012 Project Number. 09-3005 7 SCHEDULE III A - SEWER ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT Sub Total $ ! D71S57 'E9 9.5 % WA State Sales Tax $ It? 2-1-7 96 Schedule III A Total $ ! '7 '7 7jr.4 6 Horseshoe Secondary Levees Ph II/Horn 21 July 11, 2012 Project Number. 09-3005 7 SCHEDULE IV A - STORM SEWER ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT_ 4010A 7-04.5 680 DI Class 50 Storm Sewer $ 7 3 — $ 6¢D KSP LN FT Pipe, 8 Inch Diameter Per LF 4015A 7-04.5 250 Storm Sewer Pipe, $ 41 — $ '- KSP LN FT 12 Inch Diameter Per LF 4045A 7-05.5 1 8 Inch Gate Valve MJ x FL or $ /, B570 $ /I 650 * KSP EACH MI x MJ or FL x FL Per EA 4080A 7-05.5 8 Catch Basin, Type 1 $ /I I00 '" $ 91 $bD KSP EACH Per EA 4100A 7-19.5 1 Sewer Cleanout $ 500— $ WSDOT EACH Per EA 4110A 7-05.5 2 Solid Locking Catch Basin $ $DO- $ I, 000 " KSP EACH Frame and Cover Per EA 4120A 7-05.5 6 Vaned Catch Basin $ $00. $ ,3, DOD - KSP EACH Frame and Grate Per EA 4125A 7-05.5 1 Flap Gate for 8 Inch Pipe $ 2-1500 $ Z�SdD KSP EACH Per EA 4127A 7-05.5 1 18 Inch Inline Check Valve $ >, 200- $ KSP EACH Per EA * The description of this bid Item is Identical to a bid item(s) found in more than one schedule. In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price Horseshoe Secondary Levees Ph II/Horn 22 July 11, 2012 Project Number, 09-3005 7 SCHEDULE IV A — STORM SEWER ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 4128A 7-05.5 1 Flap Gate for 24 Inch Pipe $ 52 00" $ �j�200 KSP EACH Per EA 4145A 2-02.5 2 Remove Existing Catch Basin $ J5D— $ 7DD -- ;K KSP EACH or Sanitary Manhole Per EA 4155A 7-08.5 25 Foundation Material, $ 25'�— $ * KSP TONS Class I and II Per TON 4160A 7-08.5 2 Fine Aggregate Gradation for $ 150— $ 30D KSP TONS Portland Cement Concrete Per TON 4170A 7-08.5 20 Pipe Zone Bedding $ l b " $ 37,01 r- * KSP TONS Per TON 4180A 7-08.5 25 Bank Run Gravel for Trench $ /7— "-' $ 3 00 �c KSP TONS Backfill Per TON 4210A 7-05.5 5 Thermpolastic Storm Drain $ I z5'" $ KSP EACH Stenciling Per EA * The description of this bid item is identical to a bid item(s) found in more than one schedule. In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price. Sub Total $ 9.5 % WA State Sales Tax $ $ 816 9S Schedule IV A Total $ /0% 626. Horseshoe Secondary Levees Ph II/Horn 23 July 11, 2012 Protect Number: 09-3005.7 SCHEDULE IV B — STORM SEWER ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 40456 7-05.5 3 8 Inch Gate Valve MJ x FL or $ ��g5-0 $ 550D� * KSP EACH MJ x MJ or FL x FL Per EA * The description of this bid Item is identical to a bid item(s) found in more than one schedule. In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price. Sub Total $ S SOD 9.5 % WA State Sales Tax $ -5-7-7 zS' Schedule IV B Total $ G, D7-7 ZS Horseshoe Secondary Levees Ph II/Horn 24 July 11, 2012 Project Number. 09-3005.7 SCHEDULE IV C - STORM SEWER ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 4126C 7-05.5 1 Flap Gate for 12 Inch Pipe $ 31 30d— $ 3)-3DO- KSP EACH Per EA 4129C 7-05.5 1 Flap Gate for 48 Inch Pipe $ 9 ODD— $ 91 DOV KSP EACH Per EA Sub Total $ 1 7-1 3DO — 9.5 % WA State Sales Tax $ / bla I Schedule IV C Total $ Horseshoe Secondary Levees Ph II/Horn 25 July 11, 2012 Project Number 09-3005 7 SCHEDULE V A - TRAFFIC CONTROL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 5005A 1-10.5 1,200 Traffic Control Labor $It ^� $ * KSP HOURS Per HR 5010A 1-10.5 591 Construction Signs Class A $ 14` $ $,274- * WSDOT SQ FT Per SF 5015A 1-10 5 360 Traffic Control Supervisor $ 6S- $ 2-3/4-09 * KSP HOURS Per HR 5020A 1-10.5 1 Temporary Traffic Control $ 3 5,00— $ 3, 5D0 — KSP LUMP SUM Devices Per LS 5030A 1-10.5 90 Portable Changeable Message $ /DO— $ 900' * KSP DAYS Sign (PCMS) Per DAY 5080A 8-23.5 1,700 Temporary Pavement Marking $ • 7-0 $ 3+0 * WSDOT LN FT Per LF 5100A 8-22.5 2,250 White Edge Line Paint Stripe $ $ 7S7 SD * KSP LN FT Per LF 5105A 8-22.5 1,275 Double Yellow Center Paint $ . 56' $ 7aJ• �� * KSP LN FT Stripe Per LF 5115A 8-22.5 25 Plastic Stop Line $ $ LZ�� WSDOT LN FT Per LF * The description of this bid item is identical to a bid item(s) found in more than one schedule. In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price Horseshoe Secondary Levees Ph II/Horn 26 July 11, 2012 Project Number* 09-3005 7 a SCHEDULE V A - TRAFFIC CONTROL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 5135A 8-21.5 1 Permanent Signing $ 4-,000— $ 9;000 WSDOT LUMP SUM Per LS 5140A 8-22.5 1 Plastic Railroad Crossing $ 3 Ob— $ 3 DO — WSDOT EACH Symbol Per EA Sub Total $ 27 7' 9.5 % WA State Sales Tax $ 9� 9 L6• L-4� Schedule V A Total $ Horseshoe Secondary Levees Ph II/Horn 27 July 11, 2012 Project Number 09-3005 7 SCHEDULE V B - TRAFFIC CONTROL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 5005E 1-10.5 512 Traffic Control Labor $ 455- $ * KSP HOURS Per HR 5010E 1-10.5 216 Construction Signs Class A $ I+- $ -31DZ�-- * WSDOT SQ FT Per SF 5015B 1-10.5 100 Traffic Control Supervisor $ 6s-- $ 61 SDD-- * KSP HOURS Per HR 5020E 1-10.5 1 Temporary Traffic Control $ 3000- $ 3, DOD — KSP LUMP SUM Devices Per LS 5030E 1-10.5 60 Portable Changeable Message $ / 00— $ 6, ODD _ * KSP DAYS Sign (PCMS) Per DAY 5080E 8-23.5 700 Temporary Pavement Marking $ . 20 $ 14D �c WSDOT LN FT Per LF 5100B 8-22.5 900 White Edge Line Paint Stripe $ • 35'� $ 1 S� * KSP LN FT Per LF 5105E 8-22.5 400 Double Yellow Center Paint $ . 5r $ �c KSP LN FT Stripe Per LF 5135B 8-21.5 1 Permanent Signing $ 3bOD—� $ 3, DOD — WSDOT LUMP SUM Per LS * The description of this bid item is identical to a bid item(s) found in more than one schedule. In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price Horseshoe Secondary Levees Ph II/Horn 28 July 11, 2012 Protect Number 09-3005 7 SCHEDULE V B - TRAFFIC CONTROL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT *l Sub Total $ S 7�39 4s se 9.5 % WA State Sales Tax $ 4-1 267, Schedule V B Total $ �{ �� 53 L. -7O Horseshoe Secondary Levees Ph II/Horn 29 July 11, 2012 Project Number 09-3005 7 SCHEDULE VII A - TEMPORARY EROSION AND SEDIMENTATION CONTROL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 7000A 8-01.5 1.0 Seeding, Fertilizing, and $ ?-D0 $ 2j �1W * KSP ACRE Mulching Per AC 7005A 8-01.5 150 Filter Fabric Fence $ L4— $ DD -- KSP LN FT PerLF 7010A 8-01.5 150 Wattle $ 4 _ $ �p09 * WSDOT LN FT Per LF 7015A 8-01.5 2 Inlet Protection $ 6S- $ f 3D * KSP EACH Per EA 5v 7020A 8-01.5 1,500 Straw Mulch $ Z "- $ * KSP SQ YDS Per SY /7 7025A 8-01.5 100 Clear Plastic Covering $ -7 $ ;K KSP SQ YDS Per SY 2 ZS� 7030A 8-01.5 320 ESC Lead $ 10l� $ * KSP HOURS Per HR 7035A 8-01.5 280 Stabilized Construction $ /Z — $ �c WSDOT SQ YDS Entrance Per SY 7055A 8-01.5 1 Temporary Erosion/Water $15,000 00** $15,000.00 WSDOT FORCE Pollution Control Per FA ACCOUNT "Common price to all bidders * The description of this bid item is identical to a bid item(s) found in more than one schedule. In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price. Horseshoe Secondary Levees Ph II/Horn 30 July 11, 2012 Project Number, 09-3005 7 SCHEDULE VII A - TEMPORARY EROSION AND SEDIMENTATION CONTROL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 4 4,41g Sub Total $ 4-61 4 9.5 % WA State Sales Tax $ 41 41+. l 7 5c;sus�e Schedule VII A Total $ 50, 0-7 9 • c -7 Horseshoe Secondary Levees Ph II/Horn 31 July 11, 2012 Project Number 09-3005.7 SCHEDULE VII B - TEMPORARAY EROSION AND SEDIMENTATION CONTROL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 7000E 8-01.5 0.5 Seeding, Fertilizing, and $ 2000— $ 1� D00 — * KSP ACRE Mulching Per AC 7010B 8-01.5 1,000 Wattle $ L� $ 4 000 — * WSDOT LN FT Per LF 7015E 8-01.5 5 Inlet Protection $ 66� $ 3 ZS--- * KSP EACH Per EA 150 - 7020B 8-01.5 1,220 Straw Mulch $ * KSP SQ YDS Per SY 7025B 8-01.5 400 Clear Plastic Covering $ $ c)DO * KSP SQ YDS Per SY, 2- -� 7030B 8-01.5 120 ESC Lead $ &6'�" $ '7 800 * KSP HOURS Per HR 7035B 8-01.5 560 Stabilized Construction $ 12-" $ (o-77-0 * WSDOT SQ YDS Entrance Per SY 7055B 8-01.5 1 Temporary Erosion/Water $10,000 00** $10/000.00 WSDOT FORCE Pollution Control Per FA ACCOUNT "Common price to all bidders * The description of this bid item is identical to a bid item(s) found in more than one schedule. In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price s3 Sub Total $ 31 3 -1 95--- $ 3� 2 . 5Z-ago 9,5 % WA State Sales Tax i � 3 0 oc5 Schedule VII B Total $63 3 �! DOS SZ /Horn 32 July 11, 2012 " f SCHEDULE VII C - TEMPORARAY EROSION AND SEDIMENTATION CONTROL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 7000C 8-01.5 0.1 Seeding, Fertilizing, and $ 2006 - $ 2-00 * KSP ACRE Mulching Per AC 7005C 8-01.5 750 Filter Fabric Fence $ 4— 4 3,000 KSP LN FT Per LF 7010C 8-01.5 330 Wattle $ 4-- $ * WSDOT LN FT Per LF 7015C 8-01.5 2 Inlet Protection $ 15- "- $ * KSP EACH Per EA 7020C 8-01.5 3,870 Straw Mulch $ 2 S $ * KSP SQ YDS Per SY 7025C - 1. 00 Clear Plastic Covering Z- 6 80 5 3 g $$ * KSP SQ YDS Per SY 7030C 8-01.5 160 ESC Lead $ 6 5- $ 10, 400' * KSP HOURS Per HR 7035C 8-01.5 280 Stabilized Construction $ $ 3, 3bo-- * WSDOT SQ YDS Entrance Per SY 7055C 8-01.5 1 Temporary Erosion/Water $5,000 00** $5,000.00 WSDOT FORCE Pollution Control Per FA ACCOUNT **Common price to all bidders * The description of this bid item is identical to a bid item(s) found in more than one schedule. In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price. Horseshoe Secondary Levees Ph II/Horn 33 July 11, 2012 Project Number 09-3005 7 r SCHEDULE VII C - TEMPORARAY EROSION AND SEDIMENTATION CONTROL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT Sub Total $ 3 3 -7 0) -- 9.5 % WA State Sales Tax $ 3 207 Z— Schedule VII C Total $ 36, q V7 Horseshoe Secondary Levees Ph II/Horn 34 July 11, 2012 Project Number 09-3005 7 SCHEDULE VIII A — ROADSIDE RESTORATION ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 8005A 8-02.5 310 Topsoil Type A $ Z 6 - $ 8 6 80 - * KSP CU YDS Per CY 8015A 8-02.5 305 Bark or Wood Chip Mulch $ 32- $ 1117 t,D * WSDOT CU YDS Per CY 8030A 8-02.5 1 Miscellaneous Landscape $5,000 00** $5,000.00 KSP FORCE Restoration Per FA ACCOUNT **Common price to all bidders * The description of this bid item is identical to a bid item(s) found in more than one schedule. In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price. Sub Total $ 9.5 % WA State Sales Tax $ 2, z2G go Schedule VIII A Total $ Z S 644 8 Horseshoe Secondary Levees Ph II/Horn 35 July 11, 2012 Project Number 09-3005.7 V Y SCHEDULE VIII B - ROADSIDE RESTORATION ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 8005E 8-02.5 215 Topsoil Type A $ 2$ — $ 6, D2.0 — * KSP CU YDS Per CY 8015E 8-02.5 110 Bark or Wood Chip Mulch $ 32 $ 3, 62D * WSDOT CU YDS Per CY 8030E 8-02.5 1 Miscellaneous Landscape $10,000 00** $10,000.00 KSP FORCE Restoration Per FA ACCOUNT **Common price to all bidders * The description of this bid item is Identical to a bid item(s) found in more than one schedule. In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that bid items with Identical bid Item descriptions reflect the same unit price. Sub Total $ l 9, S4p 30 9.5 % WA State Sales Tax $ �� S 5-6 z l 39 ab Schedule VIII B Total $ j 6 Horseshoe Secondary Levees Ph II/Horn 36 July 11, 2012 Project Number 09-3005 7 SCHEDULE VIII C - ROADSIDE RESTORATION ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 8005C 8-02.5 10 Topsoil Type A $ Z-g $ Z$0 * KSP CU YDS Per CY 8015C 8-02.5 20 Bark or Wood Chip Mulch $ 3 Z— $ 6�0 * WSDOT CU YDS Per CY $,40bO.00 "TM 8030C 8-02.5 1 Miscellaneous Landscape sue * $5,000.00 KSP FORCE Restoration Per FA ACCOUNT **Common price to all bidders * The description of this bid Item is Identical to a bid item(s) found in more than one schedule. In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price. Sub Total $ 5�9 ZD 9.5 % WA State Sales Tax $ 62 4D Schedule VIII C Total $ 6W 92. to- Horseshoe Secondary Levees Ph I]/Horn 37 July 11, 2012 Project Number. 09-3005.7 BID SUMMARY Schedule I A Schedule I B 11 7 72, 11 7, V I Schedule I C 9 �21 6 �✓ (o, �Q T C = J Schedule III A -71 5-14 Schedule IV A / O11 6i6 Schedule IV B 61 077 2S 3J 46 6- Schedule IV C l 5= Schedule V A �r �g 89 Schedule V B 49153 6 Schedule VII A 5 D) $79,%! Schedule VII B SZ YTS A = g�9la Schedule VII C 3 6� 9 6?.�n y1tg = A Schedule VIII A 25� jo 66A�- Schedule VIII B Z, / 1 39 6 30 Schedule VIII C TOTAL BID AMOUNT °a°t'Z 3L1,315�� Horseshoe Secondary Levees Ph II/Horn 38 July 11, 2012 Project Number 09-3005 7 CITY OF KENT SUBCONTRACTOR LIST (Contracts over $100,000) List each subcontractor, from any tier of subcontractors, that shall perform subcontract work amounting to more than 10% of the total bid contract price. List each bid item to be performed by each designated subcontractor in numerical sequence. If no subcontractors will be performing 10% or more of the work, indicate this by writing "None" and signing this form at the bottom of the page. Failure to submit a fully completed and signed subcontractor list after the time set for bid opening may disqualify your bid Project Name: Horseshoe Bend Levee Imorovements East and West River Bend Secondary Levees - Phase II Project Number: 09-3005.7 Subcontractor Name Olt k/f-� Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers CONTRACTOR'S SIGNATURE Horseshoe secondary Levees Ph II/Horn 39 July 11, 2012 Project Number, 09-3005 7 t SUBCONTRACTOR LIST (Contracts over 1 million dollars) Name of Bidder: SCI INFRASTRUCTURE, LLC Project Name: Horseshoe Bend Levee Improvements East and West River Bend Secondary Levees - Phase II Project Number: 09-3005.7 Pursuant to RCW 39.30.060, Bidder shall list the names of the subcontractors with whom the Bidder, if awarded the contract, will subcontract for performance of the work of heating, ventilation, and air conditioning; plumbing; and electrical, or to name itself for the work. Failure of the Bidder to submit, as part of the Bid, the names of such subcontractors or to name itself to perform such work or the naming of two or more subcontractors to perform the same work shall render the Bidder's Bid non-responsive and, therefore, void. Heating, Ventilation, and Air Conditioning Subcontractor Name: Plumbing Subcontractor Name: TAr Electrical Subcontractor Name: o;.w e�cm t- o;` /mac-cam n�►/� �G 07- 31 -IZ Signature of Bidder Date Horseshoe Secondary Levees Ph I]/Horn 40 July 11, 2012 Project Number 09-3005 7 CONTRACTOR'S QUALIFICATION STATEMENT (RCW 39.04.350) THE CITY WILL REVIEW THE CONTRACTOR'S RESPONSES TO THIS FORM TO DETERMINE WHETHER THE BIDDING CONTRACTOR IS RESPONSIBLE TO PERFORM THE CONTRACT WORK. THIS FORM REQUIRES CRITERIA ESTABLISHED BY STATE LAW AS WELL AS SUPPLEMENTAL CRITERIA ESTABLISHED BY THE CITY THAT ARE APPLICABLE TO THIS PUBLIC WORKS PROJECT. THE BIDDER SHOULD READ AND RESPOND TO THIS FORM CAREFULLY. Indicia of contractor's responsibility inherently involve subjective determinations as to the contractor's ability to perform and complete the contract work responsibly and to the owner city's satisfaction. The city has an obligation and a duty to Its citizens and Its taxpayers to administer Its budgets and complete its projects in a businesslike manner. Accordingly, it has a duty to exercise the type of inquiry and discretion a business would conduct when selecting a contractor who will be responsible to perform the contract work. The city's supplemental criteria are based, in large part, on the qualification statement form used by the American Institute of Architects. The city provides these criteria so as to provide the most objective framework possible within which the city will make its decision regarding the bidder's ability to be responsible to perform the contract work. These criteria, taken together, will form the basis for the city's decision that a bidder is or is not responsible to perform the contract work. Any bidder may make a formal written request to the city to modify the criteria set forth in this qualification statement, but that request may only be made within 48 hours of the date and time that the bidder first obtains the bid documents or three (3) business days prior to the scheduled bid opening date, whichever occurs first. If the city receives a modification request, it will consider any information submitted in the request and will respond before the bid submittal deadline. If the city's evaluation results in changed criteria, the city will issue an addendum establishing the new or modified criteria. If the city determines that, based on the criteria established in this statement, a bidder is not responsible to perform the contract work, the city will provide written notice of its determination that will include the city's reason for its decision. The bidder has 24 hours from the time the city delivers written notice to the bidder that the bidder is not responsible to perform the contract work to appeal the city's determination. No appeals will be received after the expiration of this 24 hour appeal period The city may deliver this notice by hand delivery, email, facsimile, or regular mail. In the event the city uses regular mail, the delivery will be deemed complete three days after being placed in the U.S. Mail. The bidder's right to appeal is limited to the single remedy of providing the city with additional information to be considered before the city issues a final determination. Bidder acknowledges and understands that, as provided by RCW 39.04.350, no other appeal is allowed and no other remedy of any kind or nature is available to the bidding contractor if the City determines that the bidder is not responsible to perform the contract work. Horseshoe Secondary Levees Ph II/Horn 41 July 11, 2012 Project Number. 09-3005 7 1 If the bidder fails to request a modification within the time allowed, or falls to appeal a determination that the bidder is not responsible within the time allowed, the city will make Its determination of bidder responsibility based on the Information submitted. COMPLETE AND SIGN THIS FORM AS PART OF YOUR BID. FAILURE TO PROPERLY COMPLETE THIS FORM MAY ALSO RESULT IN A DETERMINATION THAT YOUR BID IS NON-RESPONSIVE AND THEREFORE VOID. THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES: CONSULTATION WITH AN ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS COMPLETION OR MODIFICATION. The undersigned certifies under oath that the information provided herein is true and sufficiently complete so as not to be misleading. \\ SUBMITTED BY: A-T- A,!it� �� TCt1S S��TI D NJ C NAME: ADDRESS: PRINCIPAL OFFICE: ADDRESS: PHONE: G33 FAX: G- �4� trll-z__ 1. STATUTORY REQUIREMENTS 1.1 Provide a copy of your Department of Labor and Industries certificate of registration in compliance with chapter 18.27 RCW. 1.2 Provide your current state unified business Identifier number. 1.3 Provide proof of applicable industrial Insurance coverage for your employees working in Washington as required in Title 51 RCW, together with an employment security department number as required in Title 50 RCW, and a state excise tax registration number as required in Title 82 RCW. Providing a copy of a state of Washington "Master License Service Registration and Licenses" form is typically sufficient evidence of the requirements of this subsection. 1.4 Provide a statement, signed by a person with authority to act and speak for your company, that your company, including any subsidiary companies or affiliated companies under majority ownership or under control by the owners of the bidder's company, are not and have not been in the past three (3) years, disqualified from bidding on any public ° works contract under RCW 39.06 010 or 39,12.065 (3). F Horseshoe Secondary Levees Ph II/Horn 42 July 11, 2012 Project Number, 09-3005 7 t 2. ORGANIZATION 2.1 How many years has your organization been in business as a Contractor? 2.2 How many years has your organization been in business under Its present business name? 2.2.1 Under what other or former names has your organization operated? 2.3 If your organization is a corporation, answer the following: 2.3.1 Date of incorporation: 2.3.2 State of incorporation: 2.3.3 President's name: 2.3.4 Vice-president's name(s): 2.3.5 Secretary's name: 2.3.6 Treasurer's name: 2.4 If your organization is a partnership, answer the following: 2.4.1 Date of organization: 2.4.2 Type of partnership (if applicable): 2.4.3 Name(s) of general partner(s): 2.5 If your organization is individually owned, answer the following: 2.5.1 Date of organization: 2.5.2 Name of owner: 2.6 If the form of your organization is other than those listed above, describe it and name the principals: 3. LICENSING 3.1 List jurisdictions and trade categories In which your organization is legally qualified to do business, and indicate license numbers, If applicable. 3.2 List jurisdictions in which your organization's partnership or trade name is filed. 4. EXPERIENCE 4.1 List the categories of work that your organization normally performs with Its own forces 4.2 Claims and Suits. (If the answer to any of the questions below is yes, please attach details.) 4.2.1 Has your organization ever failed to complete any work awarded to its 4.2.2 Are there any judgments, claims, arbitration proceedings or suits pending or outstanding against your organization or Its officers? Horseshoe Secondary Levees Ph II/Horn 43 July 11, 2012 Project Number, 09-3005.7 ,i 4.2.3 Has your organization filed any law suits or requested arbitration with regard to construction contracts within the last five years? 4.3 Within the last five years, has any officer or principal of your organization ever been an officer or principal of another organization when it failed to complete a construction contract? (If the answer is yes, please attach details.) 4.4 On a separate sheet, list major construction projects your organization has in progress, giving the name of project, owner, architect or design engineer, contract amount, percent complete and scheduled completion date. 4.4.1 State total worth of work in progress and under contract: 4.5 On a separate sheet, list the major projects your organization has completed in the past five years, giving the name of project, owner, architect or design engineer, contract amount, date of completion and percentage of the cost of the work performed with your own forces. 4.5.1 State average annual amount of construction work performed during the past five years: 4.6 On a separate sheet, list the construction experience and present commitments of the key individuals of your organization. 4.7 On a separate sheet, list your major equipment. S. REFERENCES 5.1 Trade References: 5.2 Bank References: 5.3 Surety: 5.3.1 Name of bonding company: 5.3.2 Name and address of agent: 6. FINANCING 6.1 Financial Statement. After bid opening, the City may require the following financial information from any of the three apparent low bidders If so required, the selected bidder(s) must respond with this financial information within 24 hours of the City's request for that information. The City's request for this information shall not be construed as an award or as an intent to award the contract. A bidder's failure or refusal to provide this information may result in rejection of that bidder's bid. 6.1.1 Attach a financial statement, preferably audited, including your organization's latest balance sheet and income statement showing the following items: Horseshoe Secondary Levees Ph II/Horn 44 July 11, 2012 Project Number 09-3005 7 4 Current Assets (e.g., (e. cash, joint venture accounts, accounts receivable, notes receivable, accrued Income, deposits, materials inventory and prepaid expenses); i Net Fixed Assets; Other Assets; Current Liabilities (e.g., accounts payable, notes payable, accrued expenses, provision for Income taxes, advances, accrued salaries and accrued payroll taxes);Other Liabilities (e g., capital, capital stock, authorized and outstanding shares par values, earned surplus and retained earnings). 6.1.2 Name and address of firm preparing attached financial statement, and date thereof: 6.1.3 Is the attached financial statement for the Identical organization named on page one? 6.1.4 If not, explain the relationship and financial responsibility of the organization whose financial statement is provided (e.g., parent- subsidiary). 6.2 Will the organization whose financial statement is attached act as guarantor of the contract for construction? 7. SIGNATURE 7.1 Dated at this day of , 2012. Name of Organization: By: Title: 7.2 , 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 day of , 2012. Notary Public: My Commission Expires: Horseshoe Secondary Levees Ph II/Horn 45 July 11, 2012 Project Number 09-3005 7 i City of Kent STATUTORY REQUIREMENTS The undersigned certifies under oath that the information provided herein is true and sufficiently complete so as not to be misleading. SUBMITTED BY: SCI INFRASTRUCTURE,LLC NAME: Jennifer Scoccolo ADDRESS: 2825 S 154`11 Street Seattle, WA 98188 PRINCIPAL OFFICE: SAME Phone: 206-242-0633 Fax: 206-242-0792 1. STATUTORY REQUIREMENTS 1.1 Copy of Department of Labor& Industries Certificate of registration: IlCpatrr6enraf Tabor and lndustries SCIIAFRP.SIX�T(11TRFTT•C 00lim 44450 Cl rnpia_W h 9SSU4-4450 Rcg,t,><,. SCUNL*993.TA TIJ31, t+02d194$57 Rcgistcrcdaspro+ dcdbyTsfwx COnsmCtinn C'Tnimetarr {{'f701)•Crhh'ETtAI S C 1 TVFRASTRL?CTC Rri LLC TsffaCfiacllai:4rrno01 2S25 SQT:TF 154M STREET 4iYM4 S�AIACNVA 481RS2434 Statement of Qualifications City of Kent July 31, 2012 1.2 Current State UBI Number: 602 094 857 Iy+ BUSINESS LICENSE 1151E OF W44 NINS.1[a\ Unifiod Business TD #r 602 094 857 Uw estse Limated LiabAlity Company Business ID #. 1 location: 1 Expires: 61-31-2013 SCI INFRASTRUCTURE, L.L.C. 2825 S 154TH ST SEATTLE WA 98IBB TAX REGISTRATION INDUSTRIAL LNSNRAWrE UNEMPLOYMENT INSURANCE d CITY LICENSESfREGISTRATIOHSf BELLEVUE GENERAL BUSINESS #63463 MARVSVILLE FENFRAL BUSINESS #0444CON900 y SAMMAMI511 GENERAL BUSINESS LICENSING RESTRICTIONS: City of Bellevue - Must camply with nll Home OCrupQ+tan oxomptaon criteria. Not 1xconaed to hire persons under mge i8 eL L1aln location. l i Ihk dncumam lee the r"&, n vn*mndunea.e and 1[<w9 a.Ilhasml fnr Ihr hu..nra mmrdahr av the dkravnaa4 kfe rk.., ecoIrlfiiav 0rc id,,rokd1w r41111enfplicadcn a.x mnnlrle fruc and a<currC N tlk beI of hn�r her Mumi[rlBe,amd(hat hrxnrrK anC ha [mdurtpl In rm;kan .dh all apFLcable NSWIr�kar aLae awnlp awl ailr llg,.l.}[Inm lar.lrrlu.lnrnrnl Rr.nmr SCI Infrastructure, LLC Page 2 of 7 Statement of Qualifications City of Kent July 31, 2012 1.3 Copy of Master License Service: See Above Employment Security Department: 148451-00-0 State Excise Tax Registration: 602 094 857 1.4 SCI Infrastructure, LLC, including any subsidiary companies or affiliated companies under majority ownership or under control by the owner's of the bidder's company, are not and have not been in the past three (3) years, disqualified from bidding on any public works contract under RCW 19.06.010 or 39.12.065(3). Manager 2. ORGANIZATION 2.1 Our organization has been in business for 60 years. 2.2 Our organization has been in business under its present business name for 11 years. 2.2.1 Our organization has formerly operated under the names: Scoccolo Construction, Inc. Scoccolo Construction Company 2.3 Our organization was incorporated in 1965 and now operates as a limited liability company in the state of Washington. 2.3.1 Date of incorporation: 1965 (formed SCI April 1, 2001.) 2.3.2 State of Incorporation: Washington 2.3.3 N/A 2.3.4 N/A 2.3.5 N/A 2.3.6 N/A 2.4 Our organization was incorporated in 1965 and now operates as a limited liability company in the state of Washington. 2.4.1 April 1, 2001 2.4.2 Limited Liability Company 2.4.3 General Partners Scoccolo Construction, Inc. & Mountain Pacific Contractors, Inc SCI Infrastructure, LLC Page 3 of 7 ` Statement of Qualifications City of Kent July 31, 2012 2.5 N/A 2.6 N/A 3. LICENSING 3.1 Jurisdictions and trade categories our organization is legally qualified to do business with: State of Washington, Contractor's Registration No. SCIINL*993JA Department of Labor & Industries Account No. 009, 814-00 3.2 Jurisdictions in which our organization or trade name is filed: State of Washington 4. EXPERIENCE 4.1 Categories of work that our organization typically performs with it's own forces: Excavation, Sitework, Underground Utilities, Trucking, Concrete (flatwork, retaining walls, vaults, etc.) 4.2 Claims and Suits 4.2.1 Our organization has never failed to complete any work awarded to it. 4.2.2 No judgments, claims, arbitration proceedings or suits are pending or outstanding against our organization or its officers. 4.2.3 Our organization has not filed any law suits or requested arbitration with regard to construction contracts within the last five years. 4.3 Within the last five years, no officer or principal or our organization has ever been an officer or principal of another organization when it failed to complete a construction contract. 4.4 See the attached list of the major projects our organization has in progress. 4.4.1 The total worth of work in progress is: $6 5 Million The total worth of work under contract is: $8.5 Million 4.5 See the attached list of major projects our organization has completed in the past five years, with the name of the project, owner, architect/engineer, contract amount, date of completion, and percentage of cost of work performed with our own forces. SCI Infrastructure, LLC Page 4 of 7 5 b Statement of Qualifications City of Kent July 31, 2012 4.5.1 The average annual amount of construction work performed during the past five years is $25 Million. 4.6 Construction experience and present commitments of key personnel in our organization Mark Scoccolo: Company Manager — Has been in the heavy, civil, construction business for over 24 years. Starting in the field and working his way through the various roles as superintendent, estimator, and project manager, Mark currently manages the day-to-day operations of personnel, management, and finance. Patrick Scoccolo: Equipment/Claims Manager — Started with SCI in 1987 as a foreman, moved up to field supervisor, general superintendent, as is now in the office as a project manager. He has experience coordinating manpower and equipment to properly staff each project. Tyson Lashbrook: Project Manager — Started with SCI in 2000 as a foreman, moved up to field supervisor, and is now in the office as a project manager. He has the field and management experience to be a well-rounded manager of time, money, and resources. Jennifer Scoccolo: Contract Manager — Worked for Sellen Construction, a local general contractor for over seven years before coming to work for SCI. Jennifer has a strong background in concrete, both cast-m-place and precast Jennifer also has extensive experience with AutoCad and earthwork volume calculation software (Sitework 98 / Graphic Grade). Currently handles payment for contract and extra work. Our organization has over 4 Field Supervisors, most of them have worked with ' SCI for numerous years. These are the people who direct field operations on the projects and maintain communication with the office through the project manager or project engineer assigned to the project. 4.7 See attached list of major equipment owned by SCI Infrastructure and available for use on this project. 5. REFERENCES 5.1 Trade References NC Machinery, PO Box C-34936, Seattle. WA (425) 251-5800 Mack Trucks, Inc , 25619 Pacific Hwy S, Des Moines, WA (253) 529-0258 SCI Infrastructure, LLC Page 5 of 7 a Statement of Qualifications City of Kent July 31. 2012 5.2 Bank References Columbia Bank, 719 2°d Ave, Seattle, WA 98104 Contact- Barbara Hegstrom 253-305-1909 5.3 Surety Bonding Company: Merchants Bonding Company 2100 Fleur Drive, Des Moines, IA 50321 Bonding Agent: Cascade Surety 10924 Mukilteo Speedway, Suite B Mukilteo, WA 98275 6. Financing 6.1 (6.1.1) After bid opening, financial information may be required by the City. 6.1.2 Bemston Porter & Company, PLLC 155 108`h Ave NE, Suite 510 Bellevue, WA 98004 800-876-6931 6.1.3 After bid opening, financial information may be required by the City. If requested, the relationship and financial responsibility of the organization is identical to that named on page 1. 6.14 N/A I 6.2 The organization whose financial statement may be requested after bid opening, will act as guarantor of the contract for construction. 7. Signature 7.1 Dated at this 31' day of Jules , 2012. 1� Name of Organization: SCl Infrastructure, LLC By T Contract Manager i SCI Infrastructure, LLC Page 6 of 7 Statement of Qualifications City of Kent July 31, 2012 7.2 Jennifer Scoccolo,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 31 st day of July 2012. 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Toll Free 800-255-0633 Administrative Fax 253-218-0454 / Bid Fax 253-218-0452 .lssocarBd cB.,eppi Contrab�ia3 www.sciinfrastructure.com _w_ _ _ _ ___ o v✓asningron REVISED 12/13/2010 • EQUIPMENT LIST EXCAVATORS - continued Hitachi EX120 Excavator Hitachi EX200 Excavator John Deere JD 50 Excavator 1 .�.� Yanmar V-1045 Excavator 4 Caterpillar 303 CR Excavator 1 �g+y TRACTORILOADER/BACKHOES Caterpillar 416 Backhoe Caterpillar 420 Backhoe John Deere 310 Backhoe 5 <" ' 2 WHEEL LOADERS Caterpillar 980C Loader Caterpillar 962G Loader 1 Caterpillar 928G Loader 3 Caterpillar 9501938 Loader 2 Caterpillar 930 Loader 1 4004 0 COMPACTORS Caterpillar 815 Pad Foot 1 Sakai SV400-D Compactor 1 Dynapac CA362D Compactor 1 Bomag 172 Compactor 1 Caterpillar CS563 Compactor 1 Dynapac 152D Compactor 1 Dynapac CC-900 Compactor 1 Wacker 15T Compactor 2 13111 2OF3 L r REVISED 12/13/2010 EQUIPMENT LIST MOTOR GRADERS Caterpillar 16G Grader 1 Caterpillar 14G Grader Caterpillar 140G Grader 1 Caterpillar 12E Grader 1 i 0 TRACK TYPE LOADERS Caterpillar 955K Loader 2 TRUCKS Mack End Dump w/Trailer 8 Tractor&Side Dump 2F�_ Mack End Dump 5 ARTICULATED TRUCKS Volvo A-35 4 WOW SWEEPER TRUCKS Tymco 600 3 r r Mf NiYi I.11B IMnr Mllllll SIB fWwr N(llYf{llll fMwe VACUUM TRUCKS Vac-Master 1 - 23 71 SPECIALTY EQUIPMENT 5-4000 Gallon Water Trucks Asphalt Grinder Fine Grade Trimmer Light Plants, Generator Sets,Air Compressors 30F3 1 PROPOSAL SIGNATURE PAGE The undersigned bidder hereby proposes and agrees to start construction work on the Contract, if awarded to him/her, on or before ten (10) calendar days from the date of the Notice to Proceed, and agrees to complete the Contract within one hundred forty (140) 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 P 9 ( ) Y Y awards the Contract. The City anticipates issuance of the Notice to Proceed on the day of the preconstruction meeting. No bidder may withdraw his/her bid for a period of sixty (60) calendar days after the day of bid opening. The required bid security consisting of a bid bond, cashier's check or cash in an amount equal to 5% of the total amount is hereto attached. Notice of acceptance of this bid or request for additional information shall be addressed to the undersigned at the address stated below. Receipt of Addendum No.'s , to the plans and/or specifications is hereby acknowledged. Failure to acknowledge receipt of the addenda may be considered an irregularity in this proposal By signing this Proposal Signature Page, the undersigned bidder agrees to accept all contract forms and documents included within the bid packet and to be bound by all terms, requirements and representations listed in the bid documents whether set forth by the City or by the Bidder. DATE: ��31 �12 SCI INFRASTRUCTURE, LLC NAME OFXIDER BY: Signature M AIW— S 6066,0 ,o M A-N/-arFfL (Print Name and Title) Address s r- . w� <) Horseshoe Secondary Levees e ees Ph II/Horn 46 July il, 2012 Project Number. 09-3005 7 BID BOND FORM KNOW ALL MEN BY THESE PRESENTS: That we, SCI Infrastructure, LLC as Principal, and Merchants Bonding Company , as Surety, are held and firmly bound unto the CITY OF KENT, as Obligee, in the penal sum of 5% of Bid Amount 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 Horseshoe Bend Levee Improvements East and West River Bend Secondary Levees - Phase II/Project Number: 09-3005.7 According to the terms of the proposal or bid made by the Principal thereof, and the Principal shall duly make and enter into a contract with the Obligee in accordance with the terms of said proposal or bid and award and shall give bond for the faithful performance thereof, with Surety or Sureties approved by the Obligee; or if the Principal shall, in case of failure so to do, pay and forfeit to the Obligee the penal amount of the deposit specified in the invitation to bid, then this obligation shall be null and void; otherwise it shall be and remain in full force and effect and the Surety shall forthwith pay and forfeit to the Obligee, as penalty and liquidated damaged, the amount of this bond. SIGNED, SEALED AND DATED THIS 31st DAY OF July 2012. SCI Infrastructure, LLC PRINyC�IPAL Merchants Bonding Company SURETY Nicholas Wibbens Attorney-In-Fact 20 Received return of deposit in the sum of $ Horseshoe Secondary Levees Ph rl/Horn 47 July 11, 2012 Project Number 09-3005 7 r >< MERCHANTS BONDING COMPANY. POWER OF ATTORNEY Know All Persons By These Presents,that MERCHANTS BONDING COMPANY(MUTUAL)and MERCHANTS NATIONAL BONDING, INC , both being corporations duly organized under the laws of the State of Iowa(herein collectively called the"Companies"), and that the Companies do hereby make,constitute and appoint individually, Gordon E Wibbens, Nicholas Wibbens of Muktlteo and State of WA their true and lawful Attorney-in-Fact,with full power and authority hereby conferred in their name, place and stead, to sign, execute, acknowledge and deliver in their behalf as surety any and all bonds, undertakings, recognizances or other written obligations in the nature thereof, subject to the limitation that any such instrument shall not exceed the amount of SIX MILLION($6,000,000.00)DOLLARS and to bind the Companies thereby as fully and to the same extent as if such bond or undertaking was signed by the duly authorized officers of the Companies, and all the acts of said Attorney-in-Fact, pursuant to the authority herein given, are hereby ratified and confirmed This Power-of-Attorney is made and executed pursuant to and by authority of the following By-Laws adopted by the Board of Directors of the Merchants Bonding Company(Mutual)on April 23,2011 and adopted by the Board of Directors of Merchants National Bonding,Inc,on October 24,2011 "The President, Secretary,Treasurer,or any Assistant Treasurer or any Assistant Secretary or any Vice President shall have power and authority to appoint Attorneys-in-Fact,and to authorize them to execute on behalf of the Company, and attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof The signature of any authorized officer and the seal of the Company may be affixed by facsimile or electronic transmission to any Power of Attorney or Certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligations of the Company, and such signature and seal when so used shall have the same force and effect as though manually fixed " In Witness Whereof,the Companies have caused this instrument to be signed and sealed this 2nd day of March , 2012 1,.11014.44 :•�1NG CoMERCHANTS BONDING COMPANY�.• GLP aRgr 0'e :0�?O�P�Rq p�yS MERCHANTS NATIONAL BONDING,INUC UAL) v= 2CO3 :.�- 1933 c:c: .SJ. _ - 'i. .f��.,'f'••�••......,'< ,ram . I •`$TA1 E OFtOWA ••rn. •aNM,•,',� ••� •� COUNTY OF POLK ss President�••� On this 2nd day of March 2012, before me appeared Larry Taylor,to me personally known,who being by me duly sworn did say that he is President of the MERCHANTS BONDING COMPANY(MUTUAL)and MERCHANTS NATIONAL BONDING, INC,and that the seals affixed to the foregoing instrument is the Corporate Seals of the Companies,and that the said instrument was signed and sealed in behalf of the Companies by authority of their respective Boards of Directors In Testimony Whereof, I have hereunto set my hand and affixed my Official Seal at the City of Des Moines, Iowa,the day and year first above written ff y MARANDA GREENWALT �� lh" F Commission Number 770312 e My Commission Expires October 28,2014 Notary Public,Polk County,Iowa STATE OF IOWA COUNTY OF POLK as I, William Warner,Jr,Secretary of the MERCHANTS BONDING COMPANY(MUTUAL)and MERCHANTS NATIONAL BONDING INC, do hereby certify that the above and foregoing is a true and correct copy of the POWER-OF-ATTORNEY executed by said Companies, which is still in full force and effect and has not been amended or revoked In Witness Whereof, I have hereunto set my hand and affixed the seal of the Companies on this31st dayof July 2012 -03.-0:3. Secretary / POA 0014 (11/11) •`Jd�'%y ......•::�<��.r=,- ••�&�!(ii" _:_11a�.'a '"•NN•......Sol�•' •.••a.• CITY OF KENT COMBINED DECLARATION FORM: NON-COLLUSION, MINIMUM WAGE (NON-FEDERAL AID) NON-COLLUSION DECLARATION I, by signing the proposal, hereby declare, under penalty of perjury under the laws of the United States that the following statements are true and correct: 1. That the undersigned person(s), firm, association or corporation has (have) not, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with the project for which this proposal is submitted. 2. That by signing the signature page of this proposal, I am deemed to have signed and to have agreed to the provisions of this declaration. AND MINIMUM WAGE AFFIDAVIT FORM I, the undersigned, having duly sworn, deposed, say and certify that In connection with the performance of the work of this project, I will pay each classification of laborer, workman, or mechanic employed In the performance of such work not less than the prevailing rate of wage or not less than the minimum rate of wage as specified In the principal contract; that I have read the above and foregoing statement and certificate, know the contents thereof and the substance as set forth therein Is true to my knowledge and belief. Horseshoe Bend Levee Improvements East and West River Bend Secondary Levees - Phase II Project Number: 09-3005.7 NAME OF PROJECT SCI INFRASTRUCTURE, LLC NAME OF BIDDER'S FIRM SIGNATURE OF AUTHORIZED REPRESENTATIVE OF BIDDER Horseshoe Secondary Levees Ph II/Horn 48 July 11, 2012 Project Number• 09-3005 7 This change order form is for example purposes only. By submitting a bid, the bidder agrees to be bound by the terms of this change order form for any change orders. CHANGE ORDER Date: Change Order No.: 1 City Project Name: Project Number: Contractor: Original Contract Date: This Change Order amends the above-referenced contract; all other provisions of the contract that are not inconsistent with this Change Order shall remain in effect. For valuable consideration and by mutual consent of the parties, the project contract is modified as follows: 1. The section of the Agreement which outlines the Description of Work, is hereby modified as follows: Provide all labor, materials, and equipment necessary to: 2. The contract amount and time for performance are hereby modified as follows: Original Contract Sum, Including $ applicable alternates and WSST. Net Change by Previous Change Orders $ (Incl. applicable WSST) Current Contract Amount $ (incl Previous Change Orders) Current Change Order $ Applicable WSST Tax on this Change $ Order Revised Contract Sum $ Original Time for Completion Working days Revised Time for Completion under -0- Working days prior Change Orders Days Required t for this Change Order -0- Working days Revised Time for Completion Working days Horseshoe Secondary Levees Ph II/Horn 49 July 11, 2012 Project Number* 09-3005 7 In accordance with Sections 1-04.4 and 1-04.5 of the Kent and WSDOT Standard Specifications, the Contractor accepts all requirements of this Change Order by signing below. Also, pursuant to the above-referenced contract, Contractor agrees to waive any protest or claim it may have regarding this Change Order and acknowledges and accepts that this Change Order constitutes full payment and final settlement of all claims of any kind or nature arising from or connected with any work either covered or affected by this Change Order, Including, without limitation, claims related to contract time, contract acceleration, onsite or home office overhead, or lost profits. This Change Order, unless otherwise provided, does not relieve the Contractor from strict compliance with the guarantee and warranty provisions of the original contract, particularly those pertaining to substantial completion date. The parties whose names appear below swear under penalty of perjury that they are authorized to enter into this contract modification, which is binding on the parties of this contract. 3. The Contractor will adjust the amount of its performance bond (if any) for this project to be consistent with the revised contract sum shown in section 2, above. IN WITNESS, the parties below have executed this Agreement, which will become effective on the last date written below. CONTRACTOR: CITY OF KENT: By: By: (signature) (signature) Print Name: Print Name: Timothy J. LaPorte . P.E. Its Its Public Works Director (Title) (Title) DATE: DATE: Horseshoe Secondary Levees Ph II/Horn 50 July 11, 2012 Project Number 09-3005.7 r 4 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 ....................❑ Tableof Contents Sheet.......................................................................❑ Invitationto Bid...................................................................................❑ Contractor Compliance Statement........................................................❑ Date............................................................................................❑ Have/have not acknowledgment ................................................❑ Signature and address ................................................................❑ Declaration - City of Kent Equal Employment Opportunity Policy ........❑ Datedand signed ........................................................................❑ Administrative Policy ...........................................................................❑ Proposal...............................................................................................❑ First line of proposal - filled in ...................................................❑ Unitprices are correct ................................................................❑ Bid the same unit price for asterisk (*) bid items.......................❑ Minimum bid prices are correct...................................................❑ Subcontractor List (contracts over $100K) ..........................................❑ Subcontractors listed properly....................................................❑ Signature ....................................................................................❑ Subcontractor List (contracts over $1 million).....................................❑ Subcontractors listed properly....................................................❑ Signature ....................................................................................❑ Contractor's Qualification Statement ...................................................❑ Completeform and notarize........................................................❑ ProposalSignature Page......................................................................❑ All Addenda acknowledged .........................................................❑ Date signed and addressed ❑ BidBond Form .....................................................................................❑ Signed, sealed and dated............................................................❑ Powerof Attorney.......................................................................❑ (Amount of bid bond shall equal 5% of the total bid amount) Combined Declaration Form .................................................................❑ Signed, and dated .......................................................................❑ ChangeOrder Form..............................................................................❑ Bidder's Checklist ................................................................................❑ The following forms are to be executed after the Contract is awarded, A) CONTRACT This agreement Is to be executed by the successful bidder. B) PAYMENT AND PERFORMANCE BOND To be executed by the successful bidder and its surety company. The following form is to be executed after the Contract is completed• A) CITY OF KENT EQUAL EMPLOYMENT OPPORTUNITY COMPLIANCE STATEMENT To be executed by the successful bidder AFTER COMPLETION of this contract. Horseshoe Secondary Levees Ph II/Horn 51 July 11, 2012 Protect Number 09-3005 7 Bond No. WAC-46431 PAYMENT AND PERFORMANCE BOND �✓ KENT TO CITY OF KENT KNOW ALL MEN BY THESE PRESENTS: That we, the undersigned, SC1 Infrastructure, LLC as Principal, and Merchants Bonding Company a Corporation organized and existing under the laws of the State of Washington, as a Surety Corporation, and qualified under the laws of the State of Washington to become Surety upon bonds of Contractors with Municipal Corporations, as Surety, are jointly and severally held and firmly bound to the CITY OF KENT in the penal sum of $ 4,361,315.21 , together with any adjustments, up or down, in the total contract price because of changes in the contract work, for the payment of which sum on demand we bind ourselves and our successors, heirs, administrators or personal representatives, as the case may be. This obligation is entered into in pursuance of the statutes of the State of Washington, and the Codes and Ordinances of the CITY OF KENT. Nevertheless, the conditions of the above obligation are such that: WHEREAS, under and pursuant to a motion, duly made, seconded and passed by the City Council of the City of Kent, King County, Washington, the Mayor of the City of Kent has let or is about to let to the above bounden Principal, a certain contract, the said contract providing for construction of Horseshoe Bend Levee Improvements East and West River Bend Secondary Levees - Phase II/Project Number: 09-3005.7 (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 P set forth: NOW, THEREFORE, for non-FHWA projects only, if the Principal shall faithfully perform all the provisions of said contract in the manner and within the time herein set forth, or within such extensions of time as may be granted under the said contract, and shall pay all laborers, mechanics, subcontractors and material men, and all persons who shall supply the Principal or subcontractors with provisions and supplies for the carrying on of said work and shall indemnify and hold the CITY OF KENT harmless from any damage or expense by reason of failure of performance as specified in said contract or from defects appearing or developing in the material or workmanship provided or performed under said contract, then and in that event this obligation shall be void; but otherwise it shall be and remain in full force and effect. IN WITNESS WHEREOF, the above bounden parties have executed this instrument under their separate seals. The name and corporate seal (if required by law) of each corporate party is hereto affixed and duly signed by its undersigned representatives pursuant to authority of its governing body. Horseshoe Secondary Levees Ph IIJHom 52 July 11, 2012 Project Number: 09-3005 7 •TWO WITNESSES: SCI Infrastructure, LLC Z'l PRINCIPAL (enter pnncipaPs name above) BY: TITLE: DATE: / 1 — DATE: �! / 7 CORPORATE SEAL: Lt tap, A-vt Asa in PRINT NAME DATE: g! ! Z - Merchants Bonding Company SURETY CORPORATE SEAL: BY: /r1 DATE: 08/16/2012 - TITLE: Nicholas Wibbens Attorney-In-Fact ADDRESS: 2100 Fleur Drive w Des Moines, IA 50321 CERTIFICATE AS TO CORPORATE SEAL I hereby certify that I am the (Assistant) Secretary of the Corporation named as Principal in the within Bond; that Who signed the said bond on behalf of the Principal sCI Infrastructure, LLC Of the said Corporation; that I know his signature thereto is genuine, and that said Bond was duly signed, sealed, and attested for and in behalf of said Corporation by authority of its governing body. SECRETARY OR ASSISTANT SECRETARY Horseshoe Secondary Levees Ph II/Horn 53 July 11, 2012 Project Number. 09-3005.7 MERCHANT Bond No. WAC-46431 . 1 . BONDING COMPANY, POWER OF ATTORNEY Know All Persons By These Presents,that MERCHANTS BONDING COMPANY(MUTUAL)and MERCHANTS NATIONAL BONDING, INC,both being corporations duly organized under the laws of the State of Iowa(herein collectively called the"Companies"), and that the Companies do hereby make, constitute and appoint, individually, Gordon E Wibbens, Nicholas Wibbens Of Mukilteo and State of WA their true and lawful Attorney-m-Fad,with full power and authority hereby conferred in their name, place and stead, to sign, execute, acknowledge and deliver in their behalf as surety any and all bonds, undertakings, recognizances or other written obligations in the nature thereof, subject to the limitation that any such instrument shall not exceed the amount of SIX MILLION($6,000,000.00)DOLLARS and to bind the Companies thereby as fully and to the same extent as if such bond or undertaking was signed by the duly authorized officers of the Companies, and all the acts of said Attorney-in-Fact, pursuant to the authority herein given, are hereby ratified and confirmed This Power-of-Attorney is made and executed pursuant to and by authority of the following By-Laws adopted by the Board of Directors of the Merchants Bonding Company(Mutual)on April 23,2011 and adopted by the Board of Directors of Merchants National Bonding,Inc,on October 24,2011 'The President, Secretary,Treasurer, or any Assistant Treasurer or any Assistant Secretary or any Vice President shall have power and authority to appoint Attorneys-in-Fact,and to authorize them to execute on behalf of the Company,and attach the seal of the Company thereto,bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof The signature of any authorized officer and the seal of the Company may be affixed by facsimile or electronic transmission to any Power of Attorney or Certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligations of the Company, and such signature and seal when so used shall have the same force and effect as though manually fixed" th Witness Whereof, the Companies have caused this instrument to be signed and sealed this 2nd day of March , 2012 yr`��*�••" ..QUA +�~= �V, -P '11.6 as MERCHANTS BONDING COMPANY(MUTUAL) - r b:• FOR , %0'; •m� OAy'9y: MERCHANTS NATIONAL BONDING,INC 1933 V _ �yJ. Y• 9y -- �.►��••......;,�X'�ray ••a,�i�. ,,.`;;.f,Q. STATE OF IOWA w .• COUNTY OF POLK ss ��~""ri"u �••"' President On this 2nd day of March 2012,before me appeared Larry Taylor,to me personalty known,who being by me duly sworn did say that he is President of the MERCHANTS BONDING COMPANY(MUTUAL)and MERCHANTS NATIONAL BONDING, INC ,and that the seals affixed to the foregoing instrument is the Corporate Seals of the Companies,and that the said instrument was signed and sealed in behalf of the Companies by authority of their respective Boards of Directors In Testimony Whereof, I have hereunto set my hand and affixed my Official Seal at the City of Des Moines, Iowa,the day and year first above written yq MARANDA GREENWALT r ,�� if? Lt R Commission Number770312 My Commission Expires October 28,2014 Notary Public, Polk County, Iowa STATE OF IOWA COUNTY OF POLK ss I, William Warner,Jr,Secretary of the MERCHANTS BONDING COMPANY(MUTUAL)and MERCHANTS NATIONAL BONDING,INC, do hereby certify that the above and foregoing is a true and correct copy of the POWER-OF-ATTORNEY executed by said Companies, which is still in full force and effect and has not been amended or revoked this libNitndess ay of heAugus have hereuntort Ty hand and affixed the seal of the Companies on ...u1b4ry •a•a•.• ` tSIO1J��'oa .•�1NG co :�t►►ORq �p i :m: ORq • f/ c` •p3 / ddr . 1933 :c. Secretary POA 0014 (11/11) , ►`�,........•;;��'��r'�, a•.6'�/� `1d CONTRACT THIS AGREEMENT, made in triplicate, is entered Into b�jg�ep_trgTRUCTU F LLC KENT, a Washington municipal corporation ("City"), and �IVr organized under the laws of the State of located and doing business at 2SZ5 S., 1,4-rL` sr• scrtctu� .cam �8�e8 ('Contractor"). WITNESS: In consideration of the terms and conditions contained herein and attached and made a part of this Agreement, the parties agree as follows: 1. The Contractor shall do all work and furnish all tools, materials, and equipment for: Horseshoe Bend Levee Improvements East and West River Bend Secondary Levees - Phase II/Project Number: 09-3005.7 in accordance with and as described in the Contract and shall perform any alterations in or additions to the work provided under the Contract and every part thereof. The Contract shall Include all project specifications, provisions, and plans; the City's general and special conditions; the 2012 Standard Specifications for Road, Bridge, and Municipal Construction, as prepared by the Washington State Department of Transportation and the Washington State Chapter of the American Public Works Association, including all published amendments issued by those organizations, if applicable ("Standard Specifications"); the City's bid documents; and the Contractor's response to the City's bid. The Contractor is responsible to obtain copies of the 2012 WSDOT Standard Specifications including the latest amendments issued by WSDOT as of the date of bid opening. Unless otherwise directed by the City, work shall start within ten (10) days after the City issues its Notice to Proceed and be completed within one hundred forty (140) working days. The Contractor shall provide and bear all expense of all equipment, work, and labor of any sort whatsoever that may be required for the transfer of materials and for constructing and completing the work provided for in the Contract and every part thereof, except as mentioned in the specifications to be furnished by the City. 2. The City hereby promises and agrees with the Contractor to employ, and does employ, the Contractor to provide the materials and to do and cause to be done the above described work and to complete and finish the same according to the Contract and the terms and conditions herein contained and hereby contracts to pay for the same according to the Contract and the schedule of unit or itemized prices provided by Contractor in its response to the City's bid, at the time and in the manner and upon the conditions provided for in the Contract. 3. The Contractor for itself, and for its heirs, executors, administrators, successors, and assigns, does hereby agree to the full performance of all covenants herein contained upon the part of the Contractor. 4. It is further provided that no liability shall attach to the City by reason of entering into this contract, except as expressly provided herein. Horseshoe Secondary Levees Ph II/Horn 54 July 11, 2012 Project Number 09-3005.7 _x 5. Contractor shall defend, Indemnify, and hold the City, Its officers, officials, employees, agents, volunteers and assigns harmless from any and all claims, injuries, damages, losses or suits, Including all legal costs and attorney fees, arising out of or in connection with the performance of this contract, except for injuries and damages caused by the sole negligence of the City. The City's inspection or acceptance of any of Contractor's work when completed shall not be grounds to avoid any of these covenants of indemnification. Should a court of competent jurisdiction determine that this contract is subject to RCW 4.24.115, then, in the event of liability for damages arising out of bodily injury to persons or damages to property caused by or resulting from the concurrent negligence of the Contractor and the City, its officers, officials, employees, agents and volunteers, the Contractor's liability hereunder shall be only to the extent of the Contractor's negligence. IT IS FURTHER SPECIFICALLY AND EXPRESSLY UNDERSTOOD THAT THE INDEMNIFICATION PROVIDED HEREIN CONSTITUTES THE CONTRACTOR'S WAIVER OF IMMUNITY UNDER INDUSTRIAL INSURANCE, TITLE 51 RCW, SOLELY FOR THE PURPOSES OF THIS INDEMNIFICATION. THE PARTIES FURTHER ACKNOWLEDGE THAT THEY HAVE MUTUALLY NEGOTIATED THIS WAIVER. The provisions of this section shall survive the expiration or termination of this contract. 6. Contractor agrees, upon the City's written demand, to make all books and records available to the City for inspection, review, photocopying, and audit in the event of a contract related dispute, claim, modification, or other contract related action at reasonable times (not to exceed three (3) business days) and at places designated by the City. 7. The Contractor shall procure and maintain, during the term of construction and throughout the specified term of maintenance, insurance of the types and in the amounts described in Exhibit A attached and incorporated by this reference. 8. Contractor is responsible for locating any underground utilities affected by the work and is deemed to be an excavator for purposes of RCW Ch. 19.122, as amended. Contractor shall be responsible for compliance with RCW Ch. 19.122, including utilization of the "one call" locator service before commencing any excavation activities. 9. Contractor shall fully cover any and all loads of loose construction materials, including but not limited to sand, dirt, gravel, asphalt, excavated materials, construction debris, etc, to protect said materials from air exposure and to minimize emission of airborne particles to the ambient air environment within the City. Horseshoe Secondary Levees Ph II/Horn 55 July 11, 2012 Project Number 09-3005 7 CITY OF KENT BY: 2E4COKE, MAYOR DA 3� ATTE BRENDA JACOBER, C51LERK APPROVED S TO FOR KEIr LAW DEPARTMENT CONTRACTOR BY: PRIN NAME: // AME: W A-" '- Se oCCOLO TITLE:MA-u,4�61� DATE:6- 1�- 1 Z Horseshoe Secondary Levees Ph II/Horn 56 July 11, 2012 Project Number. 09-3005 7 EXHIBIT A INSURANCE REQUIREMENTS FOR CONSTRUCTION PROJECTS Insurance The Contractor shall procure and maintain for the duration of the Agreement, insurance against claims for injuries to persons or 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. Commercial General Liability Insurance shall be written on ISO occurrence form CG 00 01 or Its equivalent, with minimum limits of $3,000,000 per occurrence and in the aggregate for each 1 year policy period. This coverage may be any combination of primary, umbrella or excess liability coverage affording total liability limits of not less than $3,000,000 per occurrence and in the aggregate. Products and Completed Operations coverage shall be provided for a period of 3 years following Substantial Completion of the work. The Commercial General Liability insurance shall be endorsed to provide the Aggregate per Project Endorsement ISO form CG 25 03 11 85. The City shall be named as an Additional Insured under the Contactor's Commercial General Liability insurance policy with respect to the work performed for the City. All endorsements adding Additional Insureds shall be issued on form CG 20 10 11 85 or a form deemed equivalent, providing the Additional Insureds with all policies and endorsements set forth in this section. 2. Automobile Liability insurance covering all owned, non-owned, hired and leased vehicles. Coverage shall be written on Insurance Services Office (ISO) form CA 00 01 or a substitute form providing equivalent liability coverage. If necessary, the policy shall be endorsed to provide contractual liability coverage. 3. Workers' Comi2ensation 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. Commercial General Liability insurance shall be written with minimum limits of $3,000,000 per occurrence and in the aggregate for each 1 year policy period. This coverage may be any combination of primary, umbrella or excess liability coverage affording total liability limits of not less than $3,000,000 per occurrence and in the aggregate. Products and Completed Operations coverage shall be provided for a period of 3 years following Substantial Completion of the work. Horseshoe Secondary Levees Ph II/Horn 57 July 11, 2012 Project Number 09-3005 7 EXHIBIT A (Continued) 2. Automobile Liability Insurance with a minimum combined single limit for bodily Injury and property damage of $1,000,000 per accident. C. Other Insurance Provisions The Insurance policies are to contain, or be endorsed to contain, the following provisions for Automobile Liability and Commercial General Liability: 1. The Contractor's Insurance coverage shall be primary Insurance as respect the City. Any Insurance, self-Insurance, or Insurance pool coverage maintained by the City shall be excess of the Contractor's insurance and shall not contribute with it. 2. The Contractor's insurance shall be endorsed to state that coverage shall not be cancelled by either party, except after thirty (30) days prior written notice by certified mail, return receipt requested, has been given to the City. 3. The City of Kent shall be named as an additional insured on all policies (except Professional Liability) as respects work performed by or on behalf of the contractor and a copy of the endorsement naming the City as additional insured shall be attached to the Certificate of Insurance. The City reserves the right to receive a certified copy of all required insurance policies. The Contractor's Commercial General Liability insurance shall also contain a clause stating that coverage shall apply separately to each insured against whom claim is made or suit is brought, except with respects to the limits of the insurer's liability. D. Contractor's 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 ANII. Horseshoe Secondary Levees Ph II/Horn 58 July 11, 2012 Project Number 09-3005 7 EXHIBIT A (Continued) G. Verification of Coverage Contractor shall furnish the City with original certificates and a copy of the amendatory endorsements, including but not necessarily limited to the additional Insured endorsement, evidencing the Automobile Liability and Commercial General Liability insurance of the Contractor before commencement of the work. 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. Horseshoe Secondary Levees Ph II/Horn 59 July 11, 2012 Project Number 09-3005 7 l ® DATE(MMIDDIYYYY) A�v CERTIFICATE OF LIABILITY INSURANCE 08/16l2012 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s) PRODUCER CONTACT NAME Parker,Smith R Feek, Inc PHONE FAX 2233 112th Avenue NE JIA Exit,E-MAIL 425-709-3600 Alc No 425-709-7460 Bellevue,WA 98004 ADDRESS PRODUCER T INSURER(S)AFFORDING COVERAGE NAIC N INSURED SCI Infrastructure,LLC INSURER Valley For Insurance Com am 2825 South 154th Street INSURER B LlbertV Insurance Cor oration Seattle,WA 98188 INSURERC INSURER D INSURER E INSURER F COVERAGES CERTIFICATE NUMBER REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS INSR r TYPE OF INSURANCE ADDL SUER POLICY EFF POLICY EXP LIMITS LTR POLICY NUMBER MMIDDIYYYY MMIDD/YYYY A GENERAL LIABILITY C4016281533 4/1/2012 4/1/2013 EACH OCCURRENCE $ 1.000.000 X COMMERCIAL GENERAL LIABILITY SAG N 1—_X PREMISES Ea occurrence $ 300000 CLAIMS-MADE Ex OCCUR I A 17C VIED EXP(Any one person) $ 15,000 PERSONAL B ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GENT AGGREGATE LIMIT APPLIES PER PRODUCTS-COMP/OP AGG $ 2,000,000 POLICY X JE PRO- T X LOG $ AUTOMOBILE LIABILITY C4016281516 COMBINED SINGLE LIMIT q 4/1/2012 4/1l2013 (Ea accident) $ 1,000,000 ANY AUTO ' y x BODILY INJURY(Per person) $ ALL OWNED AUTOS ' BODILY INJURY(Per accident) $ X SCHEDULED AUTOS PROPERTY DAMAGE $ X HIREDAUTOS (Per accident) X NON-OWNED AUTOS $ q B =umBLLA OCCUR TH7661066322012 4/1/2012 4/1/2013 EACH OCCURRENCE $ 2,000,000 CLAIMS-MADE r AGGREGATE $ 2000,000 I $10,000 $ WORKERS COMPENSATION C4016281533 41112012 411/2013 ORYSTiU LIMITS x_CER A AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE YIN `WASHINGTON STOP GAP EL EACH ACCIDENT $ 1,000,000 OFFICERIMEMBER EXCLUDED? ❑ NIA F - (Mandatory in NH) EL DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under EL DISEASE-POLICY LIMIT $ 1 ,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101,Adtlrtional Remarks Schedule,if more space Is required) SCI Job No 1216-Horseshoe Bend Levee Improvements East and West River Bend Secondary Levees-Phase II/Project Number 09-3005 7 City of Kent is Included as additional insured and coverage Is primary and non-contributory per the attached endorsement G186521 0709(GL),LC00001 1110(Excess), (See Attached Description) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS City of Kent AUTHORIZED REPRESENTATIVE 220 Fourth Avenue South Ken „M Kent WA 98032 9)1988-2009 ACORD CORPORATION. All rights reserved. ACORD 25(2009109) The ACORD name and logo are registered marks of ACORD 1 of 18 SCIINFRA(JJW00) DESCRIPTIONS (Continued from Page 1 ) LCU2908 1110(Excess),and included as additional insured per the attached endorsement CA0001 0310(Auto) Waiver of subrogation applies per the attached endorsement G186521 0709(GL)CA0444 0310(Auto),LC2407 0807(Excess) 2 of 18 SCIINKRA(JJW00) 19 Mobile Only those'autos'that are land vehicles and that would qualify under the definition of Equipment 'mobile equipment'under this policy If they were not subject to a compulsory or Subject To financial responsibility law or other motor vehicle insurance law where they are Compulsory Or licensed or principally garaged. Financial Responsibility Or Other Motor " Vehicle Insurance Law Only B. Owned Autos You Acquire After The Policy SECTION II—LIABILITY COVERAGE Begins A. Coverage 1. It Symbols 1,2, 3,4, 5,6 or 19 are entered next We will pay all sums an 'insured'legally must pay as to a coverage in Item Two of the Declarations, damages because of 'bodily injury' or 'property then you have coverage for 'autos' that you damage'to which this insurance applies, caused by acquire of the type described for the remainder of an 'accident' and resulting from the ownership, the policy period. maintenance or use of a covered'auto.' 2. But, if Symbol T is entered next to a coverage in We will also pay all sums an 'insured' legally must Item Two of the Declarations, an 'auto' you pay as a'covered pollution cost or expense'to which acquire will be a covered 'auto'for that coverage this insurance applies, caused by an 'accident' and only if. resulting from the ownership, maintenance or use of a. We already cover all 'autos'that you own for covered 'autos.' However, we will only pay for the that coverage or it replaces an 'auto' you 'covered pollution cost or expense' it there is either previously owned that had that coverage; and 'bodily injury' or 'property damage' to which this b. You tell us within 30 days attar you acquire it insurance applies that is caused by the same that you want us to cover it for that coverage. 'accident' C. Certain Trailers,Mobile Equipment And We have the right and duty to defend any 'Insured' Temporary Subsdhfis Autos against a 'suit' asking for such damages or a If Liability Coverage is provided b this coverage 'covered pollution cost or expense.' However, we y g have no duty to defend any insured against a suit form,the following types of vehicles are also covered seeking damages for 'bodily injury' or 'property, 'autos'for Liability Coverage- damage' or a 'covered pollution cost or expense' to 1. 'Traders'with a load capacity of 2,000 pounds or which this insurance does not apply. We may less designed primarily for travel on public roads Investigate and settle any claim or 'suit' as we 2. 'Mobile equipment' while being carried or towed consider appropriate Our duty to defend or settle by a covered'auto ends when the Liability Coverage Limit of Insurance 8. An 'auto' has been exhausted by payment of judgments or y you do not own while used with the settlements. permission of its owner as a temporary substitute for a covered'auto'you own that is out of service 1• Who Is An Insured because of its: The following are'insureds'* a. Breakdown; a. You for any covered OaLdo.5 b. Repair; b. Anyone else while using with your permission c. Servicing; a covered 'auto' you own, hire or borrow d. 'Loss',or except, (1) The owner or anyone else from whom you d. Destruction. hire or borrow a covered'auto' This exception does not apply if the covered 'auto' is a 'trailer` connected to a covered 'auto'you own. Page 2 of 12 Copyright Insurance Services Office, Inc.,2009 CA 00 01 0310 10"I Your 'employee' if the covered 'auto' Is These payments will not reduce the Limit of owned by that'employee* or a member of Insurance his or her household b. Out-olf-states Coverage Extensions (3) Someone using a covered 'auto' while he While a covered 'auto' is away from the state or she is working in a business of selling, where It is licensed we will servicing, repairing, parking or storing 'autos'unless that business is yours. (1) Increase the Limit of Insurance for Liability (4) Anyone other than your 'employees' Coverage to most the limits specified by a compulsory or financial responsibility law partners (If you are a partnership), members (if you are a limited liability a the jurisdiction where the cx es company) or a lessee or borrower or any 'auto' l being used. This extension does of their 'employees,' while moving not apply to the limit or limits specified by property to or from a covered•auto' any law governing motor canners of passengers or property (S) A partner (0 you are a partnership) or a member (If you are a limited liability (2) Provide the minimum amounts and types of erages, such as company) for a covered 'auto' owned by required of out-of-state vehicles nby athe him or her or a member of his or her household. jurisdiction where the coveredauto is being used. c. Anyone liable for the conduct of an 'Insured' We will not pay anyone more than once for described above but only to the extent of that the same elements of loss because of these liability. extensions. 2. Coverage Exilenalorrs B. Exckrsione a• Supplainentary Paymuft This insurance does not apply to any of the following: We will pay for the insured': 1. Expec,W Or kdanded In)iry (1) All expenses we incur, 'Bodily Injury' or 'property damage' expected or (2) Up to $2,000 for cost of ball bonds Intended from the standpoint of the insured.' (including bonds for related traffic law 2. Contractual g violations) required because of an 'accident' we cover. We do not have to Liability assumed under any contract or furnish these bonds. agreement. (3) The cost of bonds to release attachments But this exclusion does not apply to Nability for in any 'suit' against the 'insured' we damages: defend, but only for bond amounts within a. Assumed in a contract or agreement that is an our Limit of Insurance. 'insured contract' provided the 'bodily inlury' (4) All reasonable expenses incurred by the or 'property damage' occurs subsequent to 'insured' at our request, including actual the execution of the contract or agreement;or loss of earnings up to$250 a day because b. That the 'insured would have in the absence of time off from work. of the contract or agreement. (5) All court costs taxed against the 'insured' 3. Workers'Compensation in any 'suit' against the 'insured' we Any obligation for which the 'insured' or the defend. However, these payments do not 'insured's' Insurer may be held liable under any .� include attorneys' fees or attorneys' workers' compensation, disability benefits or expenses taxed against the 'insured. unemployment compensation law or any similar fi (B) All interest on the full amount of any law. judgment that accrues after entry of the judgment in any 'suit' against the 'insured' we defend, but our duty to pay interest ends when we have paid, offered to pay or deposited in court the part of the 1� judgment that is within our Limit of Insurance 0 CA 00 010310 Copyright Insurance Services Office, Inc.,2009 Page 3 of 12 SCIINFRA(AW00) POLICY NUMBER C4016281516 COMMERCIAL AUTO CA 04 44 03 10 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US (WAIVER OF SUBROGATION) This endorsement modifies Insurance provided under the following- BUSINESS AUTO COVERAGE FORM BUSINESS AUTO PHYSICAL DAMAGE COVERAGE FORM GARAGE COVERAGE FORM MOTOR CARRIER COVERAGE FORM TRUCKERS COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modi- fied by the endorsement This endorsement changes the policy effective on the Inception date of the policy unless another date is Indicated below Named Insured: SCI INFRASTRUCTURE, LLC Endorsement Effective Date: 04/01/2012 SCHEDULE Names)Of Person(s)Or Organization(s): ANY PERSON OR ORGANIZATION FOR WHOM OR WHICH YOU ARE REQUIRED BY WRITTEN CONTRACT OR AGREEMENT TO OBTAIN THIS WAIVER FROM US.YOU MUST AGREE TO THAT REQUIREMENT PRIOR TO LOSS Information required to complete this Schedule, if not shown above, will be shown in the Declarations The Transfer Of Rights Of Recovery Against Oth- ers To Us Condition does not apply to the person(s) or organization(s) shown in the Schedule, but only to the extent that subrogation is waived prior to the "ac- cident' or the "loss" under a contract with that person or organization CA 04 44 03 10 ©Insurance Services Office, Inc., 2009 Page 1 of 1 O 5 of 18 SCIINFRA(JJW00) G18652I 0709 Page 1 of 9 CM! A THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. CONTRACTORS' GENERAL LIABILITY EXTENSION ENDORSEMENT This endorsement modifies insurance provided under the following COMMERCIAL GENERAL LIABILITY COVERAGE PART Coverage afforded under this extension of coverage endorsement does not apply to any person or organization covered as an additional insured on any other endorsement now or hereafter attached to this Coverage Part SCHEDULE Coverages are summarized below For particulars and limitations affecting each coverage, please refer to the corresponding policy provisions in the body of this endorsement 1. Miscellaneous Additional Insureds 7 additional insured extensions 2. Employees As Insureds—Health Care Services 3. Joint Ventures/Partnership/Limited Liability Companies Coverage for your interest in such terminated or ended organizations. 4. Expanded Personal And Advertising Injury 5. Medical Payments Limits increased to$15,000 Reporting increased to three years from the date of accident 6. Legal Liability And Borrowed Equipment Extended perils Limit increased to$200,000 for Damage to Premises Rented To You 7. Non-owned Watercraft Increased to 55 feet 8. Non-owned Aircraft Coverage 9. Contractual Liability For Personal And Advertising Injury 10 Supplementary Payments Cost of bail bonds increased to $2,500 Daily loss of earnings increased to $1,000 11. Liquor Liability Coverage Extension 12 Newly Formed Or Acquired Organizations Coverage extended to the end of the policy period 13. Liberalization Clause 14. Unintentional Failure To Disclose Hazards 15. Notice of Occurrence 16. Broad Knowledge of Occurrence 17. Aggregate Limits Per Project 18. Bodily Injury— Extension of Coverage 19. Expected Or Intended Injury Reasonable force—bodily injury or property damage 20. Wrap-Up Extension 21. Contractual Liability—Railroads Expanded definition of"insured contract" 22. Blanket Waiver of Subrogation s of 18 http://formnet-ci.cna.com/glhtm/cna8341.htm 3/2-%(a"kA(JJW00) G18652I 0709 Page 2 of 9 Waiver of subrogation where required by written contract or written agreement 23. In Rem Actions 7 of 18 http.//for nnet-ci.ena.com/glhtm/cna8341.htm 3/2- A(JJW00) G18652I 0709 Page 3 of 9 1. MISCELLANEOUS ADDITIONAL INSUREDS Section II Who Is An Insured is amended to include as an insured any person or organization (called additional insured) described in Paragraphs 2.a. through 2.g. below whom you are required to add as an additional insured on this policy under a written contract or written agreement However, the written contract or written agreement must be 1. Currently in effect or becoming effective during the term of this policy, and 2. Executed prior to the "bodily injury,""property damage" or"personal injury and advertising injury,"but Only the following persons or organizations are additional insureds under this endorsement and coverage provided to such additional insureds is limited as provided herein a. State or Governmental Agency or Subdivision or Political Subdivisions A state or governmental agency or subdivision or political subdivision subject to the following provisions (1) This insurance applies only with respect to the following hazards for which the state or governmental agency or subdivision or political subdivision has issued a permit or authorization in connection with premises you own, rent, or control and to which this insurance applies (a) The existence, maintenance, repair, construction, erection, or removal of advertising signs, awnings, canopies, cellar entrances, coal holes, driveways, manholes, marquees, hoistaway openings, sidewalk vaults, street banners, or decorations and similar exposures, or (b) The construction, erection, or removal of elevators, or (2) This insurance applies only with respect to operations performed by you or on your behalf for which the state or governmental agency or subdivision or political subdivision has issued a permit or authorization This insurance does not apply to "bodily injury," "property damage" or 'personal and advertising injury"arising out of operations performed for the federal government, state or municipality b. Controlling Interest Any persons or organizations with a controlling interest in you but only with respect to their liability arising out of (1) Their financial control of you, or (2) Premises they own, maintain or control while you lease or occupy these premises This insurance does not apply to structural alterations, new construction and demolition operations performed by or for such additional insured c. Managers or Lessors of Premises A manager or lessor of premises but only with respect to liability arising out of the ownership, maintenance or use of that specific part of the premises leased to you and subject to the following additional exclusions This insurance does not apply to (1) Any 'occurrence"which takes place after you cease to be a tenant in that premises, or (2) Structural alterations, new construction or demolition operations performed by or on behalf of such additional insured d. Mortgagee, Assignee or Receiver A mortgagee, assignee or receiver but only with respect to their liability as mortgagee, assignee, or receiver and arising out of the ownership, maintenance, or use of a premises by you This insurance does not apply to structural alterations, new construction or demolition operations performed by or for such additional insured e. Owners/Other Interests— Land is Leased An owner or other interest from whom land has been leased by you but only with respect to liability arising out of the ownership, maintenance or use of that specific part of the land leased to you and subject to the following additional exclusions This insurance does not apply to (1) Any"occurrence"which takes place after you cease to lease that land, or (2) Structural alterations, new construction or demolition operations performed by or on behalf of such additional insured 8 of 18 http-//formnet-ci ena com/glhtm/ena8341 htm 3/25d A(JJW00) G18652I 0709 Page 4 of 9 f. Co-owner of Insured Premises A co-owner of a premises co-owned by you and covered under this insurance but only with respect to the co-owners liability as co-owner of such premises g. Lessor of Equipment Any person or organization from whom you lease equipment Such person or organization are insureds only with respect to their liability arising out of the maintenance, operation or use by you of equipment leased to you by such person or organization A person's or organization's status as an insured under this endorsement ends when their written contract or written agreement with you for such leased equipment ends With respect to the insurance afforded these additional insureds, the following additional exclusions apply This insurance does not apply (1) To any "occurrence"which takes place after the equipment lease expires, or (2) To "bodily injury," "property damage," or "personal and advertising injury" arising out of the sole negligence of such additional insured Any insurance provided to an additional insured designated under Paragraphs a. through g. above does not apply to "bodily injury" or "property damage" included within the "products-completed operations hazard " As respects the coverage provided under this provision, Paragraph 4.b.(1) of Section IV—Commercial General Liability Conditions is deleted and replaced with the following 4. Other Insurance b. Excess Insurance (1) This insurance is excess over Any other insurance naming the additional insured as an insured whether primary, excess, contingent or on any other basis unless a written contract or written agreement specifically requires that this insurance be either primary or primary and noncontributing Where required by written contract or written agreement, we will consider any other insurance maintained by the additional insured for injury or damage covered by this endorsement to be excess and noncontributing with this insurance 2. EMPLOYEES AS INSUREDS—HEALTH CARE SERVICES Paragraph 2.a (1)(d) of Section II—Who Is An Insured is deleted. 3. JOINT VENTURES/ PARTNERSHIP/LIMITED LIABILITY COMPANY COVERAGE A. The following is added to Section II—Who Is An Insured: 4. You are an insured when you had an interest in a joint venture, partnership or limited liability company which terminated or ended prior to or during this policy period but only to the extent of your interest in such joint venture, partnership or limited liability company This coverage does not apply a. Prior to the termination date of any joint venture, partnership or limited liability company, or b. If there is other valid and collectible insurance purchased specifically to insure the partnership, joint venture or limited liability company c. To a joint venture, partnership or limited liability company which is or was insured under a "consolidated (wrap-up)insurance program " "Consolidated (wrap-up) insurance program" means a construction, erection or demolition project for which the prime contractor/project manager or owner of the construction project has secured general liability insurance covering some or all of the contractors or subcontractors involved in the project, otherwise referred to as an Owner Controlled Insurance Program (O C I P ) or Contractor Controlled Insurance Program (C C I P ) B. The last paragraph of Section II —Who Is An Insured is deleted and replaced by the following Except as provided in Paragraph 4. above, no person or organization is an insured with respect to the conduct of any current or past partnership,joint venture or limited liability company that is not shown as a Named Insured in the Declarations 4. EXPANDED PERSONAL AND ADVERTISING INJURY A. The following is added to Section V—Definitions,the definition of"Personal and advertising injury h. Discrimination or humiliation that results in injury to the feelings or reputation of a natural person, but only if such discrimination or humiliation is s of 18 http-//foTmnet-cicna.com/glhtm/cna8341.htm 3/2$244A(AW00) G18652I 0709 Page 5 of 9 (1) Not done intentionally by or at the direction of (a) The insured, or (b) Any "executive officer," director, stockholder, partner, member or manager (if you are a limited liability company)of the insured, and (2) Not directly or indirectly related to the employment, prospective employment, past employment or termination of employment of any person or persons by any insured B. Exclusions of Section I — Coverage B —Personal and Advertising Injury Liability is amended to include the following Discrimination Relating To Room, Dwelling or Premises Caused by discrimination directly or indirectly related to the sale, rental, lease or sub-lease or prospective sale, rental, lease or sub-lease of any room, dwelling or premises by or at the direction of any insured Fines Or Penalties Fines or penalties levied or imposed by a governmental entity because of discrimination D. This provision 4. (EXPANDED PERSONAL AND ADVERTISING INJURY COVERAGE) does not apply if Section I — Coverage B — Personal And Advertising Injury Liability is excluded either by the provisions of the Coverage Part or by endorsement 5. MEDICAL PAYMENTS A. Paragraph 7. Medical Expense Limit, of Section III — Limits of Insurance is deleted and replaced by the following 7. Subject to Paragraph 5.above(the Each Occurrence Limit), the Medical Expense Limit is the most we will pay under Section — I — Coverage C for all medical expenses because of "bodily injury" sustained by any one person The Medical Expense Limit is the greater of (1) $15,000, or (2) The amount shown in the Declarations for Medical Expense Limit B. This provision 5. (Medical Payments) does not apply if Section I — Coverage C Medical Payments is excluded either by the provisions of the Coverage Part or by endorsement C. Paragraph 1.a.(3)(b) of Section I—Coverage C—Medical Payments, is replaced by the following (b) The expenses are incurred and reported to us within three years of the date of the accident, and 6. LEGAL LIABILITY AND BORROWED EQUIPMENT A. Under Section I — Coverage A — Bodily Injury and Property Damage 2. Exclusions, Exclusion j. is replaced by the following "Property damage" to, (1) Property you own, rent, or occupy; (2) Premises you sell, give away or abandon, if the "property damage" arises out of any part of those premises, (3) Property loaned to you, (4) Personal property in the care,custody or control of the insured, (5) That particular part of real property on which you or any contractors or subcontractors working directly or indirectly on your behalf are performing operations, if the "property damage"arises out of those operations, or (6) That particular part of any property that must be restored, repaired or replaced because "your work"was incorrectly performed on it Paragraph (2) of this exclusion does not apply if the premises are "your work" and were never occupied, rented or held for rental by you Paragraphs (1), (3)and (4)of this exclusion do not apply to (i) "property damage" to tools or equipment loaned to you if the tools or equipment are not being used to perform operations at the time of loss, or (ii) "property damage" (other than damage by fire) to premises rented to you or temporarily occupied by you with the permission of the owner, or to the contents of premises rented to you for a period of 7 or fewer consecutive days A separate limit of insurance applies to Damage To Premises Rented To You as described in Section III—Limits Of Insurance. 10 of 18 http //formnet-ci ena.com/glhtm/cna8341 htm 3/2:VaMAA(JJW00) G18652I 0709 Page 6 of 9 Paragraphs (3), (4), (5) and (6) of this exclusion do not apply to liability assumed under a sidetrack agreement Paragraph (6) of this exclusion does not apply to "property damage" included in the "products- completed operations hazard " B. Under Section I — Coverage A — Bodily Injury and Property Damage the last paragraph of 2. Exclusions is deleted and replaced by the following Exclusions c. through n. do not apply to damage by fire to premises while rented to you or temporarily occupied by you with permission of the owner or to the contents of premises rented to you for a period of 7 or fewer consecutive days A separate limit of insurance applies to this coverage as described in Section III—Limits Of Insurance. C. Paragraph 6. Damage To Premises Rented To You Limit of Section III — Limits Of Insurance is replaced by the following 6. Subject to Paragraph 5. above, (the Each Occurrence Limit), the Damage To Premises Rented To You Limit is the most we will pay under Section —I —Coverage A for damages because of"property damage"to any one premises while rented to you or temporarily occupied by you with the permission of the owner, including contents of such premises rented to you for a period of 7 or fewer consecutive days The Damage To Premises Rented To You Limit is the greater of a. $200,000, or b. The Damage To Premises Rented To You Limit shown in the Declarations D. Paragraph 4.b.(1)(a)(ii) of Section IV — Commercial General Liability Conditions is deleted and replaced by the following (ii) That is property insurance for premises rented to you or temporarily occupied by you with the permission of the owner, or E. This provision 6. (LEGAL LIABILITY AND BORROWED EQUIPMENT) does not apply if Damage To Premises Rented To You Liability under Section I — Coverage A is excluded either by the provisions of the Coverage Part or by endorsement 7. NON-OWNED WATERCRAFT Under Section I—Coverage A, Exclusion 2.g., subparagraph (2) is deleted and replaced by the following (2) A watercraft you do not own that is. (a) Less than 55 feet long, and (b) Not being used to carry persons or property for a charge 8. NON-OWNED AIRCRAFT Exclusion 2.g. of Section I — Coverage A — Bodily Injury and Property Damage, does not apply to an aircraft you do not own, provided that 1. The pilot in command holds a currently effective certificate issued by the duly constituted authority of the United States of America or Canada, designating that person as a commercial or airline transport pilot, 2. It is rented with a trained, paid crew, and 3. It does not transport persons or cargo for a charge 9. CONTRACTUAL LIABILITY FOR PERSONAL AND ADVERTISING INJURY Exclusion e. Contractual Liability of Section I—Coverage B is deleted 10. SUPPLEMENTARY PAYMENTS A Under Section I — Supplementary Payments — Coverages A and B, Paragraph 1.b., the limit of$250 shown for the cost of bail bonds is replaced by$2,500 B. In Paragraph 1.d., the limit of$250 shown for daily loss of earnings is replaced by$1,000 11. LIQUOR LIABILITY Exclusion c. of Section I—Coverage A is deleted. 12. NEWLY FORMED OR ACQUIRED ORGANIZATIONS Paragraph 3 a of Section II—Who Is An Insured is deleted and replaced by the following Coverage under this provision is afforded only until the end of the policy period or the next anniversary of this policy's effective date after you acquire or form the organization, whichever is earlier 13. LIBERALIZATION CLAUSE f f of 18 http://fornmet-ci.cna com/glhtm/cna8341 htm 3/25W"�A(AW00) G18652I 0709 Page 7 of 9 If we adopt a change in our forms or rules which would broaden coverage for contractors under this endorsement without an additional premium charge, your policy will automatically provide the additional coverages as of the date the revision is effective in your state 14. UNINTENTIONAL FAILURE TO DISCLOSE HAZARDS Based on our reliance on your representations as to existing hazards, if unintentionally you should fad to disclose all such hazards at the inception date of your policy, we will not deny coverage under this Coverage Part because of such failure 15. NOTICE OF OCCURRENCE The following is added to Paragraph 2. of Section IV—Commercial General Liability Conditions— Duties In The Event of Occurrence, Offense, Claim or Suit: Your rights under this Coverage Part will not be prejudiced if you fail to give us notice of an 'occurrence," offense, claim or "suit' and that failure is solely due to your reasonable belief that the "bodily injury" or "property damage" is not covered under this Coverage Part However, you shall give written notice of this "occurrence," offense, claim or "suit" to us as soon as you are aware that this insurance may apply to such "occurrence,"offense claim or"suit" 16. BROAD KNOWLEDGE OF OCCURRENCE The following is added to Paragraph 2. of Section IV—Commercial General Liability Conditions — Duties in The Event of Occurrence, Offense, Claim or Suit: You must give us or our authorized representative notice of an 'occurrence," offense, claim, or "suit' only when the'occurrence,"offense, claim or"suit' is known to (1) You, if you are an individual, (2) A partner, if you are a partnership, (3) An executive officer or the employee designated by you to give such notice, if you are a corporation, or (4) A manager, if you are a limited liability company 17. AGGREGATE LIMITS PER PROJECT A. For all sums which the insured becomes legally obligated to pay as damages caused by 'occurrences" under Section I — Coverage A, and for all medical expenses caused by accidents under Section I — Coverage C, which can be attributed only to ongoing operations at a single construction project away from premises owned by or rented to the insured 1. A separate Single Construction Project General Aggregate Limit applies to each construction project away from premises owned by or rented to the insured, and that limit is equal to the amount of the General Aggregate Limit shown in the Declarations 2. The Single Construction Project General Aggregate Limit is the most we will pay for the sum of all damages under Coverage A, except damages because of "bodily injury" or "property damage" included in the "products-completed operations hazard," and for medical expenses under Coverage C regardless of the number of a. Insureds, b. Claims made or"suits" brought, or c. Persons or organizations making claims or bringing"suits" 3. Any payments made under Coverage A for damages or under Coverage C for medical expenses shall reduce the Single Construction Project General Aggregate Limit for that construction project away from premises owned by or rented to the insured Such payments shall not reduce the General Aggregate Limit shown in the Declarations nor shall they reduce any other Single Construction Project General Aggregate Limit for any other separate construction project away from premises owned by or rented to the insured 4. The limits shown in the Declarations for Each Occurrence, Damage To Premises Rented To You and Medical Expense continue to apply However, instead of being subject to the General Aggregate Limit shown in the Declarations, such limits will be subject to the applicable Single Construction Project General Aggregate Limit B. For all sums which the insured becomes legally obligated to pay as damages caused by 'occurrences" under Section I — Coverage A, and for all medical expenses caused by accidents under Section I — Coverage C, which cannot be attributed only to ongoing operations at a single construction project away from premises owned by or rented to the insured 1. Any payments made under Coverage A for damages or under Coverage C for medical expenses 12 of 18 http•//formnet-ci.cna.com/glhtm/cna8341.htm 3/2:S' kA(JJW00) G18652I 0709 Page 8 of 9 shall reduce the amount available under the General Aggregate Limit or the Products-Completed Operations Aggregate Limit, whichever is applicable, and 2. Such payments shall not reduce any Single Construction Project General Aggregate Limit. C. When coverage for liability arising out of the "products-completed operations hazard" is provided, any payments for damages because of "bodily injury" or "property damage" included in the "products- completed operations hazard" will reduce the Products-Completed Operations Aggregate Limit, and not reduce the General Aggregate Limit nor the Single Construction Project General Aggregate Limit D. If a single construction project away from premises owned by or rented to the insured has been abandoned and then restarted, or if the authorized contracting parties deviate from plans, blueprints, designs, specifications or timetables, the project will still be deemed to be the same construction project E. The provisions of Section III — Limits Of Insurance not otherwise modified by this endorsement shall continue to apply as stipulated 18. EXPANDED BODILY INJURY Section V—Definitions, the definition of"bodily injury" is changed to read "Bodily injury" means bodily injury, sickness or disease sustained by a person, including death, humiliation, shock, mental anguish or mental injury by that person at any time which results as a consequence of the bodily injury, sickness or disease 19. EXPECTED OR INTENDED INJURY Exclusion a. of Section I — Coverage A — Bodily Injury and Property Damage Liability is replaced by the following a. "Bodily injury"or"property damage" expected or intended from the standpoint of the insured This exclusion does not apply to "bodily injury" or "property damage" resulting from the use of reasonable force to protect persons or property 20. OWNER CONTROLLED INSURANCE PROGRAM, CONTRACTOR CONTROLLED INSURANCE PROGRAM OR CONSOLIDATED(WRAP-UP) INSURANCE PROGRAMS The endorsement EXCLUSION—CONSTRUCTION WRAP-UP PROGRAM which is attached to this policy is amended as follows A. If the endorsement EXCLUSION — CONSTRUCTION WRAP-UP or another exclusionary endorsement pertaining to Owner Controlled Insurance Programs (O C I P ) or Contractor Controlled Insurance Programs (C C I P )is attached to this policy, then it is amended to add the following With respect to a "consolidated (wrap-up) insurance program" project in which you are or were involved, this exclusion does not apply to 1. Your liability for "bodily injury," "property damage," or "personal or advertising injury" that occurs during your ongoing operations at the project, or during such operations of anyone acting on your behalf, 2. Your liability for "bodily injury" or "property damage" included within the "products-completed operations hazard"that arises out of those portions of the project that are not"residential structures" B. The following is added to Paragraph 4.b.(1) of Section IV-Commercial General Liability Conditions This insurance is excess over. (c) Any of the other insurance whether primary, excess, contingent or any other basis that is insurance available to you as a result of your being a participant in a "consolidated (wrap-up) insurance program," but only as respects your involvement in that "consolidated (wrap-up) insurance program " C. The following is added to Section V—Definitions: "Consolidated (wrap-up) insurance program" means a construction, erection or demolition project for which the prime contractor/project manager or owner of the construction project has secured general liability insurance covering some or all of the contractors or subcontractors involved in the project, otherwise referred to as an Owner Controlled Insurance Program (O C I P ) or Contractor Controlled Insurance Program (C C I P) "Residential structure" means any structure where 30% or more of the square foot area is used or is intended to be used for human residency including but not limited to single or multifamily housing, apartments, condominiums, townhouses, co-operatives or planned unit developments and also includes their common areas and/or appurtenant structures (including pools, hot tubs, detached garages, guest houses or any similar structures) When there is no individual ownership of units, residential structure does not include military housing, college/university housing or dormitories, long term care facilities, hotels, or motels Residential structure also does not include hospitals or prisons 13 of 18 http://formnet-ci.ena.com/glhtm/cna8341 htm 3/2-W kA WW00) G18652I 0709 Page 9 of 9 21. CONTRACTUAL LIABILITY— RAILROADS With respect to operations performed within 50 feet of railroad property, the definition of'insured contract" in Section V—Definitions is replaced by the following "Insured Contract" means a. A contract for a lease of premises However, that portion of the contract for a lease of premises that indemnifies any person or organization for damage by fire to premises while rented to you or temporarily occupied by you with permission of the owner is not an 'insured contract", b. A sidetrack agreement, c. Any easement or license agreement, d. An obligation, as required by ordinance, to indemnify a municipality, except in connection with work for a municipality, e. An elevator maintenance agreement, f. That part of any other contract or agreement pertaining to your business (including an indemnification of a municipality in connection with work performed for a municipality) under which you assume the tort liability of another party to pay for"bodily injury" or "property damage" to a third person or organization Tort liability means a liability that would be imposed by law in the absence of any contract or agreement Paragraph f. does not include that part of any contract or agreement (1) That indemnifies an architect, engineer or surveyor for injury or damage arising out of- (a) Preparing, approving or failing to prepare or approve maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications, or (b) Giving directions or instructions, or failing to give them, if that is the primary cause of the injury or damage, (2) Under which the insured, if an architect, engineer or surveyor, assumes liability for an injury or damage arising out of the msured's rendering or failure to render professional services, including those listed in (1) above and supervisory, inspection, architectural or engineering activities 22. BLANKET WAIVER OF SUBGROGATION The Transfer Of Rights Of Recovery Against Others To Us Condition (Section IV—Commercial General Liability Conditions) is amended by the addition of the following We waive any right of recovery we may have against any person or organization because of payments we make for injury or damage arising out of 1. Your ongoing operations, or 2. "Your work" included in the "products-completed operations hazard " However, this waiver applies only when you have agreed in writing to waive such rights of recovery in a contract or agreement, and only if the contract or agreement 1. Is in effect or becomes effective during the term of this policy, and 2. Was executed prior to loss 23. IN REM ACTIONS Any action in rem against any vessel owned, operated by or for, or chartered by or for you will be treated in the same manner as though the action were in personam against you 14 of 18 http•//formnet-ci cna.com/glhtm/cna8341.htm 3/25Q I2A(JJW00) (ii) Conduct and control the defense of the indemnitee in such "suit" So long as the above conditions are met, attorneys' fees incurred by us in the defense of that indemnitee, necessary litigation expenses Incurred by us and necessary litigation expenses Incurred by the indemnitee at our request will be paid as Supplementary Payments Notwithstanding the provisions of Paragraph 2.b.(2) of SECTION I — COVERAGES, such payments will not be deemed to be damages for "bodily injury" and "property damage" and will not reduce the limits of insurance Our obligation to defend an insured's indemnitee and to pay for attorneys' fees and necessary litigation expenses as Supplementary Payments ends when we have used up the applicable limit of Insurance in the payment of judgments, or settlements, or the conditions set forth above, or the terms of the agreement described in Paragraph (6) above, are no longer met SECTION II—WHO IS AN INSURED 1. If you are designated in the Declarations as a. An Individual, you and your spouse are Insureds but only with respect to the conduct of a business of which you are the sole owner b. A partnership or joint venture, you are an Insured Your members, your partners, and their spouses are also Insureds, but only with respect to the conduct of your business c. A limited liability company, you are an Insured Your members are also Insureds, but only with respect to the conduct of your business Your managers are Insureds, but only with respect to their duties as your managers d. An organization other than a partnership, joint venture, or limited liability company, you are an Insured Your "executive officers" and directors are Insureds, but only with respect to their duties as your officers or directors Your stockholders are also Insureds, but only with respect to their liability as stockholders e. A trust, you are an Insured Your trustees are also Insureds, but only with respect to their duties as trustees 2. Each of the following is also an insured- a. Your"volunteer workers" but only while performing duties related to the conduct of your business, your"employees", other than either your"executive officers" (if you are an organization other than a partnership, joint venture or limited liability company) or your managers (if you are a limited liability company), but only for acts within the scope of their employment by you or while performing duties related to the conduct of your business However, none of these "employees" or"volunteer workers"are Insureds for (1) "Bodily injury"or"personal and advertising injury" (a) To you, to your partners or members (if you are a partnership or joint venture), to your members (if you are a limited liability company), to a co-"employee" in the course of his or her employment or performing duties related to the conduct of your business or to your other"volunteer workers"while performing duties related to the conduct of your business, (b) To the spouse, child, parent, brother or sister of that co-"employee" or"volunteer worker" LCU 00 01 11 10 ©2010 Liberty Mutual Group of Companies All rights Page 15 of 30 reserved Includes copyrighted material of Insurance Services Office, Inc , with its permission 15 of 18 SCIINFRA(JJW00) as a consequence of Paragraph (1)(a)above, (c) For which there is any obligation to share damages with or repay someone else who must pay damages because of the Injury described in Paragraphs (1)(a)or(b)above, (d) Arising out of his or her providing or falling to provide professional health care services; or (e) Arising out of practicing for, or participating in, any sports or athletic contest or exhibition that you sponsor, unless the "employee" or "volunteer worker" is an Insured for the "bodily Injury" or"personal and advertising Injury"on "underlying Insurance" (2) 'Property damage"to property (a) Owned, occupied, used by, (b) Rented to, in the care, custody or control of, or over which physical control is being exercised for any purpose by you, any of your "employees", "volunteer workers", any partner or member (if you are a partnership or joint venture), or any member(if you are a limited liability company) (3) 'Bodily Injury", "property damage" or "personal and advertising Injury" arising out of the ownership, maintenance or use of an "auto', except as provided in Paragraph f. below b. Any person (other than your "employee") or any organization while acting as your real estate manager, but this does not apply with respect to the use of any vehicle owned by such person or organization c. Any person or organization having proper temporary custody of your property if you die, but only (1) With respect to liability arising out of the maintenance or use of that property, and (2) Until your legal representative has been appointed d. Your legal representative, if you die, but only with respect to duties as such That representative will have all your rights and duties under this policy e. Any person or organization included as an additional insured under "underlying insurance", but not for broader coverage than is provided by the "underlying insurance" When coverage provided to an additional insured is required by a contract or agreement, the most we will pay on behalf of that additional insured is the minimum amount of insurance required by the contract or agreement, less any amounts payable by any"underlying insurance" or otherwise retained f. Any person while using with your permission a "covered auto' for which insurance is provided to you under this policy and any person or organization legally responsible for its use, but only if that person is an insured with respect to liability arising out of the ownership, maintenance, use or entrustment to others of"covered autos" on "underlying insurance" 3. Any organization you newly acquire or form, other than a partnership, joint venture, or limited liability company, and over which you maintain ownership or majority interest, will qualify as a Named Insured under this policy if there is no other similar insurance available to that organization and that organization is a Named Insured under"underlying insurance" However LCU 00 01 11 10 ©2010 Liberty Mutual Group of Companies All rights Page 16 of 30 reserved Includes copyrighted material of Insurance Services Office, Inc , with its permission 16 of 18 SCIINFRA(JJW00) Policy Number TH7661066322012 Endorsement#: Issued by LIBERTY INSURANCE CORPORATION End Eff Date 04/01/2012 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. OTHER INSURANCE REDEFINED This endorsement modifies insurance provided under the following COMMERCIAL LIABILITY— UMBRELLA COVERAGE FORM Definition 16.of SECTION V—DEFINITIONS is replaced by the following . 16. "Other insurance" means a. Any valid and collectible insurance (except "underlying insurance") that insures any insured, even if the coverage is unavailable or uncollectible as a consequence of a breach, by any insured under this policy, of terms or conditions of that insurance This includes any insurance whether primary, excess, umbrella, contingent or on any other basis, available to the insured covering liability for damages arising out of the premises or operations, or the products and completed operations, for which the insured has been added as an additional insured to any policy, and any other insurance for that portion of any loss for which the insured has other valid and collectible insurance as an additional insured on a liability insurance policy issued to a subcontractor of the insured, plus b. Any amount retained under an established self-insurance program that is not "underlying insurance" "Other insurance" does not include a. Any insurance specifically written as excess over this policy, and b. Insurance issued to or on behalf of an additional insured on this policy if you have agreed in writing that your umbrella or excess liability insurance will respond before any liability insurance policy issued to or on behalf of that additional insured, and we will not seek contribution from that insurance LCU 29 08 11 10 ©2010 Liberty Mutual Group of Companies All rights Page 1 of 1 reserved Includes copyrighted material of Insurance Services Office, Inc , with its permission 17 of 18 SCIINFRA(JJW00) THIS ENDORSEMENT CHANGES THE POLICY PLEASE READ IT CAREFULLY. WAIVER OF SUBROGATION This endorsement modifies insurance provided under the following COMMERCIAL LLABILITY UMBRELLA COVERAGE PART EXCESS COMMERCIAL GENERAL LIABILITY COVERAGE PART The TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US Condition is amended by the addition of the following We waive any right of recovery we may have against any person or organization with whom you have agreed in writing prior to an 'occurrence" to waive your rights because of pavrnents we make for mlury 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 endorsement is executed bl the LIBERTY INSURANCF CORPORATION Premium $ INCLUDI'D L ffcctnc Date 04/01/2012 Expiration Date. 04/01/2013 For attachment to Policy No 1'147661066322012 Audit Basis N/A ]%sued To SCI INFRASTRUCTURE,ITC SRCRFTARY PRFSNFWI Countersigned by Authorized Reptesentanve Issued Sales Office and No End Serial No LC 24 07 08 07 Page 1 of 1 18 of 18 SCIINFRA(JJW00) KENT SPECIAL PROVISIONS TABLE OF CONTENTS PAGE DIVISION 1 GENERAL REQUIREMENTS ........................................1-1 1-01 Definitions and Terms.........................................................1-1 1-02 Bid Procedures and Conditions.............................................1-2 1-03 Award and Execution of Contract..........................................1-5 1-04 Scope of the Work .............................................................1-6 1-05 Control of Work .................................................................1-9 1-06 Control of Material ........................................................... 1-17 1-07 Legal Relations and Responsibilities to the Public.................. 1-19 1-08 Prosecution and Progress .................................................. 1-24 1-09 Measurement and Payment ............................................... 1-28 1-10 Temporary Traffic Control ................................................. 1-30 DIVISION 2 EARTHWORK.............................................................2-1 2-01 Clearing, Grubbing, and Roadside Cleanup ............................2-1 2-02 Removal of Structures and Obstructions................................2-1 2-03 Roadway Excavation and Embankment .................................2-4 2-06 Subgrade Preparation.........................................................2-6 2-07 Watering ..........................................................................2-6 2-12 Construction Geosynthetic...................................................2-7 DIVISION 4 BASES.......................................................................4-1 4-03 Gravel Borrow ...................................................................4-1 4-04 Ballast and Crushed Surfacing .............................................4-2 DIVISION 5 SURFACE TREATMENTS AND PAVEMENTS .................5-1 5-02 Bituminous Surface Treatment.............................................5-1 5-04 Hot Mix Asphalt .................................................................5-1 DIVISION 6 STRUCTURES ............................................................6-1 6-02 Concrete Structures ...........................................................6-1 6-19 Sheet Piling ......................................................................6-2 6-21 S. 259th Street Wall Utility Penetration ................................ 6-11 6-22 EFCO Wall Utility Penetrations ........................................... 6-13 DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS AND CONDUITS..................7-1 7-04 Storm Sewers ...................................................................7-1 7-05 Manholes, Inlets, Catch Basins, and Drywells.........................7-3 7-08 General Pipe Installation Requirements .................................7-8 7-12 Valves for Water Mains ..................................................... 7-14 7-14 Hydrants ........................................................................ 7-15 7-15 Service Connections......................................................... 7-17 7-17 Sanitary Sewers .............................................................. 7-19 Horseshoe Secondary Levees Ph II/Horn ]uly 11, 2012 Project Number. 09-3005.7 KENT SPECIAL PROVISIONS TABLE OF CONTENTS PAGE DIVISION 8 MISCELLANEOUS CONSTRUCTION ............................8-1 8-01 Erosion Control and Water Pollution Control...........................8-1 8-02 Roadside Restoration..........................................................8-9 8-04 Curbs, Gutters, and Spillways............................................ 8-11 8-12 Chain Link Fence and Wire Fence ....................................... 8-11 8-14 Cement Concrete Sidewalks .............................................. 8-13 8-18 Mailbox Support .............................................................. 8-14 8-21 Permanent Signing........................................................... 8-15 8-22 Pavement Marking ........................................................... 8-15 8-23 Temporary Pavement Markings.......................................... 8-17 8-24 Rock and Gravity Block Wall and Gabion Cribbing ................. 8-18 8-26 Stoplog Closures.............................................................. 8-18 8-27 Stoplog Closure Storage Buildings...................................... 8-23 8-28 Pothole Utilities ............................................................... 8-33 8-30 Project Signs................................................................... 8-34 8-31 Bollards.......................................................................... 8-35 DIVISION 9 MATERIALS...............................................................9-1 9-03 Aggregates .......................................................................9-1 9-13 Riprap, Quarry Spalls, Slope Protection, and Rock for Erosion and Scour Protection and Rock Walls .........................9-3 9-14 Erosion Control and Roadside Planting ..................................9-3 9-16 Fence and Guardrail ...........................................................9-5 9-28 Signing Materials and Fabrication .........................................9-6 9-30 Water Distribution Materials ................................................9-7 KENT STANDARD PLANS .................................................................. A-1 WSDOT STANDARD PLANS............................................................... A-2 MISCELLANEOUS DETAILS............................................................... A-3 TRAFFIC CONTROL PLANS ............................................................... A-4 GEOTECHNICAL INFORMATION ....................................................... A-5 PREVAILING WAGE RATES............................................................... A-6 Horseshoe Secondary Levees Ph II/Horn July 11, 2012 Project Number. 09-3005 7 KENT SPECIAL PROVISIONS The following Kent Special Provisions ("Kent Special Provisions") modify and supersede any conflicting provisions of the 2012 Standard Specifications for Road, Bridge, and Municipal Construction, as prepared by the Washington State Department of Transportation and the Washington State Chapter of the American Public Works Association, including all published amendments issued by those organizations ("WSDOT Standard Specifications"). Otherwise all provisions of the WSDOT Standard Specifications shall apply. All references in the WSDOT Standard Specification to the State of Washington, its various departments or directors, or to the contracting agency, shall be revised appropriately to include the City and/or City Engineer, except for references to State statutes or regulations. Finally, all of these documents are a part of this contract. Each specification contains all current specifications applicable to the particular work and may include references which do not apply to this particular project. DIVISION 1 - GENERAL REQUIREMENTS 1-01 DEFINITIONS AND TERMS SECTION 1-01.1 IS SUPPLEMENTED BYADDING THE FOLLOWING: 1-01.1 General When these Kent Special Provisions make reference to a "Section," for example, "in accordance with Section 1-01", the reference is to the WSDOT Standard Specifications as modified by these KentSpeclal Provisions. SECTION 1-01.2(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1-01.2(2) Items of Work and Units of Measurement EA Each Eq. Adj. Equitable Adjustment FA Force Account HR Hour M GAL Thousand gallons NIC Not In Contract SF Square Feet SECTION 1-01.31 "CONTRACT"DEFINITION, IS DELETED AND REPLACED WITH THE FOLLOWING: 1-01.3 Definitions Contract The written agreement between the Contracting Agency and the Contractor. It describes, among other things: Horseshoe Secondary Levees Ph II/Horn 1 - 1 July 11, 2012 Project Number 09-3005 7 1. What work will be done, and by when; 2. Who provides labor and materials; and 3. How Contractors will be paid. The Contract includes the Contract (agreement) Form, Bidder's completed Proposal Form, Kent Special Provisions, Contract Provisions, Contract Plans, WSDOT Standard Specifications, Kent Standard Plans, Addenda, various certifications and affidavits, supplemental agreements, change orders, and subsurface boring logs (if any). Also incorporated in the Contract by reference are: 1. Standard Plans (M21-01) for Road, Bridge and Municipal Construction as prepared by the Washington State Department of Transportation and the American Public Works Association, current edition; 2. Manual on Uniform Traffic Control Devices for Streets and Highways, current edition, and; 3. American Water Works Association Standards, current edition; 4. The current edition of the "National Electrical Code." Responsibility for obtaining these publications rests with the Contractor. Incidental Work The terms "incidental to the project," "incidental to the involved bid item(s)," etc., as used in the Contract shall mean that the Contractor is required to complete the specified work and the cost of such work shall be included in the unit contract prices of other bid items as specified in Section 1-04.1 (Intent of the Contract). No additional payment will be made. 1-02 BID PROCEDURES AND CONDITIONS SECTION 1-02.1 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.1 Qualification of Bidders Bidders shall be qualified by ability, experience, financing, equipment, and organization to do the work called for in the Contract. The City reserves the right to take any action it deems necessary to ascertain the ability of the Bidder to perform the work satisfactorily. This action includes the City's review of the qualification information in the bid documents. The City will use this qualification data in its decision to determine whether the lowest responsive bidder is also responsible and able to perform the contract work. If the City determines that the lowest bidder is not the lowest responsive and responsible bidder, the City reserves its unqualified right to reject that bid and award the contract to the next lowest bidder that the City, in its sole judgment, determines is also responsible and able to perform the contract work (the "lowest responsive and responsible bidder"). Horseshoe Secondary Levees Ph II/Horn 1 - 2 July 11, 2012 Project Number 09-3005.7 SECTION 1-02.2 IS DELETED AND REPLACED WITH 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 Invitation to Bid. SECTION 1-02.4(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1-02.4(2) Subsurface Information See Appendix for additional geotechnical information. SECTION 1-02.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.5 Proposal Forms Prospective bidders may obtain Bid Documents including a "Bid Proposal" for the advertised project from the City upon furnishing a non-refundable payment as specified in the "Invitation to Bid" or by downloading at no charge at www.kentwa.gov/procurement; however, a prospective bidder remains responsible to obtain Bid Documents, even if unable to download documents through City's internet connection, whether or not inability to access is caused by the bidder's or the City's technology. Bid Documents may be requested by mail, or picked up at the Public Works Engineering Department, 400 West Gowe Street, Second Floor, Kent, Washington 98032. SECTION 1-02.6 IS REVISED BY DELETING THE THIRD PARAGRAPH AND REPLACING WITH THE FOLLOWING: 1-02.6 Preparation of Proposal It is the Bidder's sole responsibility to obtain and incorporate all issued addenda into the bid. In the space provided on the Proposal Signature Page, the Bidder shall confirm that all Addenda have been received. All blanks in the proposal forms must be appropriately filled in. SECTION 1-02.6 IS SUPPLEMENTED BY ADDING THE FOLLOWING TO THE LAST PARAGRAPH: Proposals must contain original signature pages. FACSIMILES OR OTHER FORMS OF ELECTRONIC DELIVERY ARE NOT ACCEPTABLE AND ARE CONSIDERED NON-RESPONSIVE SUBMITTALS. Horseshoe Secondary Levees Ph II/Horn 1 - 3 July 11, 2012 Project Number: 09-3005 7 SECTION 1-02.7 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.7 Bid Deposit A deposit of at least 5 percent of the total Bid shall accompany each Bid. This deposit may be cash, cashier's check, or a proposal bond (Surety bond). Any proposal bond shall be on the City's bond form and shall be signed by the Bidder and the Surety. A proposal bond shall not be conditioned in any way to modify the minimum 5-percent required. The Surety shall: (1) be registered with the Washington State Insurance Commissioner, and (2) appear on the current Authorized Insurance List in the State of Washington published by the Office of the Insurance Commissioner. The failure to furnish a Bid deposit of a minimum of 5 percent with the Bid shall make the Bid nonresponsive and shall cause the Bid to be rejected by the Contracting Agency. SECTION 1-02.8(2) LOBBYING CERTIFICATION IS REVISED WITH THE FOLLOWING CLARIFICATION: THIS SECTION ONLY APPLIES TO FEDERAL- AID CONTRACTS. SECTION 1-02.9 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.9 Delivery of Proposal All bids must be sealed and delivered in accordance with the "Invitation to Bid." Bids must be received at the City Clerk's office by the stated time, regardless of delivery method, including U.S. Mail. SECTION 1-02.10 IS DELETED AND REPLACED WITH THE FOLLOWING., 1-02.10 Withdrawing, Revising, or Supplementing Proposal After submitting a Bid Proposal to the Contracting Agency, the Bidder may withdraw or revise it if: 1. The Bidder submits a written request signed by an authorized person, and 2. The Contracting Agency receives the request before the time for opening Bids. The original Bid Proposal may be revised and resubmitted as the official Bids Proposal if the Contracting Agency receives it before the time for opening Bids. SECTION 1-02.11 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.11 Combination and Multiple Proposals No person, firm or corporation shall be allowed to make, file, or be interested in more than one bid for the same work unless alternate bids Horseshoe Secondary Levees Ph II/Horn 1 - 4 July 11, 2012 Project Number 09-3005 7 are specifically called for; however, a person, firm, or corporation that has submitted a subproposal to a bidder, or that has quoted prices of materials to a bidder is not disqualified from submitting a subproposal or quoting prices to other bidders or from making a prime proposal. SECTION 1-02.13 IS REVISED BY DELETING ITEM 1(a) AND REPLACING ITEM 1(a) WITH THE FOLLOWING: 1-02.13 Irregular Proposals a. The bidder is not prequalifled when so required. SECTION 1-02.14 IS REVISED BY DELETING ITEM 3 AND REPLACING WITH THE FOLLOWING: 1-02.14 Disqualification of Bidders 3. The bidder is not qualified for the work or to the full extent of the bid. 1-03 AWARD AND EXECUTION OF CONTRACT SECTION 1-03.1 IS REVISED BYINSERTING THE FOLLOWING PARAGRAPH AFTER THE SECOND PARAGRAPH IN THAT SECTION: 1-03.1 Consideration of Bids The City also reserves the right to Include or omit any or all schedules or alternates of the Proposal and will award the Contract to the lowest responsive, responsible bidder based on the total bid amount, including schedules or alternates selected by the City. SECTION 1-03.2 IS REVISED BY REPLACING '145 CALENDAR DAYS" WITH '160 CALENDAR DAYS"RELATING TO CONTRACT AWARD OR BID REJECTION. 1-03.2 Award of Contract SECTION 1-03.3 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-03.3 Execution of Contract The form of contract that the successful bidder, as the Contractor, will be required to execute, and the forms and the amount of surety bonds that it will be required to furnish at the time of execution of the contract are included in the bid documents and should be carefully examined. The contract and the Surety Bonds will be executed in 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 Horseshoe Secondary Levees Ph II/Horn 1 - 5 July 11, 2012 Project Number. 09-3005.7 fails to provide these documents within this 10-day period, the City may, at its sole discretion, reduce the time for completion of the contract work by one working day for each calendar day after this 10-day period that the successful bidder fails to provide all required documents. Until the City executes a contract, no proposal shall bind the City nor shall any work begin within the project limits or within City-furnished sites. The Contractor shall bear all risks for any work begun outside such areas and for any materials ordered before the contract is executed by the City. No claim for delay shall be granted to the Contractor due to its failure to submit the required documents to the City in accordance with the schedule provided in these Kent Special Provisions. SECTION 1-03.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING TO THE FIRST PARAGRAPH: 1-03.4 Contract Bond 5. The Contract Bond shall remain in force for one year following the Final Acceptance Date to ensure defects are corrected during the one-year guarantee. SECTION 1-03.7 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-03.7 Judicial Review Any decision made by the City regarding the award and execution of the contract or bid rejection shall be conclusive subject to the scope of judicial review permitted under Washington State Law. Such review, if any, shall be timely filed in the King County Superior Court, located in Kent, Washington. 1-04 SCOPE OF THE WORK SECTION 1-04.1(2) IS DELETED AND REPLACED WITH THE FOLLOWING: 1-04.1(2) Bid Items Not Included in the Proposal The Contractor shall include all costs of doing the work within the bid item prices. If the contract plans, contract provisions, addenda, or any other part of the contract require work that has no bid item price in the proposal form, the entire cost of labor and materials required to perform that work shall be incidental and included with the bid item prices in the contract. SECTION 1-04.2 IS SUPPLEMENTED BY ADDING THE WORDS, "KENT SPECIAL PROVISIONS, KENT STANDARD PLANS"FOLLOWING THE WORDS, "CONTRACT PROVISIONS"IN THE FIRST SENTENCE OF THE FIRST PARAGRAPH. Horseshoe Secondary Levees Ph II/Horn 1 - 6 July 11, 2012 Project Number 09-3005 7 SECTION 1-04.2 IS REVISED BY DELETING ITEMS 1 THROUGH 7 IN THE SECOND PARAGRAPH AND REPLACING WITH THE FOLLOWING 8 ITEMS: 1-04.2 Coordination of Contract Documents, Plans, Special Provisions, Specifications, and Addenda Any consistency in the 1. Approved Change Orders 2. The Contract Agreement 3. Kent Special Provisions 4. Contract Plans 5. Amendments to WSDOT Standard Specifications 6. WSDOT Standard Specifications 7. Kent Standard Plans 8. WSDOT Standard Plans SECTION 1-04.4 IS REVISED BY DELETING THE THIRD PARAGRAPH (INCLUDING SUBPARAGRAPHS A AND B). SECTION 1-04.4 IS REVISED BY DELETING THE FIFTH PARAGRAPH AND REPLACING IT WITH THE FOLLOWING: 1-04.4 Changes For Item 2, increases or decreases in quantity for any bid item shall be paid at the appropriate bid item contract price, including any bid item increase or decrease by more than 25 percent from the original planned quantity. SECTION 1-04.6 IS DELETED AND REPLACED WITH THE FOLLOWING:. 1-04.6 Variation in Estimated Quantities Payment to the Contractor will be made only for the actual quantities of Work performed and accepted in conformance with the Contract. SECTION 1-04.7 IS REVISED BY DELETING THE SECOND PARAGRAPH AND REPLACING WITH THE FOLLOWING: 1-04.7 Differing Site Conditions (Changed Conditions) Upon written notification, the Engineer will investigate the conditions and if he/she determines that the conditions materially differ and cause an increase or decrease in the cost or time required for the performance of any Work under the Contract, an adjustment will be made and the Contract modified in writing accordingly. No claim for loss of anticipated profits will be allowed when determining this adjustment. The Engineer will notify the Contractor of his/her determination whether or not an adjustment of the Contract is warranted. Horseshoe Secondary Levees Ph II/Horn 1 - 7 July 11, 2012 Project Number 09-3005 7 SECTION 1-04.9 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-04.9 Use of Private Properties Staging and storage locations are part of the Project and must be properly permitted for that use. As a result, if appropriate permits for the selected staging and storage locations have not been obtained, the Contractor will obtain those permits before putting the site to Its Intended use. Limits of construction are Indicated or defined on the plans. The Contractor shall confine all construction activities within these limits. Potential locations for a staging and storage area are shown on the plans. The City has obtained all permits and approvals necessary for the Contractor's use of this site within the limits shown on the plans and specified herein. Should the Contractor choose not to use the City-provided staging and storage area(s); the Contractor may pursue a different location. It is the Contractor's sole responsibility to obtain all necessary permits/approvals to use the private property, specifically including, without limitation, all permits or approvals subject to State Environmental Policy Act, Shoreline Management Act, and critical areas regulations. Before using any other property as a staging or storage area (or for any other use), the Contractor shall thoroughly investigate the property for the presence of critical areas, buffers of critical areas, or other regulatory restrictions as defined in Kent City Code, county, state or federal regulations, and the Contractor shall provide the City written documentation that the property is not subject to other regulatory requirements or that the Contractor has obtained all necessary permits/approvals needed to use the property as the Contractor intends. Upon vacating the private property the Contractor shall provide the City written verification that it has obtained all releases and/or performed all mitigation work as required by the conditions of the permit/approval and/or agreement with the property owner. All costs associated with the use of the City-provided site are included in the individual bid items. Should the Contractor choose not to use the City-provided staging and storage area, the Contractor shall not be entitled to additional compensation or an extension of the time of completion of the Contractor for any work associated with the permitting, mitigation or use of private property. SECTION 1-04.11 ITEM 2 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-04.11 Final Cleanup 2. Remove from the project all unapproved and/or unneeded material left from grading, surfacing, or paving. Horseshoe Secondary Levees Ph II/Horn 1 - 8 July 11, 2012 Project Number 09-3005 7 DIVISION 1 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 1-05 CONTROL OF WORK SECTION 1-05.4 IS REVISED BY DELETING THE LAST FOUR PARAGRAPHS. 1-05.4 Conformity With and Deviations From Plans and Stakes 1-05.5 City Provided Construction Staking 1-05.5(1) General As used in this Section 1-05.5, the words, "stake," "mark," "marker," or "monument" will be deemed to include any kind of survey marking, whether or not set by the City. The City will supply construction stakes and marks establishing lines, 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). The Contractor shall provide staking requests for a reasonable amount of work to the Engineer at least 3 working days in advance to allow the survey crew adequate time for setting stakes. If the work site is obstructed so that survey work cannot be done, a new request for work shall be submitted by the Contractor so that the survey can be rescheduled once the site is properly prepared. Up to an additional 3 working days may be required depending on work load for the city survey crew to complete the rescheduled work. Note: A surveyor working day is a consecutive 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. It is illegal under Revised Code of Washington 58.09.130 and Washington State Administrative Code 332-120 to willfully destroy survey markers. Stakes, marks, and other reference points set by City forces, and existing City, State or Federal monumentation, shall be carefully preserved by the Contractor. The Contractor shall notify the Engineer immediately if it becomes apparent that a survey marker will be disturbed due to construction. The Contractor will allow ample time for City Survey Department personnel to acquire adequate information so that the monument may be replaced in its original position after construction. If the City is not notified, and a stake, marker or monument is disturbed or destroyed the Contractor will be charged at a rate of $150/hr for a city survey crew to replace the stake, marker or monument that was not to be disturbed or damaged by the Contractor's Horseshoe Secondary Levees Ph II/Horn 1 - 9 July 11, 2012 Project Number 09-3005 7 operations. This charge will be deducted from monies due or to become due to the Contractor. Any claim by the Contractor for extra compensation by reason of alterations or reconstruction work allegedly due to error in the Surveyor's line and grade, will not be allowed unless the original control points set by the Surveyor still exist, or unless the Contractor can provide other satisfactory substantiating evidence to prove the error was caused by incorrect city-furnished survey data. Three consecutive points set on line or grade shall be the minimum points used to determine any variation from a straight line or grade. Any such variation shall, upon discovery, be reported to the Engineer. In the absence of such report, the Contractor shall be liable for any error in alignment or grade. 1-05.5(2) Roadway and Utility Surveys The Engineer shall furnish to the Contractor, one time only, all principal lines, 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 as set forth in Section 1-05.5(5), subsection 2, 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. 1-05.5(3) Vacant 1-05.5(4) Control Stakes Stakes that constitute reference points for all construction work will be conspicuously marked with an appropriate color of flagging tape. It will be the responsibility of the Contractor to inform its employees and subcontractors of the importance and necessity to preserve the stakes. The Contractor shall determine appropriate construction stake offset distances to prevent damage to stakes by its construction equipment. Should it become necessary, for any reason, to replace these control stakes, the Contractor will be charged at the rate of $150/hr for a city survey crew to replace the stakes. The Contractor may not charge the City for any standby or "down" time as a result of any replacement of control stakes. If the removal of a control stake or monument is required by the construction operations of the Contractor or its subcontractors, and advance notice of at least three (3) full working days is given to the City, the City will reference, remove, and later replace the stakes or monument at no cost to the Contractor. Horseshoe Secondary Levees Ph II/Horn 1 - 10 July 11, 2012 Project Number 09-3005.7 1-05.5(5) Staking Services Work requests must be made at least 3 working days in advance of the re aired 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. (If superelevations require intermediate stakes along vertical curves, the City will provide staking at closer intervals.) One set of primary cut and fill stakes will be set for site work. One set of secondary final grade cut and fill stakes will be set where deemed applicable as determined by the Engineer. 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 backfill, inverts will be checked for correctness. 4. Sanitary Sewers - Two cut or fill stakes for each manhole or cleanout location will be set at appropriate offsets to the center of the structure. After installation and backfill, inverts will be checked for correctness. 5. 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. 6. 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, driveways, and sufficient mid-curve points to establish proper alignment. 7. Base and Top Course - One set of final construction centerline grade hubs will be set for each course, at not less than 50-foot stations. No intermediate stakes shall be provided unless superelevations require them. 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 not less than 25-foot stations. When deemed appropriate by the Engineer, cut sheets will be supplied for curb, storm, sanitary sewer. 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. Horseshoe Secondary Levees Ph IIJHorn 1 - 11 3uly 11, 2012 Project Number 09-3005 7 The Contractor, at Its own expense, shall stake all other Items not listed above to construct the project per the Plans and Specifications. Staking for channelizatlon, 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 8-10 structures Curb and gutter +/-1300 lineal feet (one side only) Base and top course +/-1000 lineal feet of centerline Slope staking +/-800-1200 lineal feet (top and toe) 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 may be 1000 lineal feet, or more, of storm sewer pipe, if the pipe is placed on both sides of the roadway and Interconnected. 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, the Engineer may correct and remedy that work as may be identified In the written notice, by any means that the Engineer may deem necessary, Including the use of City forces or other contractors. If the Contractor fails to comply with a written order to remedy what the Engineer determines to be an emergency situation, the Engineer may have the defective and unauthorized work corrected immediately, have the rejected work removed and replaced, or have the work the Contractor refuses to perform completed by using City or other forces. An emergency situation IS any situation which, in the opinion of the Engineer, could be potentially unsafe if its remedy is delayed, or might cause serious risk of loss or damage to the public. Direct and indirect costs incurred by the City attributable to correcting and remedying defective or unauthorized work, or work the Contractor failed or refused to perform, shall be paid by the Contractor. Payment may be deducted by the Engineer from monies due, or to become due, Horseshoe Secondary Levees Ph II/Horn 1 - 12 July 11, 2012 Project Number 09-3005 7 the Contractor. Direct and indirect costs shall Include, without limitation, compensation for additional professional services required, and costs for repair and replacement of work of others destroyed or damaged by correction, removal, or replacement of the Contractor's unauthorized work. No adjustment in contract time or compensation will be allowed because of the delay in the performance of the work attributable to the exercise of the City's rights provided by this section nor shall the exercise of this right diminish the City's right to pursue any other remedy available under law with respect to the Contractor's failure to perform the work as required. SECTION 1-05.10 IS SUPPLEMENTED BY ADDING 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 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. SECTION 1-05.11 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-05.11 Final Inspection 1-05.11(1) Substantial Completion Date When the Contractor considers the work to be substantially complete, the Contractor shall notify the Engineer and request in writing that the Engineer establish the Substantial Completion Date. To be considered substantially complete the following conditions must be met: 1. The City must have full and unrestricted use and benefit of the facilities, both from an operational and safety standpoint. 2. Only minor incidental work, replacement of temporary substitute facilities, or correction or repair work remains to reach physical completion of the work. The Contractor's request shall list the specific items of work in subparagraph two above that remain to be completed in order to reach physical completion. The Engineer may also establish the Substantial Completion Date unilaterally. If, after this inspection, the Engineer concurs with the Contractor that the work is substantially complete and ready for its intended use, the Engineer, by written notice to the Contractor, will set the Substantial Completion Date. However, if after this inspection, the Engineer does not consider the work substantially complete and ready for its intended Horseshoe Secondary Levees Ph I1/Horn 1 - 13 July 11, 2012 Project Number: 09-3005 7 use, the Engineer will, by written notice, notify the Contractor giving the reasons for the Engineer's determination. Upon receipt of written notice from the Engineer concurring in or denying substantial completion, whichever is applicable, the Contractor shall pursue vigorously, diligently and without unauthorized interruption, the work necessary to reach Substantial and Physical Completion. The Contractor shall provide the Engineer with a revised schedule indicating when the Contractor expects to reach substantial and physical completion of the work. This process shall be repeated until the Engineer establishes the Substantial Completion Date. 1-05.11(2) Final Inspection and Physical Completion Date When the Contractor considers the work physically complete and the Engineer agrees that the work is ready for Final Inspection, the Contractor, by written notice, shall request that the Engineer schedule a Final Inspection. The Engineer will set a date for Final Inspection. The Engineer and the Contractor will then make a Final Inspection and the Engineer, if necessary, will notify the Contractor in writing of all particulars in which the Final Inspection reveals the work incomplete or unacceptable. The Contractor shall immediately take all necessary corrective measures to remedy the listed deficiencies. The Contractor shall allocate the necessary resources to pursue completion of all corrective work vigorously, diligently, and without interruption until achieving physical completion of the listed deficiencies. This process will continue until the Engineer is satisfied that all listed deficiencies have been corrected. If action to correct the listed deficiencies is not initiated within seven (7) calendar days after receipt of the written notice listing the deficiencies, the Engineer may, upon written notice to the Contractor, take all necessary steps to correct those deficiencies and may deduct all costs incurred to correct the deficiencies from monies due or to become due the Contractor. Upon correction of all deficiencies, the Engineer will notify the Contractor, in writing, of the date upon which the work was considered physically complete. That date shall constitute the Physical Completion Date of the contract, but shall not imply that all the obligations of the Contractor under the contract have been fulfilled. 1-05.11(3) Operational Testing It is the intent of the City to have at the Physical Completion Date a complete and operable system. Therefore when the work involves the installation of machinery or other mechanical equipment, street lighting, electrical distribution of signal systems, building or other similar work, it may be desirable for the Engineer to have the Horseshoe Secondary Levees Ph II/Horn 1 - 14 July 11, 2012 Protect Number 09 3005 Contractor operate and test the work for a period of time after final inspection but prior to the Physical Completion Date. Whenever Items of work are listed in the contract provisions for operational testing they shall be fully tested under operating conditions for the time period specified to ensure their acceptability prior to the Physical Completion Date. In the event the contract does not specify testing time periods, the default testing time period shall be twenty-one (21) calendar days. During and following the test period, the Contractor shall correct any items of workmanship, materials, or equipment that prove faulty or that are not in first class operating condition. Equipment, electrical controls, meters, or other devices and equipment to be tested during this period shall be tested under the observation of the Engineer, so that the Engineer may determine their suitability for the purpose for which they were installed. The Physical Completion Date cannot be established until testing and corrections have been completed to the satisfaction of the Engineer. The costs for power, gas, labor, material, supplies, and everything else needed to successfully complete operational testing shall be included in the various contract bid item prices unless specifically set forth otherwise in the contract. Operational and test periods, when required by the Engineer, shall not affect a manufacturer's guaranties or warranties furnished under the terms of the Contract. SECTION 1-05.13 IS REVISED BY DELETING THE LAST PARAGRAPH AND REPLACING WITH THE FOLLOWING: 1-05.13 Superintendents, labor, and Equipment of Contractor Whenever the City evaluates the Contractor's qualifications pursuant to Section 1-02.1, the City may take these or other Contractor performance reports into account. Within ten (10) days of contract award, the Contractor shall designate the Contractor's project manager and superintendent for the contract work. If at any time during the contract work, the Contractor elects to replace the contract manager or superintendent, the Contractor shall only do so after obtaining the Engineer's prior written approval. SECTION 1-05.14 IS SUPPLEMENTED 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 Horseshoe Secondary Levees Ph II/Horn 1 - 15 July 11, 2012 Project Number 09-3005 7 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: The Contractor shall coordinate/coperate with other contractors in order to relocate private utilities that may be in conflict with the project. Some of these conflicts are as follows: • Utility pole relocations at various locations on Schedule A and B. These are anticipated to be completed prior to construction. However, the Contractor should be prepared to coordinate/cooperate with PSE in the event they are working during construction. • Puget Sound Energy (PSE) will be installing a joint trench between approximately roadway Station 3+00 and Station 11+00 on schedule A. The work is anticipated to be completed prior to construction. However, in the event the work in not completed before the beginning of construction the Contractor shall coordinate/cooperate with PSE to accommodate the work. • The Contractor shall coordinate with PSE on the installation of a 4" gas line approximately between station 3+50 and 4+301, 19' RT on schedule A. The gas line will be abandoned prior to installation of the sheet pile wall. PSE will be installing a new 4" gas line to replace this one in the same vicinity after completion of the sheet pile but prior to placing fill in the intersection. The Contractor shall coordinate with PSE to accommodate the installation of the gas line. SECTION 1-05 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 1-05.16 Water and Power The Contractor shall make necessary arrangements, and shall bear the costs for power and water necessary for the performance of the work, unless the Contract Includes power or water as bid items, or unless otherwise provided for in other bid items. 1-05.17 Oral Agreements No oral agreement or conversation with any officer, agent, or employee of the City, either before or after execution of the contract, shall affect or modify the terms or obligations contained in any of the documents comprising the contract. Such oral agreement or conversation shall be considered unofficial information and in no way binding upon the City, unless subsequently put in writing and signed by an authorized agent of the City. Horseshoe Secondary Levees Ph II/Horn 1 - 16 July 11, 2012 Project Number. 09-3005 7 1-06 CONTROL OF MATERIAL SECTION 1-06.2(2) IS DELETED IN ITS ENTIRETY. 1-06.2(2) Statistical Evaluation of Materials for Acceptance SECTION 1-06 IS SUPPLEMENTED BYADDING THE FOLLOWING NEW SECTIONS: 1-06.6 Submittals 1-06.6(1) Submittal Procedures All information submitted by the Contractor shall be clear, sharp, high contrast copies. Contractor shall accompany each submittal with a letter of transmittal containing the following Information: 1. Contractor's name and the name of Subcontractor or supplier who prepared the submittal. 2. The project name and Identifying number. 3. Each new submittal shall be sequentially numbered (1, 2, 3, etc.). Each resubmlttal shall include the original number with a sequential alpha letter added (1A, 1B, IC, etc.). 4. Description of the submittal and reference to the Contract requirement or technical specification section and paragraph number being addressed. 5. Bid item(s) where product will be used. 1-06.6(2) Schedule of Submittals The Contractor shall create and submit three (3) copies of a schedule of submittals showing the date by which each submittal required for product review or product Information will be made. The schedule can be modified, deducted, or added to by the City. The schedule shall be available at the preconstruction conference (see 1-08.0) of the Kent Special Provisions. The schedule of submittals must be accepted prior to the City making the first progress payment. The schedule shall identify the items that will be included In each submittal by listing the item or group of Items and the Specification Section and paragraph number and bid Item under which they are specified. The schedule shall indicate whether the submittal is required for product review of proposed equivalents, shop drawings, product data or samples or required for product information only. The Contractor shall allow a minimum of 21 days for the Engineer's review of each submittal or resubmlttal. All submittals shall be in accordance with the approved schedule of submittals. Submittals shall be made early enough to allow adequate time for manufacturing, delivery, labor issues, additional review due to inadequate or incomplete submittals, and any other reasonably foreseeable delay. Horseshoe Secondary Levees Ph II/Horn 1 - 17 July 11, 2012 Project Number 09-3005 7 1-06.6(3) Shop Drawings, Product Data and Samples The Contractor shall submit the following for the Engineer's review: 1. Shop Drawings: Submit an electronic copy or three paper copies. Submittals will be marked, stamped and returned to the Contractor. The Contractor shall make and distribute any required copies for its superintendent, subcontractors and suppliers. 2. Product Data: Submit an electronic copy or three paper copies. Submittals will be marked, stamped and returned to the Contractor. The Contractor shall make and distribute any required copies for its superintendent, subcontractors and suppliers. 3. Samples: Submit three labeled samples or three sets of samples of manufacturer's full range of colors and finishes unless otherwise directed. One approved sample will be returned to the Contractor. Content of submittals: 1. Each submittal shall include all of the items required for a complete assembly or system. 2. Submittals shall contain all of the physical, technical and performance data required to demonstrate conclusively that the items comply with the requirements of the Contract. 3. Each submittal shall verify that the physical characteristics of items submitted, including size, configurations, clearances, mounting points, utility connection points and service access points, are suitable for the space provided and are compatible with other interrelated. 4. The Contractor shall label each Product Data submittal, Shop Drawing or Sample with the bid item number and, if a lump sum bid item, provide a reference to the applicable KSP paragraph. The Contractor shall highlight or mark every page of every copy of all Product Data submittals to show the specific items being submitted and all options included or choices offered. The City encourages a creative approach to complete a timely, economical, and quality product. Submittals that contain deviations from the requirements of the Contract shall be accompanied by a separate letter explaining the deviations. The Contractor's letter shall: 1. Cite the specific Contract requirement including the Specification Section bid item number and paragraph number for which approval of a deviation is sought. 2. Describe the proposed alternate material, item or construction, explain its advantages, and explain how the proposed alternate meets or exceeds the Contract requirements. 3. State the reduction in Contract Price, if any, which is offered to the City. The Engineer retains the exclusive right, at his or her sole discretion, to accept or reject any proposed deviation with or without cause. Horseshoe Secondary Levees Ph II/Horn 1 - 18 July 11, 2012 Project Number 09-3005 7 The Engineer will stamp and mark each submittal prior to returning it to the Contractor. The stamps will Indicate one of the following: 1. "APPROVED AS SUBMITTED" - Accepted subject to Its compatibility with the work not covered In this submission. This response does not constitute approval or deletion of specified or required items not shown in the partial submission. 2. "APPROVED AS NOTED" - Accepted subject to minor corrections that shall be made by the Contractor and subject to its compatibility with the work not covered in this submission. This response does not constitute approval or deletion of specified or required items not shown in the partial submission. No resubmission is required. 3. "AMEND AND RESUBMIT" - Rejected because of major inconsistencies, errors or insuficlent information that shall be resolved or corrected by the Contractor prior to subsequent re- submittal. An amended resubmission is required. Re-submittals that contain changes that were not requested by the Engineer on the previous submittal shall note all changes and be accompanied by a letter explaining the changes. 1-06.6(4) Proposed Equivalents The Engineer retains the exclusive right, at his or her sole discretion, to accept or reject any proposed equivalent with or without cause. 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC SECTION 1-07.1 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-07.1 Laws to be Observed The Contractor shall always comply with all Federal, State, or local laws, codes, rules and regulations that affect work under the contract. The Contractor shall also be responsible for the safety of Its workers and shall comply with all applicable safety and health standards and codes. In cases of conflict between different laws, codes, rules, or regulations, the most stringent law, code, rule, or regulation shall apply. The City will not adjust payment to compensate the Contractor for changes in legal requirements unless those changes are specifically within the scope of RCW 39.04.120. For changes under RCW 39.04.120, the City will compensate the Contractor by negotiated change order as provided in Section 1-04.4. Horseshoe Secondary Levees Ph II/Horn 1 - 19 July 11, 2012 Project Number 09-3005 7 SECTION 1-07.2 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-07.2 State Taxes 1-07.2(1) General The Washington State Department of Revenue has Issued special rules on the State sales tax. Sections 1-07.2(1) through 1-07.2(4) are meant to clarify those rules. The Contractor shall contact the Washington State Department of Revenue for answers to questions in this area. The City will not adjust its payment if the Contractor bases a bid on a misunderstood tax liability. The Contractor shall Include all Contractor-paid taxes in the bid item prices or other contract amounts. In some cases, however, state retail sales tax will not be Included. Section 1-07.2(3) describes this exception. The City will pay the retained percentage only if the Contractor has obtained from the Washington State Department of Revenue a certificate showing that all contract-related taxes have been paid (RCW 60.28.051). The City may deduct from its payments to the Contractor any amount the Contractor may owe the Washington State Department of Revenue, whether the amount owed is related to this contract or not. Any amount so deducted will be paid into the proper State fund. 1-07.2(2) State Sales Tax — Rule 171 WAC 458-20-171, and its related rules apply to building, repairing, or improving streets, roads, etc., which are owned by a municipal corporation, or political subdivision of the state, or by the United States, and which are used primarily for foot or vehicular traffic. This includes storm or combined sewer systems within and included as a part of the street or road drainage system and power lines when they are part of the roadway lighting system. For work performed in these cases, the Contractor shall include Washington State Retail Sales Tax in the various unit Bid Item prices, or other contract amounts, including those that the Contractor pays on the purchase of the materials, equipment, or supplies used or consumed in doing the work. 1-07.2(3) State Sales Tax — Rule 170 WAC 458-20-170, and its related rules apply to the construction and repair of new or existing buildings, or other structures, upon real property. This includes, but is not limited to, the construction of streets, roads, highways, etc., owned by the State of Washington; water mains and their appurtenances; sewers and sewage disposal systems unless those sewers and disposal systems are within, and a part of, a street or road drainage system; telephone, telegraph, electrical power distribution lines, or other conduits or lines in or above streets or roads, unless such power lines become a part of the street or road lighting system; and installing or attaching of any article of Horseshoe Secondary Levees Ph II/Horn 1 - 20 July 11, 2012 Project Number 09-3005 7 tangible personal property in or to real property, whether or not this personal property becomes a part of the realty by virtue of Installation. For work performed in these cases, the Contractor shall collect from the City, retail sales tax on the full contract price. The City will automatically add this sales tax to each payment to the Contractor. For this reason, the Contractor shall not include the retail sales tax in the unit Bid Item prices, or in any other contract amount subject to Rule 170, with the following exception. Exception: The City will not add in sales tax for a payment the Contractor or a subcontractor makes on the purchase or rental of tools, machinery, equipment, or consumable supplies not integrated into the project. Such sales taxes shall be included in the unit Bid Item prices or in any other contract amount. 1-07.2(4) Services The Contractor shall not collect retail sales tax from the City on any contract wholly for professional or other services (as defined in Washington State Department of Revenue Rules 138 and 224). SECTION 1-07.6 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1-07.6 Permits and Licenses The City has obtained the following permits: City of Kent Shorelines Permit SEPA Contractor shall obtain, at its sole cost, all other permits required to complete this project. A copy of each permit and/or license obtained by the Contractor shall be furnished to the City. Approved permits shall be furnished to the City upon completion of the project and prior to final acceptance. The Contractor shall promptly notify the City in writing of any variance in the contract with the laws, ordinances, rules, regulations, and orders. SECTION 1-07.9(1) IS SUPPLEMENTED BY INSERTING THE FOLLOWING PARAGRAPH AFTER THE SIXTH PARAGRAPH: 1-07.9(1) General The wage rates that will be in effect during the entire contract work period are those in effect on the day of bid opening, unless the City does not award the Contract within six months of the bid opening. The City will not adjust the Contractor's bid in the event the State or Federal Government adjusts the prevailing wage rates after the Bid Opening Date. Horseshoe Secondary Levees Ph II/Horn 1 - 21 July 11, 2012 Project Number 09-3005 7 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 WITH THE FOLLOWING: 1-07.13(4) Repair of Damage The Contractor shall promptly repair all damage to either temporary or permanent work as directed by the Engineer. Alternatively, the Engineer may elect to accomplish repair by other means; however, the Contractor shall pay for these repairs and the City may deduct these repair costs from monies due or to become due the Contractor. No payment will be made for delay or disruption of work. SECTION 1-07.17 IS REVISED BY ADDING THE FOLLOWING SENTENCE TO THE END OF THE SECOND PARAGRAPH; 1-07.17 Utilities and Similar Facilities If a utility is known to have or suspected of having underground facilities within the area of the proposed excavation and that utility is not a subscriber to the utilities underground location center, the Contractor shall give individual notice to that utility within the same time frame prescribed in RCW 19.122.030 for subscriber utilities. SECTION 1-07.17 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 1-07.17(3) Utility Markings Once underground utilities are marked by the utility owner or its agent, and/or once new underground facilities have been installed by the Contractor, the Contractor/excavator is responsible to determine the precise location of underground facilities that may conflict with other underground construction. The Contractor shall maintain the marks or a record of the location of buried facilities for the duration of time needed to avoid future damage until installation of all planned improvements at that location is complete. 1-07.17(4) Payment All costs to comply with subsection 1-07.17(3) and for the protection and repair of all identified or suspected underground utilities specified in RCW 19.122 are incidental to the contract and are the responsibility of the Contractor/excavator. The Contractor shall include all related costs in the unit bid prices of the contract. No additional time or monetary compensation shall be made for delays caused by utility re- marking or repair of damaged utilities due to the Contractor's failure to maintain marks or to locate utilities in accordance with this section. Horseshoe Secondary Levees Ph II/Horn 1 - 22 July 11, 2012 Project Number 09-3005 7 1-07.17(5) Notification of Excavation Within ten business days but not less than two business days prior to the commencement of excavation, the Contractor shall provide written notice (or other form of notice acceptable to the Engineer) to all owners of underground facilities, whether public or private, that excavation will occur, and when excavation will occur. 1-07.17(6) Site Inspection Contractor warrants and represents that it has personally, or through its employees, agents and/or subcontractors, examined all property affected by this project and that it is knowledgeable of specific locations for water, gas, telephone, electric power and combined sewerage utilities within those areas. The following list of contacts is provided only as a convenience to the Contractor. It may not be accurate and may not constitute a complete list of all affected utilities. CenturvLink Comcast Tonna Baruso Jerry Steele (253) 372-5360 (253) 288-7532 (206) 387-3263 (cell) Puget Sound Energy Verizon Anita Yurovchak Brad Landis (253) 476-6304 (425) 201-0901 (425) 766-1740 SECTION 1-07.18 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-07.18 Public Liability and Property Damage Insurance Refer to the Insurance requirements in the project Contract, which constitute the Contractor's Insurance requirements for this project. SECTION 1-07.24 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-07.24 Rights of Way Street right of way lines, limits of easements and limits of construction are Indicated or defined on the plans. The Contractor's construction activities shall be confined within these limits, unless arrangements for use of private property are made. It is anticipated that the City will have obtained all right of way, easements or right of entry agreements prior to the start of construction. Locations where these rights have not been obtained will be brought to the Contractor's attention prior to start of construction. Horseshoe Secondary Levees Ph II/Horn 1 - 23 July 11, 2012 Project Number 09-3005 7 The Contractor shall not proceed with any portion of the work in areas where right of way, easements or rights of entry have not been acquired until the Engineer certifies to the Contractor that the right of way or easement is available or that the right of entry has been received. This Includes the EFCO property located at: 1004 3rd Avenue S., Kent, WA. SECTION 1-07.26 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-07.26 Personal Liability of Public Officers Neither the City, the Engineer, nor any other official, officer or employee of the City shall be personally liable for any acts or failure to act in connection with the contract, it being understood that, in these matters, they are acting solely as agents of the City. 1-08 PROSECUTION AND PROGRESS SECTION 1-08 IS SUPPLEMENTED BYADDING THE FOLLOWING NEW SECTION: 1-08.0 Preconstruction Conference The Engineer will furnish the Contractor with up to 5 copies of the Contract. Additional documents may be purchased from the City at the price specified by the City or in the Invitation to Bid. Prior to undertaking each part of the work, the Contractor shall carefully study and compare the Contract and check and verify all pertinent figures shown and all applicable field measurements. The Contractor shall promptly report in writing to the Engineer any conflict, error or discrepancy that the Contractor discovers. After the Contract has been executed, but prior to the Contractor beginning the work, a preconstruction conference will be held with the Contractor, the Engineer and any other interested parties that the City determines to invite. The purpose of the preconstruction conference will be: 1. To review the initial progress schedule. 2. To establish a working understanding among the various parties associated or affected by the work. 3. To establish and review procedures for progress payment, notifications, approvals, submittals, etc. 4. To verify normal working hours for the work. 5. To review safety standards and traffic control. 6. To discuss any other related items that may be pertinent to the work. The Contractor shall prepare and submit for approval, at or prior to the preconstruction conference the following: 1. A price breakdown of all lump sum items. Horseshoe Secondary Levees Ph II/Horn 1 - 24 July 11, 2012 Project Number 09-3005.7 2. A preliminary construction schedule. 3. A list of material sources for approval, if applicable. 4. Schedule of submittals. (See 1-06.6(2)) 5. Temporary Erosion/Sedimentation Control Plan (TESCP) for approval. 6. Traffic Control Plan (TCP) for approval. 7. Request to sublet, for approval by the Engineer, of all subcontractors. SECTION 1-08.4 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-08.4 Notice to Proceed, Prosecution and Hours of Work Notice to Proceed will be given after the contract has been executed and the contract bond and evidence of required Insurance have been approved by and filed with the City. Unless otherwise approved in writing by the Engineer, the Contractor shall not commence the work until the Notice to Proceed has been given by the Engineer. The Contractor shall commence construction activities on the Project Site within ten working days of the Notice to Proceed Date. The Work thereafter shall be prosecuted diligently, vigorously, and without unauthorized interruption until physical completion of the work. Voluntary shutdown or slowing of operations by the Contractor shall not relieve the Contractor of the responsibility to complete the work within the time(s) specified in the Contract. Except in the case of emergency or unless otherwise approved by the Engineer, the normal straight time working hours for the Contractor shall be any consecutive 8 hour period between 7:00 a.m. and 6:00 p.m. Monday through Friday, unless otherwise specified in the Kent Special Provisions, with a 5-day work week, plus allowing a maximum one-hour lunch break in each working day. The normal straight time 8- hour working period for the contract shall be established at the preconstruction conference or prior to the Contractor commencing work. If a Contractor desires to perform work on holidays, Saturdays, Sundays, or before 7:00 a.m. or after 6:00 p.m. on any day, the Contractor shall apply in writing to the Engineer for permission to work those times. The Contractor shall notify the Engineer at least 48 hours in advance (72 hours in advance for weekend work) so that the Inspector's time may be scheduled. Permission to work longer than an 8-hour period between 7:00 a.m. and 6:00 p.m. is not required. For any work outside of normal straight time working hours that requires city surveyors, all reasonable efforts shall be made by the Contractor to allow time for surveying to be completed during normal straight time hours. If city surveyors are required to work other than normal straight time hours at the convenience of the Contractor, all such work shall be reimbursed by the Contractor. Horseshoe Secondary Levees Ph II/Horn 1 - 25 July 11, 2012 Protect Number. 09-3005 7 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: hours worked by City employees; impacts to the construction schedule; or accommodations to adjoining properties affected by the contract work. The City may elect to provide a deferred Notice to Proceed on Schedule C if awarded. The City has not secured the rights to construct the improvements in Schedule C on the private property. If required, the deferred Notice to Proceed may not be provided for Schedule C until November 30, 2012. 1-08.4(A) Reimbursement for Overtime Work of City Employees Following is a non-exclusive list of work that may require Contractor reimbursement for overtime of City employees. 1. If locate work is required to re-establish marks for City-owned underground facilities that were not maintained or recorded by the Contractor in accordance with RCW 19.122.030, the City will bill the Contractor for the work. Such billing may be at the OVERTIME RATE in order for locate crews to complete other work. If the locate request is for nights, weekend, holidays or at other times when locate crews are not normally working, all locate work and expenses, including travel, minimum call out times, and/or Holiday premiums will be borne by the Contractor. 2. Work required by city survey crew(s) as the result of reestablishing survey stakes or markings that were not maintained or recorded by the Contractor or other work deemed to be for the convenience of the Contractor and not required of the City by the contract. 3. Work required by City personnel or independent testing laboratories to re-test project materials, utility pressure or vacuum tests, camera surveys or water purity tests as the result of initial test failure on the part of the Contractor. 1-08.4(B) General The City allocates its resources to a contract based on the total time allowed in the contract. The City will accept a progress schedule indicating an early physical completion date but cannot guarantee the Horseshoe Secondary Levees Ph II/Horn 1 - 26 July 11, 2012 Project Number 09-3005 7 City resources will be available to meet the accelerated schedule. No additional compensation will be allowed if the Contractor is not able to meet its accelerated schedule due to the unavailability of City's resources or for other reasons beyond the City's control. The original and all supplemental progress schedules shall not conflict with any time and order-of-work requirements in the contract. If the Engineer deems that the original or any necessary supplemental progress schedule does not provide adequate information, the City may withhold progress payments until a schedule containing needed information has been submitted by the Contractor and approved by the Engineer. The Engineer's acceptance of any schedule shall not transfer any of the Contractor's responsibilities to the City. The Contractor alone shall remain responsible for adjusting forces, equipment, and work schedules to ensure completion of the work within the times specified in the contract. The Contractor shall begin work and complete the levee between S. 2591h St. and the south tie into the existing levee at S. 261st St. prior to the completion of any other part of the job. This shall include all work at the PSE gas facility including the block wall and paving along the top of the levee once the levee is completed. SECTION 1-08.5 IS REVISED BY DELETING THE THIRD PARAGRAPH. 1-08.5 Time for Completion Contract time shall begin on the day of the Notice to Proceed. The Contract Provisions may specify another starting date for Contract time, in which case, time will begin on the starting date specified. SECTION 1-08.6 IS REVISED BY DELETING THE FIFTH AND SIXTH PARAGRAPHS AND REPLACING WITH THE FOLLOWING: 1-08.6 Suspension of Work If the performance of all or any part of the Work is suspended, for an unreasonable period of time by an act of the Contracting Agency in the administration of the Contract, or by failure to act within the time specified in the Contract (or if no time is specified, within a reasonable time), the Engineer will make an adjustment for any increase in the cost or time for the performance of the Contract (excluding profit) necessarily caused by the suspension. However, no adjustment will be made for any suspension, if (1) the performance would have been suspended, by any other cause, including the fault or negligence of the Contractor, or (2) an equitable adjustment is provided for or excluded under any other provision of the Contract. Horseshoe Secondary Levees Ph II/Horn 1 - 27 July 11, 2012 Project Number. 09-3005 7 If the Contactor believes that the performance of the Work is suspended, for an unreasonable period of time and such suspension, is the responsibility of the Contracting Agency, the Contractor shall Immediately submit a written notice of protest to the Engineer as provided in Section 1-04.5. No adjustment shall be allowed for any costs incurred more than 10 calendar days before the date the Engineer receives the Contractor's written notice to protest. The Contractor shall keep full and complete records of the costs and additional time of such suspension, and shall permit the Engineer to have access to those records and any other records as may be deemed necessary by the Engineer to assist in evaluating the protest. SECTION 1-08.7 MAINTENANCE DURING SUSPENSION IS REVISED BY DELETING THE FOURTH AND SIXTH PARAGRAPHS. SECTION 1-08.8 IS REVISED BY DELETING PARAGRAPHS 1 THROUGH 3 AND REPLACING THEM WITH THE FOLLOWING: 1-08.8 Extensions of Time The Contractor shall submit any requests for time extensions to the Engineer in writing no later than 10 working days after the delay occurs. The request shall be limited to the change in the critical path of the Contractor's schedule attributable to the change or event giving rise to the request. To be considered by the Engineer, the request shall be in sufficient detail (as determined by the Engineer) to enable the Engineer to ascertain the basis and amount of the time requested. The Contractor shall be responsible for showing on the progress schedule that the change or event: (1) had a specific impact on the critical path, and except in cases of concurrent delay, was the sole cause of such impact, and (2) could not have been avoided by resequencing of the work or other reasonable alternatives. The reasons for and times of extensions shall be determined by the Engineer, and such determination will be final as provided in Section 1- 05.1. ITEM 1 IN PARAGRAPH 7 IS DELETED AND REPLACED WITH THE FOLLOWING: 1. Failure to obtain all materials and workers. 1-09 MEASUREMENT AND PAYMENT SECTION 1-09.2(1) IS REVISED BY REPLACING "TRUCKS AND TICKETS" WITH THE FOLLOWING: 1-09.2(1) General Requirements for Weighing Equipment Trucks and Tickets Each truck to be weighed shall bear a unique identification number. This number shall be legible and in plain view of the scale operator. Horseshoe Secondary Levees Ph II/Horn 1 - 28 July 11, 2012 Project Number 09-3005 7 Each vehicle operator shall obtain a weigh or load ticket from the scale operator. The Contractor shall provide tickets for self printing scales. All tickets shall, at a minimum, contain the following Information: 1. Ticket serial number (this is already Imprinted on the tickets). 2. Identification number of truck/truck trailer. 3. Date and hour of weighing. 4. Type of material. 5. Weight of load. The weighman shall record the gross weight and net weight, except where the scale has a tare beam and the net weight can be read directly. In such case, only net weight need be recorded on the ticket. 6. Weighman's Identification. 7. Contract number. 8. Unit of measure. 9. Legal gross weight in Remarks section. 10. Location of delivery. The vehicle operator shall deliver the ticket in legible condition to the material receiver at the material delivery point. SECTION 1-09.9 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 1-09.9(2) City's Right to Withhold Certain Amounts In addition to the amount that the City may otherwise retain under the Contract, the City may withhold a sufficient amount of any payments otherwise due to the Contractor, including nullifying the whole or part of any previous payment, because of subsequently discovered evidence or subsequent inspections that, in the City's judgment, may be necessary to cover the following: 1. The cost of defective work not remedied. 2. Fees incurred for material inspection, and overtime engineering and inspection for which the Contractor is obligated under this Contract. 3. Fees and charges of public authorities or municipalities. 4. Liquidated damages. S. Engineering and inspection fees beyond Completion Date. 6. Cost of City personnel to re-establish locate marks for City-owned facilities that were not maintained by the Contractor in accordance with RCW 19.122.030 (3). 7. Additional inspection, testing and lab fees for re-doing failed, water, other utility tests. SECTION 1-09.11(3) IS DELETED AND REPLACED WITH THE FOLLOWING: 1-09.11(3) Time Limitations and Jurisdiction This contract shall be construed and interpreted in accordance with the laws of the State of Washington. The venue of any claims or causes of Horseshoe Secondary Levees Ph IIJHorn 1 - 29 July 11, 2012 Project Number. 09-3005.7 action arising from this contract shall be exclusively in the Superior Court of King County, located in Kent, Washington. For convenience of the parties to this contract, it is mutually agreed that any claims or causes of action which the Contractor has against the City arising from this contract shall be brought within 180 days from the date of Final Acceptance of the contract by the City. The parties understand and agree that the Contractor's failure to bring suit within the time period provided shall be a complete bar to any such claims or causes of action. It is further mutually agreed by the parties that when any claims or causes of action that a Contractor asserts against the City arising from this contract are filed with the City or initiated in court, the Contractor shall permit the City to have timely access to any records deemed necessary by the City to assist in evaluating the claims or actions. SECTION 1-09.13 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-09.13 Final Decision and Appeal All disputes arising under this contract shall proceed pursuant to Section 1-04.5 and 1-09.11 of the WSDOT Standard Specifications and any Kent Special Provisions provided for in the contract for claims and resolution of disputes. The provisions of these sections and the Kent Special Provisions must be complied with as a condition precedent to the Contractor's right to seek an appeal of the City's decision. The City's decision under Section 1-09.11 will be final and conclusive. Thereafter, the exclusive means of Contractor's right to appeal shall only be by filing suit exclusively under the venue, rules and jurisdiction of the Superior Court of King County, located in Kent, Washington, unless the parties agree in writing to an alternative dispute resolution process. 1-10 TEMPORARY TRAFFIC CONTROL SECTION 1-10.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1-10.1 General The Contractor shall provide flaggers, signs, and other traffic control devices not otherwise specified as being furnished by the City. The Contractor shall erect and maintain all construction signs, warning signs, detour signs, and other traffic control devices necessary to warn and protect the public at all times from injury or damage as a result of the Contractor's operations that may occur on highways, roads, streets, sidewalks, or pedestrian paths, or bicycle paths. No work shall be done on or adjacent to any traveled way until all necessary signs and traffic control devices are in place in accordance with Traffic Control Plans. Horseshoe Secondary Levees Ph II/Horn 1 - 30 July 11, 2012 Project Number 09-3005 7 SECTION 1-10.2(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1-10.2(1) General The TCS shall be certified as a work site traffic control supervisor by one of the following: Evergreen Safety Council 401 Pontius Avenue North Seattle, WA 98109 1 (800) 521-0778 or (206) 382-4090 The Northwest Laborers-Employers Training Trust 27055 Ohio Avenue Kingston, WA 98346 (360) 297-3035 SECTION 1-10.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-10.5 Payment Payment will be made in accordance with Section 1-04.1, for the following bid items when they are included in the Proposal: The unit contract price for "Traffic Control Labor" per hour shall be full pay for all costs for the labor provided for performing those construction operations described in Section 1-10.2(1)B, and Section 1- 10.3(1) of the WSDOT Standard Specifications, and as authorized by the Engineer. The hours eligible for "Traffic Control Labor" shall be limited to the hours the worker is actually performing the work as documented by traffic control forms provided by the Contractor's TCM, and verified by the City Inspector's records, and the Contractor's Certified Payroll Records submitted to the City Inspector on a weekly basis. The unit contract price for"Traffic Control Supervisor" per hour shall be full pay for each hour a person performs the Traffic Control Supervisor duties described in Section 1-10.2(1)B of the WSDOT Standard Specifications. Payment for traffic control labor performed by the Traffic Control Supervisor will be paid under the item for "Traffic Control Labor". The lump sum contract price for "Temporary Traffic Control Devices" shall be full pay for providing the work described in Section 1-10.3(3)L of the WSDOT Standard Specifications. Progress payment for the lump sum item "Temporary Traffic Control Devices" will be made as follows: 1. When the initial temporary traffic control devices are set up, 50 percent of the amount bid for the item will be paid. 2. Payment for the remaining 50 percent of the amount bid for the item will be paid on a prorated basis in accordance with the total job progress as determined by progress payments. Horseshoe Secondary Levees Ph II/Horn 1 - 31 July 11, 2012 Project Number 09-3005 7 The unit contract price for "Portable Changeable Message Sign (PCMS)" per day shall be full pay for all costs for furnishing, transporting, initial installation within the project limits, maintaining and removing the PCMS, and associated work described in Section 1-10.3(3)C of the WSDOT Standard Specifications. Relocation of the PCMS within the project limits will be paid under the item "Traffic Control Labor." When the proposal does not include a bid item for a specific bid item listed in the WSDOT Standard Specifications and/or the Kent Special Provisions, all costs for the work described for those traffic control bid items shall be included by the Contractor in the unit contract prices for the various other bid items contained within the proposal. The Contractor shall estimate these costs based on the Contractor's contemplated work procedures. When traffic control bid items are included in the bid proposal, payment is limited to the following work areas: 1. The entire construction area under contract and for a distance to include the initial warning signs for the beginning of the project and the END OF CONSTRUCTION sign. Any warning signs for side streets on the approved TCP are also included. If the project consists of two or more sections, the limits will apply to each section individually. 2. A detour provided in the plans or approved by the Engineer for by- passing all or any portion of the construction, irrespective of whether or not the termini of the detour are within the limits of the Contract. No payment will be made to the Contractor for traffic control items required in connection with the movement of equipment or the hauling of materials outside of the limits of 1 and 2 above, or for temporary road closures subject to the provisions of Section 1-07.23(3) of the WSDOT Standard Specifications. Horseshoe Secondary Levees Ph II/Horn 1 - 32 July 11, 2012 Project Number 09-3005.7 DIVISION 2 - EARTHWORK 2-01 CLEARING, GRUBBING, AND ROADSIDE CLEANUP SECTION 2-01.3(1) ITEM 1 IS MODIFIED BYADDING THE FOLLOWING: 2-01.3(1) Clearing 1. The areas to be cleared are to include all proposed right of ways and fill areas for levee berms, as well as the area 20 feet north of the wall type A location, on schedule C, shown on the construction plans. 2-02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS SECTION 2-02.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-02.1 Description This work also Includes the repair of adjacent Improvements that were not designated for removal, but that were damaged by the Contractor's operations. SECTION 2-02.3 IS REVISED BY REPLACING THE LAST THREE PARAGRAPHS WITH THE FOLLOWING: 2-02.3 Construction Requirements The City has identified the following materials that are marked for removal, but that will be salvaged as part of this project: 1. Fire Hydrants The salvaged materials listed above shall be removed, hauled and stored at the following site(s): 1. City of Kent Shops - 5821 S. 2401h Street, Kent All improvements that are not designated for removal, but that are damaged by the Contractor's operations shall be replaced, restored, or repaired at the Contractor's sole expense. The Engineer's determination regarding what replacement, restoration, or repair must be made by the Contractor to repair damage caused by the Contractor's removal operations is final. SECTION 2-02.3(3) IS DELETED AND REPLACED WITH THE FOLLOWING: 2-02.3(3) Removal of Pavement, Sidewalks, Curbs, and Gutters In removing pavement, sidewalks, and curbs the Contractor shall: 1. Haul broken-up pieces of concrete and asphalt pavement into the roadway embankment, or to some off-project site, unless Horseshoe Secondary Levees Ph II/Horn 2 - 1 July 11, 2012 Project Number 09-3005 7 otherwise directed by the Engineer, or permitted by the Kent 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 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 BY ADDING THE FOLLOWING: 2-02.5 Payment Payment will be made in accordance with Section 1-04.1, for the following bid items when they are included in the Proposal: The unit contract price per square yard for "Remove Existing Asphalt Concrete Pavement" constitutes complete compensation for all labor, materials, tools, supplies and equipment required to remove existing asphalt from sidewalk for a depth of 3 inches, and from roads for a depth of 6 inches. Included In this price is the cost of hauling and disposal of the asphalt pavement. Should the Contractor encounter pavement to be removed which Is thicker than 6 inches it shall be paid according to the following formula: (Encountered thickness — 6 inches) x unit bid price =additional 6 Inches compensation For example, if the Contractor encounters pavement to be removed which is 8 inches thick and its unit bid price was $2.00/SY then Its additional compensation for the extra thickness would be: (8 — 6) x $2.0 _ $0.67/SY in addition to the unit price. No other compensation shall be allowed. Horseshoe Secondary Levees Ph II/Horn 2 - 2 July 11, 2012 Project Number 09-3005 7 The unit contract price per each for "Remove Existing Catch Basin or Sanitary Manhole" constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to remove the existing structure where shown on the plans and described in the specifications. The unit price bid shall include but not be limited to excavation, concrete plugging any remaining pipes per WSDOT 7- 08.3(4), removal and disposal of structure, and backfilling with gravel borrow and compaction. Any frames, grates, or risers shall be hauled and disposed of by the Contractor unless deemed salvageable as determined by the Engineer. 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 square yard for "Remove Cement Concrete Sidewalk" constitutes complete compensaion for furnishing all labor, materials, tools, supplies, and equipment necessary to saw cut and remove, haul, and dispose of cement concrete sidewalk as shown on the plans and described in the specifications. The unit contract price per lineal foot for "Saw Cut Existing Asphalt Concrete Pavement" 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 6 inches compensation For example, if the Contractor encounters pavement to be removed which is 8 inches thick and its unit bid price was $2.00/1-F then its additional compensation for the extra thickness would be: (8 - 6) x $2.00 _ $0.67/LF in addition to the unit bid price. No other compensation shall be allowed. A vertical saw cut shall be required between any existing pavement, sidewalk, or curb that is to remain and the portion to be removed. The costs of other types of pavement cutting, such as "wheel cutting", shall be considered incidental to other bid items and no payment will be allowed under this item unless the pavement is actually saw cut. Horseshoe Secondary Levees Ph II/Horn 2 - 3 July 11, 2012 Project Number 09-3005 7 The unit contract price per each for "Relocate Existing Private Sign" constitutes complete compensation for all materials, labor, tools, supplies and equipment necessary to remove and reinstall the existing sign as shown on the plans or identified by the Engineer once the major construction work has been completed. The unit contract price per each for "Remove and Reinstall Existing Light Fixture" constitutes complete compensation for all materials, labor, tools, supplies and equipment necessary to remove the existing light fixtures to facilitate the proposed construction, and reinstalling them to the same location or nearby location as shown on the plans or determined by the Engineer. 2-03 ROADWAY EXCAVATION AND EMBANKMENT SECTION 2-03.3(7)C IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-03.3(7)C Contractor-Provided Disposal Site The City has not provided a waste site. The Contractor shall arrange for disposal and provide any necessary disposal sites in accordance with Section 2-03.3(7)C of the WSDOT Standard Specifications. The Contractor is responsible for determining which permits are required for the selected disposal sites. Within the City, wetlands are identified by using the Corps of Engineers Wetlands Delineation Manual dated January 1987. SECTION 2-03.3(14)B IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-03.3(14)B Earth Embankment Construction Prior to placement of the levee Embankment the subgrage shall be stripped of asphalt, top soil and vegetation, aerated and proof- compacted with a self-propelled compactor with lug attachments of a sheeps-foot roller. Following proof-compaction of the subgrade, the fill shall be placed directly onto the irregular ground surface created by the lug wheel. No surface grading shall be performed before or between placing lifts of fill as continuous smooth surfaces could create seepage channels for water. Any smooth areas should be scarified 1 to 2 inches deep prior to placing the next lift. Maximum lift thickness shall be 12 inches. The embankment material shall be compacted to 95 percent of the maximum dry density as determined by ASTM D-1557 test procedures. Once the embankment has reached maximum height as shown on the plans, the Contractor shall grade the surface to the final subgrade before applying top soil. Refer to Levee Sections on the drawings. See Section 4-03 for Gravel Borrow for Levee Embankment. Horseshoe Secondary Levees Ph II/Horn 2 - 4 July 11, 2012 Project Number 09-3005 7 SECTION 2-03.3(14)D IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-03.3(14)D Compaction and Moisture Control Tests Maximum density will be determined by the Modified Proctor Method ASTM D-1557. All compaction tests if required will be performed by the City. SECTION 2-03.3(14)3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-03.3(14)E Unsuitable Foundation Inspection Trench Excavation An inspection trench shall be excavated under all levees as shown on the plans. Undesirable underground features such as abandoned utilities, animal burrows, buried logs, debris, or otherwise unsuitable material or potential seepage paths should be removed or Intercepted as directed by the Engiener. Backflll should be placed only after Inspection of the trench by the Engineer. Backflll should be placed and compacted as specified in 2-03.3(14)B. Suitable native material may be used for backfill if excavated material is deemed satisfactory by the Engineer. Should the inspection trench reveal undesirable underground features, additional excavation to remove said features shall be paid as Unsuitable Foundation Excavation. The inspection trench (if unsuitable materials are found) will be backfilled with Gravel Borrow for Levee Embankment in accordnace with Section 2-03.3(14)B. All of the above specified unsuitable excavated material shall be hauled and disposed by the Contractor. See Section 2-03.3(7)C of the Kent Special Provisions for disposal sites. SECTION 2-03.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-03.5 Payment The unit contract price per cubic yard for "Unsuitable Material Excavation for Levee, Including Haul" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to excavate the unsuitable material under the levee as shown on the plans and described in the specifications. The bid item price includes, but not limited to: the excavation, hauling and disposal of unsuitable excavated material. The unit contract price per linear foot for "Inspection Trench" constitutes complete compensation for furnishing all labor, materials, tools, supplies and equipment necessary to excavate the trench as shown on the plans and described in the specifications. The bid item price includes but is not limited to: trench excavation, inspection, Horseshoe Secondary Levees Ph II/Horn 2 - 5 July 11, 2012 Project Number 09-3005 7 backfilling, compacting, and hauling and disposal of unsuitable excavated materials: See Section 4-03.5 for payment for levee embankment and construction. 2-06 SUBGRADE PREPARATION SECTION 2-06.3(1) ITEM 6 IS DELETED AND REPLACED WITH THE FOLLOWING: 2-06.3(1) Subgrade for Surfacing 6. The prepared subgrade shall be compacted in the top 0.50 foot to 95 percent of maximum dry density per ASTM D-1557 for a cut section. If the underlying subgrade is too soft to permit compaction of the upper 0.5 foot layer, the Contractor shall loosen (or excavate and remove), and compact the subgrade until the top layer can meet compaction requirements. Fill sections shall be prepared in accordance with the Standard Specification Section 2- 03.3(14)C, Method B except ASTM D-1557 shall determine the maximum density. SECTION 2-06.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-06.5 Measurement and Payment The cost for work required for compaction of the subgrade shall be included by the Contractor in the unit contract price of other bid items. 2-07 WATERING SECTION 2-07.4 IS DELETED AND REPLACED WITH THE FOLLOWING: 2-07.4 Measurement The Contractor shall obtain a hydrant meter from the City Maintenance Shop located at 5821 South 240th Street (253) 856-5600 to measure the quantities of water used. Hydrant wrenches are also available at the City Maintenance Shops at the Contractors option. No additional deposit is required for the hydrant wrench. The Contractor shall be responsible for paying for damage or less of hydrant meter or wrench, and shall return hydrant meter and wrench to the City. The City shall provide all water that comes from the City water system. Prior to issuance of the hydrant meter (and wrench if applicable) and permit, the Contractor shall make a hydrant meter deposit to the City Customer Service Division located on the first floor of the Centennial Center at 400 West Gowe Street (253) 856-5200. The said deposit is refundable provided the Contractor returns the hydrant meter (and wrench if applicable) to the City Maintenance Shops undamaged. Horseshoe Secondary Levees Ph II(Horn 2 - 6 July 11, 2012 Project Number 09-3005 7 The Contractor shall provide his own gate valve on the hose side of the hydrant meter with which to control water flow. The hydrant meter permit duration is two (2) months. At the end of the permit duration, the Contractor shall deliver the hydrant meter (and wrench if applicable) to the City Maintenance Shops for reading. If the Contractor requires another hydrant meter and permit at the time a meter is returned to the City Maintenance Shops, he shall request a meter and one shall be provided. An additional meter deposit will not be required. The Contractors initial hydrant meter deposit shall be transferred to the new meter Issued. SECTION 2-07.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-07.5 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 hour for "Watering" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to haul, and apply water for compacting embankments, constructing subgrade, and placing of crushed surfacing as shown on the plans, described in the specifications, or as the Engineer requires. 2-12 CONSTRUCTION GEOSYNTHETIC SECTION 2-12.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-12.1 Description This work shall consist of furnishing and installing non-woven geotextile fabric at the locations shown on the plans and described in the specifications. SECTION 2-12.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-12.2 Materials Non-woven geotextile fabric shall meet the material requirements of Section 9-33 of the WSDOT Standard Specifications for high survivability, separation and soil stabilization, and underground drainage for each geotextile use as specified on the plans or in the Kent Special Provisions. SECTION 2-12.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-12.3 Construction Requirements The Contractor shall take all necessary precautions to not tear or damage the fabric during installation. The fabric shall be laid down by hand. Folds or creases in the fabric shall be pulled flat. The fabric Horseshoe Secondary Levees Ph II/Horn 2 - 7 July 11, 2012 Project Number 09-3005 7 sides and ends shall be anchored or weighted sufficiently to prevent slouching. Joints or seams shall be overlapped a minimum of two (2) feet. SECTION 2-12.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-12.4 Measurement Non-woven geotextile fabric shall be measured per square yard of materials placed. SECTION 2-12.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-12.5 Payment The unit contract price per square yard for "Geotextile Fabric, Non- Woven" constitutes complete compensation for all labor, materials, tools, supplies, and equipment necessary to furnish and install the fabric at the locations shown on the plans and described in the specifications. Horseshoe Secondary Levees Ph II/Horn 2 - 8 July 11, 2012 Project Number. 09-3005 7 DIVISION 4 - BASES DIVISION 4 IS SUPPLEMENTED BY ADDING 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. 4-03.2 Materials Materials shall meet the minimum requirements of the following section in the Kent Special Provisions: Gravel Borrow ................................................ 9-03.14(1) Gravel Borrow for Levee Embankment ............... 9-03.15(5) 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 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 "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. Horseshoe Secondary Levees Ph II/Horn 4 - 1 July 11, 2012 Project Number 09-3005 7 The unit contract price per ton for "Gravel Borrow for Levee Embankment, 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 specification 9- 03.14(5) Gravel Borrw for Levee Embankment. 4-04 BALLAST AND CRUSHED SURFACING 4-04.3 Construction Requirements SECTION 4-04.3(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 4-04.3(2) Subgrade The Contractor is responsible for any delays or costs Incurred as a result of placing ballast or surface materials before approval is received from the Engineer. SECTION 4-04.3(5) IS DELETED AND REPLACED WITH THE FOLLOWING: 4-04.3(5) Shaping and Compaction Surfacing shall be compacted in depths not to exceed 6 inches 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 BY ADDING THE FOLLOWING: 4-04.3(7) Miscellaneous Requirements The Contractor is solely responsible for any delays or additional costs Incurred as a result of placing ballast or succeeding courses of surfacing materials before approval to proceed Is received from the Engineer. SECTION 4-04.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 4-04.5 Payment "Crushed Surfacing Top Course, 5/8 Inch Minus" "Crushed Surfacing Base Course, 1 1/4 Inch Minus" The unit contract price per ton for the above items 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. Horseshoe Secondary Levees Ph II/Horn 4 - 2 July 11, 2012 Project Number. 09-3005 7 DIVISION 5 - SURFACE TREATMENTS AND PAVEMENTS NOTE: If the contract also Includes underground utility construction, permanent surface treatments and pavements shall not be placed until an as-built survey and testing of the new underground utilities have been completed. Verification that utility construction conforms to the line and grade requirements of Section 7-08.3(2)B of the WSDOT Standard Specifications shall be made by the Engineer prior to authorizing paving to begin. Also, each new utility must pass all appropriate tests specified herein for the type of utility prior to paving. 5-02 BITUMINOUS SURFACE TREATMENT SECTION 5-02.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-02.5 Payment Anti-stripping additive shall be included in the price of asphalt (grade) per ton. The quantity of asphalt material shall not be reduced by the quantity of anti-stripping additive. 5-04 HOT MIX ASPHALT SECTION 5-04.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-04.1 Description Section 5-04 of the WSDOT Standard Specifications is modified per the WSDOT GSP "Hot Mix Asphalt" as Included, except as modified herein. SECTION 5-04.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-04.2 Materials Recycled materials such as Recycled Asphalt Pavement (R.A.P.) for the pavement sections shall not be allowed. SECTION 5-04.3(7)A IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-04.3(7)A Mix Design The City at its option may approve a current WSDOT approved mix design, HMA Class 1/2", PG 64-22 in place of performing a mix design, provided, however, that such mix design shall include a minimum asphalt content of 5% by total mix weight and anti-stripping compound. Anti-stripping compound shall be added to the asphalt material in accordance with Section 9-02.4. If the City is not satisfied with the mix submitted, a full mix design will be performed. The City is not required to justify to the Contractor its decision to perform a mix design. The City reserves the right to adjust the asphalt cement content based on mix design or approval of alternate mix designs submitted by the Contractor. Horseshoe Secondary Levees Ph II/Horn 5 - 1 July 11, 2012 Project Number 09-3005 7 SECTION 5-04.3(8)A IS DELETED AND REPLACED WITH THE FOLLOWING: 5-04.3(8)A Acceptance Sampling and Testing Acceptance Sampling and Testing shall be as follows: 1. Asphalt Cement and Gradation: Extraction tests shall be taken every 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. 3. The Contractor Is responsible to meet the required compacting asphalt cement content and gradation requirements. Averaging of test results will not be considered. Any deviation from the specification will be considered on a case-by-case basis by the Engineer and may require a credit to the City. The Engineer, however, Is not obligated to accept out of specification work and has the authority to require the removal and repaving of material that does not meet the contract specifications at the Contractor's expense. SECTION 5-04.3(9) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-04.3(9) Spreading and Finishing HMA Class 1/2", PG 64-22 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 B-20.3(14)C of the Kent Special Provisions for the placement of traffic signal detection loops. SECTION 5-04.3(10) IS SUPPLEMENTED BY ADDING THE FOLLOWING. 5-04.3(10) Compaction Density shall be at least 92 percent of maximum theoretical density (rice density). Compaction tests shall be performed by an approved geotechnical or testing firm under the direction of a professional civil engineer registered in the State of Washington. SECTION 5-04.3(10)B IS DELETED AND REPLACED WITH THE FOLLOWING: 5-04.3(10)B Control For HMA, 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 Horseshoe Secondary Levees Ph II/Horn 5 - 2 July 11, 2012 Project Number. 09-3005 7 level of compaction attained will be determined as the average of not less than 5 nuclear density gauge tests taken on the day the mix is placed (after completion of the finish rolling) at randomly selected locations. The quantity represented by each lot will be no greater than a single day's production or approximately 400 tons, whichever is less. Control lots not meeting the minimum density standard shall be removed and replaced with satisfactory material. At the option of the Engineer, non-complying material may be accepted at a reduced price. Cores used to check density will be approved only when designated by the Engineer. At the start of paving, if requested by the Contractor, a compaction test section shall be constructed as directed by the Engineer to determine the compactibility of the mix design. Compactibility shall be based on the ability of the mix to attain the specified minimum density (92 percent of the maximum density determined by WSDOT Test Method 705). HMA Class 3/8 inch PG 64-22 (or other) and preleveling mix shall be compacted to 92 percent of the maximum density. In addition to the randomly selected locations for tests of the control lot, the Engineer reserves the right to test any area which appears defective and to require the further compaction of areas that fall below acceptable density reading. These additional tests shall not impact the compaction evaluation of the entire control lot. SECTION 5-04.3(12) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-04.3(12) Joints The HMA overlay and widening shall be feathered to produce a smooth riding connection to the existing pavement 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 HMA wedge in accordance with Section 5-04.3(12)A across the entire width of the transverse edge when traffic is allowed on the planed surface prior to paving. The wedge shall be constructed before opening the lane to traffic. Horseshoe Secondary Levees Ph II/Horn 5 - 3 July 11, 2012 Project Number 09-3005 7 SECTION 5-04.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 5-04.3(21) Temporary Pavement Temporary pavement Including trench patches shall be installed where specified by the Engineer. SECTION 5-04.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 5-04.5 Payment Payment will be made in accordance with Section 1-04.1, for the following bid items when they are included in the Proposal: "HMA Class 1/2", PG 64-22" "HMA Class 3/4", PG 64-22" The unit contract price per ton for the above items 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. SECTIONS 5-04.5(1), 5-04.5(1)A AND 5-04.5(1)B ARE DELETED IN THEIR ENTIRETY. 5-04.5(1) Quality Assurance Price Adjustments 5-04.5(1)A Price Adjustments for Quality of HMA Mixture 5-04.5(1)B Price Adjustments for Quality of HMA Compaction Horseshoe Secondary Levees Ph II/Horn 5 - 4 July 11, 2012 Project Number 09-3005 7 DIVISION 6 - STRUCTURES 6-02 CONCRETE STRUCTURES SECTION 6-02.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 6-02.2 Materials The block finish shall be accomplished by the use of either a form liner selected from the approved products listed in the WSDOT Qualified Products List (QPL), latest edition, or a form liner approved by the Engineer as an equal product. For approval of form liners not listed in the current WSDOT QPL, the Contractor shall submit two copies of the request, along with catalogue cuts and other descriptive supporting Information, as follows: Two sets to the Project Engineer, accompanied by a 2 foot square physical sample of the form liner. The height of the form liner shall be equal to or greater than the height of the formed surface. Only elastometric form liners are allowed to have horizontal splices. SECTION 6-02.3(14) IS DELETED AND REPLACED WITH THE FOLLOWING: 6-02.3(14) Finishing Concrete Surfaces All concrete wall surfaces shall have the WSDOT standard formliner finish of "Block Finish" for bridge and structural construction. (See Appendix). The wall shall also receive a coating of anti-graffiti sealer/coating. Application shall be performed by an experienced applicator in strict accordance with the manufacturer's recommendations. At no time shall the number of coats and coverage rates be less than recommended in manufacturer's data sheet. New cement concrete shall be cured for a minimum of thirty (30) days prior to application. Moisture content shall be no greater than 15%. Do not apply to surfaces below 45 degrees F or above 90 degrees F. Do not apply in direct sun. Graffiti-resistant coating shall be installed both on street and private side facing portions of the flood wall. Horseshoe Secondary Levees Ph II/Horn 6 - 1 July 11, 2012 Project Number. 09-3005 7 SECTION 6-02.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 6-02.5 Payment All costs in connection with construction of waterstops, embedded sleeves or other devices to attach three-strand barbed wire for top of wall type A, premolded joint filler, anti-graffiti surface treatment for wall, and joint sealant, shall be Included by the Contractor in the unit Contract Price per cubic yard for "Concrete Class 4000 for Retaining Wall". The unit contract price per square yard for "Retaining Wall Concrete Finish" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment to provide a wall surface finish as called out in the plans and/or these specifications on both sides of the floodwall. SECTION 6-19 IS DELETED AND REPLACED WITH THE FOLLOWING: 6-19 SHEET PILING 6-19.1 Description The work covered by this section consists of furnishing equipment, labor, and materials; providing shop drawings, and performing all operations in connection with the installation of the metal sheet piling wall system, including bolted or structural connections; and miscellaneous steel, in accordance with these specifications and the applicable drawings. 6-19.1(1) References The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only. ASTM International (ASTM) ASTM A 572/A 572M (2007) Standard Specification for High- Strength Low-Alloy Columbium-Vanadium Structural Steel ASTM A 36/A 36M (2005) Standard Specification for Carbon Structural Steel ASTM A 325 (2007) Standard Specification for Structural Bolts, Steel, Heat Treated, 120/105 ksi Minimum Tensile Strength ASTM A 449 (2007a) Specification for Hex Cap Screws, Bolts, and Studs, Steel, Heat Treated, 120/105/90 ksi Minimum Tensile Strength, General Use ASTM F 436 (2007) Hardened Steel Washers Horseshoe Secondary Levees Ph II/Horn 6 - 2 July 11, 2012 Project Number 09-3005 7 ASTM A 123/A 123M (2002) Standard Specification for Zinc (Hot- Dip Galvanized) Coatings on Iron and Steel Products American Institute Of Steel Construction (AISC) AISC 348 (2000) Structural Joints Using ASTM A325 or A490 Bolts 6-19.1(2) Submittals The following shall be submitted to the City for approval: Steel Sheet Piling Shop Drawings: Shop drawings for steel sheet piling, including fabricated sections, and miscellaneous steel, shall show complete piling dimensions and details, driving sequence and location of installed piling. Shop drawings shall include details of the method for handling piling interlocks. Shop drawings shall also show complete details for the fabrication, erection, and installation of all miscellaneous steel including special fabricated piles and connections. Driving Equipment: Complete descriptions of driving equipment, including qualifications of equipment operators, shall be submitted prior to commencement of work. Product Data: Manufacturer's literature available from suppliers that demonstrates compliance with applicable specifications. Test Reports: Test reports or certificates of compliance that show that the materials to be provided are in compliance with the applicable specifications. Testing of sheet piling for mechanical properties shall be performed after the completion of all rolling and forming operations. Test Records: A complete and accurate record of each sheet pile driven shall be submitted within 3 days of completion of pile driving operations. The record shall indicate the pile location (as driven), date driven, size, driven length, embedded length, final elevations of tip and top, pile weight, blows required for each foot of penetration throughout the entire length of the pile and for the final 6 inches of penetration, and the total driving time. When vibratory hammers are used, the driving records shall include pile penetration rate data in feet of installation per minute. The record shall also include the type and size of equipment used and the rate of operation. Materials Test Certificates: Materials test certificates and test reports shall be submitted for each shipment of steel sheet piling and identified with specific lots prior to installing piling. Identification data should include piling type, heat analysis number, chemical composition, mechanical properties, and the steel manufacturer's name. Horseshoe Secondary Levees Ph II/Horn 6 - 3 July 11, 2012 Project Number 09-3005 7 6-19.2 Materials 6-19.2(1) Metal Sheet Piling 6-19.2(1)A Steel Sheet Piling Steel sheet piling shall be hot-rolled sections of the type shown on the Contract Plans or alternative steel sheet piling sections as described in these specifications, conforming to the requirements of ASTM A 572 Grade 50. The Interlocks of the sheet piling shall be free-sliding, provide a swing angle suitable for the Intended Installation, but not less than 5 degrees when Interlocked, and maintain continuous Interlocking when Installed throughout their entire length. The sheet piling shall be homogeneous for the full thickness of the section and shall be capable of developing the structural capacity using the full section modulus. Any sheets determined to be defective shall be rejected and replaced as directed by the Engineer and at no cost to the City. Sheet piling shall be provided with standard pulling holes. Pulling holes shall be in the web of the section and within the top twenty (20) inches of the sheet pile top. Holes are not allowed in the flanges of the sheet pile sections unless indicated on the Contract Plans. Alternative Steel Sheet Piling Sections Steel sheet pile sections shown on the Contract Plans may be substituted by alternative sheet pile sections meeting the minimum properties shown in the following table: Minimum Pro erties Section shown on Elastic Section Moment of Inertia Flange and Web Contract Plans Modulus [in4/ft of wall] Thickness In3/ft of wall in AZ 12-770 23.2 156.9 0.335 Alternative steel sheet piling sections shall have a Z profile and conform to all other requirements of this specification in addition to the requirements of this paragraph. The total number of shear studs per linear foot of wall shall remain constant. When possible, the layout, location, size, and spacing of studs shall not change. The Contractor is responsible for detailing all revisions to the Contract Plans affected by the selected alternative sheet piling sections. Any revisions shall be submitted as shop drawings for approval. If directed by the Engineer, the Contractor shall submit calculations sealed by a licensed structural engineer in the State of Washington to demonstrate equivalency for any alternative steel sheet piling sections and associated revisions. 6-19.2(1)B Cold Formed Sheet Pile Cold Formed Sheet Pile sections will not be considered for this project. 6-19.2(2) Appurtenant Metal Materials 6-19.2(2)A Bolts All bolts shall conform to ASTM A 325 or ASTM A 449 as indicated on the Contract Plans with threads excluded from the shear plane. All Horseshoe Secondary Levees Ph II/Horn 6 - 4 July 11, 2012 Project Number 09-3005.7 bolts shall be Installed at the proper location and set straight and square with connecting members. Hardened washers conforming to ASTM F 436, shall be provided under nuts and bolt heads. Until final acceptance of the completed work, the Contractor shall be required to check, straighten and tighten bolts in any part of the structure. Installation shall conform to the requirements of AISC 348 as applicable. 6-19.2(2)B Bolt Holes All holes for bolts shall be provided where required or specified and at the proper location or position. Holes in metal members shall be shop punched or drilled. Field cutting or drilling of holes will be allowed where field variations of bolt location may be expected. Field cut bolt holes shall be drilled or torched undersized and shall be reamed to the proper size. Burrs and ridges around the holes shall be removed flush to the surface. Unless otherwise indicated or specified all holes for items that are to be inserted through metal members shall be standard size and not more than 1/16 inch larger than the diameter of the item being installed. 6-19.2(2)C Transition Sheet Pile Sections The Contractor shall design and provide transition sheet pile sections as necessary to accommodate alignment changes. Transition sheet pile sections shall be fabricated from plates, angles, and standard pile sections cut or bent as necessary. 6-19.2(2)D Miscellaneous Plates and Shapes Miscellaneous plates and shapes, as shown on the Contract Plans, shall conform to ASTM A 36/A 36M. Galvanizing shall conform to ASTM A 123/A 123M. 6-19.2(3) Piling Driving Equipment Pile driving equipment shall be either vibratory hammer or hydraulic press type for Schedule 'A' work. For Schedule 'B', only hydraulic press type is to be used. 6-19.3 Construction Requirements 6-19.3(1) General 6-19.3(1)A Delivery and Storage Materials delivered to the site shall be new and undamaged and shall be accompanied by certified test reports. The manufacturer's logo and mill identification mark shall be provided on the sheet piling as required by the referenced specifications. Sheet piling shall be stored and handled in the manner recommended by the manufacturer to prevent permanent deflection, distortion or damage. Storage of piling should also facilitate required inspection activities. Horseshoe Secondary Levees Ph II/Horn 6 - 5 July 11, 2012 Project Number. 09-3003 7 6-19.3(1)B Field Measurements The Contractor shall obtain all field measurements required for proper and adequate fabrication and installation of the work. Exact measurements are the Contractor's responsibility. 6-19.3(1)C Preparation The Contractor shall relocate/remove all stone, concrete, submerged timbers, and other materials interfering with the proper alignment and performance of the work. 6-19.3(2) Placing and Driving 6-19.3(2)A Placing Any excavation required within the area where sheet pilings are to be installed shall be completed prior to placing sheet pilings. Pilings shall be carefully located as shown. Pilings shall be placed plumb with out- of-plumbness not exceeding 1/8 inch per foot of length and true to line. Temporary wales, templates, or guide structures shall be provided to ensure that the pilings are placed and driven to the correct alignment. Pilings properly placed and driven shall be interlocked throughout their length with adjacent pilings to form a continuous diaphragm throughout the length or run of piling wall. 6-19.3(2)B Driving Pilings shall be driven with the proper equipment and by approved methods so as not to subject the pilings to damage and to ensure proper sheet pile interlocking throughout their lengths. Each pile shall be driven continuously and without interruption until the required depth of penetration has been reached. If a pile fails to reach the tip elevation shown on the Contract Plans, the Contractor shall notify the Engineer and perform corrective measures as directed. Driving equipment shall be maintained in proper alignment during driving operations by use of leads or guides. Pilings damaged during driving or driven out of interlock shall be removed and replaced at the Contractor's expense. Adequate precautions shall be taken to ensure that pilings are driven plumb within the maximum permissible taper. If at any time the forward or leading edge of the sheet piling wall is found to be out-of-plumb in the plane of the wall, the piling being driven shall be driven to the required depth and tapered pilings shall be provided and driven to interlock with the out-of-plumb leading edge or other approved corrective measures shall be taken to ensure the plumbness of succeeding pilings. The maximum permissible taper for any tapered piling shall be 1/8 inch per foot of length. The horizontal alignment of the steel sheet pile wall shall be within one (1) inch of the required location after completion of driving. Pilings in each run or continuous length of piling wall shall be driven alternately in increments to the required depth or elevation. No piling shall be driven to a lower elevation than those behind it in the same run except when the pilings behind it cannot be driven deeper. If the sheet piling next to the one Horseshoe Secondary Levees Ph II/Horn 6 - 6 July 11, 2012 Project Number. 09-3005 7 being driven tends to follow below final elevation it may be pinned to the next adjacent piling. Pilings shall be driven to depths shown on the Contract Plans and shall extend up to the elevation shown on the Contract Plans for the top of pilings. A tolerance of one (1) Inch above the required top elevations will be permitted providing the top of the piling is cut in a neat straight line. Pilings shall not be driven within 100 feet of concrete that is less than 7 days old. 6-19.3(2)C Obstructions An obstruction is defined as an object encountered during sheet piling driving operation which prevents the pile to be driven to the tip elevation shown in the Contract Plans. The obstruction shall be removed if determined necessary by the Engineer. If the Contractor demonstrates to the Engineer that removal of the obstruction is impractical, the Contractor shall make modifications to the sheet piling construction specified in the Contract Plans as directed by the Engineer. Modifications to the sheet piling construction include, but are not limited to changes to the wall alignment and sheet pile elevations. 6-19.3(3) Cutting Off and Splicing Pilings driven to refusal or to the point where additional penetration cannot be attained and are extending above the required top elevation shall be cut off to the required elevation, as directed by the Engineer. Pilings driven below the required top elevation and pilings damaged by driving and cut off to permit further driving shall be extended as required to reach the top elevation by splicing when directed by the Engineer at no additional cost to the City. If directed by the Engineer pilings shall be spliced as required to drive them to depths greater than shown on the Contract Plans and extend them up to the required top elevation. Splices shall be made by an approved butt weld, making full penetration of the pile section, or as otherwise directed or approved by the Engineer. Pilings adjoining spliced pilings shall be full length unless otherwise approved. Ends of pilings to be spliced shall be squared before splicing to eliminate dips or camber. Pilings shall be spliced together with concentric alignment of the interlocks so that there are no discontinuities, dips or camber at the abutting interlocks. Spliced pilings shall be free sliding and able to obtain the maximum swing with contiguous pilings. The tops of pilings excessively battered during driving shall be trimmed when directed, at no cost to the City. Piling cutoffs shall become the property of the Contractor and shall be removed from the site. The Contractor shall cut holes in pilings for bolts and reinforcement bars, as shown on the Contract Plans or as directed. All cutting shall be done in a neat and workmanlike manner. A straight edge shall be used in cuts made by burning to avoid abrupt nicks. Bolt holes in steel piling shall be drilled or may be burned and reamed by approved methods that will not damage the surrounding metal. Handling holes shall be plugged or cut off. Horseshoe Secondary Levees Ph II/Horn 6 - 7 July 11, 2012 Project Number 09-3005 7 6-19.3(3)A Inspection of Driven Piling The Contractor shall inspect the interlocked joints of driven sheet pilings extending above ground. Pilings found to be out of Interlock shall be removed and replaced at the Contractor's expense. 6-19.3(3)B Pulling and Redriving The Contractor shall pull selected pilings after driving to determine the condition of the underground portions of pilings when directed by the Engineer. The Engineer shall approve the Contractor's method for pulling pilings. Any piling so pulled and found to be damaged to the extent that Its usefulness in the structure is Impaired shall be removed and replaced at the Contractor's expense. Pilings pulled and found to be in satisfactory condition shall be redriven when directed by the Engineer. 6-19.3(3)C Temporary Construction The Contractor is responsible for temporary bracing and support of the structure during construction and shall protect all exposed partially complete work against damage. Any structural component damaged during construction shall be replaced by the Contractor at no cost to the City. The Contractor's means and methods of providing temporary protection shall be included in the work plan as approved by the Engineer. 6-19.3(3)D Quality Control The Contractor shall establish and maintain quality control for work under this section to assure compliance with contract requirements and maintain records of his quality control for all construction operations including, but not limited to, the following: Materials; Sheet piling driving operations, including type and rating of pile driving equipment; and Driving depth or depth of refusal. A copy of the records of inspections, as well as the records of corrective actions taken, shall be furnished to the City as directed by the Engineer. 6-19.3(4) Removal The removal of pilings shall consist of pulling, sorting, cleaning, inventorying and storing previously installed pilings as directed by the Engineer. Horseshoe Secondary Levees Ph II/Horn 6 - 8 July 11, 2012 Project Number 09-3005 7 6-19.3(4)A Pulling The method of pulling piling shall be approved by the Engineer. Pulling holes shall be provided in pilings to avoid damaging piling interlocks and adjacent construction. If the Engineer determines that adjacent permanent construction has been damaged during pulling the Contractor will be required to repair this construction at no cost to the City. Pilings shall be pulled one sheet at a time. Pilings fused together shall be separated prior to pulling unless the Contractor demonstrates to the satisfaction of the Engineer that the pilings cannot be separated. The Contractor will not be paid for the removal of pilings damaged beyond structural use due to proper care not being exercised during pulling. 6-19.3(4)B Sorting, Cleaning, Inventorying and Storing Pulled pilings shall be sorted, cleaned, inventoried and stored by type into groups as (1) pilings usable without reconditioning, (2) piling requiring reconditioning and (3) piling damaged beyond structural use. 6-19.3(5) Backfilling Voids Where voids adjacent to steel sheet piling are induced by pile driving operations, the Contractor shall pump out all seepage and rain water and backfill the voids with a tremie-placed slurry. The slurry shall consist of sand mixed with enough water to produce a slurry viscous enough to thoroughly fill the voids. 6-19.4 Measurement Steel Sheet Pile shall be measured for payment by the area of 2- dimensional protected wall area for each size pile used. The projected wall area for the following cases shall be calculated as follows: 1. Projected wall area shall be computed by multiplying the straight horizontal length of the wall measured along the centerline of the wall times the length of piles measured from the tip elevation to the cut-off elevation. 2. For installed pilings that are directed to be cut off before reaching the penetration depth shown on the Contract Plans, the portion cut off will be measured for payment as the difference between the total length of piling shown on the Contract Plans for that location and the length of piling installed below the point of cut-off. Pilings not driven to the penetration depths shown on the Contract Plans, which are directed by the Engineer to be cutoff, except for those cutoffs necessitated by excessive battering, will be paid by each square foot of sheet pile for the portion cut off. Measurement for payment will be as stipulated herein at the rate of 50 percent of the applicable unit price. Horseshoe Secondary Levees Ph II/Horn 6 - 9 July 11, 2012 Project Number* 09-3005.7 6-19.5 Payment Payment will be made in accordance with Section 1-04.1 for the following: "Sheet Piling -Wall Type A", per square foot "Sheet Piling - Wall Type B", per square foot Payment for steel sheet piling in place, of the size and type of sheet piling specified, shall be made at the unit price per square foot. Payment shall cover all costs of furnishing, handling, storing, and installing piling, Including placing, driving, cutting holes, backfilling voids, shear studs, stiffener plates, miscellaneous welding Isolation joint components and other materials and work Incidental to construction of the sheet piling, as shown on the plans. Contractor furnished pilings, which have been Installed and are pulled at the direction of the Engineer and found to be in good condition, will be paid for at the applicable unit price for furnishing and Installing the pilings in their Initial position plus an equal amount for the cost of pulling. When such pulled pilings are redriven an additional amount equal to 50 percent of the applicable unit price for furnishing and driving the pilings will be paid for redriving pilings This additional price constitutes payment for redriving only. The cost of furnishing, Initial driving, and pulling the pilings is to be paid for as specified herein. When pilings are pulled and found to be damaged, no payment will be made for the initial furnishing and driving or for the pulling of such pilings. Pilings replacing damaged pilings will be paid for at the applicable unit prices. The cost of each splice made shall be incidental to the cost of the square foot area of the pile extension. An additional sum will be paid for each square foot of piling extension at the unit price per square foot of this bid item in the Bid Schedule. Payment will be made for each piling spliced, at the direction of the Engineer, in order to drive the piling to a depth greater than shown on the Contract Plans and extend the piling up to the required top elevation. The unit contract price per force account for "Removal of Pile Obstructions" constitutes complete compensation for removing, breaking-up, or pushing aside, pile obstructions, as defined in subsection 6-19.3(2)C, will be made for changes in pile construction methods necessary to deal with the obstruction.. The Contractor and the Engineer shall evaluate the effort made and reach agreement on the equipment and employees utilizied, and the number of hours involved for each. Once these cost items and their duration have been agreed upon, the payment amount will be determined using the rate and markup methods specified in Section 1-09.6. For the purpose of providing a common proposal for all bidders, the City has entered an amount for the item "Removal of Pile Obstructions" in the bid proposal to become a part of the total bid by the Contractor. Horseshoe Secondary Levees Ph II/Horn 6 - 10 July 11, 2012 Project Number 09-3005 7 If pile construction equipment is idled as a result of the work required to deal with the obstruction and cannot be reasonably reassigned within the project, then standby payment for the idled equipment will be added to the payment calculations. If labor is idled as a result of the work required to deal with the obstruction and cannot be reasonably reassigned within the project, than all labor costs resulting from Contractr labor agreements and established Contractor policies will be added to the payment calculations. The Contractor shall perform the amount of obstruction work estimated by the Citiy within the original time of the contract. The Engineer will consider a time adjustment and additional compensation for costs related to the extended duration of the shaft construction operations, provided: a. the dollar amount estimated by the City has been exceeded, and b. the Contractor shows that the obstruction removal work represents a delay to the completion of the project based on the current progress schedule provided in accordance with Section 1-08.3. DIVISION 6 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 6-21 S. 259TH STREET WALL UTILITY PENETRATION 6-21.1 Description The work covered by this section consists of furnishing equipment, labor, and materials; performing all operations in connection with the construction of the S. 259th Street Wall Utility Penetrations. The utility crossing the wall will be cast integrally with the cast in place concrete portion of the wall. All private utilities will be relocated as shown on the plans and as described in the specifications by the utility company to accommodate the installation of the sheet pile wall. The Contractor shall relocate all public utilities as necessary. 6-21.1(1) Submittals Product Data: Submit complete catalog file, including material and component list for Engineer's approval. 6-21.2 Materials Materials for utility penetrations shall meet the following requirements: Standard Steel Pipe: Steel: ASTM 53 Grade B Hollow Structural section: Steel: ASTM A500 Grade B Plastic Sealant: Federal Specification SS-S-210A Neoprene Rubber Seal: per Contractor with Engineer's approval. Stainless Steel bands: T-304 Horseshoe Secondary Levees Ph II/Horn 6 - 11 July 11, 2012 Project Number 09-3005 7 6-21.3 Construction Requirements 6-21.3(1) Delivery and Storage Materials delivered to the site shall be new and undamaged and shall be accompanied by certified test reports. 6-21.3(2) Field Measurements The Contractor shall obtain all field measurements required for proper construction of the utility penetrations. Exact measurements are the Contractor's responsibility. 6-21.3(3) Utility Relocation The Contractor shall coordinate existing utility relocations with the City and the appropriate utility companies. At all private utility crossings the Contractor shall coordinate with and notify the utility company at least 72 hours prior to encountering the affected utility during the course of the sheet pile Installation. The Contractor shall coordinate with the utility to relocate the affected utility over the adjacent sheet pile. The Contractor shall allow at least 48 hours for this relocation to occur before continuing with the next adjacent sheet pile. Some private utilities occur within a joint trench and may be relocated together. The Contractor shall provide all of the necessary hardware for the sleeve penetrations through the wall on S. 259th St. Included on detail D sheet S4 of the plans. These Items shall be delivered to PSE at least 72 hours prior to the scheduled relocation. These Items Include the galvanized sleeve, the plastic sealant, the neoprene seal and stainless steel bands. PSE shall install these Items as part of the private utility relocations. 6-21.4 Measurement Measurement for the bid item "S. 2591h Street Wall Utility Penetration" will be per each known utility as listed below: 10+25 Gas Service 10+40 Power and Telephone Services 10+50 (4) Single-Family Residence Water Services 11+60 Condo Water Service 11+65 Telephone Service 11+75 8" Storm Drain 12+05 Power and Telephone Services 12+30 Condo Water Service 14+30 Condo Water Service 15+00 Power Service 15+25 8" Storm Drain 16+25 Condo Water Service 17+25 8" Storm Drain 18+10 8" Sanitary Sewer 18+25 8" Water Horseshoe Secondary Levees Ph II/Horn 6 - 12 July 11, 2012 Project Number 09-3005 7 Refer to Contract Plans for known utility locations and elevations. Measurement per each shall Include all materials and labor required to complete the wall utility penetration for the utilities listed above. Measurement for performing wall utility penetrations for unknown utilities, not shown on the Contract Plans or listed above, shall be per Force Account. 6-21.5 Payment Payment will be made in accordance with Section 1-04.1 for the following: The per each contract price shall be full pay for the construction of the "S. 259th St. Wall Utility Penetrations (Known Utilities)" described in this special provision and shown on the Contract Drawings. Coupling for large diameter pipe shall be Fernco large diameter series or approved equal. All additional materials and labor not shown on the Contract Drawings, but required to complete the construction shall be included in the lump sum Contract price This bid item shall include all costs for coordinating with the private utility company to relocate utilities. The force account contract price for "S. 2591h St. Wall Utility Penetrations (Unknown Utilities)" shall be paid per Section 1-09.6 of the Standard Specifications. The calculated payment shall cover all labor and materials required to complete any additional wall utility penetrations for unknown utilities encountered in the field. Coupling for large diameter pipe shall be Fernco large diameter series or approved equal. The amount and costs of the Work to be paid by force account shall be computed by the Engineer and shall be considered final as provided in Section 1-05.1 of the Standard Specifications. This bid item shall include all costs for coordinating with the private utility company to relocate utilities. 6-22 EFCO WALL UTILITY PENETRATIONS 6-22.1 Description The work covered by this section consists of furnishing equipment, labor, and materials; performing all operations in connection with the construction of the EFCO Wall Storm Drain Penetrations, which includes storm drain block construction, fronting protection, panel fabrication and installation, and associated temporary shoring, excavation, dewatering and backfilling. 6-22.1(1) Submittals Product Data: Submit manufacturer's complete catalog file, including material and component list. Horseshoe Secondary Levees Ph II/Horn 6 - 13 July 11, 2012 Project Number 09-3005 7 Shop Drawings: Submit complete Shop Drawings demonstrating compliance of utility block and fronting protection with Contract Documents. Drawings shall include shop drawings for storm drain block concrete and reinforcement and fronting protection. 6-22.2 Materials Bolts, nuts and washers shall be per WSDOT Standard Specifications 9-06(1). For other materials refer to contract plans. 6-22.3 Construction Requirements 6-22.3(1) Delivery and Storage Materials delivered to the site shall be new and undamaged and shall be accompanied by test reports. 6-22.3(2) Surface Preparation • Apply 1/8" bitumus mastic coating to concrete surfaces in contact with fronting protection aluminum parts. • Bolts, nuts and washers shall be hot-dip galvanized per ASTM A153. • All aluminum parts shall be given anodic coating of at least 0.0006" thick and sealed to meet the requirements of ASTM B 580 with a uniform finish. 6-22.3(3) Field Measurements The Contractor shall obtain all field measurements required for proper construction of the utility penetrations. Exact measurements are the Contractor's responsibility. 6-22.3(4) Utility Relocation The Contractor shall coordinate existing utility relocations with the City. 6-22.4 Measurement Measurement for the bid item "EFCO Wall Storm Drain Penetrations" will be per Each known utility as listed below: - 1 - 48 inch storm drain - 1 - 24 inch storm drain - 1 - storm drain of unknown diameter. Refer to Contract Drawing for known storm drain locations and elevations. Measurement per each shall include all materials and labor required to complete the storm drain penetrations for the three (3) storm drains listed above. Measurement for performing storm drains penetrations for unknown storm drains, not shown on the Contract Drawings or listed above, shall be per Force Account. Horseshoe Secondary Levees Ph II/Horn 6 - 14 July 11, 2012 Project Number 09-3005 7 6-22.5 Payment Payment will be made in accordance with Section 1-04.1 for the following: The per each contract price for known storm drains shall be full pay for the construction of the "EFCO Wall Utility Penetrations (Known Utilties)" described in this special provision and shown on the Contract Drawings. All additional materials and labor not shown on the Contract Drawings, but required to complete the construction shall be incidental to the Contract price. Included but not limited to the excavating for and exposing the utility, cutting the pipe out of the way for a length adequate to install the sheet pile wall below it or as shown on the plans, and replacing the pipe with the same diameter and type including the Fernco flexible coupling or approved equal, storm drain block construction, fronting protection panel fabrication sealant and installation and associated temporary shoring, dewatering, excavation, and backfilling. The force account Contract price for "EFCO Wall Utility Penetrations (Unknown Utilities)" shall be paid per Section 1-09.6 of the Standard Specifications. The calculated payment shall cover all labor and materials required to complete any additional wall utility penetrations for unknown utilities encountered in the field. The amount and costs of the Work to be paid by force account shall be computed by the Engineer and shall be considered final as provided in Section 1-05.1 of the Standard Specifications. Horseshoe Secondary Levees Ph II/Horn 6 - 15 July 11, 2012 Project Number 09-3005 7 IVISION 7 - DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS WATER MAINS AND CONDUITS 7-04 STORM SEWERS THE FIRST PARAGRAPH OF SECTION 7-04.2 IS DELETED AND REPLACED WITH THE FOLLOWING: 7-04.2 Materials The following pipe types and materials are accepted for drains, culverts, and storm sewers for this project. The Contractor has the option of choosing the material except for those pipes specified on the plans to be a specific material. Reinforced Concrete Pipe (RCP) Class IV ........ 9-05.7(2) PVC Pipe.................................................... 9-05.12(1) Ductile Iron Pipe Class 50 (Unlined)............... 9-05.13 7-04.3 Construction Requirements Because the installation of pipes within a levee requires special considerations to prevent seepage, the construction and placement of pipes shall be as follows: 1. The levee shall be brought up to grade per Section 2-03.3(14)B and the geotechnical engineer, allowing for adequate compaction of levee fill before excavating the trench. 2. Excavate the pipe trench to a depth 2 ft. below the bottom of the pipe and 4 ft. wider than the pipe. 3. Backfill the land side one third of the pipe trench with drainage fill (Fine Aggregate Gradation for Portland Cement Concrete — WSDOT Standard Specifications 9-03.1(2) Class 1 or other material approved by the Engineer from the U.S. Army Corp of Engineer, defined in Manual 1110-2-1913, and day-light material to the land side of the levee. On the river side, backflll the remaining two thirds of the trench with Gravel Borrow for Levee Embankment per Section 4-03 of the Kent Special Provisions and shown on detail A sheet 14 of plans set. 4. Backfill should be within f3 percentage points of optimum moisture content, placed in moderate lifts evenly on both sides of the pipe, and compacted to 95% of maximum dry density as determined by modified proctor. Horseshoe Secondary Levees Ph II/Horn 7 - 1 July 11, 2012 Project Number 09-3005 7 7-04.3(1) Cleaning and Testing SECTION 7-04,3(1)A IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-04.3(1)A General All storm drain pipe including the downstream system shall be thoroughly cleaned to remove any solids or construction debris that may have entered the pipe system during construction. The Contractor shall be responsible to Insure that materials flushed from the storm drain is trapped, removed, and does not enter the downstream drainage system. SECTION 7-04,3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 7-04.3(1)G Television Inspection All new City storm drain extensions, 24-inch diameter and smaller shall be TV camera Inspected by the City Utility Department and accepted prior to placing final crushed rock surfacing and pavement. All construction except final casting adjustments must be completed and approved by the Inspector prior to the TV inspection. The manholes and catch basins must be set to grade, channeled, and grade rings set in place prior to TV inspection. Castings must be removed for paving, and fully grouted in place after paving. SECTION 7-04,5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-04.5 Payment "SDI Class 50 Storm Sewer Pipe, 8 Inch Diameter" "Storm Sewer Pipe, 12 Inch Diameter" The unit contract price per lineal foot for the above items shall be complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install the pipe at the locations shown on the plans and described in the specifications. The bid item price includes but is not limited to: trench excavation; unsuitable material excavation, hauling, dewatering; backfill and compaction (when native material is to be used), surface restoration, and cleanup. The bid price shall also include fittings, tees, couplings, gaskets, connection to new or existing storm pipes, catch basins, or ditches, testing, coordination for TV inspection, and additional costs for overtime work when working on weekends. Horseshoe Secondary Levees Ph II/Horn 7 - 2 July 11, 2012 Project Number 09-3005 7 7-05 MANHOLES, INLETS, CATCH BASINS, AND DRYWELLS SECTION 7-05.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-05.3 Construction Requirements All manholes and catch basins shall be precast concrete units and shall conform to Kent Standard Plans 4-1, 4-2, 5-1 and 5-2 unless specified otherwise. Minimum height for Type 1-48 Inch, 54 Inch, and 60 Inch manholes shall be 5 feet. Manholes under 5 feet In height shall conform to Kent Standard Plan 4-2. All manholes and Type II and III CB structures shall be equipped with the drop rung type manhole steps and ladders In accordance with Kent Standard Plan 4-5. The ladder shall be secured from top to bottom, Inside the structure wall. No 4 foot hanging ladder sections are allowed. The sanitary sewer manholes shall be fully channeled to conform to the inside diameter of the sewer line from Invert to spring line, then the channel shall be vertical to the top of the pipe. The top edge of the channel shall have a radius of 1/2 to 3/4 Inch. The shelves shall slope at 2 percent to the top of the channel. All manhole section joints and pick holes shall be filled with grout and smooth finished outside and Inside after Installation. All manhole penetrations, lifting holes, barrel joints (Interior or exterior), risers, frames, and any other location determined by the Engineer, shall be sealed to prevent infiltration. The Contractor shall submit proposed sealing product literature to the Engineer for acceptance, prior to use. Manhole frame and covers shall be cast gray or ductile Iron and shall comply with the following Kent Standard Plans as applicable: 4-3 Standard Manhole Frame and Locking Cover Catch basin grates and solid covers shall be ductile Iron and of the locking type unless Indicated otherwise on the plans and shall be In accordance with Kent Standard Plans 5-4 through 5-16 as applicable. Miscellaneous catch basin details shall be In accordance with Kent Standard Plan 5-3. Care must be taken to insure that pressures exerted on the soils beneath the manholes and the adjacent mains are approximately uniform. Unequal soil pressures may result In excessive settlement at manholes. A spread foundation or other measures may be required to reduce the unit load Imposed by the manhole. PVC pipe adaptors shall be KOR-IN-SEAL type flex joints or sand collars or other materials as approved by the Engineer to permit slight Horseshoe Secondary Levees Ph II/Horn 7 - 3 July 11, 2012 Project Number 09-3005 7 differential movement. All pipe materials other than the above shall be mudded directly Into the manholes and catch basins using a smooth forty five (45) degree bevel from the pipe to the structure meeting ASTM D-303-H-78 SDR35. The allowable protrusion is two (2) Inches Inside the structure unless approved otherwise by the Engineer. Block lettering is required on the top surfaces of storm drain castings, and shall read as follows: "OUTFALL TO STREAM, DUMP NO POLLUTANTS" SECTION 7-05.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-05.3(1) Adjusting Manholes and Catch Basins to Grade All construction in performing adjustments of existing or new utilities shall conform to the WSDOT Standard Specifications, Standard Plans, Kent Standard Plans and the Kent Special Provisions. Locating all new and existing utilities to be adjusted following the paving shall be the responsibility of the Contractor. The Contractor shall mark or reference all affected utilities including traffic loops prior to paving. Should it be determined by City personnel upon Inspection or by notification from other utility companies that the Contractor has failed to adjust existing utilities, the Contractor shall be responsible for completing the adjustments, at no additional cost to the utility company or the City, even if the Contractor has vacated the project site. If the Contractor neglects to reference utilities prior to paving, and for example causes conflicts with or damage to traffic loops, the Contractor shall be responsible to relocate or replace the traffic loops at no additional cost to the City. No less than 4 inches or greater than 16 inches shall be provided between the top of the cone and the underside of the manhole frame for adjustment to street grade or ground surface. Final elevation and slope of the frame and cover shall conform to the final street surface. All joints in the brick or ring adjustment shall be filled with grout, and the castings shall be sealed in grout placed on the ring or brick. A 3/8 inch mortar lining shall be installed inside and out of the adjustment section to form a smooth watertight finish. NOTE: The use or presence of wood, asphalt, expansion joint material or other non-approved product for catch basin or manhole adjustment shall be cause for immediate rejection. On asphalt concrete paving and/or asphalt resurfacing projects, manholes, catch basins and similar structures shall not be adjusted until the pavement is completed, at which time the center of each structure shall be relocated from references previously established by the Contractor. The pavement shall be cut in a restricted area and base material removed to permit removal of the cover. Horseshoe Secondary Levees Ph II/Horn 7 - 4 July 11, 2012 Project Number 09-3005 7 The asphalt concrete pavement shall be cut and removed to a neat circle, the diameter of which shall be equal to the outside diameter of the frame plus two feet. The frame shall be placed on concrete blocks and fully mortared to the desired grade. The base materials and crushed rock shall be removed and Cement Concrete Class 3000 shall be placed so that the entire volume of the excavation and up to within, but not to exceed 1-1/2 inches of the finished pavement surface. Note: casting adjustments shall be made with cementatious materials only. Wood, plastic, iron, aluminum, bituminous or similar materials are prohibited. 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. SECTION 7-05.3(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-05.3(2) Abandon Existing Manholes Manholes being abandoned shall have the top four feet removed and the remainder of the structure filled with bankrun gravel for trench backfill or gravel borrow as included in the proposal and shall otherwise be in accordance with Section 7-05.3(2) of the WSDOT Standard Specifications. SECTION 7-05.3(3) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-05.3(3) Connections to Existing Manholes It shall be the Contractor's sole responsibility to protect the existing sewer system from any damage and/or debris resulting from the construction. Should any damage and/or debris occur, the Contractor shall, at no cost to the City, repair and/or clean said system to the satisfaction of the Engineer. NOTE: Cleaning shall include those existing lines downstream of the project in which debris has been deposited. The proposed connections to existing sanitary sewer manholes ahll be made by core drilling and use of a Kor-N-Seal Boot or equal as distributed by Hanson Pipe Products, 4601 South Orchard, Tacoma, Washington 98466. Telephone 1(800) 922-5338. The Kor-N-Seal Boot shall be installed per manufacturer's recommendations. Horseshoe Secondary Levees Ph II/Horn 7 - 5 July 11, 2012 Project Number, 09-3005 7 New connections to existing facilities shall be sealed off until upstream construction is finished, tested, cleaned, and accepted. All construction debris and water shall be removed prior to opening the seal. All TV Inspection and pressure testing shall be performed in the presence of a City of Kent representative. SECTION 7-05.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS. 7-05.3(5) Manhole Installation on Existing Sewer The manhole will be placed on and channeled for the existing lines in their existing location. It shall be the Contractor's sole responsibility to protect the existing sewer from any damage and/or debris resulting from the construction. Should any damage and/or debris occur, the Contractor shall, at no cost to the City, repair and/or clean said system to the satisfaction of the Engineer. NOTE: Cleaning shall include those existing lines downstream of the project in which debris has been deposited. 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! M� - 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. 7-05.3(7) Relocate Existing Catch Basin The existing catch basin assemblies indicated to be relocated shall be carefully removed to avoid damage. The Contractor will then install the catch basin at the location indicated on the plans so that the assembly will function as shown on the plans. Horseshoe Secondary Levees Ph II/Horn 7 - 6 July 11, 2012 Project Number 09-3005.7 SECTION 7-05.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-05.5 Payment "Manhole 12 Feet to 20 Feet, Type 1 48 Inch Diameter" "Manhole Over 20 Feet, Type 1 48 Inch Diameter" The unit contract price per each for the above Items constitutes complete compensation to furnish all labor, materials, tools, supplies, and equipment necessary to provide and Install the sanitary sewer manhole to final finished grade as shown on the plans and described in the specifications. The unit price bid shall Include but not be limited to excavation, dewatering, installing the manhole, connecting new or existing pipes, backfilling, compacting, and surface restoration. The unit contract price per each for "Catch Basin, Type 1" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to install the specified structure to final finished grade as shown on the plans and described in the specifications. This work includes but shall not be limited to: excavating; dewatering; installing; connecting new or existing pipes, backfilling; compacting; surface restoration; referencing for future locates prior to final overlay; and storm drain stenciling. The unit contract price per each for "Flap Gate for 8", 12", 24", 48" Pipe" constitutes complete compensation for furnishing all labor, materials, tools, supplies, connecting adapters, gaskets and equipment to install the appropriate size flap gates where noted on the plans, or indicated by the Engineer. The flap gates shall be Golden Harvest flap gate models or approved equal. The unit contract price per each for "18 Inch Inline Check Valve" constitutes complete compensation for furnishing all labor, materials, tools, supplies, connecting adapters, gaskets and equipment to install the appropriate size check valve where noted on the plans, or indicated by the Engineer. The check valve shall be a Tideflex Checkmate slip-in check valve or approved equal. The unit bid price per each for "8 Inch Gate Valve MJ x FL or MJ x MJ or FL x FL" constitutes complete compensation for all labor, materials, tools, supplies and equipment required to install the type and diameter of valve complete and in place, including but not limited to: verifying existing pipe type, location and fittings; furnishing and installing the gate valve where shown on the plans and all necessary fittings and appurtenances; furnishing and installing the valve box top section, lid, and base section; section of 8" ductile iron pipe, and connection to existing storm system as shown on plan; trenching; dewatering; backfilling and compacting selected materials. Horseshoe Secondary Levees Ph II/Horn 7 - 7 July 11, 2012 Project Number 09-3005 7 "Adjust 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 items constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to adjust the specified structure to final finished grade as shown on the plans and described in the specifications. This work includes but shall not be limited to: excavating; dewatering; installing; connecting new or existing pipes, backfilling; compacting; surface restoration; referencing for future locates prior to final overlay; and storm drain stenciling. Adjusting the grade by adding or removing risers, grade rings, or sections as required 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 "Locking Manhole Frame and Cover" constitutes complete compensation for all labor, materials tools P P , supplies and equipment necessary to furnish and install the new frame and cover or grate as shown on the plans and described in the specifications. This price shall also include adjusting the new frame and cover or grate to match final grades. Any adjustments made prior to the final finished elevation shall be considered incidental. "Solid Locking Catch Basin Frame and Cover" "Vaned Catch Basin Frame and Grate" The unit contract price per each for the above items constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install the new frame and cover or grate as shown on the plans and described in the specifications. This price shall also include adjusting the new frame and cover or grate to match final grades. Any adjustments made prior to the final finished elevation shall be considered incidental. The unit contract price per each for "Thermoplastic Storm Drain Stenciling" constitutes complete compensation for furnishing all labor, tools, equipment, supplies and materials necessary or incidental to the installation of the thermoplastic storm drain pollution markers and other work as specified. Also see Section 7-05.3(6) and 8-22 of the Kent Special Provisions. 7-08 GENERAL PIPE INSTALLATION REQUIREMENTS SECTION 7-08.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.2 Materials All pipe shall be of the type and material specified in the bid proposal, shown on the plans or specified herein. All materials used for construction of sanitary sewer and storm drainage systems and appurtenances shall be new and undamaged. All materials used shall be subject to inspection by the City prior to use. The Horseshoe Secondary Levees Ph II/Horn 7 - 8 July 11, 2012 Project Number 09-3005 7 Contractor shall provide the City with shop drawings, manufacturer's specifications and certificates of materials as requested. The materials referred to herein, shall conform to the applicable provisions of the WSDOT Standard Specifications, the Kent Special Provisions and the manufacturer's recommended installation procedures. See the following Sections of the WSDOT Standard Specifications and the Kent Special Provisions: Hot Mix Asphalt ............................... 5-04.2 Cement Concrete Pavement .............. 5-05.2 Culverts ......................................... 7-02.2 Storm Sewers ................................. 7-04.2 Manholes, Inlets and Catch Basins...... 7-05.2 Sanitary Sewer................................ 7-17.2 Crushed Surfacing ........................... 9-03.9(3) Gravel Backfill for Pipe Zone Bedding.. 9-03.12(3) Gravel Borrow ................................. 9-03.14(1) Foundation Material Class I and II ...... 9-03.17 Bank Run Gravel for Trench Backfill.... 9-03.19 SECTION 7-08.3(1)A IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.3(1)A Trenches If well points are used for dewatering pipe trenches, they shall be adequately spaced to provide the necessary dewatering and shall be sandpacked and/or other means used to prevent pumping of fine sands or silts from the sub-surface. A continual check by the Contractor shall be maintained to insure that the sub-surface soil is not being removed by the dewatering operation. Once commenced, the dewatering operation shall be continuous until construction and backfilling in the dewatered area is complete. Pump shutdown shall be accomplished in an approved gradual manner. The Contractor shall provide enough facilities and personnel to maintain continuous operation once commenced. Such continuous operation shall be the responsibility of the Contractor. In the event of damage to the trench foundation as determined by the Engineer, or to the ditch walls, or other operations resulting from the failure of the Contractor to maintain the dewatering operation, the complete cost of all repairs shall be borne by the Contractor. It shall be the sole responsibility of the Contractor to dispose of all waters resulting from its dewatering operation. This responsibility also includes choice of method, obtaining regulatory agency approvals, complying with state water quality standards and other agency requirements. Horseshoe Secondary Levees Ph II/Horn 7 - 9 July 11, 2012 Project Number 09-3005 7 Each Individual project and dewatering operation shall be evaluated individually to determine exact requirements; however, in general the following conditions will apply. 1. Disposal Into the existing storm drain facilities (pipes, channels, ditches, etc.) may be acceptable if the Contractor obtains the necessary permits and approvals. 2. Discharge to existing storm drain facilities shall not result in a violation of state water quality standards for surface water, Chapter 173-203 WAC. 3. The Contractor shall monitor discharge and receiving water(s) as required to verify that water quality standards are being met. 4. If necessary to meet standards and approval requirements, the Contractor shall treat the water prior to discharge. A settling pond may be an acceptable method of treatment. Any damage, as determined by the Engineer to properties or improvements resulting from an inadequate disposal (water) operation shall be the responsibility of the Contractor, Including repairs, replacements and/or restoration. Where required or where directed by the Engineer, stabilization of the trench bottom shall be in accordance with Section 7-08.3(1)A of the WSDOT Standard Specifications. Excavation of the unsuitable material shall be considered as trench excavation. The unsuitable material shall be disposed of by the Contractor. Backfill unsuitable material excavations with Foundation Material Class I or II meeting the requirements of Section 9-03.17 of the Kent Special Provisions with the class called for in the bid proposal, on the plans or by the Engineer in the field. Trench excavation shall include the required pavement removal for construction of the trench. See Section 2-02.3(3) of the Kent Special Provisions. SECTION 7-08.3(1)C IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.3(1)C Bedding the Pipe Bedding shall be placed in accordance with Standard Plan B-55.20-00. Bedding material shall be in accordance with Section 9-03.12(3) of the Kent Special Provisions. Bedding material shall be tamped in layers under, around and above the pipe to adequately support and protect the pipe. The Contractor shall use compaction equipment approved by the Engineer to obtain adequate compaction of the bedding material. Unless otherwise approved by the Engineer, adequate compaction shall be construed to mean to at least 95 percent of the maximum density measured in accordance with ASTM D-1557. Horseshoe Secondary Levees Ph II/Horn 7 - 10 July 11, 2012 Project Number 09-3005 7 The pipe shall be protected from damage when compacting. At least two feet of cover is required over the pipe prior to using heavy compaction equipment. SECTION 7-08.3(2)B IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.3(2)B Pipe Laying - General At locations of pipe crossing between new or existing pipes the minimum vertical clearance shall be one and one-half foot unless otherwise approved by the Engineer. If this clearance cannot be obtained, the Contractor shall install a 2-inch thick 1-2 PSF styrofoam cushion between the pipes. The cushion shall be Installed longitudinally with the lower pipe. The cushion width shall be equal to the lower pipe diameter and the length shall be one foot greater than the upper pipe diameter. It should be noted that field adjustment of specified slopes for storm and sanitary side sewers are permissible, if approved by the Design Engineer, to obtain the minimum clearances. External or internal grouting or repair by use of collars on the new sanitary or storm sewer line will not be an acceptable means of repair, should repair be necessary. All pipe, adaptors, tees, and other fittings shall be used for the purpose intended by the manufacturer and shall be installed according to manufacturer's recommendations. SECTION 7-08.3(2)G IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.3(2)G Jointing of Dissimilar Pipe Connections of Ductile or Cast Iron Pipe to Concrete Pipe or PVC Pipe will be done by the use of Cast Transition or reducing couplings (Romac 501 or equivalent). SECTION 7-08.3(2)H IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.3(2)H Sewer Line Connections Where indicated on the plans or where directed by the Engineer, connections shall be made to the existing storm drain/sewer systems by the Contractor in accordance with applicable portions of the WSDOT Standard Specifications and Kent Special Provisions in a workmanlike manner satisfactory to the Engineer. Horseshoe Secondary Levees Ph II/Horn 7 - 11 July 11, 2012 Project Number: 09-3005 7 SECTION 7-08.3(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION; 7-08.3(2)J Pipe Laying - PVC For PVC pipe, the Contractor shall maintain a cover over the pipe to prevent temperature deformation caused by the sun and shall remove such cover only for a sufficient time to allow the pipe to be installed. When making field cuts of PVC pipe, a new reference line shall be marked on the spigot end a distance of 4-5/8 inches from said end. Said end will provide a visual means of determining whether full Insertion of the spigot into the bell has been made during Installation. SECTION 7-08.3(4) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.3(4) Plugging Existing Pipe Existing pipes being plugged shall be plugged with concrete at both ends and shall otherwise be in accordance with Section 7-08.3(4) of the WSDOT Standard Specifications. SECTION 7-08.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 7-08.3(5) Street Restoration Unless otherwise shown on the plans, street restoration shall be in accordance with the following requirements: Where cuts have been made in either asphalt concrete pavement, or in oil mats, the Contractor shall reconstruct the trench areas with a 3 inch thick asphalt concrete patch placed on a 2 inch thickness of crushed surfacing top course over a 4 inch thickness of crushed surfacing base course or as directed by the Engineer in the field. However, where cuts have been made in an asphalt concrete pavement section to be overlayed, the Contractor shall reconstruct the trench with a 2 inch thick asphalt concrete patch with a 2 inch asphalt overlay for a total of 4 inches of asphalt concrete pavement over 2 inches of crushed surfacing top course over 4 inches crushed surfacing base course. In all cases, the asphalt and crushed surfacing thickness for the patch shall meet or exceed the existing pavement section. Upon approval of the Engineer, Controlled Density Fill may be used to back fill the narrow trenches where it is difficult to compact crushed surfacing. In these cases the asphalt concrete layer shall increase to a minimum of 2 inches greater than the existing section. Where cuts have been made in cement concrete pavement, the Contractor shall reconstruct the trench area with a 6 inch thick cement concrete patch placed on a 6 inch thickness of crushed Horseshoe Secondary Levees Ph II/Horn 7 - 12 July 11, 2012 Project Number 09-3005 7 surfacing top course. In all cases, the cement concrete and crushed surfacing thickness for the patch shall meet or exceed the existing pavement section. Where there is an existing asphalt overlay over cement concrete pavement, the cement concrete shall be patched to original grade as above and then overlaid with an asphalt concrete patch to existing grade. All gravel shoulders shall be restored to their original condition and shape. The Contractor shall spread a 2 inch thick layer of crushed surfacing on the shoulder. The shoulder shall be finished with a grader after backfilling and compacting and before spreading the crushed surfacing. Permanent surface treatments and pavements shall not be placed until an as-built survey and testing of the new underground utilities have been completed. Verification that utility construction conforms to the line and grade requirements of Section 7-08.3(2)B of the WSDOT Standard Specifications shall be made by the Engineer prior to authorizing paving to begin. Also, each new utility must pass all appropriate tests specified herein for the type of utility prior to paving. SECTION 7-08.4 IS REVISED BY DELETING THE FIRST PARAGRAPH AND REPLACING WITH THE FOLLOWING: 7-08.4 Measurement Gravel backfill for foundation and gravel backfill for pipe zone bedding shall be measured by the ton, including haul. SECTION 7-08.S IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.5 Payment The unit contract price per ton for "Pipe Zone Bedding" constitutes complete compensation for all labor, material, tools, supplies, and equipment necessary or incidental to furnish and place bedding material as shown on the plans and described in the specifications. This includes but shall not be limited to: excavating, loading, hauling, mixing, placing, shaping, and compacting. Reference WSDOT Standard Plan B-55.20-00. The unit contract price per ton for "Foundation Material, Class I and II" constitutes complete compensation for all labor, material, tools, supplies, and equipment necessary or incidental to furnish and place foundation material as shown on the plans and described in the specifications. This includes but shall not be limited to: excavating, loading, hauling, mixing, placing, shaping, and compacting. Horseshoe Secondary Levees Ph II/Horn 7 - 13 July 11 2012 Project Number 09-3005 7 The unit contract price per ton for "Bank Run Gravel for Trench Backfill" constitutes complete compensation for all labor, material, tools, supplies, and equipment necessary or incidental to furnish and place the bank run gravel for trench backfill as shown on the plans and described in the specifications. This includes but shall not be limited to: excavating, loading, hauling, mixing, placing, shaping, and compacting. The actual quantity for bank run gravel for trench backfill is unknown since selected materials will be used wherever possible. The City has entered a quantity in the proposal for the purpose of providing a common proposal for all bidders. The unit contract price per ton for "Fine Aggregate Gradation for Portland Cement Concrete" constitutes complete compensation for all labor, material, tools, supplies, and equipment necessary or incidental to furnish and place the fine aggregate gradation material as shown on the plans as a seepage collar on the landside of the berm and as described in Section 7-04.3. This includes, but shall not be limited to: excavation, loading, hauling, placing, shaping and compaction. 7-12 VALVES FOR WATER MAINS SECTION 7-12.2 IS REVISED BY SUPPLEMENTING THE FIRST PARAGRAPH WITH THE FOLLOWING: 7-12.2 Materials The following materials shall meet the requirements of the following sections of the Kent Special Provisions: Valve Stem Extensions ...................9-30.3(6) 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 removal of the old unit. The new structure shall then be installed to proper grade utilizing the same methods of construction as specified for new construction in Section 7- 12 of the WSDOT Standard Specifications and the Kent Special Provisions. All valves covered by new paving shall be uncovered and adjusted to grade within 72 hours. Horseshoe Secondary Levees Ph II/Horn 7 - 14 July 11, 2012 Project Number 09-3005 7 SECTION 7-12.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 7-12.5 Payment Payment will be made in accordance with Section 1-04.1, for the following bid items when they are included in the Proposal: The unit contract price per each for "Adjust Existing Valve Box Top Section and Lid to Finished Grade" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to adjust the valve box top to final finished grade as shown on the plans and described in the specifications. This work includes but shall not be limited to: referencing for future locates prior to overlay, excavating, backfilling, compacting, surfacing and restoration. Any adjustments made prior to the final finished elevation shall be considered incidental to this bid item. Reference Kent Standard Plan 3-7. The unit bid price per each for "Valve Operating Nut Extender" constitutes complete compensation for all labor, materials, tools, supplies and equipment required to furnish and install the valve nut extension per Kent Standard Plan 3-7. Valve nut extensions shall be placed where designated on the drawings or as directed by the Engineer. The cost of valve nut extenders for new 6" or 8" gate valves, shall be included in the cost of the valves. 7-14 HYDRANTS SECTION 7-14.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-14.2 Materials The following materials shall meet the requirements of the following sections of the Kent Special Provisions: Fire Hydrants ........................... 9-30.5 Hydrant Dimensions .................. 9-30.5(2) Fire Hydrant Guard Posts ........... 9-30.5(6) 7-14.3 Construction Requirements SECTION 7-14.3(1) IS REVISED BY DELETING THE FOURTH PARAGRAPH AND REPLACING IT WITH THE FOLLOWING: 7-14.3(1) Setting Hydrants After all installation and testing is complete, the exposed portion of the fire hydrant shall be painted with one field coat of metal primer and two coats of oil based white colored paint. The white hydrant paint shall be Farwest Wonderglow Quickset 1100 white high gloss, oil base fast drying paint or equal approved by the Water Department. Horseshoe Secondary Levees Ph II/Horn 7 - 15 July 11, 2012 Project Number, 09-3005 7 SECTION 7-14.3(2)C IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-14.3(2)C Hydrant Guard Posts Concrete fire hydrant guard posts shall be furnished and Installed with fire hydrants as directed by the Engineer. Guard posts shall be burled to a minimum depth of three feet (3'). Guard posts shall not be set higher than the top of the fire hydrants, they shall be plumb, and where more than one post is used at a hydrant, they shall be set with their tops at the same elevation. Posts shall be located to leave a minimum 3-foot radius of unobstructed working area around the face of the fire hydrant. Final location of guard posts is subject to the approval of the Engineer. The exposed portion of the guard post shall be painted with two coats of approved white concrete paint. SECTION 7-14.3(3) IS REVISED BY DELETING THE FIRST PARAGRAPH AND REPLACING IT WITH THE FOLLOWING: 7-14.3(3) Resetting Existing Hydrants Where existing hydrants are shown on the plans for adjustments to conform to new street alignment or grade or installation of new utilities or all three, the hydrant shall be relocated without disturbing the location of the hydrant lateral tee at the main. SECTION 7-14.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-14.5 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 bid price per each for"Hydrant Assembly" constitutes complete compensation for all labor, materials, and equipment necessary or incidental to furnishing and installing fire hydrant assemblies, including, but not limited to: the 6-inch fire hydrant, the 6-inch resilient wedge gate valve, the valve box, the 6-inch diameter ductile iron pipe joining the gate valve to the fire hydrant, furnishing and installing the main line tee, all costs for shackles, rods, concrete blocking, gravel backfill, painting, guard posts and anything else required for the complete installation and testing of the hydrant assembly as specified. Reference Kent Standard Plan 3-1. The unit contract price per each for "Remove Existing Hydrant Assembly" constitutes complete compensation for all labor, material, and equipment necessary for the removal of existing hydrants, including, the delivery of the unit to the City of Kent Shops as noted in Section 2-02.3. Guard post installation for fire hydrants shall be considered incidental to fire hydrant work of all kinds, unless a specific bid item for guard posts is listed in the proposal. Horseshoe Secondary Levees Ph IIJHorn 7 - 16 July 11, 2012 Project Number 09-3005.7 SECTION 7-15 IS DELETED AND REPLACED WITH THE FOLLOWING: 7-15 SERVICE CONNECTIONS 7-15.1 Description This work consists of Installing the service connections from the water main to the customer's service meter including meter setter; from the customer's service meter to the property or easement line; and where shown on the plans, from the service meter to the customer's service line. Service connections for commercial users as well as residential users are included. This work also includes replacing existing service lines including new service connections, new pipe, new meter boxes and setters as required and relocating meters or combinations thereof. Also included is abandonment and disconnection of service lines being replaced at the City main line. 7-15.2 Materials The following materials shall meet the requirements of the following sections of the Kent Special Provisions: Polyethylene Pipe.................... 9-30.6(3)B Service Fittings....................... 9-30.6(4) Meter Setters ......................... 9-30.6(5) 7-15.3 Construction Details 7-15.3(1) General Service lines from the water main to the meter setter and from the meter setter to the property or easement line shall be one piece and at least 1 inch in diameter iron pipe size (IPS). Meter setters shall be of the appropriate size for the size of the meter to be installed and reducing bushings shall be installed when the existing meter size is less than 1 inch. Pipe materials used for service lines shall be either Type K copper tubing without sweat-joints, or ultra-high molecular weight, high density polyethylene (PE) plastic pipe, only. Pipe materials used for water service lines on private property, and installed by the customer shall conform to the Uniform Plumbing Code. It is the customer's responsibility to install and maintain the service line between the property or easement line and the facility being served. The Contractor shall notify all customers affected, the City Water Department, and the Engineer at least two working days prior to working on live services. The Contractor is responsible for planning and Horseshoe Secondary Levees Ph II/Horn 7 - 17 July 11, 2012 Project Number. 09-3005.7 coordinating Its work such that water service will be resumed with the least possible Inconvenience to the water users. The location of existing water service laterals and service Imes between the water main and the water meter shall be determined and marked in the field or otherwise located by the City Water Department. 7-15.3(6) Water Meters Water meters shall be located behind City sidewalks when sidewalks are present or scheduled for immediate construction. If in case the water meter must be located within the sidewalk, as determined by the Engineer, no portion of the water meter box shall be closer than 6 inches to any edge of the sidewalk. In the case when City sidewalks are not present or scheduled for immediate construction, new water meters shall be located 2 feet from the right-of-way or easement line and inside the right-of-way or easement. In all cases the angle stop shall be installed 9 Inches below finished grade SECTION 7-15.4 IS DELETED AND REPLACED WITH THE FOLLOWING: 7-15.4 Measurement Measurement of service connections, relocating existing water meters, meter setters, compound meter assemblies, water meters, meter boxes and abandon water service will be made per each. Measurement of new water service line will be made per linear foot. SECTION 7-15.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 7-15.5 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 Meter Box to Finish Grade" constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to adjust the meter box to final grade at the locations shown on the plans and described in the specifications. The unit contract price per each for "Relocating Water Meter Assembly" constitutes complete compensation for relocation of existing water meter assembly including, but not limited to, removing and cleaning the meter assembly, reinstalling the meter assembly at the location shown on the plans, reconnecting to the service line pipe, all excavation, backfill, restoration, pipe fittings or adaptors, testing, flushing, disinfection and testing of the service connection. Horseshoe Secondary Levees Ph II/Horn 7 - 18 July 11, 2012 Project Number 09-3005 7 7-17 SANITARY SEWERS SECTION 7-17.2 ZS SUPPLEMENTED BY ADDING THE FOLLOWZNG: 7-17.2 Materials All sewer pipe for this project shall be solid wall PVC (Polyvinyl Chloride), SDR 35, conforming to Section 9-05.12(1) of the WSDOT Standard Specifications or ductile iron pipe, Class 50 conforming to Section 9-05.13 of the WSDOT Standard Specifications. All sewer pipe fittings shall be of the same materials as the pipe. 7-17.3 Construction Requirements SECTION 7-17.3(1) ZS SUPPLEMENTED BY ADDING THE FOLLOWZNG: 7-17.3(1) Protection of Existing Sewerage Facilities The Contractor shall have the sole responsibility for providing and maintaining an adequate sewage bypass system through the project for the duration of the sanitary sewer construction. The adequacy of the bypass system shall be determined by the Engineer and corrected by the Contractor as directed by the Engineer. The connection between the new sewers and the existing sewer mains shall be plugged and tied off to the top manhole step and left in place until the new piping and the plugged manhole have been cleaned, pressure tested, TV camera inspected, and ready for City Council acceptance. 7-17.3(2) Cleaning and Testing SECTION 7-17.3(2)A ZS SUPPLEMENTED BYADDZNG THE FOLLOWING: 7-17.3(2)A General All sewer pipe shall be thoroughly cleaned to remove any solids or construction debris that may have entered the pipe during construction by jet cleaning or flush and pigging as approved by the City. The Contractor shall be responsible to insure that material flushed from sewers are trapped, and do not enter the downstream system. The City shall approve the Contractors method prior to cleaning sanitary sewer mains. The rate of flushing shall be such that the flow will not overload the downstream sewers. The flushing of a sewer main tributary to a lift station shall be coordinated with the Operations Division to insure that the lift station is not overloaded. City water used for cleaning sewer lines is not metered, but shall pass through an approved double check valve assembly. Horseshoe Secondary Levees Ph II/Horn 7 - 19 July 11, 2012 Project Number 09-3005 7 SECTION 7-17.3(2)F IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-17.3(2)F Low Pressure Air Test for Sanitary Sewers Constructed of Non Air Permeable Materials All testing shall be verified by the City Inspector. All sewer mains and appurtenances shall be air pressure tested for leakage in accordance with Section 7-17 of the WSDOT Standard Specifications as modified by the following: Procedure for Air Testing Sanitary Sewer Lines For PVC and Ductile Iron Noe - The Contractor shall furnish all facilities and personnel for conducting the test under the observation of the Engineer. The equipment and personnel shall be subject to the approval of the Engineer. The Contractor may desire to make an air test prior to backfilling for its own purposes. However, the acceptance air test shall be made after backfilling has been completed and compacted. All wyes, tees, or ends of side sewer stubs shall be plugged with flexible-joint caps, or acceptable alternates, securely fastened to withstand the internal test pressures. Such plugs or caps shall be readily removable, and their removal shall provide a socket suitable for making a flexible-jointed lateral connection or extension. Immediately following pipe cleaning, the pipe installation shall be tested with low-pressure air. Air shall be slowly supplied to the plugged pipe installation until the internal air pressure reaches 4.0 pounds per square inch greater than the average back pressure of any ground water that may submerge the pipe. At least two minutes shall be allowed for temperature stabilization before proceeding further. Then, disconnect the air supply and wait until the pressure drops to 3.5 psig greater than the average back pressure of groundwater. The pressure shall be held to the time indicated on the attached tables. Groundwater Pressure p = 0.4332 (z) z = Distance between groundwater surface and centerline of pipe in feet. p = Average back pressure of groundwater above the centerline of the pipe in psi. If the pipe installation fails to meet these requirements, the Contractor shall determine at its own expense the source or sources of leakage, and he shall repair (if the extent and type of repairs proposed by the Contractor appear reasonable to the Engineer) or replace all defective materials or workmanship. The completed pipe installation shall meet the requirements of this test before being considered acceptable. Horseshoe Secondary Levees Ph II/Horn 7 - 20 July 11, 2012 Project Number 09-3005 7 Caution - When air testing adequate bracing is required to hold plugs in place to prevent the sudden release of compressed air. A pressure of 4 psig against an 8-inch plug will cause a force of approximately 200 lbs.; against a 12-inch plug, 450 lbs. The compressed air acts as a spring. Prover precaution must be taken to prevent this force from propelling the plug from the pipe like a bullet. For systems where groundwater is negligible, at the inspector's discretion, pressure shall be maintained at 4.0 psig with no drop at the time indicated on the attached graphs. LENGTH OF 6 INCH PIPE (FEET) 0 50 100 150 200 250 300 350 400 U U 0 0 40 80 118 158 198 238 278 316 Z 50 70 110 150 190 228 268 308 348 356 op LU W 100 140 180 220 260 300 338 374 372 368 � iL 150 212 250 290 330 370 390 386 382 378 O V W 200 282 322 360 400 404 398 394 390 386 0., 250 352 392 428 418 410 404 400 396 392 Z a 300 422 440 430 422 416 410 404 400 396 W 350 454 442 434 426 420 414 410 404 402 J 400 454 444 436 428 422 418 412 408 404 Time in seconds required for decompression from 3.5 psig to 3.0 psig. LENGTH OF 6 INCH PIPE (FEET) = 0 50 100 150 200 250 300 350 400 U 0 0 40 80 118 158 198 238 278 316 N 50 110 150 190 228 268 308 348 384 380 o ll- W 100 220 260 300 338 378 418 420 414 406 74 LL LL 150 330 370 410 448 466 454 444 434 428 G w 200 440 480 514 496 482 470 460 450 444 w 250 550 542 522 506 494 482 472 464 456 UIL 300 566 544 528 514 502 492 482 474 466 LU 350 566 548 534 520 508 494 490 482 474 400 566 550 538 526 514 504 496 488 482 Time in seconds required for decompression from 3.5 psig to 3.0 psig. LENGTH OF 6 INCH PIPE (FEET) = 0 50 100 150 200 250 300 350 400 U 0 0 40 80 118 158 198 238 278 316 w 50 158 198 238 278 316 356 396 416 408 N W 100 316 356 396 436 476 492 476 464 454 LL LL 150 476 514 554 566 544 526 510 496 486 w 200 634 642 612 584 566 550 534 522 510 w 250 680 650 624 602 582 566 552 540 528 c7a 300 680 654 632 612 596 580 566 554 544 w 350 680 658 638 620 604 590 578 566 556 J 400 680 660 642 626 612 600 588 576 566 Time in seconds required for decompression from 3.5 psig to 3.0 psig. Horseshoe Secondary Levees Ph II/Horn 7 - 21 July 11, 2012 Protect Number 09-3005 7 LENGTH OF 6 INCH PIPE (FEET) = 0 50 100 150 200 250 300 350 400 Z 0 0 40 80 118 158 198 238 278 316 ►r � 50 248 288 326 376 406 446 486 476 462 Diu 100 496 534 574 614 624 596 572 552 530 U. LL 150 742 782 742 704 672 646 624 604 586 w 200 850 804 766 732 704 680 658 640 624 N 250 850 812 t79 752 726 704 684 666 652 l7 a 300 850 818 766 742 722 704 688 672 LU 350 850 822 776 756 736 720 704 690 J 400 850 826 804 784 766 748 732 718 704 Time in seconds required for decompression from 3.5 psig to 3.0 psig. LENGTH OF 6 INCH PIPE (FEET) 0 50 100 1 150 200 250 300 350 400 w 0 0 40 80 118 158 198 238 278 316 w 50 356 396 436 476 314 554 566 544 526 U.0 100 712 752 792 794 748 710 680 654 632 = a 150 1020 952 896 850 810 778 748 722 700 a 200 1020 968 922 884 850 820 794 770 748 Z 250 1020 978 940 906 876 850 826 804 784 LU 300 1020 984 952 922 896 872 850 830 810 z 350 1020 990 960 916 912 890 868 850 832 400 1020 992 968 944 922 902 884 866 850 Time in seconds required for decompression from 3.5 psig to 3.0 psig. LENGTH OF 6 INCH PIPE (FEET) 0 50 100 150 200 250 300 350 400 w 0 0 40 80 118 158 198 238 278 316 lV w 50 634 674 712 752 792 794 748 710 680 LLI0 v 100 1268 1246 1156 1082 1020 968 922 884 850 = a 150 1360 1282 1214 1156 1106 1060 1020 984 952 f- M 200 1360 1300 1246 1200 1156 1118 1082 1050 1020 a Z 250 1360 1312 1268 1228 1190 1156 1124 1096 1068 J U 300 1360 1320 1282 1246 1214 1184 1156 1130 1106 Z 350 1360 1324 1292 1262 1232 1206 1180 1156 1134 N 400 1360 1330 1300 1272 1246 1222 1200 1178 1156 Time in seconds required for decompression from 3.5 psig to 3.0 psig. SECTION 7-17,3(2)H IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-17.3(2)H Television Inspection All new sanitary sewer extensions shall be TV camera inspected by the City Operations Division prior to acceptance. All construction must be completed and approved by the inspector prior to the TV inspection. All manholes shall be channeled, and grade rings set in place prior to TV Horseshoe Secondary Levees Ph II/Horn 7 - 22 July 11, 2012 Project Number 09-3005 7 inspection by the City. The casting and top grade ring, do not have to be mudded in until after the final grade is established. SECTION 7-17.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION; 7-17.3(2)I Vacuum Testing of Sanitary Manholes All new sanitary sewer manholes shall be vacuum tested by the City Operations Division prior to acceptance to ensure it-is air-tight and not susceptible to infiltration. On projects with more than one manhole, the Contractor shall have all of the manholes ready for testing prior to scheduling the air-testing with the project inspector. Manholes will not be considered ready for testing until all grouting has been performed and the frame and cover have been grouted in place It is the responsibility of the Contractor to ensure all manholes are ready for testing prior to scheduling the testing through the inspector. Manholes not ready for testing shall receive a failing mark and a re-test shall be scheduled through the inspector once the manhole is ready. All retests after failure shall be at the Contractor's expense. The Contractor shall bear all costs for correction of deficiencies found during the vacuum testing, including the actual or overtime costs of city crew for additional vacuum testing to verify the correction of deficiencies. SECTION 7-17.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-17.5 Payment The unit contract price per lineal foot for "PVC Sewer Pipe, 8 Inch Diameter" shall be complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install the pipe at the locations shown on the plans and described in the specifications. The bid item price includes but is not limited to: trench excavation; unsuitable material excavation, hauling, dewatering; backfill and compaction (when native material is to be used), surface restoration, and cleanup. The bid price shall also include fittings, wyes, tees, plugs, and joint materials; connection to new or existing manholes and pipes, air testing; coordination for TV inspection, additional costs for overtime work when working on weekends, and any sewage bypass systems used. Horseshoe Secondary Levees Ph II/Horn 7 - 23 July 11, 2012 Project Number. 09-3005.7 DIVISION 8 - MISCELLANEOUS CONSTRUCTION 8-01 EROSION CONTROL AND WATER POLLUTION CONTROL SECTION B-01.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.1 Description This work consists of temporary erosion and sedimentation control procedures (TESCP) as shown on the construction plans, specified in these special provisions, and ordered by the Engineer as work proceeds The TESCP are intended to minimize erosion and sedimentation as well as protect waters of the state and the city's municipal separate storm sewer system (MS4) as required by law. SECTION B-01.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.2 Materials Materials shall meet the requirements of the fallowing sections of the Kent Special Provisions and the WSDOT Standard Specifications: Seed ....................................8-01.3(2)B and 9-14.2 Fertilizer ...............................8-01.3(2)B and 9-14.3 Mulch and Amendments ..........8-01.3(2)D and 9-14.4 Tackifier ...............................8-01.3(2)E and 9-14.4(7) 8-01.3 Construction Requirements SECTION 8-01.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.3(1) General Preventing and controlling pollution, erosion, runoff, and related damage requires the Contractor to install temporary stormwater best management practices (BMPs) as per the plans and as directed by the City. As site conditions dictate, additional BMPs may be required. The contractor shall anticipate the need for additional best management practices and propose necessary changes to the City. Should the Contractor fail to install the required temporary erosion and sediment control (TESC) measures or to perform maintenance in a timely manner, or fail to take immediate action to install additional approved measures, all fines, cost of cleanup, costs for delays and down time shall be borne by the Contractor. All cost for this work shall be paid for under the unit contract bid prices. The upgrading of the TESCP facilities shall not constitute a basis for additional working days for this project. Horseshoe Secondary Levees Ph II/Horn 8 - 1 July 11, 2012 Project Number 09-3005 7 The Contractor shall provide the Engineer a minimum of two working days notice prior to clearing adjacent to any wetland, creek or other sensitive area. During the construction period, no disturbance beyond the flagged clearing limits shall be permitted. The flagging shall be maintained by the Contractor for the duration of construction. The TESC facilities shall be in accordance with and conform to the Kent Surface Water Design Manual, the WSDOT Standards Specifications, and the Ecology Construction Stormwater General Permit (if applicable), except as modified by the Kent Design and Construction Standards or these Kent Special Provisions. It shall be the responsibility of the Contractor to notify the City at once of any TESC deficiencies or changes in conditions such as rutting and or erosion that may occur during construction. The Contractor may recommend possible solutions to the Engineer in order to resolve any problems that are occurring. The requirements of this section shall apply to all areas of the site subject to construction activity as described in the WSDOT Standard Specifications, the Kent Special Provisions and contract plans, including Contractor construction support facilities, Contractor personnel parking areas, equipment and material storage/laydown areas, and other areas utilized by the Contractor for completion of the work. Nothing in this section shall relieve the Contractor from complying with other contract requirements. SECTION 8-01.3(1)A IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.3(1)A Submittals Prior to the start of any construction activities, the Contractor shall submit for the Engineer's review and approval, the following, as necessitated by the work: 1. Dewatering Plan 2. Spill Prevention Control and Countermeasures Plan 3. Stream Bypass Plan for in-water work 4. Name and contact info for Contractor's CESCL SECTION 8-01.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 8-01.3(1)F Applicable Regulations and Criteria All construction activities are subject to applicable federal, state, and local permits. The Contractor shall comply with requirements of applicable state and local regulatory requirements, including, but not limited to the following: 1. WAC 173-201A Water Quality Standards for Surface Waters of the State of Washington 2. RCW 90.48.080 Discharge of pollutants prohibited Horseshoe Secondary Levees Ph II/Horn 8 - 2 July 11, 2012 Project Number 09-3005 7 3. City of Kent 2002 Surface Water Design Manual 4. Construction Stormwater General Permit - WA Department of Ecology 8-01.3(1)G Water Quality Monitoring Sampling of site stormwater discharges is only required if the project is covered under the WA Department of Ecology Construction Stormwater General Permit or if there is a suspected discharge that exceeds state water quality standards. If the project is covered under the Construction Stormwater General Permit, then the Contractor shall conduct sampling as per the conditions listed in the permit. Any results that are outside the appropriate range of compliance will require immediate implementation of adaptive management as outlined in applicable permits, stormwater pollution prevention plan, and as directed by the Engineer. All sampling records shall be submitted to the Engineer by the last day of the monitoring period. All necessary adaptive management requirements shall be the responsibility of the Contractor to implement and maintain. All costs for this work shall be included in the various unit contract bid prices. 8-01.3(2) Seeding, Fertilizing and Mulching SECTION 8-01.3(2)B IS DELETED AND REPLACED WITH THE FOLLOWING: 8-01.3(2)B Seeding and Fertilizing Topsoil and all other unpaved and unsodded areas within easements and right-of-way disturbed as part of this project shall be seeded. Hydroseeding shall be the method of seed application. Hydroseed shall consist of a slurry composed of water, seed, fertilizer, tackifier, and mulch and shall be evenly broadcast over areas to be seeded. All work shall conform in all respects to Section 8-01 of the WSDOT Standard Specifications, except as modified herein. The Contractor shall notify the Engineer not less than 48 hours in advance of any hydroseeding operation and shall not begin the work until areas prepared or designated for hydroseeding have been approved. Following the Engineer's approval, hydroseeding of the approved slopes shall begin immediately. Hydroseeding shall not be done during windy weather or when the ground is frozen, excessively wet, or otherwise untillable. Horseshoe Secondary Levees Ph II/Horn 8 - 3 July 11, 2012 Project Number 09-3005 7 Hydroseed mixture to be applied by an approved hydro seeder which utilizes water as the carrying agent, and maintains continuous agitation through paddle blades. It shall have an operating capacity sufficient to agitate, suspend, and mix Into a homogeneous slurry the specified amount of seed and water or other material. Distribution and discharge lines shall be large enough to prevent stoppage and shall be equipped with a set of hydraulic discharge spray nozzles that will provide a uniform distribution of the slurry. The seed and fertilizer cannot be placed in the tank more than 30 minutes prior to application. The seed and fertilizer shall have a tracer added to visibly aid uniform application. This tracer shall not be harmful to plant and animal life. If wood cellulose fiber is used as a tracer, the application rate shall not exceed 25 pounds per acre. Areas where hydroseeding is not practical must be seeded by approved hand methods as approved by the engineer. When seeding by hand, Contractor shall incorporate seed into the top 1/4 inch of soil. The hydroseed slurry shall consist of the following materials mixed thoroughly together and applied in the quantities indicated. 1. Grass Seed: Mixture shall be fresh, clean, new crop seed. Seed to be mixed mechanically on the site or may be mixed by the dealer. If seed is mixed on site, each variety shall be delivered in the original containers bearing the dealer's guaranteed analysis. If seed is mixed by the dealer, the Contractor shall furnish to the Engineer the Dealer's guaranteed statement of the composition of the mixture and the percentage of purity and germination of each variety. Grass seed shall be purchased from a recognized distributor and shall be composed of the varieties mixed in the proportions indicated in the WSDOT Standard Specifications and Kent Special Provisions. Seed shall meet the minimum percentages of purity and germination specified Section 9-14.2 of the Kent Special Provisions. Seed shall be applied at the rate of 120 pounds per acre. The Contractor shall protect seed from hydration, contamination, and heating during delivery, storage, and handling. Seed shall be stored in a cool dry location away from contaminants. Mix A shall be used as the standard hydroseed mix unless otherwise specified herein or on approved project plans. Mix B shall be used exclusively for seeded areas adjacent to grass lawns, within seeded medians, and within seeded traffic islands. In addition, Mix B shall be used for all seeded areas not specifically showing Mix A on the plans, or where otherwise directed by the Engineer. Horseshoe Secondary Levees Ph II/Horn 8 - 4 July 11, 2012 Project Number 09-3005 7 2. Water: The Contractor shall begin maintenance immediately after seeding for a minimum of ten (10) weeks or longer as needed. Water seeded areas before hydroseed slurry has completely dried out. Water slowly and thoroughly with fine spray nozzle. Water the hydroseeded areas at least twice daily (in the early morning and late afternoon) until the grass is well established as determined by the Engineer. Repeat watering operation as required by climatic conditions to keep areas moist for a minimum period of 2 weeks from the day of first watering and as necessary for healthy growth. 3. Mulch: As needed to meet requirements of Sections 8-01.3(2)D and 9-14.4. 4. Fertilizer: All areas which are seeded shall receive fertilizer of the following proportions and formulation applied at the rate of 400 pounds per acre. All areas which are seeded shall receive fertilizer meeting the requirements of Section 9-14.3 of the Kent Special Provisions. Fertilizer shall not be applied on any creek sideslopes in order to avoid contamination of these creeks. S. Hand Seeding: Seeding shall be applied at the rate of 6 pounds per 1,000 square feet. The seed shall be applied by an approved hand held spreader. The seed shall be evenly distributed over the disturbed area. Apply seed mix after fertilizing and rake the seed into the surface soil to a depth of 1/4-inch. 6. If the slurry is used for temporary erosion control it shall be applied at the following rates: EROSION CONTROL: Seed 170 Ibs/acre of"Mix A" unless otherwise directed by Engineer. Fertilizer 400lbs/acre Wood Fiber 2,000 Ibs/ acre Tackifier 80lbs/acre SECTION 8-01.3(2)D IS DELETED AND REPLACED WITH THE FOLLOWING: 8-01.3(2)D Mulching Wood cellulose fiber mulch conforming to Section 9-14.4 of the WSDOT Standard Specifications shall be used where mulch is called for on this project. The application rate shall be 2,000 pounds to the acre In accordance with Section 8-01 of the WSDOT Standard Specifications. Mulch shall be incorporated into the slurry of seed and fertilizer. Mulch of the type specified in Section 9-14.4(2) shall be included in the hydroseeding process. Wood cellulose fiber used as a mulch shall be suitable for application with hydroseeders as specified in Section 8- 01.3(2)B. The application of seed, fertilizer, and mulch shall be Horseshoe Secondary Levees Ph II/Horn 8 - 5 July 11, 2012 Project Number 09-3005 7 required in a single operation for all seed applications, unless otherwise directed. Mulch materials, shall be furnished, hauled, and evenly applied at the rates Indicated, and shall be spread on seeded areas Immediately after seeding unless otherwise specified. Distribution of straw mulch material shall be by means of an approved type mulch spreader, which utilizes forced air to blow mulch material on seeded areas. In spreading straw mulch, the spreader shall not cut or break the straw into short stalks. Straw mulch shall be applied at a rate to achieve a loose, overall thickness of three (3) inches. Areas not accessible by mulching equipment shall be mulched by approved hand methods and shall achieve similar results. Mulch sprayed on signs or sign structures shall be removed the same day. SECTION 8-01.3(2)E IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.3(2)E Soil Binders and Tacking Agents Unless specified otherwise, wood cellulose fiber mulch per Section 9- 14.4(2) of the WSDOT Standard Specifications shall have tackifier incorporated into the mulch fiber during manufacture. If additional tackifier is required, the tackifier shall be Type A as specified in Section 9-14.4(7) of the WSDOT Standard Specifications. When specified, soil binders and tacking agents shall be applied in accordance with the manufacturer's recommendations. SECTION 8-01.3(2)F IS REVISED BY DELETING THE FIRST THREE PARAGRAPHS AND REPLACING WITH THE FOLLOWING: 8-01.3(2)F Dates for Application of Final Seed, Fertilizer, and Mulch Unless otherwise approved by the Engineer, the final application of seeding, fertilizing, and mulching of slopes shall be performed during the following periods: West of the summit of the Cascade Range - March 1 to May 15 and August 15 to October 1. Where contract timing Is appropriate, seeding, fertilizing, and mulching shall be accomplished during the spring period listed above. Written permission to seed after October 1 will only be given when physical completion of the project is imminent and the environmental conditions are conducive to satisfactory growth. SECTION 8-01.3(2)G IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.3(2)G Protection and Care of Seeded Areas Protect adjacent property, public walks, curbs and pavement from damage. Do not place soil directly on paved surfaces. Locate all underground utilities prior to the commencement of work. Keep streets and area drains open and free flowing. Protect all seeding against Horseshoe Secondary Levees Ph II/Horn 8 - 6 July 11, 2012 Project Number 09-3005 7 wind, storm, and trespassing. Replace any plants that become damaged or injured. In seeded areas, treat and reseed damaged spots larger than one square foot. SECTION 8-01.3(2)H IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.3(2)H Inspection Inspection of seeded areas shall be made upon completion of seeding operations, at the end of the maintenance period, and at any time during the maintenance period. The Contractor shall reseed, re-mulch or re-fertilize as required to establish a uniform, thick stand of grass. A uniform stand of grass shall be defined as any grass area with no spots greater than one square foot. Areas falling to show a uniform thick, healthy stand of grass after the maintenance period shall be reseeded consistent with special provisions at the Contractor's expense. Reseeded areas will be subject to Inspection for acceptance. 8-01.3(9) Sediment Control Barriers SECTION 8-01.3(9)D IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.3(9)1) Inlet Protection Cleaning and maintenance of inlet protection shall not flush sediment, or sediment-laden water Into the downstream system. SECTION 8-01.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 8-01.3(17) Vehicle Maintenance and Storage Handling and storage of fuel, oil and chemicals shall not take place within 50 feet of waterways. Storage shall be in dike tanks and barrels with drip pans provided under the dispensing area. Shut-off and lock valves shall be provided on hoses. Fuel, oil, and chemicals shall be dispensed only during daylight hours unless approved by the engineer. Fencing shall be provided around storage area. Locks shall be provided on all valves, pumps, and tanks. Materials used to clean up fuel, oil, and chemical spills shall be disposed of as directed by the engineer. Water used for washing vehicles and equipment shall not be allowed to enter storm drains or other State waters. No process waste water(s) of any kind shall be discharged onto the ground, to surface waters, or to stormwater conveyance systems. Horseshoe Secondary Levees Ph II/Horn 8 - 7 July 11, 2012 Project Number 09-3005 7 SECTION 8-01.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.5 Payment The unit contract price per acre for "Seeding, Fertilizing, and Mulching" shall be full pay for all labor, materials tools and equipment necessary to complete the above said hydroseeding, seeding, fertilizing and mulching at the locations shown on the plans, including the following areas: 1. All planter areas or areas disturbed by the Contractor's operations behind the sidewalk, even where it is only a narrow strip. 2. All biofiltration swales. 3. Detention pond site. 4. Other areas as directed by the Engineer. Water, fertilizer and mulch shall be provided by the Contractor as necessary to maintain and establish the seeded areas and is considered incidental to this bid item. Topsoil Type B is considered incidental to this bid item unless a specific bid item is listed in the proposal. The cost of baffling or blocking over spray as required to prevent over spray onto the sidewalk, curbing and non-planter areas is incidental to the unit price. The unit bid price per lineal foot for "Filter Fabric Fence" constitutes complete compensation for all labor, tools, materials, supplies and equipment necessary to construct and install the fence as shown on the plans, including fabric, posts and gravel to anchor fabric. This bid item also includes: maintenance throughout the project; and removal and disposal of the fence and accumulated sediment as directed by the Engineer. The unit contract price per each for "Inlet Protection" shall be full pay for furnishing all labor, materials, tools and equipment necessary to construct, maintain, and remove when no longer required, this temporary erosion control measure. No other further compensation will be made. The unit bid price per square yard for "Straw Mulch" constitutes complete compensation for all materials, tools, labor and equipment required for applying straw mulch on exposed soils for erosion control as directed by the Engineer. Straw shall be in an air-dried condition, and free of noxious weeds and other materials detrimental to plant life. The unit price per square yard for "Clear Plastic Covering" (6 mil polyethylene sheets) shall constitute complete compensation for furnishing, staking, maintaining and protecting, the material in place (including sand bags and stakes) on all exposed soils per the WSDOT Standard Specification and as directed by the Engineer. The unit contract price per hour for "ESC Lead" shall be full pay for all duties outlined in Section 8-01.3(1)B (Erosion and Sediment Control (ESC) Lead) in full hour increments. Horseshoe Secondary Levees Ph II/Horn 8 - 8 July 11, 2012 Project Number 09-3005 7 8-02 ROADSIDE RESTORATION SECTION 8-02.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.1 Description Drawings and Specifications: Definitions: The word "provide" means "furnish and Install" (for landscaping only). Dimensions and Measurements: Dimensions govern when shown. Scale is approximate. Contractor shall check all dimensions in the field and verify them with respect to adjacent or Incorporated work. Any discrepancies in the drawings shall be brought to the Immediate attention of the Engineer before work proceeds further. Number of Specified Items Required: Wherever in these Kent Special Provisions an article, device or piece of equipment is referred to in the singular number, such reference shall include as many such items as are shown on drawings or required to complete the installation. SECTION 8-02.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 8-02.1(1) Submittals The Contractor shall submit within 20 days after Notice to Proceed date a list of all plant material indicating source of supply, order invoice, size and quantity for such species or variety. All plant materials shall meet requirements of State and Federal laws with respect to inspection for plant diseases and infestations. Inspection certificates required by law shall accompany each shipment of plant material and submitted to the Engineer. SECTION 8-02.2 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-02.2 Materials Materials shall meet the requirements of the following sections: Topsoil Type A.......................................... 9-14.1(1) Seed ....................................................... 9-14.2 Fertilizer.................................................. 9-14.3 Mulch and Amendments............................. 9-14.4 Botanical identification and nomenclature of plant materials shall be based on descriptions by Bailey in "Hortus Third" or superseding editions and amendments. Horseshoe Secondary Levees Ph IIJHorn 8 - 9 July 11, 2012 Project Number 09-3005 7 8-02.3 Construction Requirements SECTION 8-02.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(1) Responsibility During Construction The Contractor shall at all times keep the planted areas free from accumulations of waste materials or rubbish. Upon completion of the planting work, the Contractor shall Immediately remove all refuse and debris resulting from the planting activities. The project will not receive either preliminary or final approval if the cleanup does not meet with the approval of the Engineer. SECTION 8-02.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 8-02.3(17) Plant and Site Protection During Entire Construction Period The Contractor shall: 1. Protect existing trees to remain and new plants against injury and damage, Including but not limited to: cutting, breaking, or skinning of roots, trunk or branches, or smothering by stockpiling construction material, or compaction by equipment. 2. Keep all heavy equipment (e.g., backhoe) outside of the drip lines of all existing trees, so as not to damage the root systems. 3. Notify Engineer Immediately if a conflict arises between construction activity and the protection of trees and shrubs; alter methods as necessary and as approved by the Engineer. SECTION 8-02.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.5 Payment The unit contract price per cubic yard for "Topsoil Type A" constitutes complete compensation for all labor, materials, tools and equipment necessary to supply and spread the topsoil in the areas shown on the plans, or where directed by the Engineer. This item Includes but is not limited to the labor required for raking and compacting the topsoil, cleanup and complete preparation ready for seeding. The unit contract price per force account for "Miscelleneous Landscape Restoration" constitutes complete compensation for all labor, materials, tools and equipment necessary for planting those areas where landscaping was removed or damaged to facilitate the construction. This Item includes, but not limited to shrubs, deciduous or coniferous trees and ground cover for the restoration. A list of those plant material items requiring replacement, due to the construction activities by the Contractor, shall be coordinated with the property owner, provided by the Contractor, and given to the Engineer for approval prior to installation. Horseshoe Secondary Levees Ph II/Horn 8 - 10 July 11, 2012 Project Number 09-3005 7 8-04 CURBS, GUTTERS, AND SPILLWAYS SECTION 8-04.3(1) IS SUPPLEMENTED BY ADDING 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 8-04.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-04.5 Payment Add the following to Section 8-04.5 of the WSDOT Standard Specifications: "Cement Concrete Curb and Gutter" "Cement Concrete Extruded Curb" 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. 8-12 CHAIN LINK FENCE AND WIRE FENCE SECTION 8-12.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-12.1 Description This work shall consist of installing, adjusting, removing, relocating, replacing or restoring existing property fences of all types specified in accordance with the plans, these specifications, and in reasonably close conformity with the line staked by the Engineer. SECTION 8-12.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-12.3(1) Chain Link Fence and Gates Existing fences and gates shall be restored to their former condition or to that condition acceptable to the Engineer. New materials shall meet the requirements shown in the plans or as directed by the Engineer. Security fence shall meet WSDOT Standard Plan L-40.20-01; Glare Screen Type 2 (black, vinyl coated chain link with slats) with 3 strands of black vinyl coated wire with galvanized barbs. Includes 18" wide, 6" thick, concrete mow strip with medium brush finish. Horseshoe Secondary Levees Ph II/Horn 8 - 11 July 11, 2012 Project Number 09-3005 7 SECTION 8-12.3(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-12.3(2) Wire Fence and Gates Existing wire fence and gates shall be restored to their former condition or to that condition acceptable to the Engineer. New materials shall be in general conformance to the requirements of Section 8-12 of the WSDOT Standard Specifications. SECTION 8-12.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-12.4 Measurement Remove and relocate fence shall be measured by the linear foot of relocated fence, along the ground line, exclusive of openings. Gates shall be Included in the fence measurement. Temporary fencing shall be measured by the linear foot of temporary fence, along the ground line exclusive of openings. Gates shall be included in the fence measurement. Remove and restore fence shall be measured along that portion of the fence which must be removed in order to perform necessary work. Measurement for payment will be between the closest posts which remain undisturbed by the work, including gates. Restoration of fence beyond the stated limits is incidental to and included in the measured length defined above. If the Contractor removed additional fence for its convenience, restoration of the additional length of fence shall be at its sole expense. SECTION 8-12.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-12.5 Payment "Remove Fence", per linear foot. "Remove and Relocate Existing_20' Chain Link Gate", per each. "Remove and Restore Fence", per linear foot. "Temporary Fencing", per linear foot. "Install New 8' High Chain Link Fence - Tyoe 3" "Install New 12' High Chain Link Fence - Type 3" The unit contract price per lineal foot for the above items shall be full pay for all labor, materials, tools and equipment required to furnish and install a new 8' and 12' chain link fence where identified on the plans and/or directed by the Engineer. Included, but not limited to, this installation will include three strand barbed wire and supports along the top of the fence as well as connecting to the existing fencing at the locations shown on the plans. Horseshoe Secondary Levees Ph II/Horn 8 - 12 July 11, 2012 Project Number 09-3005.7 "Install New 20' Double Chain Link Gate - 8' High" "Install New 6' Pedestrian Chain Link Gate - 8' High" The unit contract price per each for the above Items shall be full compensation for all labor, materials, tools, and equipment required to furnish and Install the gates where identified on the plans and/or directed by the Engineer. Three strand barbed wire is Included in the price. The unit contract price per linear foot for "Three Strand Barbed Wire for Top of Wall Type A" shall be full compensation for all labor, materials, tools, and equipment required to fabricate and Install a three-strand 45 degree arm along the top of wall type A where directed. Installation shall be an Integral part of the wall construction. 8-14 CEMENT CONCRETE SIDEWALKS SECTION B-14.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-14.1 Description This work shall also consist of constructing wheel chair ramps at all street intersections, curb return driveways, or other locations in accordance with these specifications and in reasonable close conformity to the dimensions and cross-sections shown in the plans and to the lines and grades as staked by the Engineer. SECTION 8-14.3(3) IS DELETED AND REPLACED WITH THE FOLLOWING: 8-14.3(3) Placing and Finishing Concrete The concrete shall be placed in the forms and struck off with an approved straightedge. As soon as the surface can be worked, it shall be troweled smooth with a steel trowel. After trowling and before installing the contraction joints or perimeter edging, the walking surfaces of the sidewalk and ramps shall be brushed in a traverse direction with a stiff bristled broom. The curb face and top on the monolithic cement concrete curb and sidewalk and the cement concrete sidewalk with raised edge shall be smooth. Expansion and contraction joints shall be constructed as shown in the Standard plans. When the sidewalk abuts a cement concrete curb or curb and gutter, the expansion joints in the sidewalk shall have the same spacing as the curb. The expansion joint shall be filled to full cross-section of the sidewalk with 3/8-inch premolded joint filler. Sidewalk ramps shall be of the type specified in the plans. The detectable warning pattern shall have the truncated dome shape shown in the Standard Plans and may be formed by either embossing the wet concrete, adding a manufactured material after the concrete has cured, or installing masonry or ceramic tiles. When masonry or ceramic tiles are used, the Contractor shall block out the detectable warning pattern area to the depth required for installation of the tiles and finish the Horseshoe Secondary Levees Ph II/Horn 8 - 13 July 11, 2012 Project Number 09-3005 7 construction of the concrete ramp. After the concrete has set and the forms have been removed, the Contractor shall install the tiles using standard masonry practices. The two-foot wide detectable warning pattern area on the ramp shall be yellow and shall match the color of "Standard Interstate Yellow" paint as specified in Formula K-2-83. Yellow masonry paint for precast curbs, Formula H-3-83, may be used for truncated dome patterns embossed into the concrete surface. SECTION 8-14.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-14.5 Payment Payment will be made in accordance with Section 1-04.1 for the following bid items when included in the Proposal: "Cement Concrete Sidewalk", per square yard "Cement Concrete Sidewalk Ramp Type Perpendicular A", per each The unit bid for the above items constitutes complete compensation for all materials, labor, tools and equipment necessary to install cement concrete sidewalk and wheelchair ramps as shown on the drawings and in accordance with the Kent Special Provisions. The unit price shall include but not be limited to: restoration of areas adjacent to sidewalks and ramps that are disturbed from sidewalk forms; and all other materials, labor, tools and equipment to fulfill the requirements or as directed by the Engineer. Crushed Surfacing Top Course and Asphalt Concrete Pavement Patch, Excavation and Gravel Borrow as required shall be paid for under separate bid items. Unit price shall also include all work necessary to discontinue sidewalk panels at locations of existing power poles. Contractor shall note that some power poles will need to remain in- place until completion of the electrical conversion. This bid item shall include all costs associated with discontinuing sidewalk at pole locations, remobilization after pole removal, and completion of sidewalk system. 8-18 MAILBOX SUPPORT SECTION 8-18.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-18.5 Payment The unit contract price per each for "Remove and Replace Existing Mailbox Unit" shall be complete compensation for all labor, materials, supplies, tools and equipment necessary to remove the existing mailbox unit, provide a temporary location during the proposed construction, and reinstallation of the unit upon completion of work, as noted on the plans or determined by the Engineer. Horseshoe Secondary Levees Ph II/Horn 8 - 14 July 11, 2012 Project Number 09-3005 7 8-21 PERMANENT SIGNING SECTION B-21.3(4) IS REVISED BY DELETING THE 4TH SENTENCE AND BY ADDING THE FOLLOWING: 8-21.3(4) Sign Removal Wood signs, wood sign posts, wood structures, metal sign posts, windbeams, and other metal structural members shall become the property of the Contractor and shall be removed from the project. Aluminum signs shall remain the property of the City. The Contractor shall bundle and band the signs, and deliver the signs to the Sign Shop at the City Maintenance Facility located at 5821 South 240`h Street (a.k.a. West James Street.) All signs shall be delivered to the Sign Shop prior to physical completion of the project. The Contractor shall be charged $2.00 per square foot for any signs that are lost or are rendered unusable as signs by the Contractor's operation. Also see Section 2-02.3 of the Kent Special Provisions. SECTION B-21.3(5) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-21.3(5) Sign Relocation Relocated signs shall be installed on new wood posts unless otherwise specified on the plans, or by the Engineer. SECTION B-21.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-21.5 Payment The unit contract price per lump sum for "Removal of Traffic Signs" constitutes complete compensation for all labor, materials, supplies and equipment necessary to remove, dispose, salvage, or deliver the traffic signs shown on the plans and described in the specifications. 8-22 PAVEMENT MARKING SECTION B-22.1 IS REVISED AS FOLLOWS: 8-22.1 Description THE TEXT UNDER TWO WAY LEFT TURN STRIPE IS REPLACED WITH 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. Horseshoe Secondary Levees Ph II/Horn 8 - 15 July 11, 2012 Project Number 09-3005 7 SECTION 8.22.2 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-22.2 Materials Material for pavement and curb markings shall be white or yellow paint as noted in the Proposal and Bid Item Descriptions. All paint, Including the paint for the concrete curbs, shall be described in the Qualified Products List as "Temporary Pavement Marking Paint - Low VOC Solvent Based." Paint and sprayed material shall be applied with a top dressing of glass beads. All Paint shall comply with the specifications for no heat, instant dry pavement markings. Glass beads shall be AC-110 Highway Street Spheres, or pre-approved equal. 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 BY ADDING THE FOLLOWING: 8-22.3(3) Marking Application The Contractor is responsible for providing traffic control and traffic control devices as necessary to direct vehicular traffic away from freshly painted traffic stripes until such time as the marking paint has completely dried. Failure to ensure reasonable protection for the undried paint stripes will result in the Engineer's decision to adjust the method of payment for damaged paint stripes. The Engineer's decision regarding the means of payment adjustment for vehicle damaged paint stripes 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. The second coat of yellow paint applied to concrete curbs shall have glass beads applied at the rate of 12 pounds per 100 linear feet of curbing. Horseshoe Secondary Levees Ph II/Horn 8 - 16 July 11, 2012 Project Number 09-3005 7 SECTION 8-22.4 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-22.4 Measurement Painted yellow curb, white edge line paint stripe, double yellow center paint stripe, and two way left turn stripe shall be measured by the completed linear foot. The measurement for all painted stripes will be based upon a marking system capable of simultaneous application of two 4-Inch lines with one 4-Inch space between the two Imes. No deduction will be made for the unmarked area when the pavement marking Includes a skip stripe; and no additional measurement will be allowed when more than one line can be Installed on a single pass of the marking system. Measurement of raised pavement markers will be units of one hundred for each type of marker furnished and set in place. SECTION 8-22.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-22.5 Payment Payment will be made in accordance with Section 1-04.1, for each of the following bid items that are included in the Proposal: "White Edge Line Paint Stripe," per linear foot. "Double Yellow Center Paint Stripe," per linear foot. 8-23 TEMPORARY PAVEMENT MARKINGS THE FIRST PARAGRAPH OF SECTION 8-23.1 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-23.1 Description The work shall consist of furnishing, Installing and removing temporary pavement markings. Temporary pavement markings shall be provided where noted in the plans and for all lane shifts and detours resulting from construction activities. Temporary pavement markings shall also be provided when permanent markings are eliminated because of construction operations. Temporary pavement markings shall be maintained in serviceable condition throughout the project until permanent markings are installed. Temporary pavement markings that are damaged shall be repaired or replaced immediately. Edge lines shall be installed unless otherwise specified in the Contract. Horseshoe Secondary Levees Ph II/Horn 8 - 17 July 11, 2012 Project Number 09-3005 7 8-24 ROCK AND GRAVITY BLOCK WALL AND GABION CRIBBING SECTION 8-24.3(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-24.3(2) Gravity Block Wall The gravity blocks shall be Ultrablock Retaining Wall System or approved equal, and Installed per the manufacturer's standards and design recommendations. DIVISION 8 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 8-26 STOPLOG CLOSURES 8-26.1 Description The work covered by this section consists of the design, fabrication and construction of stoplog closures and associated storage racks. 8-26.1(1) Submittals Product Data: Submit manufacturer's complete catalog file, Including material and component list. Shop Drawings: Submit complete Shop Drawings demonstrating compliance of flood control system with Contract Documents. Drawings shall include shop and erection details for stoplog closures, post and stoplog storage racks. Shop Drawings shall be signed and sealed by a professional engineer licensed in the state of Washington. Design Calculations: Submit for all components. Include post bases, anchor bolts, posts, and stoplogs. Samples: Samples of the following materials, which the Contractor proposes for use, shall be submitted to the Engineer at least thirty (30) days prior to use: • 1 linear foot of base panel with installed gaskets. • 1 linear foot of stackable panel with installed gaskets. Operation and Maintenance Manual: Submit operation and maintenance manuals for stoplog closures. 8-26.1(2) Quality Assurance Qualifications: Work shall be performed by a manufacturer specializing in specified flood protection systems and having experience fabricating specified system under similar conditions for a minimum of 5 years. References: The manufacturer shall have successfully completed at least 10 stoplog closure installations in the USA. Horseshoe Secondary Levees Ph II/Horn 8 - 18 July 11, 2012 Project Number 09-3005 7 8-26.1(3) Storage, Delivery and Handling Stoplog closures shall be delivered with a long-term storage system for storage and for transporting components to the erection site from the storage system with minimal Inspection and maintenance requirements. Components shall be undamaged when delivered to site and shall be handled and stored so as to prevent damage to components Including gaskets. Protect from exposure to damaging liquids, oils and greases. 8-26.1(4) Warranty Furnish manufacturer's warranty for system and for component repair or replacement. Warranty shall be Issued directly to the City. Warranty period shall be for 6 years from the date of final completion. 8-26.1(5) Maintenance Furnish spare gaskets for maintenance and replacement in an amount that is equivalent to 10% of the total quantity for each type of gasket. 8-26.2 Materials Materials for stoplog closures shall meet the following requirements: Base Plates: Stainless steel: ASTM A240/A240M Type 304 Posts: Aluminum: ASTM B221/B221M. Alloy 6063-T6 Wall Connections: Aluminum: ASTM B221/B221M. Alloy 6063-T6 Wall Connection Covers: Stainless steel ASTM A240/A240M Type 304 Stoplogs: Aluminum: ASTM B221/B221M. Alloy 6063-T6 Gaskets: Ethylene Propylene Diene Monomer rubber: ASTM D- 2000 Base Seals: Polyethylene / Polyurethene Storage Racks: Galvanized steel plates, shapes and bars: ASTM A5721 A36, A1011. Hot-dip galvanized in accordance with ASTM A123 8-26.3 Construction Requirements 8-26.3(1) General Stoplog closures shall be designed, fabricated and constructed in accordance with USACE 1110-2-2705 Engineering Manual, ASCE 7- Horseshoe Secondary Levees Ph II/Horn 8 - 19 July 11, 2012 Protect Number 09-3005 7 2005 Minimum Design Loads for Buildings and Other Structures, AWS Structural Welding Code D1.1, Aluminum Design Manual, 2010 and applicable requirements of ASTM. 8-26.3(2) System Requirements 8-26.3(2)A General Stoplog closures shall establish a modular system requiring minimal labor force. After foundation, base plates, and other permanent features are installed, system shall be designed to permit complete installation of stoplog closure components by hand labor. Component modular design shall permit use of each similar component at every similar location. Stoplog closures shall be designed to achieve equal stoplog lengths. Each section of stoplog closure shall be independent of adjacent sections, allowing erectors to install stoplog closure components either continuously or in sections. The stoplog closures shall be designed to maintain a deflection smaller 1/150 of the stoplog's span under maximum hydrostatic pressure. Joints shall have gaskets. Seepage and leakage through each stoplog closure shall not exceed 0.15 gpm/ft (1.8 Ipm/m) of seating perimeter. Structural components of stoplog closure (base plates, posts and stoplogs) shall be stainless steel or aluminum. Metals used in fabrication shall be free from kinks, sharp bends, and other conditions detrimental to finished product. Manufacturing processes shall be done neatly and accurately to provide uniformity of size and shape. Aluminum parts hardware permanently embedded or attached to concrete shall be given a clear anodic coating of at least 0.0006" thickness and sealed to meet the requirements of ASTM B 580 with a uniform finish. 8-26.3(3) Base Plates Base plates shall be stainless steel and shall have a minimum of 3 bushings for post connection. The minimum cover plate thickness of base plates shall be 2/5" inch (10 mm) and the minimum bushing diameter shall be 1-1/2" inch (40 mm). Base plates shall have stainless steel headless bolts to protect holes during periods when wall is not in use. Base plate installation shall be carried out in accordance with relevant manufacturer's installation instructions. Horseshoe Secondary Levees Ph II/Horn 8 - 20 July 11, 2012 Project Number. 09-3005 7 8-26.3(4) Posts Posts shall be aluminum and shall have no less than 3 galvanized steel anchor bolts. Posts shall be freestanding. Back bracings for additional support are not allowed. Posts shall have grooves for continuous adjustable operation of vertical clamps. Post weight shall not exceed 110 Ibs (50 kg) to permit post Installation by hand labor. 8-26.3(5) Wall Connections Wall connections shall have grooves for continuous adjustable operation of vertical clamps. Wall connection Installation shall be carried out in accordance with relevant manufacturer's Installation Instructions. Wall connections shall have stainless steel cover plates for protecting gaskets during periods when stoplog closure is not in use. 8-26.3(6) Stoplogs Stoplogs shall be aluminum and shall be installed without regard to orientation in plan view. Stoplog weight shall not exceed 30 Ibs (13.6 kg) to permit stoplog Installation by hand labor. 8-26.3(7) Vertical Clamps Vertical clamps shall be stainless steel and/or aluminum. Vertical clamps shall be continuously height-adjustable to allow installation of stoplog closure in stages according to flood level. 8-26.3(8) Gaskets & Base Seal Gaskets shall be custom-fabricated for flood control applications, easily replaceable in stoplog and post extrusions, not glued, free from cracks, burns, wrap, checks, chipped or blistered surfaces, and have a smooth surface. Base seal shall consist of a clammed Polyethylene part and a soft Polyurethane part. Base seal shall fit in every stoplog. Base seal shall seal against concrete surface and shall accommodate concrete irregularities of up to 1/2"-3/4" (15 mm- 19mm). Metal plates shall not be embedded at bottom stoplog. Horseshoe Secondary Levees Ph II/Horn B - 21 July 11, 2012 Project Number, 09-3005.7 8-26.3(9) Storage Racks Storage racks shall have provisions for stacking to minimize storage floor space and shall be provided with rubber spacers to avoid contact corrosion of stoplogs after use. Storage racks shall have guidance for forklifts and shall be secured with straps to ensure safe transport. Posts shall be stored vertically and shall be bolted to storage rack for safe transport. 8-26.3(10) Field Quality Control Certified test reports may be submitted Instead of performing project specific tests. 8-26.3(11) Testing Conduct testing at approved Independent testing site by accredited test authority. Testing shall Include system testing for compliance with specified performance requirements and where applicable for component performance requirements. 8-26.3(12) Demonstration Contractor shall demonstrate installation procedure of complete wall to all Interested parties upon completion. Interested parties Include, but are not limited to City representatives and condominium's residents. 8-26.4 Measurement No specific unit of measurement will apply to the lump sum Item "Stoplog Closures". Measurement will be for the sum total of all materials and labor to furnish and Install the Stoplog Closures. The lump sum item "Stoplog Closures" includes: - 1 - 18' wide Stoplog Closures - 1 - 24' wide Stoplog Closures - 1 - 23' wide Stoplog Closures - 1 - 26' wide Stoplog Closures - 1 - 32' wide Stoplog Closures Refer to Contract Drawing for stopclosure location and height. 8-26.5 Payment Payment will be made in accordance with Section 1-04.1 for the following: The lump sum contract price for "Stoplog_Closures" shall be full pay for the construction of the complete stoplog closure system as described In this special provision and shown on the Contract Drawings. All additional materials and labor not shown on the Contract Drawings, but required to complete the system shall be included in the lump sum Contract price. Horseshoe Secondary Levees Ph II/Horn 8 - 22 July 11, 2012 Project Number 09-3005 7 8-27 STOPLOG CLOSURE STORAGE BUILDING 8-27.1 Description The work of this section consists of furnishing and Installing a pre- engineered metal building Including slab on-grade foundation, structural frame, metal roofing and accessories to provide a weather resistant storage for the stoplog closures. 8-27.1(1) Regulations and Codes The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by basic designation only. Aluminum Association (AA) AA ADM (2000) Aluminum Design Manual: Specification & Guidelines for Aluminum Structures American Institute Of Steel Construction (AISC) AISC 316 (1989) Manual of Steel Construction Allowable Stress Design AISC 350 (1993) Load and Resistance Factor Design Specification for Structural Steel Buildings ASTM International (ASTM) ASTM A 252 (1998; R 2002) Welded and Seamless Steel Pipe Piles ASTM A 36/A 36M (2000a) Carbon Structural Steel ASTM A 463/A 463M (2000) Steel Sheet, Aluminum-Coated, by the Hot-Dip Process ASTM A 500 (1999) Cold-Formed Welded and Seamless Carbon Steel Structural Tubing in Rounds and Shapes ASTM A 501 (1999) Hot-Formed Welded and Seamless Carbon Steel Structural Tubing ASTM A 529/A 529M (2000) High-Strength Carbon-Manganese Steel of Structural Quality ASTM A 53/A 53M (2001) Pipe, Steel, Black and Hot-Dipped,Zinc- Coated, Welded and Seamless ASTM A 570/A 570M (1998) Steel, Sheet and Strip, Carbon, Hot- Rolled, Structural Quality ASTM A 572/A 572M (2000a) High-Strength Low-Alloy Columbium- Vanadium Structural Steel Horseshoe Secondary Levees Ph II/Horn 8 - 23 July 11, 2012 Project Number 09-3005 7 ASTM A 588/A 588M (2000a) High-Strength Low-Alloy Structural Steel with 50 ksi (345 MPa) Minimum Yield Point to 4 in. (100 mm) Thick ASTM A 606 (1998) Steel, Sheet and Strip, High-Strength, Low- Alloy, Hot-Rolled and Cold-Rolled, with Improved Atmospheric Corrosion Resistance ASTM A 607 (1998) Steel, Sheet and Strip, High-Strength, Low- Alloy, Columbium or Vanadium, or Both, Hot-Rolled and Cold- Rolled ASTM A 618 (1999) Hot-Formed Welded and Seamless High- Strength Low-Alloy Structural Tubing ASTM A 653/A 653M (2000) Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process ASTM A 792/A 792M (1999) Steel Sheet, 55% Aluminum-Zinc Alloy-Coated by the Hot-Dip Process ASTM B 209 (2000) Aluminum and Aluminum-Alloy Sheet and Plate ASTM B 209M (2000) Aluminum and Aluminum-Alloy Sheet and Plate (Metric) ASTM B 221 (2000) Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes ASTM B 221M (2000) Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes (Metric) ASTM B 241/B 241M (2000) Aluminum and Aluminum-Alloy Seamless Pipe and Seamless Extruded Tube ASTM B 308/B 308M (2000) Aluminum-Alloy 6061-T6 Standard Structural Profiles ASTM B 429 (2000) Aluminum-Alloy Extruded Structural Pipe and Tube ASTM C 1289 (1998) Faced Rigid Cellular Polyisocya n u rate Thermal Insulation Board ASTM C 518 (1998) Steady-State Heat Flux Measurements and Thermal Transmission Properties by Means of the Heat Flow Meter Apparatus ASTM C 553 (1999) Mineral Fiber Blanket Thermal Insulation for Commercial and Industrial Applications ASTM C 578 (1995) Rigid, Cellular Polystyrene Thermal Insulation Horseshoe Secondary Levees Ph II/Horn 8 - 24 July 11, 2012 Project Number 09-3005 7 ASTM C 612 (2000) Mineral Fiber Block and Board Thermal Insulation ASTM C 991 (1998) Flexible Glass Fiber Insulation for Pre- Engineered Metal Buildings ASTM D 2244 (1995) Calculation of Color Differences from Instrumentally Measured Color Coordinates ASTM D 4214 (1998) Evaluating Degree of Chalking of Exterior Paint Films ASTM D 4397 (1996) Polyethylene Sheeting for Construction, Industrial, and Agricultural Applications ASTM E 84 (2000a) Surface Burning Characteristics of Building Materials ASTM E 96 (2000) Water Vapor Transmission of Materials American Society Of Civil Engineers (ASCE) ASCE 7 (1998) Minimum Design Loads for Buildings and Other Structures American Welding Society (AWS) AWS D1.1/D1.1M (2000) Structural Welding Code - Steel Metal Building Manufacturers Association (MBMA) MBMA Low Rise Manual (1996) Low Rise Building Systems Manual Sheet Metal & Air Conditioning Contractors' National Association (SMACNA) SMACNA Arch. Manual (1993; Errata; Addenda Oct 1997) Architectural Sheet Metal Manual Steel Door Institute (SDOI) SDI 100 (1991) Standard Steel Doors and Frames U.S. Army Corps Of Engineers (USACE) TI 809-04 (1998) Seismic Design for Buildings TI 809-07 (1998) Design of Cold-Formed Load Bearing Steel Systems and Masonry Veneer/Steel Stud Walls Underwriters Laboratories (UL) UL 580 (1994; Rev thru Feb 1998) Tests for Uplift Resistance of Roof Assemblies 8-27.1(2) Submittals 8-27.1(2)A Shop Drawings Submit complete erection drawings showing anchor bolt settings and roof framing, transverse cross section, covering and trim details, Horseshoe Secondary Levees Ph II/Horn 8 - 25 July 11, 2012 Project Number 09-3005 7 flashing details, and accessory Installation details to clearly indicate proper assembly and Installation coordination of building components. Include steel framing members and details as well as all steel bracing required to meet applicable codes. All drawings shall bear the stamp of a registered professional engineer in the State of Washington. 8-27.1(2)B Design Calculations Submit design calculations showing developed loads on major structural elements and their associated structural capacities, Including bracing and anchorages, and the methods of transferring developed loads to the concrete structural elements. Design calculations shall bear the stamp of a registered Professional Engineer In the State of Washington. 8-27.1(2)C Samples Submit samples of the following. Contracting Officer's review will be for color, configuration, quality and texture. Compliance with other requirements is the responsibility of the Contractor. • 12-Inch x 12-in roofing and siding with required finish. 8-27.1(2)D Product Data Contractor shall provide manufacturer's literature for individual building component systems. 8-27.1(2)E Qualifications The Contractor shall provide the Contracting Officer with the qualifications of the manufacturer, and qualifications and experience of the building erector. A brief list of locations where buildings of similar design have been used shall be included with the detail drawings and shall also include information regarding date of completion, name and address of owner, and how the structure is used. 8-27.1(2)F Certificates 1. A Certificate from the metal building manufacturer stating that the metal building was designed In accordance with MBMA Low Rise Manual. 2. MIII certification for structural bolts, framing steel, roofing and siding, and steel wall liner panels. 3. Warranty certificate. At the completion of the project, the Contractor shall furnish signed copies of the 5-year Warranty for Metal Building Roof System, a sample copy of which Is attached to this section, the 20-year Manufacturer's Material Warranties, and the Manufacturer's 20-year System Weathertightness Warranty, where one is required. 8-27.1(3) Warranties The Metal Building System (roofing, siding, and related components provided as part of the system) shall be warranted as described below against material and workmanship deficiencies, system deterioration caused by ordinary exposure to the elements and service design loads, Horseshoe Secondary Levees Ph II/Horn 8 - 26 July 11, 2012 Project Number 09-3005 7 leaks and wind uplift damage. Any emergency temporary repairs conducted by the owner shall not negate the warranties. 8-27.1(3)A Prime Contractor's Weathertightness Warranty The Metal Building System shall be warranted by the Contractor on a no penal sum basis for a period of five years against materials and workmanship deficiencies; system deterioration caused by exposure to the elements and/or inadequate resistance to specified service design loads, water leaks, and wind uplift damage. The Metal Building System covered under this warranty shall include, but is not limited to, the following: framing and structural members, roofing and siding panels and seams, interior or exterior gutters and downspouts, accessories, fasteners, trim, flashings and miscellaneous building closure items such as doors and windows (when furnished by the manufacturer), connectors, components, and fasteners, and other system components and assemblies installed to provide a weathertight system; and items specified in other sections of these specifications that become part of the metal building system. All material and workmanship deficiencies, system deterioration caused by exposure to the elements and/or inadequate resistance to specified service design loads, water leaks and wind uplift damage shall be repaired as approved by the Contracting Officer. See the attached Contractor's written warranty for issue resolution of warrantable defects. This warranty shall warrant and cover the entire cost of repair or replacement, including all material, labor, and related markups. The Contractor shall supplement this warranty with written warranties from the installer and/or system manufacturer, which shall be submitted along with Contractor's warranty. However, the Contractor is ultimately responsible for this warranty. The Contractor's written warranty shall be as outlined in attached Warranty for Metal Building Systems, and start upon final acceptance of the facility. The Contractor shall provide a separate bond in an amount equal to the installed total metal building system cost in favor of the City covering the Contractor's warranty responsibilities effective throughout the 5-year Contractor's warranty period for the entire metal building system as outlined above. 8-27.1(3)B Manufacturer's Materials and System Weathertightness Warranties The Contractor shall furnish, in writing, the following manufacturer's material warranties to the Contracting Officer which cover all Metal Building System components: 1. A manufacturer's 20 year material warranty warranting that the specified aluminum, zinc-coated steel, aluminum-zinc alloy coated steel or aluminum-coated steel will not rupture, structurally fail, fracture, deteriorate, or become perforated under normal design atmospheric conditions and service design loads. Liability under this warranty shall be limited exclusively to the cost of either repairing or replacing nonconforming, ruptured, perforated, or structurally failed securement system, including fasteners and coil material. Horseshoe Secondary Levees Ph II/Horn B - 27 July 11, 2012 Project Number 09-3005 7 2. A manufacturer's 20 year exterior material finish warranty on the factory colored finish warranting that the finish, under normal atmospheric conditions at the site, will not crack, peel, or delaminate; chalk in excess of a numerical rating of eight, as determined by ASTM D 4214 test procedures; or change colors in excess of five CIE or Hunter Lab color difference (delta E) units in accordance with ASTM D 2244. Liability under this warranty is exclusively limited to replacing the defective coated material. 8-27.2 Materials 8-27.2(1) Framing and Structural Members Steel 1/8 Inch or more in thickness shall conform to ASTM A 36, ASTM A 529, ASTM A 572, or ASTM A 588. Uncoated steel less than 1/8 Inch in thickness shall conform to ASTM A 570, ASTM A 606, or ASTM A 607. Galvanized steel shall conform to ASTM A 653, G 90 coating designation, 0.045-Inch minimum thickness. Aluminum-zinc coated steel shall conform to ASTM A 792, AZ 55 coating designation, 0.045- inch minimum thickness. Aluminum sheet shall conform to ASTM B 209; 0.032-Inch minimum thickness. Aluminum structural shapes and tubes shall conform to ASTM B 221M, ASTM B 221, or ASTM B 308/13 308M. Structural pipe shall conform to ASTM A 53, ASTM A 252, ASTM A 500, ASTM A 501, ASTM A 618, ASTM B 221, ASTM B 241 or ASTM B 429. Holes for structural connections shall be made in the shop. 8-27.2(2) Roofing and Siding Roofing and siding shall be either steel or aluminum. Color and thickness of finish to be determined by the City. 8-27.2(2)A Roofing Length of sheets shall be sufficient to cover the entire length of any unbroken roof slope unless otherwise approved. Width of sheets with overlapping configurations shall provide not less than 24 Inches of coverage in place. Width of sheets with interlocking ribs shall provide not less than 12 inches of coverage in place. Panel shall have configurations for overlapping sheets. Roof deck assemblies shall be Class 90 as defined in UL 580. Height of corrugation at overlap of adjacent roof sheets shall be the building manufacturer's standard. 8-27.2(2)B Siding Length of sheet shall be sufficient to cover the entire height of any unbroken height of wall surface unless otherwise approved. Width of sheets with overlapping configurations shall provide not less than 24 inches of coverage in place. Width of sheets with interlocking ribs shall provide not less than 12 inches of coverage in place. Siding shall have configurations for overlapping adjacent sheets or interlocking ribs for securing adjacent sheets. Siding shall be fastened to framework using concealed fasteners. Horseshoe Secondary Levees Ph II/Horn 8 - 28 July 11, 2012 Project Number 09-3005 7 8-27.2(2)C Steel Panels Roofing and Siding shall be zinc-coated steel conforming to ASTM A 653, G 90 coating designation; aluminum-zinc alloy coated steel conforming to ASTM A 792, AZ 55 coating; or aluminum-coated steel conforming to ASTM A 463, Type 2, coating designation T2E5. Panels shall be 0.024-Inch thick minimum. 8-27.2(2)D Factory Color Finish Wall and roof panels shall have a factory applied polyvinylidene fluoride finish on the exposed side. The exterior finish shall consist of a baked- on topcoat with an appropriate prime coat. Color shall match the color Indicated on the drawings. The exterior coating shall be a nominal 1 mil thickness consisting of a topcoat of not less than 0.7 mil dry film thickness and the paint manufacturer's recommended primer of not less than 0.2 mil thickness. The interior finish shall consist of the manufacturer's recommended thickness primer coating. 8-27.2(2)E Accessories Flashing, trim, metal closure strips and curbs, fascia, caps, diverters, and similar metal accessories shall be the manufacturer's standard products. Exposed metal accessories shall be finished to match the building finish. Molded closure strips shall be bituminous-saturated fiber, closed-cell or solid-cell synthetic rubber or neoprene, or polyvinyl chloride premolded to match configuration of the roofing or siding and shall not absorb or retain water. 8-27.2(3) Fasteners Fasteners shall be as recommended by the manufacturer to meet the design strength requirements. 8-27.2(4) Doors Each door shall have a dual padlock system whereby removal of one padlock allows the door to be opened. Hinged doors and frames shall receive a galvanic coating and factory primer and shall conform to SDI 100. Doors shall be sized in a way that allows a forklift to get the stoplog storage racks in and out of the stoplog storage building. Doors shall have top edges closed flush and sealed against water penetration. Hardware shall be manufacturer's standard products. 8-27.2(5) Sealant Sealant shall be an elastomeric type containing no oil or asphalt. Exposed sealant shall be colored to match the applicable building color and shall cure to a rubber like consistency. Horseshoe Secondary Levees Ph II/Horn 8 - 29 July 11, 2012 Project Number 09-3005 7 8-27.2(6) Gaskets and Insulating Compounds Gaskets and Insulating compounds shall be nonabsorptive and suitable for Insulating contact points of Incompatible materials. Insulating compounds shall be nonrunning after drying. 8-27.2(7) Shop Priming Ferrous surfaces shall be cleaned of oil, grease, loose rust, loose mill scale, and other foreign substances and shop primed. Primer coating shall be in accordance with the manufacturer's standard system. 8-27.3 Construction Requirements 8-27.3(1) General Requirements The metal building system covered under this specification shall be provided by a single manufacturer and shall Include all components and assemblies that form a building. Structural Standing Seam Metal Roofing System, when specified, shall be furnished as part of a single manufacturer's system. 8-27.3(1)A Building Configurations Roof slope orientation shall be as shown on the drawings. Buildings shall be single-span structures with one of the following framing systems: self-framing or rigid frame. Exterior doors shall be included in the metal building system. Building shall be a manufacturer's advertised product, except that dimensions shall be not less than those indicated. The minimum inside clear dimensions shall be as shown on the drawings. 8-27.3(1)B Qualifications Manufacturer Metal building shall be the product of a recognized steel building systems manufacturer who has been In the practice of manufacturing steel buildings for a period of not less than 5 years. The manufacturer shall be chiefly engaged in the practice of designing and fabricating metal building systems. Installer Erector shall have specialized experience in the erection of steel building systems for a period of at least 3 years. The erector shall furnish temporary guys and bracing where needed for squaring, plumbing, and securing the structural framing against loads acting on the exposed framing, such as wind loads and seismic forces, as well as loads due to erection equipment and erection operation. Structural members shall not be field cut or altered. Welds, abrasions, and surfaces not shop primed shall be primed after erection. Horseshoe Secondary Levees Ph II/Horn 8 - 30 ]uly 11, 2012 Project Number 09-3005 7 8-27.3(2) Design Requirements Criteria and definitions shall be in accordance with MBMA Low Rise Manual, except criteria for seismic loads shall be in accordance with TI 809-04 and other loads and load combinations in accordance with ASCE 7. Slab on grade foundations Foundations shall be designed for an allowable soil bearing pressure of 2,000 psf, a minimum bottom of footing depth of 2 feet below finish floor elevation, a factor of safety of 1.5 for overturning, sliding and uplift, and a concrete compressive strength of 4,000 psi. Structural Members and Connections Structural steel members and their connections shall be designed in accordance with AISC 316 or AISC 350. Structural cold-formed steel framing members and their connections shall be designed in accordance with TI 809-07. Aluminum structural members and their connections shall be designed in accordance with AA ADM. Framed openings shall be designed to structurally replace the covering and framing displaced. Roofing and Siding Design Steel or aluminum roofing and siding shall be designed in accordance with MBMA Low Rise Manual. Louvers Louvers shall be fixed-blade type. Design Analysis The Contractor shall obtain the services of a licensed Professional Engineer in the State of Washington to design the foundations. Seismic loads shall be computed in accordance with TI 809-04 Seismic Design For Buildings. Delivery and Storage Materials shall be delivered to the site in a dry and undamaged condition and stored out of contact with the ground. Materials other than framing and structural members shall be covered with weathertight coverings and kept dry. Storage accommodations for roofing and siding shall provide good air circulation and protection from surface staining. 8-27.3(3) Erection Dissimilar materials, which are not compatible when contacting each other, shall be insulated from each other by means of gaskets or insulating compounds. Improper or mislocated drill holes In panels shall be plugged with an oversize screw fastener and gasketed washer; however, panels with an excess of such holes or with such holes in critical locations shall not be used. Exposed surfaces shall be kept clean and free from sealant, metal cuttings, excess material from thermal cutting, and other foreign materials. Exposed surfaces which have been thermally cut shall be finished smooth within a tolerance of 3 mm, 1/8 Horseshoe Secondary Levees Ph II/Horn 8 - 31 July 11, 2012 Project Number 09-3005 7 inch. Stained, discolored or damaged sheets shall be removed from the site. Welding of steel shall conform to AWS D1.1/D1.1M; welding of aluminum shall conform to AA ADM. Framing Members and Anchor Bolts Onsite flame cutting of framing members, with the exception of small access holes in structural beam or column webs, will not be permitted. Anchor bolts shall be accurately set by template while the concrete is in a plastic state. Members shall be accurately spaced to assure proper fitting of panels. As erection progresses, the work shall be securely fastened to resist the dead load and wind and erection stresses. Roofing and Siding Installation Siding shall be applied with the longitudinal configurations in the vertical position. Roofing shall be applied with the longitudinal configurations in the direction of the roof slope. Accessories shall be fastened Into framing members, except as otherwise approved. Closure strips shall be provided where necessary to provide weathertight construction. Fastener and fastener spacing shall be in accordance with manufacture design. Louvers Louvers shall be rigidly attached to the supporting construction to assure a weather tight Installation. Doors Doors, Including frames and hardware, shall be securely anchored to the supporting construction, shall be Installed plumb and true, and shall be adjusted as necessary to provide proper operation. Joints at doors shall be sealed according to manufacturer's recommendations to provide weathertight construction. 8-27.3(3)A Field Painting Immediately upon detection, abraded or corroded spots on shop- painted surfaces shall be wire brushed and touched up with the same material used for the shop coat. Shop-primed ferrous surfaces exposed on the outside of the building and all shop-primed surfaces of doors and windows shall be painted with two coats of an approved exterior enamel. Factory color finished surfaces shall be touched up as necessary with the manufacturer's recommended touch-up paint. 8-27.4 Measurement No specific unit of measurement will apply to the lump sum item "Stoplog Closure Storage Building". Measurement will be for the sum total of all materials and labor to furnish and Install the Stoplog Closure Storage Building. The lump sum item "Stoplog Closure Storage Building" includes: 1 — Stoplog Closure Storage for 18' wide Stoplog closure incl. storage racks Horseshoe Secondary Levees Ph II/Horn 8 - 32 July 11, 2012 Project Number 09-3005 7 1 - Stoplog Closure Storage for 24' wide Stoplog closure incl. storage racks 1 - Stoplog Closure Storage for 23' wide Stoplog closure Incl. storage racks 1 - Stoplog Closure Storage for 26' wide Stoplog closure Incl. storage racks 1 - Stoplog Closure Storage for 32' wide Stoplog closure Incl. storage racks Refer to Contract Drawing for Stoplog Closure Storage Building general configuration and location. 8-27.5 Payment Payment will be made in accordance with Section 1-04.1 for the following: The lump sum Contract price for "Stoplog Closure Storage Building" shall be full pay for the construction of the complete stoplog closure system as described in this special provision and shown on the Contract Drawings. All additional materials and labor not shown on the Contract Drawings, but required to complete the system shall be Included in the lump sum Contract price. 8-28 POTHOLE UTILITIES 8-28.1 Description This work shall consist of potholing utilities at the locations shown on the plans and described in the specifications. The Contractor shall notify the Engineer, a minimum of 24 hours before the pothole work is performed, to coordinate the work with Survey. Each pothole shall include standby time to allow Surveyors to accurately measure the location and depths of existing utilities. 8-28.2 Materials Backfill and surfacing material shall match conditions of pothole location. Pothole work located in asphalt concrete pavement, shall be backfilled with gravel borrow and crushed rock, then patched with asphalt cold mix. Pothole work located in cement concrete shall be backfilled with gravel borrow, then patched with cement concrete. Pothole work not on paved surfaces shall be backfilled with native material. 8-28.3 Construction Requirements The pothole shall be of sufficient size and depth to expose existing utilities to determine potential conflicts and verify compatibility with designs. Excavation; hauling, dewatering; backflll, compaction, surface restoration, and cleanup are included with this work. Horseshoe Secondary Levees Ph II/Horn 8 - 33 July 11, 2012 Project Number 09-3005 7 8-28.4 Measurement Pothole utilities shall be measured per pothole work performed. 8-28.5 Payment Payment will be made in accordance with Section 1-04.1, for the following bid items when they are included in the Proposal: The contract price per each for "Pothole Utilities" constitutes complete compensation for all labor, materials, tools, supplies, and equipment necessary to pothole utilities at the locations shown on the plans and described in the specifications. 8-30 PROJECT SIGNS 8-30.1 Description This work shall consist of providing all posts, braces, and hardware and installation and maintenance of City-furnished project signs where shown in the plans or where directed by the Engineer. The Contractor shall pick up signs at the City Maintenance Shop on West James Street, telephone (253) 856-5600. Contractor shall provide two weeks notice to the Shops prior to installation to schedule pickup. All project signs become the property of the City at the end of the project, and the Contractor shall return project signs to the same facility when so directed by the Engineer. 8-30.2 Materials Sign posts shall be 4 inch x 6 inch Fir 8-30.3 Construction Requirements 8-30.3(1) Erection of Posts All posts shall be set reasonably vertical, and deep enough to sustain sign and expected wind loads as determined by the Engineer. 8-30.3(2) Design A Three (3) vertical 4 inch x 4 inch Fir posts shall be attached to the sign board. Three horizontal 2 inch x 4 inch Fir braces shall be attached to the back of the sign board, one each on the top, the bottom, and in the middle. Attachment of posts and bracing shall meet with the approval of the Engineer. 8-30.3 Installation Fasten two (2) vertical 4 inch x 6 inch Fir posts evenly spaced at the back of the sign board. Posts shall be of break-away design with no more than 12.25 square inches of drilled shear area at a point 2 inches above the ground, or as directed by the Engineer. Attachment of posts and bracing shall meet with the approval of the Engineer. Horseshoe Secondary Levees Ph II/Horn 8 - 34 July 11, 2012 Project Number 09-3005 7 8-30.4 Measurement Project signs will be measured by the Installed and maintained unit. Failure of the Contractor to adequately maintain the project signs—as determined by the Engineer—shall be deemed noncompliant with this Specification. 8-30.5 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 "Project Sign Installation" constitutes complete compensation for furnishing all labor and materials, to pick up sign(s) from the City Shop, installation of and maintenance of project sign(s) for the life of the project and removal and delivery of sign(s) back to the City Shops. Failure to adequately maintain and return project signs to the City Maintenance Shop shall be deemed reasonable grounds for the Engineer to adjust the payment made under this bid item. Said adjustment shall be determined solely by the Engineer and is not negotiable except at the Engineer's discretion. 8-31 BOLLARDS 8-31.1 Description This work shall consist of pick-up and transport of the City supplied removable bollards from the City Parks Maintenance Office at 5821 South 240th Street (253) 856-5120, then installing them at the locations shown on the plans and described by the specifications and Miscellaneous Details. The Contractor shall notify and make arrangements for pickup with the Parks Department a minimum of 2 weeks prior to installing the bollards. 8-31.2 Materials Foundation shall be cement concrete class 3000 and rebar shall be A60 steel. Bedding shall by 5/8 inch crushed gravel. If the Contractor damages the painted finish of the bollards, the Contractor shall retouch the bollards with a paint type specified by the Design Detail. 8-31.3 Construction Requirements The bollard shall be installed plumb, plus or minus 1 1/2 degrees, and spaced a minimum of 3 feet or a maximum of 5 feet apart. The foundation shall not be less than 12 inches in diameter and 24 inches deep. If the Contractor damages the bollards during pickup, transport, or installation, the Contractor shall repair or replace the bollards to a condition satisfactory to the Engineer. Horseshoe Secondary Levees Ph II/Horn 8 - 35 July 11, 2012 Project Number 09-3005 7 B-31.4 Measurement Fixed or removable bollards shall be measured per each bollard furnished and Installed. B-31.5 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 "Install Fixed or Removable Bollard" shall be full compensation to furnish all labor, materials, tools, supplies, and equipment necessary to install the fixed or removable bollards as shown on the plans and described in the specifications and Kent Miscellaneous Details. Horseshoe Secondary Levees Ph II/Horn B - 36 July 11, 2012 Project Number 09-3005 7 DIVISION 9 - MATERIALS 9-03 AGGREGATES SECTION 9-03.12(3) IS REVISED BY DELETING THE GRAVEL SPECIFICATION AND REPLACING IT WITH THE FOLLOWING: 9-03.12(3) Gravel Backfill for Pipe Zone Bedding Pipe bedding shall be 5/8 Inch minus crushed rock. Pea gravel is not allowed. All material shall conform with the following gradation: Sieve Size Passing 3/4 Inch 100% 5/8 Inch 95 - 100% 1/4 Inch 45 - 65% US No. 40 6 - 18% US No. 200 7.5 max. % % Fracture 75 min. Sand Equivalent 40 min. L.A. wear 500 rev. 35 percent max., degradation 25 percent min. Free from wood waste, bark and other deleterious material. SECTION 9-03.14(1) IS DELETED AND REPLACED WITH 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 U.S. 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 #4 inch fraction. Sieve analysis shall be used to verify that this requirement is met. Recycled 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. Horseshoe Secondary Levees Ph II/Horn 9 - 1 July 11, 2012 Project Number 09-3005 7 * The maximum size of stone for geosynthetic reinforced walls or slopes shall be 100 percent passing 1 1/4 Inch square sieve and 90 to 100 percent passing 1 Inch square sieve. All other sieve values continue to apply. SECTION 9-03.14 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 9-03.14(5) Gravel Borrow for Levee Embankment Material for the levee embankment shall consist of granular material, either naturally occurring or processed, and shall be homogenous in nature consisting of at least 20% by weight passing the No. 200 sieve, and within 3 percent of Its optimum moisture content, defined as the moisture content corresponding to the maximum modified Proctor dry density as determined by ASTM D 1557 test procedure. All particles 4- Inches and larger shall be removed from the material. Levee embankment material shall also be free of organic and other deleterious material. Sieve analysis shall be used to verify that this requirement is met. Recycled materials such as broken concrete or asphalt, shall not be allowed unless specifically authorized in advance by the Engineer. SECTION 9-03.17 IS DELETED AND REPLACED WITH THE FOLLOWING: 9-03.17 Foundation Material Class I and Class II Foundation Material Class I and Class II shall be used to replace unsuitable material removed from unstable pipe trench bottoms. Foundation Material Class I and Class II shall conform to the following gradations: Percent Passing Sieve Size Class I Class II 6" square 100 --- 4" square --- 100 2" square 0 65-85 1" square --- 40-70 1/4" square --- 20 max All percentages are by weight. In addition, all rock shall be sound, angular ledge rock or recycled cement concrete pavement meeting the following specifications. Suppliers of recycled cement concrete products shall have a quality assurance program reviewed and approved by the City. Each rock or piece of recycled cement concrete pavement shall have at least two fractured faces. Horseshoe Secondary Levees Ph II/Horn 9 - 2 July 11, 2012 Project Number 09-3005 7 Adsorption 3% max (Corps of Engineers CRD-C-107) Accelerated Expansion (15) days 15% max Soundness 5% max loss Density (solid volume) 155 pcf min Specific Gravity 2.48 min SECTION 9-03.21(1)D IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-03.21(1)D Recycled Steel Furnace Slag Steel Furnace Slag shall not be used for any purposes. 9-13 RIPRAP, QUARRY SPALLS, SLOPE PROTECTION, AND ROCK FOR EROSION AND SCOUR PROTECTION AND ROCK WALLS SECTION 9-13 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 9-13.8 Rock for Ditches Rocks for ditches shall meet the following requirements for grading: Sieve Size Percent Passing 12" 95 to 100 6" 40 to 60 3" 10 to 20 3/4" 0 to 5 9-14 EROSION CONTROL AND ROADSIDE PLANTING SECTION 9-14.1(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-14.1(1) Topsoil Type A Topsoil Type A shall be free of weeds and consist of the Special Planting Mixture per Section 9-14.4(11) of these Kent Special Provisions with commercial fertilizers added as specified herein and having a pH range of 5.0 to 6.0. SECTION 9-14.1(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 9-14.1(1)A Rotted Manure Rotted manure shall consist of well-rotted, unleached cattle manure not containing more than one third part shavings, sawdust, or refuse and shall be free of noxious weed or grass seed. Horseshoe Secondary Levees Ph II/Horn 9 - 3 July 11, 2012 Project Number 09-3005 7 9-14.1(1)B Peat Peat shall consist of fibrous sedge, wood or reed type peat, containing less than twenty percent ash by dry weight. It shall have a moisture content of less than fifty percent by weight and shall have been thoroughly aerated during the drying process. 9-14.1 (1)C Sandy Loam Sandy loam shall consist of soil having a maximum clay content of ten percent by weight. In addition, soil particles shall meet the following requirements for grading: Passing 1 Inch sieve (square opening) 100% Passing 1 mm sieve.................... 80% minimum Passing 0.15 mm sieve ............... 15% maximum SECTION 9-14.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-14.2 Seed Hydroseed: Seed shall be "Blue Tag" or certified quality. The Contractor shall deliver in unopened containers with mixture seed content and inert material content plainly marked on the outside of the container. Grasses used shall meet the following specifications: Mix A (Roadside Grass): Weight Seed Mix "A" Min % Min % Max Proportion Ingredient Pure Seed Germination Weed Seed 40% Perennial R e rass 98% 90% 0.5% 30% Creeping Red Fescue 98% 85% 0.5% 10% Colonial Bent grass 98% 90% 0.5% 10% Crested Wheat grass 95% 85% 0.5% 10% White Dutch Clover 98% 90% 0.5% Pre-inoculated The Contractor shall submit to the Engineer the manufacturer's Certificate of Conformance for seed. A complete analysis of the seed shall be submitted to the City for approval including percent of pure seed, germination, other crop seed, inert and weed and the germination test date. The City reserves the right to reject any or all plant material at any time until final inspection or acceptance. The Contractor shall remove rejected plants immediately from site. The Contractor shall produce upon request sales receipt for all nursery stock and certificates of inspection. Horseshoe Secondary Levees Ph II/Horn 9 - 4 July 11, 2012 Project Number 09-3005 7 SECTION 9-14.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-14.3 Fertilizer Fertilizer for trees: Fertilizer shall consist of slow-release commercial fertilizer (6-10-8). Fertilizer for upland seeded areas: Lilly Miller or approved equal to provide the following nutrients: All areas which are seeded shall receive fertilizer of the following proportions and formulation: Total available Nitrogen ........... 16% of weight (of which 50% is derived from ureaform) Total available Phosphorous ..... 16% of weight Total available Potassium ......... 16% of weight Fertilizer for wetland seeded areas: All areas which are seeded in wetlands or in detention ponds shall receive fertilizer of the following proportions and formulation: Total available nitrogen ........... 21% (Analyzed as N) Available phosphorous............. 0% (Analyzed as P205) Available potassium ................ 10% (Analyzed as K20) Above percentages are proportioned by weight. The Contractor shall deliver fertilizer to the site in original unopened containers bearing manufacturer's chemical analysis, name, trade name, trade mark, and Indication of conformance to state and federal laws. Instead of containers, fertilizer may be furnished in bulk with certificate Indicating the above Information. 9-16 FENCE AND GUARDRAIL SECTION 9-16.1(2)B IS DELETED AND REPLACED WITH THE FOLLOWING: 9-16.1(1)B Chain Link Fence Fabric Chain link fabric shall consist of 9 gage wire (0.148-Inch diameter) for all fences unless specified otherwise. The fabric wire shall be: Galvanized steel wire conforming to ASTM A 392. Galvanizing shall be Class I performed by the hot dip process. The wire shall be woven into approximately 2-inch diamond mesh. The width and top and bottom finish of the fabric shall be as shown in the plans. Horseshoe Secondary Levees Ph II/Horn 9 - 5 July 11, 2012 Project Number 09-3005 7 9-28 SIGNING MATERIALS AND FABRICATION SECTION 9-28.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-28.1 General All signs shall be reflectorized except for City Project Signs. ALL PERMANENT SIGNS, EXCEPT "NO PARKING ANYTIME" SIGNS SHALL HAVE VIP SIGNS AND CLASS A TEMPORARY DIAMOND GRADE RETRO- REFLECTORIZED SHEETING, UNLESS NOTED OTHERWISE IN THE PLANS. "NO PARKING ANYTIME" signs shall have engineer grade retro- reflectorized sheeting. SECTION 9-28.14(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-28.14(2) Steel Structures and Posts Truss chords, struts, and diagonals, end posts, and end post struts and diagonals for sign bridge structures and cantilever sign structures shall conform to either ASTM A 36 or ASTM A 53 Grade B Type E or S. The nominal pipe diameter and the pipe wall thickness shall be as specified in the plans or Standard Plans. All other structural steel for sign bridge structures and cantilever sign structures shall conform to ASTM A 36. Truss member connection hardware shall conform to Section 9-06.5(3). Pipe members for bridge mounted sign brackets shall conform to ASTM A 53 Grade B Type E or S, and shall be Schedule 40 unless otherwise specified. All other structural steel for bridge mounted sign brackets shall conform to ASTM A 36. U bolts, and associated nuts and washers, shall be stainless steel conforming to Section 9-28.11, and shall be fabricated hot. Anchor rods, nuts and washers for sign bridge structure foundations shall conform to Section 9-06.5(4). Anchor rods for cantilever sign structure foundations shall conform to ASTM F 1554 Grade 104, including the appropriate supplemental requirements for grade and manufacturer's identification, and charpy impact testing (15 foot- pounds minimum at 40F). Nuts and washers for cantilever sign structure foundations shall conform to AASHTO M 291 Grade DH and AASHTO M 293, respectively. Anchor rods for sign bridge structures and cantilever sign structures shall be galvanized after fabrication a minimum of 1'-0" at the exposed end in accordance with AASHTO M 232. Anchor rod templates shall conform to ASTM A 36, but need not be galvanized. Steel sign structures and posts shall be galvanized after fabrication in accordance with AASHTO M 111, unless noted otherwise in the plans. All bolts, nuts, and washers shall be galvanized after fabrication in accordance with AASHTO M 232. Unless otherwise specified in the plans or Kent Special Provisions, metal surfaces shall not be painted. Horseshoe Secondary Levees Ph II/Horn 9 - 6 July 11, 2012 Project Number. 09-3005 7 Minor fabricating and modifications necessary for galvanizing will be allowed if not detrimental to the end product as determined by the Engineer. If such modificatioeens are contemplated, the Contractor shall submit to the Engineer, for approval six copies of the proposed modifications, prior to fabrication. 9-30 WATER DISTRIBUTION MATERIALS 9-30.3 Valves SECTION 9-30.3(6) IS DELETED AND REPLACED WITH THE FOLLOWING: 9-30.3(6) Valve Stem Extensions Valve stem extensions shall conform to Kent Standard Plan 3-7. Valve stem operating nuts shall be no shallower than one and one-half (1 1/2) feet. Valves with an operating nut more than 3 feet below finished grade shall have a solid steel valve stem extension rod assembly, with a rock guard, installed on the operating nut. Horseshoe Secondary Levees Ph II/Horn 9 - 7 July 11, 2012 Project Number 09-3005 7 KENT STANDARD PLANS The following Kent Standard Plans supplement all other plans, which have been prepared for this project and are considered to be a part of the project plans. WATER 3-1 Standard Fire Hydrant 3-7 Valve Box and Operating Nut Extender 3-11 Service Connection 1-1/2" & 2" Service SEWER 4-1 Manhole Type 1 48" & 54" 4-3 Standard Manhole Frame and Locking Cover 4-5 Manhole Grade Ring, Safety Steps & Ladder STORM 5-1 Catch Basin Type I 5-3 Misc. Details for Drainage Structures 5-4 18" x 24" Catch Basin Frame 5-5 18" x 24" Vaned Grate 5-9 Solid Catch Basin Cover 5-10 Round Solid Catch Basin Frame and Cover STREET 6-9 Downtown Overlay Residential Collector Arterial Street 6-33 Cement Concrete Curbs 6-34 Curb and Sidewalk Joints 6-35 Expansion and Contraction Joints 6-70 Mailbox Installation Type 1 and 2 (2 sheets) 6-74 Typical Thermoplastic Lane Markings 6-78 Railroad Warning Pavement Markings 6-82 Sign Installation Horseshoe Secondary Levees Ph IIJHorn A - 1 July 11, 2012 Project Number 09-3005 7 at Q C7 U O m in ° ° r• ' Z w w W ¢ Z w O FS K j O Z U c' Nn o W J W Z Y W W w Y wQ U J w F� pow w 050 3a � QzQ coK 0a W d2' K FJ � Z at UO w� ww 0 cnw wow zLO z a = � � Yu � moo = w � Ud.W = 2 F Z > a 0 m Ut...V Z ~ V Z ' o 0,� � W In F- pKOU (/) QO w W w OQM KJ C) - J V~I a Z a a 11 U _Ha ¢ a J Q warp J } w w � O o v~i `°' x~ tea �� o a � � Z > u z3m z z / z O Q u � N mxU Q� p wwU H¢ 0 m O Cp � � �.. w xxZ Zm W J (t "mow = aL l0Z a6w F> ��O = O = F- w J Z J Z Z O W m O Z = L } O J i LL Z CL Z m K _K W o Q z lnzW � z0 oW y3 oa°- (7 Qu..O Z w } > =w F m w F— z w r W za v_0 QQ3 m rn w x In w mw O o� o z Oa z2 Q W U. w ¢ ik O OO' w z z 0QQ 'Z" z a o 3-6" MIN. N w 00 a li d. W Ll 2 Z / Ill LC J = Q M 0 O `L Q Z W W J M }j K M J C Q K O W K U S p O J lO Z Q r, F- z Q � 3 z K z � oz 3F- ao 3Z n VI w w z o w 0 m = O j cwng moist is ¢ 0 WZ / ?uc O F- K W � V- � Q K g z U W ZZ W � � Q Hp O Q Q QQ Qtn QJ !n W > Z a (nw I 2 aU K _ °tX \/ ^ � V . Z 2' QO �i w W __ Z Z i o. 0 2 = Z_ 2' z Z V O w w 0 O Q ¢ X O w O z p Q 2 pz _ w � 0 0 z K J U Y m Z Z L OD m > LL (n 2 V1 Q w Z W z d Ln wu�Q mw X ¢ f. X Z � JQQ � to ~ UW ri j U Ul w Z W O LL U Y K } (%] W Q O W Z �} O W Szli0 Ii C7 Q 0 � w In ad<n QO d2U m W W O to m W 0Z O N M O N 2 u w NOTE THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT 3'NOMINAL z �SEP AN ELECTRONIC DUPLICATE.THE ORIGINAL, SIGNED BY THE ou S 17 ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT 9 pF WAS&/N 9 THE CITY OF KENT,A COPY MAY BE OBTAINED UPON REQUEST O CITY OF KENT • ENGINEERING NO DEPARTMENT o Q 9 N w o 5I V KENT STANDARD FIRE HYDRANT -O R 21493 FG Ll ° PO,r IST ERA \�� DESIGNED Drww ° FS,�' fNG\\ DRAWN BB SCALE NO-NE N STANDARD PLAN CHECKED DATE Z APPROVED ;Nhtar�,rig• I,�o OLYMPIC FOUNDRY VB 940 WITH TWO(2)INCH"DEEP SKIRT" COVER, THE COVER SHALL BE MARKED "WATER". 3' Z, I ad > ° c e 4" z Q °° " �f e ° d ° d °° a d a a EXTENSION c WATER AS NEEDED a d ° ° Z a d D d a ° n r d a d —1 I_ � a 3'x3'x4"THICK CONCRETE(3,000 PSI) PAD AROUND VALVE COVER IN UNPAVED AREAS BASE SECTION: RICH 24" PLAN VALVE BOX BOTTOM, OLYMPIC NO.VBIC OR 2"SQUARE PRE-APPROVED EQUAL AND OPERATING SHALL BE COMPATIBLE NUT WITH TOP SECTION 4 ROCK GUARD, 4 1/4" DIA. 1/8"MIN THICK w in VALVE BOX WITH z z w OPERATING NUT EXTENDER a 3/4"SOLID STEEL ROD, NOTES: 1. EXTENSIONS SHALL BE A MINIMUM OF ONE(1)FOOT LONG, 2, EXTENSIONS SHALL BE SIZED AS OPERATING NUT EXTENDER NEEDED,AND PAINTED WITH TWO(2) NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT COATS OF METAL PAINT, OSEP AN ELECTRONIC DUPLICATE THE ORIGINAL, SIGNED BY THE 5 1 Z ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT 3. EARS, LUGS OR STAINLESS CAP of WAgyi� �� THE CITY OF KENT,A COPY MAY BE OBTAINED UPON REQUEST. SCREWS COVER SHALL BE ALIGNED co CITY KENT WITH DIRECTION OF WATER FLOW. � � � z � ENGINEERING DEPARTMENT 4. FOR ADDITIONAL REQUIREMENTS AND V KEjV-� VALVE BOX AND USE SEE WSDOT STD,SPECIFICATIONS o 21493 0 w.." »"."» OPERATING NUT EXTENDER SECTION 3,19 �0� FGISTER� \�� FSv, NG\\ ED BDB SCALE NONE STANDARD PLAN5. VALVE BOX SHALL BE CENTERED OVER GiV,4L DRAWN CHECKED I DATE 2"SQUARE OPERATING NUT amncm 3-7 APPROVED 5?IRei7trer'009 W 4 METER BOX INSPECTION o LID(OPEN) z � w w E n w O �n ANGLE METER STOP W/PADLOCK WINGS 17-1/4"(2"MTR.) SIDEWALK SIDEWALK OR PLANTER STRIP 13-1/4" (1-1/2"MTR) OR PLANTER STRIP CURB SPACER PIPE 6"MIN. o W/HOLE IN SPACER(DO NOT (TYPJ INSTALL GASKETS) I V MAX. FROM STREET PROPERTY LINE O METER SETTER DRILL HOLE SINGLE CHECK ELL 3 8"TO 12"OF 5/8"GRAVEL FOR DRAINAGE AND BOX SUPPORT 0CUSTO 0 1 O } HOUSE R BUILDING, N ,LINE TO L HOUSE OR BUILDING,INSTALLED PACK JOINT UNDER PLUMBING PERMIT ADAPTER(TYP.) END OF CITY OF KENT MAINTENANCE RESPONSIBILITY PER KENT CITY CODE SECTION O9 7,02040 ADJUSTABLE BRACE 9 (NO BY-PASS) NOTES: I.P.S HIGH DENSITY,CLASS 200 OR Q 12 GAUGE INSULATED SOLID COPPER LOCATING WIRE,PLASTIC GREATER,POLYETHYLENE PIPE TO COATED BARE WIRE ENDS,FOR POLYETHYLENE PLASTIC PIPE ONLY.NO PROPERTY LINE.(SEE KENT WATER SPLICES WILL BE ALLOWED. SERVICE CODE SECTIONS 3,5.1) 2O FORD NO. FB-500 CORPORATION STOP OR APPROVED EQUAL. PERMANENTLY CONNECT BARE WIRE TO SADDLE OR 0 PERMANENTLY CONNECT BARE WIRE ENDS TO METER SETTER WITH CORPORATION STOP STAINLESS STEEL HOSE CLAMPS O2 BALL TYPE CORP. ®STOP WJ M,I.P,T. ENDS SEE SEC 3.10 FOR PRE-APPROVED METER SETTERS AND METER BOXES. 5. SEE STANDARD PLAN 3-13 IF PRESSURE REDUCING VALVE IS DOUBLE STRAP / REQUIRED. SADDLE 1 6. PROVIDE 8"CLEARANCE BETWEEN OUTSIDE EDGES OF ADJACENT METER BOXES. 7. CENTER METER SETTER IN METER BOX, 22' 8. REDUCERS INSIDE SETTERS ARE NOT ALLOWED. _ O9. INSTALL AN 18" PIECE OF SCHEDULE 40 PVC PIPE IN EACH OF THE HORIZONTAL CL METER SETTER BRACE EYES. NOTE THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT �SEljr AN ELECTRONIC DUPLICATE,THE ORIGINAL,SIGNED BY THE S 17 ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT WATER MAIN �� pF WASy�lv � THE CITY OF KENT A COPY MAY BE OBTAINED UPON REQUEST F.I.P X POLYETHYLENE PIPE- CITY OF KENT PACK JOINT ADAPTER WITH ENGINEERING DEPARTMENT STAINLESS STEEL INSERT • SERVICE CONNECTION A p 21493 :vMNT 1-1/2" & 2" SERVICE cI a O�FS��nI aL E�NG\�� DESGNED DMW SCALE NONE STANDARD PUN DRAWN W 11 Cam\" CHECKED DATE 3-11 APPROVED S,{pterrber 2009 MANHOLE FRAME AND LOCKING COVER(SEE STANDARD PLAN 4-3 OR 4-4) f ADJUSTMENT GRADE RINGS(SEE STANDARD PLAN 4-5) (LEVELING BRICKS MAY BE USED ON TOP RING) z " 3/8"GROUT,INSIDE,OUTSIDE AND IN BETWEEN GRADE RINGS N � b 4 24" HANDHOLD(TYP.)-(SEE STANDARD PLAN 4-5) * FOR SEPARATE PRECAST CONE(ECCENTRIC UNLESS OTHERWISE SPECIFIED) CAST IN PLACE ONLY a DROP RUNG SAFETY STEPS(SEE STANDARD PLAN 4-5) PRECAST RISER SECTIONS GROUT SECTION)DINTS AND PICKHOLES(TYP) 48"OR 54" LADDER(SEE STANDARD PLAN 4-5) SLOPE=2%(TYP) x_ w N CONSTRUCT IN FIELD CHANNEL&SHELF TO THE CROWN OF = THE PIPE REINFORCING STEEL(FOR PRECAST BASE WITH INTEGRAL RISER)0.15 SQ. . MORTAR IN./FT IN EACH DIRECTION FOR 48" DIA 0.19 SQ.IN./FT.IN EACH FILLET DIRECTION FOR 54"DIA. 48"0-6" PRECAST BASE W/INTEGRAL RISER III 54"0-8" a" GRAVEL BACKFILL FOR PIPE BEDDING, 6"MIN.COMPACTED ` e DEPTH FOR PRECAST BASES ONLY *6„ I I \\ r-0'. SEPARATE CAST IN PLACE OR REINFORCING STEEL(FOR SEPARATE BASE ONLY)0.23 SQ.IN./FT.IN EACH DIRECTION FOR 48"DIA SEPARATE PRECAST BASE 0,19 SQ,IN./FT.IN EACH DIRECTION FOR 54"DIA. "0"RING DESIGN ASSUMPTIONS HEIGHT• 8'TO 12', SOIL BEARING VALUE EQUALS 3300#/FT. (MIN,) HEIGHT:OVER 12'TO 25';SOIL BEARING VALUE EQUALS 3800#/FT. (MIN,) PRECAST BASE JOINT NOTES: 1 MANHOLES TO BE CONSTRUCTED IN ACCORDANCE W/AASHTO M-199& 5. ALL BASE REINFORCING STEEL SHALL HAVE A MIN.YIELD STRENGTH (ASTM C 473)UNLESS OTHERWISE SHOWN ON PLANS OR NOTED IN THE OF 60,000 PSI&BE PLACED IN THE UPPER HALF OF THE BASE WITH WSDOT STD SPECS. 1"MIN.CLEARANCE. 2. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS, 6. ALL SANITARY SEWER MANHOLES SHALL BE VACUUM TESTED. KNOCKOUTS SHALL HAVE A WALLTHICKNESS OF 2"MINIMUM 7. MORTAR 3/8"LINING OUTSIDE,INSIDE,AND IN BETWEEN THE 3. KNOCKOUT OR CUTOUT HOLE SIZE IS EQUAL TO PIPE OUTER DIAMETER ADJUSTMENT SECTION TO FORM A SMOOTH WATERTIGHT FINISH PLUS MANHOLE WALL THICKNESS, MAX HOLE SIZE IS 36"FOR 48" MANHOLE,42"FOR 54" MANHOLE.MIN DISTANCE BETWEEN HOLES IS 8 8. GROUT ALL MANHOLE SECTION JOINTS AND PICKHOLES OUTSIDE AND INSIDE TO A SMOOTH FINISH 4. MANHOLE RINGS&COVERS SHALL BE IN ACCORDANCE WITH WSDOT NOTE. THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT STANDARD SPECIFICATIONS&MEET BUT AN ELECTRONIC DUPLICATE THE ORIGINAL,SIGNED BY THE STRENGTH REQUIREMENTS OF THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FEDERAL SPECIFICATION RR-F-621D, S oSEPk FILE AT THE CITY OF KENT A COPY MAY BE OBTAINED UPON MATING SURFACES SHALL BE FINISHED �� of WAgy q REQUEST. TO ASSURE NON-ROCKING FIT WITH CITY OF KENT � ANY COVER POSITION O hQ 0 O y {� Z o ENGINEERINO DEPARTMENT r �-3 tz7 �� KENT MANHOLE o 21493 0 q- w.."i. .". TYPE 1 48" & 54" GIST R AL�`w\G�� DESIGNED DAIW SCAIF NONE STANDARD PUN �CV C,\v DRAWN 88 '^' CHECKED DATE 4-1 APPROVED o�raN[m DRILL&TAP. 5/8"-11 UNC - 1B (3 @ 120"ON A 22-1/8" BOLT CIRCLE) 2"RAISED LETTERS B 2 ° RAISED LOGO/LETTERS 00 �F k C+ m �� ItSllv�� FOR 5/8"-11 UNC- 1B S,S. w xw m O 1/2"HEX, HE,CAP SCREWS 1/2 ° ° (3 REQUIRED) S E W E 0. 1"PICKHOLE(3 @ 1200) 2"RAISED LETTERS"DRAIN"FOR STORM SEWER B "SEWER"FOR SANITARY SEWER A 1"HANDLING HOLE(3 26-1/2" PLCS) 25" 1 25-1/4" 1-1/2" 2-3/16" 5/8" 23-3/8" 1, 1-3/16" 27-5/1E 3/8" 34-1/8" NOTES: SECTION A-A SECTION B-B 1. MATERIAL USED SHALL BE CAST GRAY IRON OR DI ASTM A536 CL80-55-0 FOR RINGS AND DI FOR COVER. 2, SEAT OF COVER&FRAME MACHINED WITH A NON-ROCKING FIT FOR MANHOLE COVERS. 3. MANHOLE COVERS SHALL BE WATERTIGHT AT THE EDGES. 4 ROUND ALL SHARP CORNERS WHERE POSSIBLE. 5 CASTING TO BE SHOT BLASTED AND FREE FROM SURFACE SAND AND SCALE. 6, CASTING TO BE SMOOTH,TRUE TO PATTERN,FREE FROM BLOWHOLES, POROSITY,HARD SPOTS,SHRINK HOLES, WARP,OR ANY OTHER DEFECTS WHICH COULD IMPAIR SERVICEABILITY. 7, ALL INSTALLATIONS SHALL BE WATERTIGHT. NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE. THE ORIGINAL,SIGNED BY 8. COVERS LOCATED IN SIDEWALK SHALL THE ENGINEER AND APPROVED FOR PUBLICATION:S KEPT ON UTILIZE AN ALTERNATE NON-SKID SoSEPI� FILE AT THE CITY OF KENT. A COPY MAY BE OBTAINED UPON PATTERN SEE WSDOT STD PLAN WASH REQUEST. B-30 70-00 O by ` co CITY KENT 9.OLYMPIC FOUNDRY PART NO, `Z"+ h � � '� ENGINEERING DEPARTMENT 11-2945SET AND EAST JORDAN r— �r3 � � PRODUCT NO'S 00370760 AND ` I J V F KEN-]" STANDARD MANHOLE 00371512 ARE THE PRE-APPROVED O� R 21403 �p �c� w.,",..."" FRAME AND LOCKING COVER PRODUCTS ALL OTHERS REQUIRE (91 SISTER WRITTEN APPROVAL OF THE ENGINEER ��NAL ENv� DRAWN DESIGNED Dmw NONE STANDARD PLAN 88 PRIOR TO INSTALLATION. CHECKED DATE 4-3 c"cwEw APPROVED seplembe,2U09 12"MIN. � � 12"MIN. � � 31/2" 1"RADIUS 3" 3" 6 1/2" MIN. 12_q O f DROP RUNG HANDHOLD MANHOLE STEP I E 12"MIN, --y 11 3/4"MIN, I CENTER TO CENTER MIN. O-' MANHOLE STEP GALVANIZED DROP RUNG MANHOLE STEP AND PREFABRICATED LADDER 6 12" 11 1/2" [� 12^ • • 6"FOR STEP 11 3/4" MIN. 3"FOR HANDHOLD CENTER TO CENTER 9 1/8"FOR STEP 6 1/8" FOR HANDHOLD 6 POLYPROPYLENE DROP RUNG MANHOLE STEP AND PREFABRICATED LADDER NOTES: 1. MANHOLE STEPS CONFORMING TO SECTION R,ASTM C-478 AASHTO M-199 REQUIREMENTS AND REQUIREMENTS OF ASTM D-4101 FOR POLYPROPYLENE AND ASTM A-615 FOR 1/2"GRADE 60 DEFORMED REINFORCING BAR FOR POLYPROPYLENE 5" 24" 5" STEPS,AND ALL WISHA AND OSHA SPECIFICATIONS,ARE ACCEPTABLE PROVIDED THEY ARE PRE-APPROVED BY THE DIRECTOR OF PUBLIC WORKS. a 2. DROP RUNG STEPS ARE TO BE#8 GALVANIZED DEFORMED REBAR. # 1"CLEARANCE 4 BAR 3. PREFABRICATED LADDERS ARE TO BE#7 GALVANIZED SMOOTH STEEL, 4. MANHOLE PREFABRICATED LADDER STEPS SHALL BE PARALLEL OR APPROXIMATELY GRADE RING RADIAL AT THE OPTION OF THE MANUFACTURER,EXCEPT THAT ALL STEPS IN ANY MANHOLE SHALL BE THE SAME, SO PENETRATION OF OUTER WALL BY A NOTE, THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT STEP LADDER OR LADDER LEG IS BUT AN ELECTRONIC DUPLICATE. THE ORIGINAL,SIGNED BY ED USE FLANGED END FOR THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON PROHIBIT BOLTING PROHIBITED WALL IN STORM DRAINAGE SOSEPPj FILE AT THE CITY OF KENT. A COPY MAY BE OBTAINED UPON TO APPLICATIONS, h��oF WASy �� REQUEST. CITY OF KENT EMBED FOOT OF LADDER IN CONCRETE S� i ENGINEERING DEPARTMENT IN POURED AND/OR CHANNELED FLOOR. 1 � O MANHOLE GRADE RING, ,0 21493 KENT SAFETY STEPS & LADDER 7. MANHOLE STEPS OR LADDERS ARE NOT �� F�TSTER�' �v� REQUIRED WHEN THE COVER TO x, DESIGNED ouW SCALE NONE STANDARD Pun BOTTOM OF MANHOLE IS LESS THAN 4'. S�CNAL ENG CHECKED es DATE 4_5 APPROVED Sel,te np,el'Joa NOTES: 1. CATCH BASIN TO BE CONSTRUCTED IN ACCORDANCE WITH AASHTO M 199, 40 (ASTM C 478,&ASTM C 890) UNLESS OTHERWISE SHOWN ON PLANS OR NOTED IN THE WSDOT STANDARD SPECIFICATIONS 2. AS AN ACCEPTABLE ALTERNATE TO REBAR,WELDED WIRE FABRIC HAVING A MINIMUM AREA OF 0 12 SQUARE INCHES PER FOOT MAY BE USED FRAME AND GRATE WELDED WIRE FABRIC SHALL COMPLY TO AASHTO M 221(ASTM A 497). SEE STANDARD PLANS 5-4 THRU 5-8 AND 5-12 WIRE FABRIC SHALL NOT BE PLACED IN THE KNOCKOUTS. 3. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS THE KNOCKOUT DIAMETER SHALL NOT EXCEED 20". KNOCKOUTS SHALL 3p" 3p, HAVE A WALL THICKNESS OF 2" MINIMUM PROVIDE A 1 5"MINIMUM GAP La �0 BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE 4. ALL JOINTS IN THE BRICKS,GRADE RINGS,RISERS AND CASTINGS SHALL S" BE SEATED IN MORTAR.PICK HOLES,CRACKS AND ANY OTHER JOINTS SHALL BE FINISH GROUTED TO PROVIDE A WATERTIGHT STRUCTURE 6 5. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO THE LOWEST OR I? PIPE INVERT SHALL BE 5'. ONE#3 BAR HOOP FOR 6"HEIGHT TWO#3 BAR HOOPS FOR 12"HEIGHT RECTANGULAR ADJUSTMENT SECTION (WEIGHT-200 LBS. -6") (WEIGHT-580 LBS.-12") PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER 44„ REINFORCED OR 12" #3 BAR PLAIN CONCRETE EACH CORNER 21" ALL METAL PIPE 15" MIN #3 BAR SOLID WALL PVC EACH SIDE (WSDOT STD.SPEC.9-05.12(1)) 15 #3 BAR EACH WAY 4" PRECAST BASE SECTION (WEIGHT-2170 LBS.) NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT QSEPt AN ELECTRONIC DUPLICATE THE ORIGINAL,SIGNED BY THE S 17 ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT DF WAspi THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST O `P co O CITY OF KENT ENGINEERING DEPARTMENT `� KENT CATCH BASIN TYPE I A � 21483 � � wu x,x orox CI DESIGNED DWH DRAWN BB SCALE NONE STANDARD PLAN IY ll CHECKED DATE 5-1 C-1 APPROVED FNCINfER -pi l�P...i•_'C�JOOi #6 BARS @ 7"CENTERS BOTTOM FACE WITH 20"x 24",OR �� 1"MIN.COVER 24"DIAM. 2"CLR /j /z r 1 II Z. p 6"O RI2N p a e / ! 20" —{ 2' TYP, ONE#3 BAR HOOP FOR 6" TWO#3 BAR HOOPS FOR . . . . � —� AS AN ACCEPTABLE ALTERNATIVE TO REBAR,WIRE MESH HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE 96"TOP SLAB 1"MIN. USED FOR ADJUSTMENT SECTIONS. 2 1/2" MAX, RECTANGULAR ADJUSTMENT SECTION 20"x 24", OR \ #5 BARS @ 6"CENTERS 24"DIAM. �y\�� BOTTOM FACE WITH 34 1"MIN.COVER 2"CLR f TY �� ' , P. � ONE#3 20" 2"TYP. BAR HOOP �- 4" S„ . . . . . .I CIRCULAR ADJUSTMENT SECTION ib -T - 1\ 72"TOP SLAB L 1"MIN. / \ 2 1/2"MAX. / 20"x 24",OR 24"DIAM. N #4 BARS @ 6"CENTERS 1 BOTTOM FACE WITH 2"CLR. r 1" MIN.COVER T MIN. TYR / 20"I 2'TYP. co TYPICAL ORIENTATION —� FOR ACCESS AND STEPS 48"&54" TOP SLAB NOTES: 1 SLAB OPENING SHALL BE 24"X 20" NOTE'THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT FOR RECTANGULAR AND 24" (3SEP AN ELECTRONIC DUPLICATE THE ORIGINAL,SIGNED BY THE DIAMETER FOR ROUND. 'I ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT �� pF WAgH �� THE CITY OF KENT A COPY MAY BE OBTAINED UPON REQUEST, 2. SEE STANDARD PLAN 4 5 FOR STEP, �v� co Or.i CITY KENT LADDER AND GRADE RING. �+ � � 2 N ENGINEERING DEPARTMENT 3.ONLY LE OF CATCH BASIN CATCH o R 0 w t^NT MISC. DETAILS FOR DRAINAGE STEPS MAY BE �p� F E k STRUCTURES BASIN. DO NOT MIX STYLES. [� (y S 214a3 ISTER `S.�/ C�V\\� DESI ED BB SCALE NONE STANDARD PLAN ANAL N CHECKED GATE APPROVED uiuxrrn J J �eptembr�r�G04 5/8"-11 UNC•2B HOLE (2 PLCS.TYP.) A L A A N 3/gN n TYP. 3/4" TOP VIEW 18" 7/8"TYP. 1 S/B"TYP.MIN. J 2- 1611 3/4N 17 3/4" 25" SECTION A-A NOTES: 1. MATERIAL USED FOR THE FRAME SHALL BE CAST IRON ONLY.(PER ASTM A48 CL30 H-20 LOADING) 2. TOP OF FRAME SHALL BE ADJUSTED EVEN WITH ROADWAY SECTION NOTE THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT S ()SEPtT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE iI ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT �� pF WAShi,P THE CITY OF KENT A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT ENGINEERING DEPARTMENT N `r KENT 18"X 24" -o q 21493 CATCH BASIN FRAME DESIGNcI a DED DWH RAWN SCALE NONE STANDARD PLAN S ONAL LNG CHECKED DATE C�� APPROVED QGINFEN J September 2009 1 3/8" 117 I � � I 3 17 3/4" I I I I---- TOP VIEW END VIEW 23 3/4" 1 3/8" 1 1/4" 1 5/8" 1/2"INSET HEX SOCKET XX —� �— 15/16" 2 3/4' 2 3/4" /16. 5/16" R. I PARTING LINE FRONT VIEW VANE DETAIL fV NOTES: 11/4" 3/4" 1. PROVIDE FRAME SHOWN IN STANDARD PLAN 5-4. 5/8"-11 UNC-2A STAINLESS STEEL 2. PROVIDE 2-5/8"DIAMETER STAINLESS STEEL ALLEN TYPE SECURING BOLT BOLTS COUNTER SUNK FLUSH WITH COVER 2" 3. GRATE SHALL BE STAMPED"DUMP NO POLLUTANTS", "OUTLET TO STREAM". II 4. ALL LETTERING SHOWN SHALL BE 1/2"AND SHALL BE RECESSED " UNLESS OTHERWISE INDICATED IN THE SPECIAL PROVISIONS. 5. DUCTILE IRON ASTM A-536 GRADE 80-55-06 H-20 RATED. SLOT DETAIL 6. GRATE SHALL BE LOCKING. SLOT FORMED AND RECESSED FOR 5/8"-11 NC x 2" S S.SOCKET HEAD(ALLEN HEAD)CAP SCREW. NOTE. THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT QSEP AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE S `7 ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT WAShiN .q THE CITY OF KENT A COPY MAY BE OBTAINED UPON REQUEST v� co O CITY OF KENT ENGINEERING DEPARTMENT KENT 18" x 24" o� 21493 1493��p \�� w..",...." VANED GRATE O��S�QM1iALE��G\\� DRAWN DESIGNED BBH SCALE NONE STNdDARO PLAN �Y CHECKED DATE S 5 D CJIEfl APPRDVED Sppte 2009 23 3/4" C B C 8 LEVELING PADS 3/4"x 1 3/4"x 1/8" THICK 1"LIFT 2 1/2"DIA. HOLE / A - - - - - A� 3/4"O HOLE N V - - B SECTION B-B `v 11/16" 2 1/8" 1/2"INSET 2 1/8"' PROVIDE 5/8"DIA BOLTS&TAP HEX SOCKET 1 7/8" FRAME FOR LOCK DOWN LID. 15/16" PLAN 5/8" 5/8"41 UNC-2A STAINLESS STEEL SECTION A-A SECURING BOLT NOTES: 11/16" 1, WHEN SPECIFIED ON THE APPROVED PLANS,THE SOLID METAL COVER FOR 1/4" 1-3/16"DIA. SLOT CATCH BASIN SHALL BE FURNISHED IN PLACE OF THE GRATE PROVIDED FOR ON STANDARD PLAN 5-5. v 2. RAISED DESIGNS OTHER THAN THE DIAMOND DESIGN SHOWN HEREON MAY BE USED IF APPROVED BY THE ENGINEER. n 3. CAST IN THE LETTERS"DRAIN"IN 2"RAISED LETTERS, 1/8"HIGH. 4. TO BE USED WITH FRAME SHOWN IN STANDARD PLAN 5-4 3/4" S. PROVIDE 2-5/8"DIAMETER STAINLESS 1/8" 1 1/8" SECTION C-C STEEL ALLEN TYPE BOLTS COUNTER NOTE.THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT SUNK FLUSH WITH COVER.(SEE OSEPtT AN ELECTRONIC DUPLICATE THE ORIGINAL,SIGNED BY THE STANDARD PLAN 5-4 FOR BOLT-DOWN S 17 ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT CATCH BASIN FRAME) h� Qp WAS/ 1� THE CITY OF KENT A COPY MAY BE OBTAINED UPON REQUEST 6. FRAME,CAST IRON ASTM A48 C1.30, O Q� co 0 CITY OF KENT COVER,DUCTILE IRON ASTM A 536 OR ti 7- ENGINEERING DEPARTMENT 8055-06 H-20 RATED. • SOLID CATCH BASIN 10 �, 21493 0 4 — ^`«NT COVER �O F*ISTER� STANDARD PLAN FS�ONAL EN DRAWN-D CWH DRAWN BB scAiE NorvE CHECKED DATE J C-9 APPROVED vII Septet iter ?o04 I DRILL&TAP• 5/8"-11 UNC - 1B (3 @ 1200 ON A 22-1/8" BOLT CIRCLE) 2"RAISED LETTERS B 2" ° RAISED LOGO/LETTERS 00 I k 2 1/8"ROUNDED U RAISED TROUT m FOR 5/8"-11 UNC- 18 S.S. x1s"x4 0 1/2"HEX. CAP SCREWS 1/2' o o (3 REQUIRED) ° R A 1 N 1"PICKHOLE(3 @ 120°) 2"RAISED LETTERS"DRAIN" B A FOR STORM DRAIN 1"HANDLING HOLE(3 26-1/2" PLCS) 25" 111 2S-1/4" 1-1/211 2-3/16" 5/811 23-3/8" 111 1-3/1611 27.5/16" 3/8" 34-1/8" SECTION A-A SECTION B-B NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT SSE, AN ELECTRONIC DUPLICATE THE ORIGINAL, SIGNED BY THE S 1Z ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT �� of WAS& � THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. p w` co O CITY KENT ENGINEERING NO DEPARTMENT N �� KENT ROUND SOLID CATCH BASIN o R 21493 a WA�MI"OTeM FRAME AND COVER �O FGISTER� AL `NG\�� DRAWN DESIGNED BBH SCALE NONE STANDARD PLAN CHECKFD DATE p APPROVED mGm m J � Y M 1 v � Q Z W Z J� g 9NIOlU19 3 0 g D p � O � � H u W ca Ln w m n w N a :D C =O V d x 0 v N Y r z o� ¢ g m o u wz o oiL N N w x O a O \ \ .n w U)W Z< .Zi Z D Ln N Q d a E W ww W W o Ln 0 o uu r uu Q N p p .-. N N Q(7 Q Qu m m n a a V _ ckf O =Z Ln z Z I}1- N- ti W U N J K MF- v n O� r O J O C D O z p r J d t Z Z W p J O v g— a a r w u LL In r Q r w M m w 3 O 3 r o K w Z w O v p p w U 0 ry N Q ZD H m 0 u r LL u� W L, W in p p W p a 5 r05 o w a zoo a � Z J O Z Q .M. N g > p O z ~ w DO !� W m V N � `N' p (~11 r r J '^-Bo Y Q O w z K pZ H Z = = W 2 J m d a Z - w¢¢M p N O ? 9NIOlU18 Vza p u o = m Yaw c7 Z¢ az p Jw < �<Lo N E Y 3g W d� g LL d r J_ r Ifl m_ N J w 2 p = J O p a w W K 0 o a p FrF � � � r r u u rWx V p w z a o = 3 N p Q 00 O w Z J vL uW 3rgo �„a r o a co aLn 'v coat .-.oc w w W JQ o � pw w K p a > l7 r K p p p 0 w Lq w in 0 p p N W ] N _ a K w C W N Qr JZ o o r r S()SEP NOTE THIS PLAN IS NOT LEGAL ENGINEERING DOCUMENT BUT pF WASyi AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE BYO ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT �P z THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. y CITY OF KENT (2y ENGINEERING DEPARTMENT A�o� �FG STER�o �� ` ^� DOWNTOWN OVERLAY �•/ KENT RESIDENTIAL COLLECTOR OVAL ENG\� ARTERIAL STREET DESIGNED DWH SCALE NONE STANDARD PLAN DRAWN BB CHECKED DATE - 6-9 APPROVED o�wN¢a V JJ ;N,It�.�h•zr)09 12" 6° 5 1/2" 9" 10" _ 2 1/2" 5" 2 1/2" 1"R 1/2"R w a Z d°° � 1" a U c e 12"R e N ° ° Q LL 0 a , d < O de° ° .y d ,y COMBINED CURB AND CUTTER CONCRETE EXTRUDED CURB EXPANSION JOINT 1� 10" 2° 1%MIN. 20/D MAX NOTES. 1% P .MIN - 2°/D M - ` ° °• 1. CONCRETE CLASS 3000 IS REQUIRED. gA ✓ , 2. ROLLED CURB MAY ONLY BE USED WITHIN A 4 4 ^a° CUL-DE-SAC. :+ 5"SIDEWALK 3. IN ROADWAY SECTIONS WITH SUPER ELEVATION, ° THE GUTTER PAN WILL MATCH THE ADJACENT PAVEMENT SLOPE. 0 �I 4. DESIGN SIDEWALK CROSS GRADE SHALL BE 1.5%. ROLLED CURB �-- COMBINED CEMENT CONCRETE CURB AND GUTTER NOTE FACE OF CURB SHALL NOT EXTEND TgOFR BEYOND THE FACE OF GUARDRAIL 1( TOWARD THE TRAFFIC LANE 8" s;0° l�z_' STROGyF ygNO VARIES 1 I CO�RFy��O� CFO �\ 0 qfN CEMENT CONCRETE CONCR �OGF PAVEMENT ROLLED CURB �FCU Rg EXTRUDED CONCRETE TRANSITION CURB UNDER GUARDRAIL 1� PSI NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT / N �9 AN ELECTRONIC DUPLICATE THE ORIGINAL,SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT nP o THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST r y CITY OF KENT � . (17 ENGINEERING DEPARTMENT -O ,P 21493 �O,�F GISTeR`�G\�F KENT CEMENT CONCRETE 'TONAL EN DESIGNED DWH NONE STANDARD PLAN DRAWN_ RB SCALE CHECKED DATE — 6-33 APPROVED FHUHcu V 1/4'."V"GROOVE 3/8"EXPANSION JOINT 3/8"EXPANSION JOINT CB DUMMY JOINT 4„ � a �o 0 1"'V'GROOVE SECTION B-B � DUMMY lOINT DU "V"GROOVE 3/8"EXPANSION JOINT DUMMY JOINT �i CB 3/8"EXPANSION JOINT 1"'V'GROOVE DUMMY JOINT B B VERTICAL CURB&SIDEWALK NOTES, 1. AN EXPANSION JOINT CONSISTING OF 3/8"x FULL DEPTH OF PREMOLDED 5, AS ALTERNATIVE TO EXPANSION JOINTS AROUND JOINT MATERIAL SHALL BE PLACED AROUND FIRE HYDRANTS; POLES,POSTS, STRUCTURES, REINFORCING BARS MAY BE EMBEDDED IN AND UTILITY CASTINGS AND ALONG WALLS OR STRUCTURES IN PAVED CONCRETE ON FOUR SIDES OF STRUCTURES, AREAS.JOINT MATERIAL SHALL CONFORM TO THE REQUIREMENTS OF AASHTO M33(ASTM D994). 6. INTERFACE BETWEEN CURB AND ADJACENT SIDEWALK ON INTEGRAL POUR CONSTRUCTION SHALL BE FORMED WITH 2,AN EXPANSION JOINT CONSISTING OF 3/8"OR 1/4"x FULL DEPTH OF 1/4" RADIUS EDGING TOOL ON SEPARATE POUR PREMOLDED JOINT MATERIAL SHALL BE PLACED IN CURBS AND SIDEWALKS CONSTRUCTION AN EXPANSION JOINT CONSISTING OF 3/8" AT A MINIMUM OF 15 FOOT INTERVALS AND AT SIDES OF DRAINAGE INLETS. OR 1/4"x FULL DEPTH OF PREMOLDED JOINT MATERIAL WHEN CURBS AND/OR SIDEWALKS ARE PLACED BY SLIP-FORMING,A SHALL BE PLACED BETWEEN THE CURB OR THICKENED EDGE PREMOLDED STRIP UP TO 1/2"THICK AND UP TO FULL DEPTH MAY BE USED. AND THE ADJACENT SIDEWALK. 3. EXPANSION JOINTS IN SIDEWALK 7. A 1"EDGED GROOVE MAY REPLACE THE 3/8" EXPANSION SHALL BE LOCATED SO AS TO MATCH JOINT AT INTERFACE BETWEEN CURB AND ADJACENT THE JOINTS IN THE CURB WHETHER SIDEWALK FOR SEPARATE POUR CONSTRUCTION. SIDEWALK IS ADJACENT TO CURB OR SEPARATED BY PLANTING STRIP, SOSEPk NOTE, THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT F WASy AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE 4. CONTRACTION JOINTS CONSISTING OF �F ° ` 4c��YO ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT 1/4"V-GROOVES SHALL BE MADE IN v O ti z THE CITY Of KENT A COPY MAYBE OBTAINED UPON REQUEST. SIDEWALK AT FIVE FOOT INTERVALS, INTERMEDIATE TO THE EXPANSION -+ y CITY KENT JOINTS. � L�J ENGINEERING DEPARTMENT A�'o RF?s9eR�� 2 v KENT CURB AND SIDEWALK JOINTS FS�ONAL EN�\� wAYNIMOlOY DESIGNED OWN SCALE NONE STANDARD PLAN DRAWN 88 CHECKED DATE - 6-34 APPROVED S?pterr Uer'U('4 I.T MAX. 5' 5' S' BROOMED FINISH EXPANSION JOINT SJO EXPANSI Fy, P 14S pTFP (TYP.)SEOE D JOINT AIL"A" SEE DETAIL g JOINT(TYP.) EXPANJOINT SIGN O� CURB& GUTTER 15' a, -12" —3/8"x FULL DEPTH �2" CONTRACTIO JOINT,5'O.C. EXPANSION JOINT, (SEE NOTE�) 15'O,C (MATERIAL SEE NOTE O) DETAIL"A" DETAIL"B" EXPANSION JOINT CONCTRACTION JOINT to/o(MIN.) 4"CONCRETE PER WSDOT 2% F STD.SPECIFICATION 8-14 3/8"x FULL DEPTH EXPANSION MATERIAL(SEE NOTE O) DRIVEWAY-� SIDEWALK 2 CRUSHED SURFACING TOP COURSE � 1 3/8"x FULL DEPTH EXPANSION MATERIAL(SEE NOTE Ol ) 4" CURB,GUTTER&SIDEWALK NOTES: CROSS SECTION 4"MIN. 6"CEMENT CONCRETE DRIVEWAY APRON AND 2 GUTTER FOR RESIDENTIAL DRIVEWAYS 1 EXPANSION JOINT MATERIAL TO BE 3/8"x FULL DEPTH AND SHALL BE PLACED AT 15' 8"REINFORCED CEMENT CONCRETE APRON AND 0 C SPACING ELASTOMETRIC JOINT MATERIAL SHALL BE IN CONFORMANCE WITH GUTTER FOR COMMERCIAL DRIVEWAYS. WSDOT STD SPECIFICATION SECTION 9-04.1(4) AN ALTERNATE OF PLASTIC BOND BREAKER MATERIAL WILL BE ALLOWED. DRIVEWAY CROSS SECTION 2 CONTRACTION JOINT SHALL BE 1/4" WIDE BY 2"DEEP AT 5'SPACING. 3, EXPANSION JOINTS SHALL BE INSTALLED S OSEP IN CURB&GUTTER AND SIDEWALK AT k NOTE THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT P C.&P.T.AT ALL CURB RETURNS AND �� of WASN/,M �� AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ALL ANGLE POINTS cT O ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT �P z THE CITY OF KENT,A COPY MAY BE OBTAINED UPON REQUEST, 4, FORM&SUB-GRADE INSPECTIONCITY KENT REQUIRED BEFORE POURING CONCRETE. N .. N �7 ENGINEERINGNG DEPARTMENT S. EXPANSION]DINTS IN SIDEWALKS AND An�� F'c TERL ��F lCCT EXPANSION AND CURBS SHALL BE ALIGNED WITH EACH F Q)\ CONTRACTION JOINTS WA"NINOTOX OTHER AND NOT OFFSET. ONAL c� DESIGNED DWH SCALE NONE STANDARD PLAN 6 DESIGN SIDEWALK CROSS GRADE SHALL DRAWN es BE 1.5%, CHECKED DATE 6-35 aaN�n APPROVE EDGE OF VARIES VAR TURNOUT 6" @ FACE OF CURB VARIES 6"TO 12" z WOOD OR STEEL POST f 0117'MAX.STEEL (STEEL POST SHOWN) v m TUBE Z N pp � d X /j/ N CURB ANTI-TWIST PLATE,SEE ANTI-TWIST PLATE, \/ WSDOT STANDARD SEE WSDOT PLANS H-70 10-00(TYP) STANDARD PLANS TYPE 1(STEEL POST OPTION) TYPE 1 INSTALLED BEHIND CURB EDGE OF TURNOUT VARIES 6"TO 12" BACK OF SIDEWALK VARIES 6"TO 12" 4"x 4"MAX z x WOOD OR STEEL POST v WOOD POST f E (STEEL POST SHOWN) ; i SIDEWALK N /\ ANTI-TWIST PLATE, ✓� SEE WSDOT i' STANDARD PLANS TYPE 1(WOOD POST OPTION) r TYPE 1 INSTALLED BEHIND SIDEWALK SAS p17 NOTE.THIS PLAN IS NOT LEGAL ENGINEERING DOCUMENT BUT �� pp WASy� �9 AN ELECTRONIC DUPLICATE.THE ORIGINAL, SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT zTHE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. NOTE. y CITY OF KENT r ENOINEERINO DEPARTMENT 1. ALL LOCATIONS TO BE APPROVED o� A 21493 �o �� \ �. MAILBOX INSTALLATION BY THE POSTMASTER. O� F )STEP �4 V KtNT TYPE 1 AND 2 2. SEE WSDOT STANDARD PLANS FS`�ONAL G\ we•","sro• SHEET 1 OF 2 H-70.10-00 AND H-70.20-00 FOR DESIGNED DWH SCALE ONE STANDARD PLAN DETAILS, DPAWN DD CHECKED DATE 6-70 APPNOVEO �"�" SEE WSDOT STANDARD PLAN H-70 20-00 FOR Z TUBE CONNECTION N TWO 5/16"X 4 1/2"BOLTS 2"O.D.,14 GAGE TUBE 7DIRECTION WITH TWO FLAT WASHERS TRAFFIC AND ONE LOCKNUT POST MOUNTING SOCKET � (V ANGLE LEG FRONT VIEW SIDE VIEW TYPE 2 (MULTIPLE BOX INSTALLATION) NOTES: 1. SEE STANDARD PLAN 6-40 FOR SIDEWALK REQUIREMENTS. 2. SEE WSDOT STANDARD PLAN H-70.20-00 FOR DETAILS. 0 0 0 0 MIN, CLEAREAR WIDTH 0 0 0 0 0 0 0 0 0 0 0 o y— —{ f I MOUNT ON PEDESTAL _ _ PROVIDED WITH 1'-4" N.D.0 B.0 UNIT ANCHOR BOLT PATTERN PER _ N D.C.B.0 PEDESTAL TEMPLATE 6" PLANTING STRIP EXPANSION JOINT WIDTH 0' EXPANSION JOINT TO VARIABLE e ° EXPANSION JOINT ° a d � d e .y e < < e_ 2 VERTICAL CURB e e a e a FRONT VIEW 2 TYPE N,D C.B.U.INSTALLATION SIDE VIEW (NEIGHBORHOOD DELIVERY AND COLLECTION BOX UNIT) tT NOTES: S()SEP NOTE.THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT WAS y AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE 1. THE POSTMASTER OR DESIGNATED �Y �0 ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT SERVING POST OFFICE WILL DESIGNATE o O) THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. THE LOCATION AND MANNER OF z GROUPING OF MAIL BOXES, y CITY OF KENT ENOINEERINO DEPARTMENT ZO INSTALLATION OF N.D.C.B.U. A�� RF IS 90a�o �� MAILBOX INSTALLATION (INCLUDING CONSTRUCTION OF BASE) KENT TYPE 1 AND 2 WILL BE DONE BY U.S, POSTAL SERVICE. FSS/ONAI E�1G\ W°�MIMOTOM SHEET 2 OF 2 DESIGNED DWH 3. SEE STANDARD PLAN 6-34 FOR CURB DRAWN 00 SCALE NONE STANDARD PAN AND SIDEWALK JOINTS, CHECKED DATE - 6_70 APPROVED F]iGNEFR TRAFFIC DIRECTION 9' 36' 1 42'1 o ❑ o ❑ o ❑ o VARIES (300'MAX.) 4"GAP S r TWO WAY LEFT TURN LANE2.51 o ❑ o ❑ o ❑ o TRAFFIC DIRECTION 4"YELLOW PLASTIC LINE TYPE 2YY RPM TWO WAY LEFT TURN LINES TRAFFIC DIRECTION TRAFFIC DIRECTION 21' 21' 1' ❑ o a o0 1 r8"WHITE PLASTIC LINE TYPE 2YY RPM 4 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 ❑ ❑ o �3� TYPE 2Y RPM 4' YELLOW PLASTIC LINE ❑ �� TRAFFIC DIRECTION TYPE 2W RPM 4"WHITE PLASTIC LINE SKIP CENTER LINE TRAFFIC DIRECTION 6' 8' LANE LINE 1' �oe � ao TYPE 2W RPM 8' WHITE PLASTIC LINE DOTTED WIDE LINE 4"WHITE OR YELLOW PLASTIC LINE EDGE LINE TRAFFIC DIRECTION 21'(TYP) 18"YELLOW PLASTIC 1„ BARRIER LINE ❑ ❑ ❑ ❑ 0 F71 o a o 3, 91 18"-TYPE 2Y RPM'S EQUALLY SPACED 1„ �OSEPt r TRAFFIC DIRECTION T82W WASy', � BARRIER LINE ,A CITY OF KENT "WHITE PLASTIC LINE cooZ �J ENGINEERING DEPARTMENT RPM T TYPICAL THERMOPLASTIC DROP LANE LINE 10 P 214s3 KENT LANE MARKINGS G � !$TER� \\�� DESIGNED FS SCALE NONE STANDARD PLAN S��NAL ENS\ DRAWN SPs CHECKED DATE 02-2003 6-74 APPROVED- 6'_7" EDGE LINE r3'-;3' 3'-3" LANE LINE OR CENTERLINE 0 -H o , io .y n 2 io KEY; w lO RR CROSSING SYMBOL w 2O 600 mm STOP BAR m 3O W10-1ADVANCE WARNING SIGN 2 r SEE THE MUTCD,PART 8,FOR LETTER * o LAYOUT. , 3'_4" io w u U W m � � W Z N = c� 4 p o 1 �— O O F- K ^ a 1, a V.01. "Zn W RR � _0„ O NARROW RR CROSSING SYMBOL DETAILS HI o NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT N QSE�jz AN ELECTRONIC DUPLICATE THE ORIGINAL,SIGNED BY THE S z ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF KENT A COPY MAY BE OBTAINED UPON REQUEST. `� � CITY OF KENT O y -Z A� ENGINEERING DEPARTMENT RAILROAD WARNING 21493 O KENT PAVEMENT MARKINGS �'oc. FCISTEaE F<`' RAILROAD-HIGHWAY GRADE CROSSINGS FPS �G\� DESIGNED DRAWN 8e DWH SCALENGNE STANDARD PLAN NARROW PAVEMENT MARKING PLACEMENT DETAIL ONAL E CHECKED DATE - 6-73 pIgNEFA V CJ AavRovED iN�)1Eff1De7 ii/)1, J £ w N S v d W Q O O > W y V < Z �Q vl Yin V to QOw w a w $ a uo zin > � 2J oOOa Q w n z a w C K Z O J O u l7 m g rn � Q Q 2 m O W Z Q N N rj m Q V O 0. c 00 vQ N FJ- w wd zo > m m 2 IQ = Z N O Zrz - r Z Z N F V 1 O w m O ¢ Q � 0 �' -' Q K O (n LL J �_ m Z Lo W Op Z � w z x w w Z N > Q O VO V) a F O O O m rn a < ¢ W W J m w = 7 W CL ¢ _ w�o O w F m ¢ _ N o = = n a F- N = N O Z V Z O Z Z Q Z 2i X ZOO Q W J Ypt J M W W J J N O W V R' U) tzt-�� Q O = (1), U'Ld ¢ N Z N t- (n Z p W ¢ � Q ¢¢ O0 D uF- > C7 oC In n 0 w p w N ��\ a iZ Z �N? z \/ Z Q0 � uWho OF- 0 Z V ¢ Q d �j W Oy v C7 O y ti n \� .V-. =a V n0. = O ZO w o o o 0 o 0 0 o o 0 0 0 0 0 0 % m W g C0 � 0 w w C) Q O T Z N O N = Ja Yb : HZT w Lnn ^I z0 aC) wz ¢ m l7 J ^ \ F- v z ¢ m < ^ Q Q w > W Q d d J \\ YbZ N J O O O J a > ONOaQ NM =ca 0. W m > W W Q N < � 5 V V1 d Q W o O 2 FO F 0 a pcn � N O Q 8m �o pSEPr S �7 NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT of WASy/ AN ELECTRONIC DUPLICATE THE ORIGINAL,SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT y o THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST, y CITY OF KENT ENGINEERING DEPARTMENT 21493 O �- PDX� FGISTER� � KENT SIGN INSTALLATION �V WAYHIMYTYy 'TONAL E� \ DESIGNED DWH NONE STANDARD PLAN DRAWN BB SCALE CHECKED I DATE - C7 C—p 2 APPRWED eHcwc&v V >eh�enoer J�09 WSDOT STANDARD PLANS DRAINAGE STRUCTURES AND HYDRAULICS B-55.20-00 Pipe Zone Bedding and Backflll TRAFFIC BARRIER C-1 Beam Guardrail Typel — 4 (W-Beam) (2 sheets) C-6 Beam Guardrail Anchor Type 1 (2 sheets) CURBS, SIDEWAKS, AND DRIVEWAYS F-40.12-01 Parallel Curb Ramp FENCE AND GLARE SCREEN L-20.10-01 Chain Link Fence Types 3 and 4 (2 sheets) Horseshoe Secondary Levees Ph II/Horn A - 2 July 11, 2012 Project Number 09-3005 7 � �mwar.onw.ruoae.rn.m+r.NnNm O b � o+wA.�.�,n� mr�warM�u.rav p c wlmmMurxvaemovwMawe�cNau N Q NNIMMMU.P�f IIIWviuLLoseNNl a�` Ui L'aYtA'JBtl®YYOT9IIYlpILM'Ytlrz mW/ Q No g Si a�'SGp�I � 0 0 m U O F 0 LLO N yqq W DC a rc > pFp N 3N023did �blY 4�oQF+ a g 0 p w a 6 ZIE s` � � N � H �1► m � v 0 A0 0 g N N 0 o a m C. �`��° 8 S xr o° w m w r 0 Ir ` o u z 2twiu77� C e y y ww w wz 2a wr2mr u, 83 m o �� °� a ap y � 1 O ra m ° rn W poo 41 �O� wZ ss � sss m W J N U IL ZJ a p � � W Q. 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ZQ4 xG y oNQW a W Z U0 0 U am w O 0 W _ p s Q Z SNRI38 nle A9 MAYda W tom, YtW®vl',FE/.M.uNY� r O,ATYMBILY4MlbIi[1MMaY/u O ^� WIYIONY,YJIMY q/�r/0.Vxiuwa�xl r �4u e 4 m14M TMfttlfLL 3fYYWIV.MdIxn�YL4 F4{G}4$1 ,w✓covws.evwenr,oru.wvuu�a W r, �. V C o 0 OS aa'd y Z`t N m F ors LL z z � � ; goo � € O O O J H aS N LL a rd�Jd�`f f �Q Q�sy a 44 6 G " r4 x c ul � V Z m s 0 z � o o g m � o o z ❑ ❑ J J g W j 6 7 F S LL = Q S n iV O �i in V Z LL mLL �' LL Z? Z} O pQ O 0 d ❑ m ❑ e O� p aay yg LL G`v W� V F as �y N ry 1 z® � a sra�aae pie �a wrnvaa MISCELLANEOUS DETAILS 6-15(a) - (d) Removable Bollard Levee Wall - Block Finish Tideflex Checkmate Inline Check Valve (2 sheets) Horseshoe Secondary Levees Ph II/Horn A - 3 July 11, 2012 Project Number 09-3005 7 O DIRECTION OF BICYCLE/ PEDESTRIAN TRAFFIC - m 4"x4"xt/8" A500 STEEL BOLLARD k A a (SEE STD DETAIL 6-15(d)) •' e 4, •° (\ ♦ a 1d A. ' r ° - 3/8" PLATE STEEL HINGE (SEE STD. DETAIL 6-15(b)) ° _ PLAN VIEW "BEST" TYPE PADLOCK FINISHED GRADE �. 1%e 1 `\ —1%_ �—2" ACP PAVEMENT (TYPICAL) O O ° O O 000 - ° 000000000005*1 /j�j� `, • , •° j\\j��`��i�� 2" CRUSHED SURFACING, TOP COURSE 4 I k a ° el �° COMPACTED EARTH 4 BOLLARD CASING 4 (SEE STD. DETAIL 6-15(c) A . • 4 a ' d• .a K 1 A d •14 4 24"x12"x12" CLASS 3000 CEMENT CONCRETE BASE 4,. i 4 •♦• d 4 1 CU. FT. 5/8" GRAVEL A ♦. REMOVABLE BOLLARD {{�o ill ❑ ❑ ❑ ❑ ❑ ❑ ❑• ❑ ❑ ❑ ❑ ❑ o p r q❑ ❑ ❑ o ❑ n n .� n n n ❑ ❑q, DESIGNED 1B -- SALE NONE STANDARD DETAIL DRAWN JM CHEM EW DATE 9-?6-01 6-15(a) APPROVED cm e"cwax PIN=1/8" DIA. R=1/B" 5" 1 11/32" ,J -1f4» 1/2 7/8" i ��_ 1, 1" 3/4» I 4v- 25/32- '/4" 15/32»4 5/16" it ------- - -- 3/4" II 1 5/32" 7/8" 1 1/4" I i R=1/32" NF 7 1/4" (STAINLESS DSTEEL 3F/LATHEADGSCREWS NOTE 1. HINGE TO BE FABRICATED FROM 3/8" STEEL PLATE TO GIVEN DIMENSIONS. 2. DIMENSIONS GIVEN ARE APPROXIMATE. FABRICATOR TO ADJUST AS NEEDED TO ENSURE PROPER FIT. v�C HINGE ASSEMBLY w�»t.T.. (FOR REMOVABLE BOLLARD) DESIGNED JB STANDARD DETAIL DRAWN JM SCALE NONE CHECKED EW DATE 6-11-99 6—1 5(b) m OiCMEfl APPROVED 3„ 1 5 f 32" 1 5 1 1/16" _ N � i 1 1/16" 1/4" DIA. NF FOR SCREWS TO PLAN VIEW FASTEN HINGE — SEE STD. DETAIL 6-15(b) 5-5/16" 4-5/B" 7/16" 1-15/32" �5/8" 3-1/16" ME 1/2" DIA x 6" LONG BOLT, BEND AND WELD TO CASE 4 0 N 2-1/2" INSIDE DIA. GALVANIZED IRON PIPE ELEVATION VIEW NOTES: 1. CASE TO BE MADE OF 1/2" STEEL PLATE, BOLLARD CASING CUT AND WELD TO GIVEN DIMENSIONS 1Ct O T W1""IXOT"X (FOR REMOVABLE BOLLARD 2. DIMENSIONS GIVEN ARE APPROXIMATE FABRICATOR DESIGNED Je TO ADJUST AS NEEDED TO ENSURE PROPER FIT DRAWN JM SCALE NONE STANDARD DETA CHECKED PY IDATE 9-26-01 6- 1 5(c) crtr tiicwml APPRDVED_ 4" 3/16" A500 STEEL PLATE CUT TO CONFORM l 1/8" TO SQUARE TUBE WELD AND GRIND SMOOTH. 1 1/2" 1" DIAMETER HOLES, REMOVE BURRS, TWO PLACES 4"x4"xt/8" A500 STEEL SQUARE TUBE. INSTALL PLUMB PAINT: 1 COAT RUSTOLEUM PRIMER #7673 2 COATS RUSTOLEUM #7797 SEMIGLOSS WHITE PAINT FULL LENGTH PRIOR TO PLACEMENT. (SEE NOTE 1.) N 1/4" DIAMETER STAINLESS STEEL ROD WELD TO POST �1" 1/8" DIA. DRAIN HOLE in 1/4" A500 STEEL PLATE CUT TO CONFORM TO SQUARE TUBE WELD AND GRIND SMOOTH. 1/B" N 2" OUTSIDE DIA. GALVANIZED IRON PIPE NOTES 12" 1. INSTALL A 4"x24" STRIP OF CONSPICUITY SHEETING FULL LENGTH IN THE DIRECTION OF TRAVEL SHEETING SHALL BE 3M BRAND SCOTCHUTE (TM) DIAMOND GRADE, SERIES 980 OR APPROVED EQUAL (SEE PLAN VIEW � /'� ON DETAIL 6-15(a)). V N.I. BOLLARD 2. DIMENSIONS GIVEN ARE APPROXIMATE FABRICATOR w•""I""*"" (FOR REMOVABLE BOLLARD) TO ADJUST AS NEEDED TO ENSURE PROPER FIT. DESIGNED as SCALE NONE STANDARD DETAR DRAWN JM CHECKED E'M DATE B-11-99 6-15(d) cm E1+GNFD1 APPROVED_ I O Z M L. (n O � � M co 0 U E a) U � 72 C V •V —I N N L Q > LO 41 TI-deflex - CheckMate Page 1 of 1 Search AM W r f r search -Need help mth searching" Nome About Us News Applications Products&Systems Tech Info Rep Locator Contact/Catalogs Jobs m' `€'" ^�=cam' ':;.Tee h��"`;., t=� _�''��r r`".';,`:.ya'�4""'(j�. _ - - -•Y _.,.y.A{�r AL Menu TldeflexValve-Design CheekMate Infine Check Valve Data Form Home - Check Valves- CheckMate®Inline Check Valve Series TF-1 Series 35-1 Features Series TF-2 Extremely low headloss Series 35 Durable I %elastomer construction Easily installeo In any type of pipe Series 37 No menchanical parts 4"(100 mm)-72"(1300 mm)size CheckMate 25 year life expectancy Series 37G Operates on deferential pressure Virtually maintenance-free Series 37G/ Thimble Self-draining Insert Less than V of head pressure cracks open valve Series Waterflex Check Eliminates standing vaster Valve Silent,non-slamming Simple installation Series 39/33 Extensive independent hydraulic testing Series 39F Opens to near full pipe diameter Series OSV Materials Of Construction Series 2633 (elastomer Information Expansion Clamps Thimble/ Mounting 304 Stainless Steel(Standard) Plates 316 Stainless Steel Special Alloys Available To view the CheckMate®Valve in action,{press the play button above t Description Brochures Patented by Red Valve Company, the CheckMate Inline Check Valve is CheckMate@)Inline Check ideal for backflow prevention and odor mitigation In outfalls, stonnwater, Valve ^ � CSO and SSO applications, the CheckMate'sb custorn-engineered ail- rubber unibody design eliminates costly backflow from oceans, rivers and Case Studies interceptors Checkfvlatc,s Valves are readily available in 4" to 72" s,zes Stonnwater Flood The CheckMate()is built to Quit all your site specific and flow needs Protection Odoi Mitigation In Loving Memory... , Z9 t The SpiosG Rafhs,entreprenew, s- `'� CheckMate's0 Unique elastoiner-reinfeiced design founder and chairman of Red rfi_ provides a proven record of raintenance-free Valve performance,cost savings and results that no other inline kip M, "o check valve can match -The valve has a 100n fabric and Red Valve Launches ',-_ `��?�� ' elastanar construction that elurnnates corrosion probierns New Product- Because the CheckMateT,is made with a umbody CheckMate Inline (•-r„;�". s� - a�,° 1rg4t rI construction, there are no mechanical components to Check Valve tee,,,;1<3 catch debris,corrode or fail This result Is In Savrnrg s-both in time and costs Home-Check Valves- CheckMale(il Inline Check Valve ""`'( - x'r '�'- !"' ;° #„��^a, • To view '�' � •. - ,i'''`', `` Red Valve Company s Defends TMS Patent 3tr http://www.tideflex.com/tf/index.phplcontent/view/257/388/ 5/25/2012 Mounting Styles and Configurations Downstream Clamp Upstream Clamp Flow Flow -- Io — Downstream Flanged Upstream Flanged EFlow Flow I Downstream Flanged Thimble Insert Upstream Flanged Thimble Insert ,�r-, - ,\ - --, ------------ Flow Flow � Flange shape and bolt pattern can be customized. Flangeless thimble inserts are available. NOMINAL OVERALL CUFF BACK PRESSURE PIPE SIZE LD.* LENGTH**- NUMBER - DEPTH -'RATING OF CLAMPS Inches Millimeters Inches Millimeters Inches Millimeters Feet Meters 4 100 7.86 200 1 1.5 38 40 12 6 150 9 229 1 2 51 40 12 8 200 15.23 387 1 2 51 40 12 9 225 15.38 391 1 2 51 40 12 10, 250 16.12 409 -1,; ' 2 ';' --151 40 - 12 , ;f 12 300 , 23 584 = 1 2 `' - 51 40 _ 12 - 14 350, 25.75 654 1 4 .102 20 6 ' 16 400 _ 28.61 727 7 4 102 20 6- 18 450 31 787 1 4 102 20 6 20 500 42.14 1070 2 8 203 20 6 24 600 47.5 1207 2 8 203 20 6 30 750 54.87 1394 2 8 203 20 6 36 900, 62.25- a ' -1581 2:..,, g:_==__�' 203 - -20 ` '_6 42 _ 1050 70.62 1794 8 . - 203 10:==- _ 3' -48 1200 79 2007 -2_ 8 ,` 203 10 3 54, 1350 86.37 4194 3 8 ___ 203 10 3� �L 60 1500 102,5 1 2604 2- '_ 12' - 305 10 3 *Larger sizes available upon request **Shorter lengths available. Checkvalves 17 TRAFFIC CONTROL PLANS Horseshoe Secondary Levees Ph II/Horn A - 4 July 11, 2012 Project Number 09-3005.7 I1S H169Z S J LULL—J'J' O G• o(1d7(�� r p° L7 O o C.�,J Cl El ❑ �ij z V5 a e C�6Q g [�,J, N r FJ OV3Htl r' n G -Ell °(j N NaOM VOa ° a ]y `Q C] a Go C� c CID 0 15 lIM 1 E � � � lr' +=�tnfn pip L DETOUR ❑ o l O3nSdn O'T°0 C7�o DETOUR R avea n lZ uoLJQL w 0 man013 � ls o xpI—ED Cl qr:j � U ^o d I DETOURfE t ❑ LL� =_ ❑a � ` n kggs r° ❑ � r� 0 SSf,�� p e � � L- flocs I� 0 3 8 o d �- o [{ ` �� a V a �il DJ ��DETOUR Lnni ❑ f o LI ❑ 1 o a Q 6°e L`� r_u 1/ C� �lcv C? "�� a ` a 0 0 rrC-� L LIE 1S H169Z OV3HV a3SO10 Otloa l � �° � o L]�QL�i��L10`a•�wl �Q Q o r o El 03solo avoa CUD ❑ < 0 an0130 ON3 Q } 4r-r Pit DETOURZ- t 1S HL6SZ S _1S HL69Z S /�- O 1 (DETOUR 0 g a C0 A a Q ROAD CLOSED �2 R _ ED ROAD + 0 Q Q , �"l g v N r-CLOSED ro _ r / 79TH AVE 5 S 259TH ST J � g ^Xp C1 1 �� pp �� )) 0 Li Li ElN ROAD CLOSED `ROAD CLOSED AHEAD i AHEAD S-' �u fn, L� 1S 19Z S 79TH AVEs �� S 259TH ST i S^3AV H 6L ROAD WORK AHEAD D p° OV3HV NaOM�OtlOa 79TH AVE S I❑ 4 U—1l S 3AV H16L © otl3Hv o3sol0 avoa J m] pC�3C N Z E-D==CZ SaQ w anO130_� L11 I�T W `Ll� x j N U W� IS H199Z S �'• o O¢ ° 0 �, Doi 0 ZH 0 ' LI rJ r !1`rl�-7 c� bye � F 'a L `� � �vrls 1, �Q � G U PCMS ( ��1 .-�� C7 1 u.9 rr' {�1 '�1C��-C� f✓fit n W' �]R w ❑ I 1ST AT DAlE L } �v — � op 7 . � n ❑ [> �� AVE 259TH C L`�nl r r!> , CLOSED ST DATE '��>�� T' � `''"'� u-j1.. L—I El j 1 �� c � ,� fit° ti it c n P. [fit n 6 SWOd In0 m4«T � r v Opfl Lf oN �a Ierut. rJ oar �2iix�t"'a n o G t NOT TO [_a&gc» C7 re SCALE o z-ua k 03SO10 OVOa — --- _ n,� QO7 Q x ❑ n LJ `eWf �r �3 t "f— S. 259TH ST'�!f'L} PCMS PCMS i 1 2 3 I r� 1 2 3 J 259TH AT DATE S� I s C 'C LOS U RE '� 25ST 1ST9TH AT DATE _ CLOSED AVE JST DATE r p' AREA ;� CLOSED AVE fDATE I`_r J Ld -- �� ROAD CLOSED I> cal " <t # ` _r r CE A 165 j r .,ry k'_S -�-—O — [I 1 j L r'i 4ya``-'�`J`y�t�t ,.y r r °* _�cc�— cl - PCMS n 1 L n rrti i'r I L' 79TH AT DATE — S. 266TH ST AVE. 261ST �_� _CLOSED ST DATE �J �� k LEGEND AND NOTES- 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE fr MUTCD AND CITY OF KENT SPECIFICATIONS 2. ALL TEMPORARY TRAFFIC CONTROL SIGNS SHALL BE , 48-X48- B/O UNLESS OTHERWISE SPECIFIED `} 3. THE CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR 10 CALENDAR DAYS IN ADVANCE OF PROPOSED START OF ROAD CLOSURE 4. THE CONTRACTOR SHALL PLACE AND ACTIVATE PORTABLE CHANGEABLE MESSAGE SIGNS (PCMS) 7 CALENDAR DAYS IN ADVANCE OF ROAD CLOSURE. 5 THE LOCATION OF PCMS SHALL BE APPROVED BY THE CITY INSPECTOR TRAFFIC CONTROL PLAN 6. THE CONTRACTOR SHALL NOTIFY CITY TRAFFIC SIGNAL ENGINEER (JOHN DAYS ROSTAD AT 253-856-5565) 5 ADVANCE WARNING SIGNS CALENDAR IN ADVANCE OF THE PROPOSED START OF ROAD CLOSURE 7 LOCAL ACCESS SHALL BE MAINTAINED TO ALL AND PCMS D I S P LAY PROPERTIES AT ALL TIMES H TYPE 3 BARRICADE SIGN TCP SHEET 2 OF 2 r-%V pnnln0AOn5 Rnth AVF RAKINlldwmrwit Rn%TfR n7Awn A01 MI74 IR 44 PM 0 la l o Z wQU to >O } Of 0Z Z V1U� $ 3i N Jpawa Y oyc3m UU_jUK •.•u ri'y o �noi_j ^$ 7�\i ¢ ~g � U] W U~ �UQ(A � J Q F-Ul 2 Q U U (n Q U Q / r -------- Z N ' 1 {111 j 4 • 1 F } W � F'�o Cc� •z x I �it W„ iI 3� mm MY =F-T f o5F— — -- --- 1 N N F a 1 J ~ o m n n �� 0lw <a o "ol x U) �� W m I LC) —� r <Ztn N N J U 70 w �I x xW in _ �C3 r-mm J_— 3AV IVHIN30 _ 3 U w w — woo 00 GEOTECHNICAL INFORMATION Horseshoe Secondary Levees Ph II/Horn A - 5 July 11, 2012 Project Number 09-3005 7 L m N � N J O a m vn W Z f W w c m q - �tiJd, � LAr1 `- �o A p J Q a la O ' i• ^�1"'x{ E U P w -= U �.:: ❑ .. u, n E Z Z, �a o_ „ 79 o' n E E E 5 W L 2 c ca E E b g ° rm m U F rn z O❑[n Q; N_�_ y�y O Q _ 3 r� h s 1 qE�y, 01 193J1S 1S L96 S E ti Q 4 N 2l W w W Iz W of d ,W W' ER 41 °' 133N1S i11��C S '' a r Nlr a°o c Z r-N K A'l5 Sfl�'JYL Yq§g 8-pIQ$RC wp[�yuuGl BV C!tf OD[[1011RUYY�MKIiO1 gU.tl S � N V m N m LL 1 J i i o W rui W �uj 0 m V „ � w a r 'n o E W W m m E m m _ li N� I'• W•- 5y W J yU W a Ir m r pp m c 3NV I119(11V c a,z G m V z r- , 10 �i w (� what ' orz ' L3dti LS H16SZ S o�w o 21 _ v 2 N x �s mam Ware-aa ez ma etau aoula.rmsorselo�wn.e SOIL CLASSIFICATION CHART ADDITIONAL MATERIAL SYMBOLS SYMBOLS TYPICAL SYMBOLS MAJOR DIVISIONS TYPICAL GRAPH LETTER DESCRIPTIONS GRAPH LETTER DESCRIPTIONS WELL GRADEDGeavELS GRAVEL- CLEAN GW SANDINx-uRES �� CC Cement Concrete GRAVEL GRAVELS AND o 0 GRAVELLY AUTILEORN0rwE5I O O PoOft1Y GITAOFO GRAVELS SOILS D D GP ; GRAVE SAND Lnx uREs AC Asphalt Concrete a COARSE SILTY GRAVELS GRAVEL-SAND MORE THAN sO% GRAVELS WITH GM sar TmxruREs GRAINED OF COARSE FINES Crushed Rock! solLs FRACTION --- CR Quarry Spalls RETAINEDONNO IpyPREf iAD�ENIWNi CLAYEY GruIELS GRAVEL SAND ,SIEVE Or F"Vil O GC CLAY MIKTUNES Topsoil/ TS Forest Duff/Sod SW WELL GRAOFO SAJOS 6HAVLLLY CLEAN SANDS v.NOS MORE THAN 5D% SAND _ R E TAI NE'D ON NO AND (LITRE DR RO EINF51 200 SL'-VE SANDY SP POORLSON0 SANDS SOILS LLY __ Measured groundwater level in _ exploration,well,or piezometer MORE THAN 5)X SANDSWITH SM SILTYSANDS SANG-SILT Or COARSE FINES uixruRES Groundwater observed at time of FRACTION PASSING He _ exploration SIEVE IAPFF CIVILEAAOUNT SIC CLAYEYSANDS SAND-CLAY Drrll=sl HIxTUDE5 Perched water observed at time of NIORG.Q SILTS ROCK FLOUR exploration ML PLE1eryrswnHsucH* Measured free product in well or LAS INORGN.c CLAYS OF Law To — p1ezomefer /y (� SILTS CLAYSNIEC S NOVICIIV SILTY IL Graphics Loy Contact AND LIQUID LIMIT CL CLAYS SANOYCLAY6 RAL ELLLAYS FINE GRAINED CLAYS LESS THAN 50 LEAN LAYS SOILS OL ORGANIC SILTS AND ORGANIC Distinct contact between sell strata or iffl sL-Y CLAYS OF LOW PLASTICITY geologic units IAOREINoncANlcslLr3 FncACEOUSM Approximate location of sod strata FASSI THNO 20 MH DIATOMACEOUS SILTYSOILS change within a geologic sod unit RAssSIE E zoo g 9 9 SIEVE -� SILTS AND 0R�Ilµr„INW CH PLAS;IC+ry""YSOFHIGH Material Description Contact CLAYS Distinct contact between sod strata or OH ORGANIC CLAYS AND SILTS OF geologic Units MEDIUH TO HIGH PI ASTICITY ____ Approximate location of soli strata Change HIGHLY ORGANIC SOILS PT P HEAHTwithin a geologic sod unit Ixnnus SWAMP saLs wlTHg g IG ORGANIC CONTENTS NOTE Multiple symbols are used to Indicate borderline or dual sod classifications Laboratory/ Field Tests Sampler Symbol Descriptions %F Percent fines AL Atterberg limits 2.4-inch I D split barrel CA Chemical analysis CIDLaboratory compaction test ® Standard Penetration Test(SPT) CS Consolidation test DS Direct shear . Shelby tube HA Hydrometer analysis MC Moisture content ® Piston MD Moisture content and dry density OC Organic content ® Direct-Push PM Permeability or hydraulic conductivity PP Pocket penetrometer ® Bulk or grab SA Sieve analysis TX Triaxial compression UC Unconfined compression VS Vane shear Biowcount is recorded for driven samplers as the number of blows required to advance sampler 12 inches(or Sheen Classification distance noted) See exploration log for hammer weight and drop NS No Visible Sheen SS Slight Sheen A"P"indicates sampler pushed using the weight of the MS Moderate Sheen drill rig HS Heavy Sheen NT Not Tested NOTE The reader must refer to the discussion In the report text and the logs of explorations for a proper understanding of subsurface conditions Descriptions on the logs apply only at the specific exploration locations and at the time the explorations were made they are not warranted to be representatwe or subsurface conditions at other locations or times KEY TO EXPLORATION LOGS G EcIENGINEERS FIGUREA-1 Staff End Total Logged By MJH Drilling Dulled 9/21/2009 9/2 V2009 Depth(tt) 41 5 Checked By US Driller Holocene Drilling Method Hollow Stem Auger Surface Elevation(ft) 48 0 Hammer 1401b/30m Drop Autohammer' Drilling BK-81 Vertical Datum Data P Equipment Easting(X) System Groundwater Northing(Y) Datum Depth to Date Measured Wale 0 Elevation 141 Notes 9/21/2009 220 260 FIELD DATA 6 _v w E 0 m 0 MATERIAL 12 v m m 0 DESCRIPTION 0 REMARKS O " mm v w w W � = K LLZ u �f 2i C7 C7U �U Oa 0 Is 3t(a3) SA S�f Brown silty fine to coarse Sand Nanh cccasional 11 ,o tine gravel(dense,moist)(till) P� 5 10 6(B) 1 Grades to loose,moist 14 %F=43 SA o-° W1 Brown silt with[race sand and organics(wood) (soft,moist)(attmlum) 10 Ix 2(3) 2 ( 61 LL=53,PI=19 AL I 0 ro5 Mt. Dark gray sandy silt(very stiff,moist)(alli vmm) 15 Ix 12(17) SA 32 %F=68 ML Giay silt with fine surd(mrdni n sut4,moist) 0 20 18 i(4) AS 44 LL=42;P1=12 h 24 S VS=790 psf w u 25 13 10(14) 6 11 SAt Gray silty find to medium sand(medium dense, wet} z u z a ti0 SP-SM Black tin,to mcdunn sand with silt Onedmnr 30 IS )7(24) 7 d'me,wel) d �5 F 35 Note See Figure A-1 for explanation of symbols s a Log of Boring B-2 Project Horseshoe Bend Levee GM N Gy M E R Protect Location Kent,Washington Figure A-2 - Project Number 0410-172-00 Shheet 1 of 2 FIELD DATA o " A E v o MATERIAL REMARKS m DESCRIPTION „ _ m 2 2 N C `U N f y o > _ W 0 � Y' LL2 V NH > f7 U' U V Ca SA 1� 'te IN 28(39) 9 Grades to dense *Haminct iated at approNund icly 33%efficiency Bloesdoot are umun ected fIC[d nteasuremcnts Densities reflect corrected tesistames 0 0 z i u 0 w u a a w r U Z r s c' 2 0 u' u S G u Note See Figure A-1 for explanation of symbols 4 a Log of Boring B-2 (continued) Protect Horseshoe Bend Levee Eo E N I Protect Location. Kent, Washington Figure A-2 7 Protect Number 0410-172-00 Sheet 2of2 Start End Total 101 5 Logged By MJH Duller Holocene Drilling Drilling Mud Rotary Dulled 9/22,2009 9%2Z2009 Depth(fi) Checked By LJS Method Surface Elevation(it) 490 Hammer 1401b/30m Drop Autohammer, Drilling BK-81 Vertical Datum Data p Equipment Easing(X) System Groundwater Northing(Y) Datum Depm Io Date Measured wdler([it Elevation(fit Notes 9/22/2009 150 340 FIELD DATA w E % ° MATERIAL > REMARKS v 30 w DESCRIPTION v Y m 2: o t R m 3 c r a N g v w n o E'm 2 o ` 'c w o -C of wZ u° rn� � 0 (9U �E0 oa —fftl 10 61(So) 5 Sit Bloun silty fine to coarse sand ti�till f no to w = coarse gra%el(eery dense,moist)(fill) p5 SP-SAi Brown fine to medium sand with silt(medium 5 $ 1(10) 2 dense,mois0(Fill) Mli Brown sandy silt(stiff,moist)(alluvium) ,moo io S 6(8) S 24 %F=55 i �5 15 16 3(4) 4 5_ 46 LL=59,PI=22 AL NIL Grayhed silt with ium sand(medium stiff,wet) 20 (alluvium) SP-SM Gray sand w rIh silt(medium dense,wet) o 12 8([1) 6 (alluvium) 5 20 0 'a w x u `o w h0 �- 25 6 IS(21) SA 31 y u z a u - y0 mart Gray silt with trace sand(soli,wen d0 14 Ito tit. 51 LL=55,PI=21 ?4 ° es LL=66,P1=29,VS-=830 psf 18 9(12) 9 M11 Gray silt with sand and occasional organics Note See Figure A-1 for explanation of symbols s a Log of Boring B-3 Project Horseshoe Bend Levee s G Eo E N G( R Project Location Kent,Washington Figure A-3 Project Number 0410-172-00 Sheet 1of3 FIELD DATA N MATERIAL v m d d DESCRIPTION REMARKS w f IZ' 0 v)1- U' ou ici oa 35 (wood fibers)(stiff,wet) S6t Black silty fine to medium sand with trace silt ,moo (medium dense,wet) 4e 14 29(40) SA Grades to dense 24 'bP=1S h 45 16 37(51) 11 Grades to very dense 0 50 13 40(42) 12 Grades to dense h 55 11 II(15) 13 SP Black fine to medium sand with trace silt(very 0dense,wet) 60 14 41(57) 14 0 a MUSM _ Gray sandy silt and interbedded layers of silty sand(sulT wet) 65 14 S(I t) MG 54 c 24 z �O 4: vs-910li 7016 2 IG I5(21) MC6mde,to suy salt 36 17 ML bra),brolsm monied silt with sand and trace organir,(stiff;wet) u s Is 7(10) 2 54 LL=76,PI=37 3- a Note See Figure A-1 for explanation of symbols A z Log of Boring B-3 (continued) Protect Horseshoe Bend Levee $ M N G I Protect Location Kent,Washington Figure A-3 Protect Number 0410-172-00 Sheet2of3 FIELD DATA o a A E s MATERIAL d a 3 N m REMARKS o = d Z DESCRIPTION m t Z o D m C OJ c C N ^�N N O N O O T V W Q � 1z V tnh > � t7U eo is 1(1) 19 Grades to soft 36 Mc 20 VS=660 psr �h 95 18 8(I I) Mc to stiff 40 PSI sa Ia 7(10) z 39 Mc 22 Se-S:N Black fine to coarse sand with fine to coarse gra%el and silt(medmm dense,wet) Harder drilling Ay ab 7 30(41) 23 Grades to dense 41 rou Gray silt with trace Tagil(inednun snf7,wet) 100 4 3(4) L4 37 Mc *Hammer rated at approximately 83%efficiency Blmt s/foot ire uncorrected field measurements Deasitte%r�tkut corrected iehut.uues 0 a x u 0 u c+ n a i? ,f z i7 n 's y E a 'a F U Note See Figure A-1 for explanation of symbols A S n Log of Boring B-3 (continued) Project Horseshoe Bend Levee GMENGINEERS Project Location Kent,Washington Project Number. 0410-172-00 Shheete o 3 Start End Total 51 5 Logged By MJH Driller Holocene Drilling Drilling Mud Rotary Drilled 12116/2009 12/1&2009 Depth(ft) Checked By LJS Method Surface Elevation(0) 49 0 Hammer 140-lb/30-in Drop Autohammer` Drilling Mobile B-59 Vertical Datum Data P Equipment Easing(X) System Groundwater Northing(Y) Datum Depth to Date Measured Water it Elevation 0111 Notes 12/16/2009 200 290 FIELD DATA MATERIAL d 3 N z ar REMARKS 0 120 w DESCRIPTION _ L � m u - y wZ o a d n `-' o m y m E N 2 o M o f t'a w o = X LE z` U rn 0 0 v cc o 0 sP-SM Brown fine to mednnn sand with silt and gravel (medium dense,most)(rill) ah 5 3 9(12) 1 SM Brown silty fine sand(loose,moist)(alluvium) Easter drilling i ao to 0 4(6) 9 7 2 �h 15 10 3(4) 2 31 %F=37 SA 0. 20 Q SP-SM Gray fine to medium sand N"th silt(louse,wet) 0 9 5 R) 1 - (alluvium) i v i u `o _ n'o `> '5—1 5(7) 5 is z 3 z c A rl� a 30 11 10(14) SA Grades to medium dense 34 a m 0 G U 7 ^5 u- 35 5 Note See Figure A-1 for explanation of symbols 2 Log of Boring B-2i-i Project- Horseshoe Bend Levee o N I N Protect Location, Kent,Washington Figure A-4 Project Number 0410-172-00 Sheet 1 of 2 FIELD DATA o Ew c A A d o s MATERIAL REMARKS n Z J DESCRIPTION 6 > y y m J U N > a n u Ein w o 5 ri Z 0 t7 c9 U 2 36 O R(t I) Se-sM Gray fine to mednnn sand widt silt(medium Harder drilling dense,wet)(alluvium) 40 11 28(39) 8 g SM Gray silty fine to medium sand iHtib trace organics(fibrous)(medium dense,wet) 46 14 1409) 9 (a[luvmm) 38 MC 0 50 12 36(50) MC Grades to dense 34 'Hammer rated at approximately 83%efficiency Blows,faot are uncon-Uen d field measun;ments Densities ret7eu av rceted i esistances g Y Z V F O w V iJ f O a L L'! S O iJ O 6 FpU 2 e Note See Figure A-1 for expiana6on of symbols 's a Log of Boring B-2H (continued) Project* Horseshoe Bend Levee f Project Location Kent,Washington Figure A-4 Project Number 0410-172-00 Sheet 2of2 Start End Total 71 5 Logged By MJH Driller Holocene Drilling Drilling Mud Rotary Drilled 12/14/2009 12/1412t Depth(It) Checked By Us Method Surface Elevation(ft) 52 0 Hammer 150-Ib/30-m Drop Autohammer` Drilling Mobile B-59 Vertical Datum Data P Equipment Eashng(X) System Groundwater Northing(Y) Datum Depth to Date Measured Water(fit Ekwalwn(Itl Notes 12/14/2009 235 285 FIELD DATA y = A E o `s MATERIAL REMARKS m d v m DESCRIPTION 76 n_ t%Z U �H s U' �U �0 o9 0 0 4C 3 5 inches As)hah concrete Drill chatter o GP-CzM Bnu%n fine to coarse gravel with silt and fine to medium sand(medium dense,monq(till) 0 0 0 - o 5 I o i 15(21) 0 0 a" o Sit Broysn silts fine to wcdiuin sand with ocwstnal No chatter gnuel(loose,moist)(ailuvnmt) 0 1 6(R) 2 pp 6 6(9) 3 1011 Brown silly fine sand(loose,worst)(alluvium) 15 0 7 00) Guides to medium dense �5 10 a 4 0 20 10 5(7) $A °�mn a ii ,y0 t" c 25 R 3141 6 Grades to blacl,with mace mgutws(wet) a s �h 0 C Gp Vmy fine to owne gravel with fine to coarse Drill chatter ° sand(medium dense,vet)(alluvium) E - O 2 30 1 IS(2s) 7 0 o ✓ hIH Gtay silt with peat lenses and occasional gmecl No charter a (soft,wet)(alluN min) 35 Note See Figure A-1 for explanation of symbols s Log of Bearing B-3H Project Horseshoe Bend Levee yGEoENGINEERProject Location- Kent,Washington Figure A-5 Project Number. 0410-172-00 sheet 1 of FIELD DATA E m o MATERIAL REMARKS s a z 3 DESCRIPTION v m o W O = oY lr_Z U '1- CI C7 U V o a 35 12 2(3) li ( 56 Mc 24 P 40 II 24(33) 9 SP Gray Tina to mednnn sand with Hate of games (fibIous) race At(dense,wet)(alluvuun) SP Black fine to medium sand with silt,occasioned fine to cause gravel(dense,wet)(al luvuun) 45 - 7 29(40) 10 5 50 12 26(36) 11 55 3 34(47) 12 H SP-SM Gray fine to medium sand with silt(medium dense,wet)(alltrvmm) 60 10 20(23) 13 a N Z U v 66 4 16(64) 14 Grades to with occasional fine to come gravel, v very dense L Z h 7e 10 46(64) 15 t k 'Hammerrated at approximately 83%affiC1Lncy Blows-foot are un(on cc led field measurnmenm C Densnb,roleci miecred esistaniea v u 3 z v Note-See Figure A-1 for explanation of symbols s Log of Boring B-3H (continued) v EPrPro'Ojje'e cf Horseshoe Bend Levee Eo NGINE R ectLation Kent,WashingtonFigure A 5 cetNumber oc 0410-172-00 Sheet 2of2 ff Start End Total 71 5 Logged By MJH Driller Holocene Drilling Logged Mud Rotary Drilled12/17/2009 121f3/2009 Depth(ft) Checked By LJS Method Surface Elevation(ft) 52 0 Hammer 140-lb/30-in Drop Aulohammer' Drilling CME Track Rig Venccat Datum Data P Equipment Eashng(X) System Groundwater Northing(Y) Datum Depth to Late Neaswed Water 00 Elevabon(ft) Notes 200 320 FIELD DATA N g o MATERIAL w m & din 4 DESCRIPTION REMARKS Z L d N d O O N N N O_ A o O �`7 W 0 = W LZ o SM Brown silty Gne to medmnt sand with trace gmss/gndssr Dots(loose,moist)(alluvium) 5 3 4(6) 1 Fy ML Brown sandy silt with occasional gravel(stiff, moist)(allm uun) to 10 7(10) SA 24 %F=57 0.� SF-sM Brown fine to medmm sand with silt(loose, moist)(atluvnun) 15 11 7(to) 3 , �5 SM Gray silt}fine sand(medium dense,wel) (allm•uun) a 20 t0 16(22) 1p 30 ^/oF-28 SA a i u w a ML Gray silt with sand and occnslooal gravel pnedunn stiff,wet)(alluvium) 25 i% r <, L ti 24 P I V=0 21,4�m= -_ 2 3o 16 4(6) tic' Grades to with trace fine sand SS �s d u 36 Note See Figure A-1 for explanation of symbols s Log of Boring BAH Project Horseshoe Bend Levee GWEN d r Project Location Kent,Washington Figure A-6 Project Number 0410-172-00 sheet 1 of FIELD DATA o n A A g s` MATERIAL REMARKS m v 3 w DESCRIPTION 2 _ _ r w "'m — a v m m m o m0 m m om o0 2^� w O = x tiZ U N— > 0 L9U �U ❑a 36 6 7(10) MC Grades to With sand and peat SM G av silty fine sand rt nh peat(medium danse, Wei)(alluvmrrr) a0 6 26(36) 8 Grades to with occasional fine gravel without peat(dense,Wet) 45 10 24133) 9 5 SRSM Gray fine to medium sand with silt(dense,wet) (alluNrum) 50 6 30(42) 10 eN Black fine to medium sand,trace silt(medium dense,wet)(alluvurm) 55 9 20(28) it n 27(37) Grades to dense 2 ,�O 0 a w c u 05 6 21(29) 12 i' �h rc 70 s 74(47) 11 Grades to rate to coarse with occasional gravel *Hamner rated at approximately 83%efficiency 3 f31owvloot are un(orruted field measurements r D..nslll"reflect wr cmd resiotanceS 0 u 3 F z Note See Figure A-1 for explanation of symbols S a Log of Boring B4H (continued) Project Horseshoe Bend Levee GMENGINEERS Protect Location Kent,Washington FigurPro}ect Number 0410-172-00 Sheet he ie o6 Start End I Total Logged By MJN Drilling � Depth(ft) Drilled 12115l2009 12115/2009 51 5 Checked By I_JS Driller Holocene Drilling g Mud Rotary Surface Elevation(ft) 540 Hammer 150-Ib/30-In Dro Autohammer' Drilling Mobile B-59 Vertical Datum Data P Equipment Eashng(X) System Groundwater Northing(Y) Datum Depth to Date Measured Water(10 Elevation(4) Notes 12/15/2009 200 340 FIELD DATA o 2 N g o MATERIAL v d m DESCRIPTION REMARKS > o— i- L m `u c t a- v m Z o v v m n v °' N y m W = LLZ u (!)H (7 C7U U 08 o SDI Btown slh fine to coarse sand with fine to coarse grnvel(loose,mmst)(fill) yo 6 6 4(6) SA Is %F=20 n5 SPA Brown silty tine sand(loose,moist)(alluvium) to 4 7(I0) 2 9 6 3A I] %F=44 �O 15 0 5(7) 0 6 'S5 20 Is 0(0) 4 ML Gray silt with rare sand,trace organics(peat) (very soft,wet)(allint nn) 5 0 24 P TV=03 kgicm' _ ,so 11 i7 25 IS 17(24) 1 Grades to trace sand without otg,mics(medium 37 SIP 311f),i1Y[) Black fine to meduun sand trace silt(medium der e,area)(,dlust un) c 3 h I 13(I8) 6 Grades to Milt ocutstonal gravel SM Gra}silty fine w medtuin sand trace organise (peat (medium denu.,ou)(alfuvmm) 0 35 H Note See Figure A-1 for explanation of symbols a 9 n Log of Boring B-5H Protect Horseshoe Bend Levee M N G I N E E R Protect Location Kent, Washington Figure A-7 + Protect Number 0410-172-00 Sheet 1 of 2 FIELD DATA 3 A z g s` MATERIAL REMARKS w a DESCRIPTION 3d m y m C w a m y m m 6 a` to W 0 S K LLZ U F � 550 20 OS 35 22 Driller indicates change in drilling(finner) SM Gray silty fine to meduan sand1sandy silt,trace organics(peat lenses)(medium dense,wei) +5 (alluvinnn) 40 12 23(32) 3 Black fine to mediwn sand with silt(dense,wei) (alluvium) 4A It 241131 25 SA y SP-Sint Gay fine to medium sand with silt(dense,wel) (alluvnun) S0 5 27(37) 10 *hammer rated at appwxmnately 93%efficiency BtowOoot we uncone�ted field mcawrunents Denvnes reflect correUcd resistances a c z < x V O U C1 O i� �l U V Z U Note See Figure A-1 for explanation of symbols a Log of Boring B-5H (continued) Protect Horseshoe Bend Levee GM NG I S Protect Location Kent, Washington Figure A-7 KK Protect Number 0410-172-00 Sheet 2of2 PREVAILING WAGE RATES i Horseshoe Secondary Levees Ph II/Horn A 6 July 11, 2012 Project Number 09-3005.7 r uyc i vi 1 i State of Washington Department of Labor & Industries Prevailing Wage Section - Telephone 360-902-5335 PO Box 44540, Olympia, WA 98504-4540 Washington State Prevailing Wage The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of fringe benefits. On public works projects, worker's wage and benefit rates must add to not less than this total. A brief description of overtime calculation requirements are provided on the Benefit Code Key. Journey Level Prevailing Wage Rates for the Effective Date: 07/31/2012 County Trade Job Classification Wage Holiday Overtime Note' King Asbestos Abatement Workers Journey Level $40.03 5D 1H King Boilermakers Journey Level $60.24 5N 1C King Brick Mason Brick And Block Finisher $41.41 5A 1 M King Brick Mason Journey Level $48.271 5A 1M King Brick Mason Pointer-Caulker-Cleaner $48.27 5A 1M King Building Service Employees Janitor $19.52 5S 2F King Building Service Employees Traveling Waxer/shampooer $19.93 5S 2F King Building Service_Employees Window Cleaner (Scaffold) $23.94 5S 2F King Building Service Employees Window Cleaner(non-scaffold) $23.08 5S 2F King Cabinet Makersstln Shop) Journey Level $22.741 1 King Carpenters Acoustical Worker $48.631 5D 1M King Carpenters Bridge, Dock And Wharf $48.47 5A 1M Carpenters King Carpenters Carpenter $48.471 5D 1M King Car rit_ers Creosoted Material $48.57 5D 1M ¥ King Carpenters Floor Finisher $48.60 5D 1M King Carpenters Floor Layer $48.60 5D 1M King CaMenters Floor Sander $48.60 5D 1M King Carpenters Sawfiler $48.60 5D 1M King Carpenters Shingler $48.60 5D 1M King Carpenters Stationary Power Saw Operator $48.60 5D 1M King Carpenters enters Stationary Woodworking Tools $48.60 5D 1M King Cement Masons Journey Level $49.15 7A 1M King Divers Et Tenders Diver $100.281 5D 1M 8A King Divers Et Tenders Diver On Standby $56.68 5D 1M King Divers Et Tenders Diver Tender $52.23 5D 1 M King Divers Et Tenders Surface Rcv Et Rov Operator $52.23 5D 1M King Divers Et Tenders Surface Rcv It Rov Operator $48.67 5A 1B i 1-',--- //C---i----- - - -- ,�.-• • •---'- -I...- ,.- - I.,---'--'---"- Tender King Dredge Workers Assistant Engineer $49.571 5D 1T 8L King Dredge Workers Assistant Mate(deckhand) $49.06 5D 1T 8L King Dredge Workers Engineer Welder $49.62 5D 1T 8L King Dredge Workers Leverman, Hydraulic $51.19 5D 1T 8L King Dredge Workers Maintenance $49.06 5D 1T 8L King Dredge Workers Mates And Boatmen $49.57 5D 1T 8L King Dredge Workers Oiler E$48.79 5D 1T 8L King Drywall Applicator Journey Level 5D 1M King Drywall Tapers Journey Level 5P 1E King Electrical Fixture Maintenance Journey Level 5L 1E Workers King Electricians - Inside Cable Splicer $61.93 7C 2W King Electricians - Inside Cable Splicer (tunnel) $66.55 7C 2W King Electricians -_Inside Certified Welder $59 83 7C 2W ; King Electricians_- Inside Certified Welder (tunnel) $64.23 7C 2W King Electricians - Inside Construction Stock Person $31 83 7C 2W King Electricians -Inside Journey Level $57.72 7C 2W F King Electricians - Inside Journey Level (tunnel) $61.93 7C 2W King Electricians - Motor Shop Craftsman $15.37 1 King Electricians - Motor Shop Journey Level $14.69 1 King Electricians - Powertine Cable Splicer $64.95 5A 4A Construction King Electricians - Powerhne Certified Line Welder $59.37 5A 4A Construction King Electricians - Powerhne Groundperson $42.16 5A 4A Construction King Electricians - Powerline Head Groundperson $44.50 5A 4A Construction King Electricians - Powerline Heavy Line Equipment $59.37 5A 4A Construction Operator King Electricians - Powerline Jackhammer Operator $44.50 5A 4A Construction King Electricians - Powerline Journey Level Lineperson $59.37 5A 4A Construction King Electricians - Powerline Line Equipment Operator $49.95 5A 4A Construction King Electricians - Powerhne Pole Sprayer $59.37 5A 4A Construction King Electricians - Powerline Powderperson $44.50 5A 4A Construction King _Electronic Technicians Journey Level $31.00 1 King Elevator Constructors Mechanic $75.241 7D 4A King Elevator Constructors Mechanic In Charge $82.00 7D 4A King Fabricated Precast Concrete All Classifications - In-Factory $14.15 5B 2K Products Work Only King Fence Erectors Fence Erector $15.18 1 r GIG J VI 1/ King Flaggers Journey Level $33.93 7A 2Y King Glaziers Journey Level $50.91 7L 1Y King Heat Et Frost Insulators And Journeyman $55.68 5J 1S Asbestos Workers King Heating Equipment Mechanics Journey Level $67.82 7F 1E King Hod Carriers Et Mason Tenders Journey Level $41.28 7A 2Y King Industrial Engine And Machine Journey Level $15.65 1 Mechanics King Industrial Power Vacuum Journey Level $9.24 1 Cleaner King Inland Boatmen Boat Operator $51.95 5B 1K King Inland Boatmen Cook $48.62 5B 1K King Inland Boatmen Deckhand $48.62 5B 1K King Inland Boatmen Deckhand Engineer $49.60 513 1K King Inland Boatmen Launch Operator $50.80 5B 1K King Inland Boatmen Mate $50.80 5B 1K King Inspection/Cleaning/Sealing Of Cleaner Operator, Foamer $31.49 1 Sewer 8t Water-Systems By Operator Remote Control King Inspection/Cleaning/Sealing Of Grout Truck Operator $11.48 1 Sewer Et Water Systems By Remote Control King Inspection/Cleaning/Sealing Of Head Operator $24.91 1 Sewer Et Water Systems By Remote Control King Inspection/Cleaning/Seating-Of Technician $19.33 1 Sewer Et Water Systems By Remote Control King Inspection/Cleaning/Seating Of Tv Truck Operator $20.45 1 Sewer Et Water Systems By Remote Control King Insulation Applicators Journey Level $48.47 5D 1M King Ironworkers Journeyman $58.27 7N 10 King Laborers Air, Gas Or Electric Vibrating $40.03 7A 2Y Screed King Laborers Airtrac Dnll Operator $41.28 7A 2Y King Laborers Ballast Regular Machine $40.031 7A 2Y King Laborers Batch Weighman $33 93 7A 2Y King Laborers Brick Pavers $40.03 7A 2Y King Laborers Brush Cutter $40.03 7A 2Y King Laborers Brush Hog Feeder $40.03 7A 2Y King Laborers Burner $40.03 7A 2Y King Laborers Caisson Worker $41.28 7A 2Y King Laborers Carpenter Tender $40.03 7A 2Y King Laborers Caulker $40.03 7A 2Y King Laborers Cement Dumper-paving $40.77 7A 2Y King Laborers Cement Finisher Tender $40.03 7A 2Y r ayc - King Laborers Change House Or Dry Shack $40.031 7A 2Y King Laborers Chipping Gun (under 30 Lbs.) $40.031 7A 2Y King Laborers Chipping Gun(30 Lbs. And $40.77 7A 2Y Over) King Laborers Choker Setter $40.03 7A 2Y l King Laborers Chuck Tender $40 03 7A 2Y King Laborers Clary Power Spreader $40.77 7A 2Y King Laborers Clean-up Laborer $4 ..03 7A 2Y King Laborers Concrete Dumper/chute $40 77 7A 2Y Operator King Laborers Concrete Form Stripper $40.03 7A 2Y King Laborers Concrete Placement Crew $40.77 7A 2Y King Laborers Concrete Saw Operator/core $40.77 7A 2Y Driller 1 ;King Laborers Crusher Feeder $33.93 7A 2Y 'King Laborers Curing Laborer $40.03 7A 2Y King Laborers Demolition: Wrecking It Moving $40.03 7A 2Y (incl. Charred Material) King Laborers Ditch Digger $40.03 7A 2Y King Laborers Diver $41.28 7A 2Y King Laborers Drill Operator $40.77 7A 2Y (hydraulic,diamond) King Laborers Dry Stack Walls $40.03 7A 2Y King Laborers Dump Person $40.03 7A 2Y King Laborers Epoxy Technician $40.03 7A 2Y King Laborers Erosion Control Worker $40.03 7A 2Y King Laborers Faller Et Bucker Chain Saw $40.77 7A 2Y ;King Laborers Fine Graders $40.03 7A 2Y King Laborers Firewatch $33.93 7A 2Y King Laborers Form Setter $40.03 7A 2Y King Laborers Gabian Basket Builders $40.03 7A 2Y King Laborers General Laborer $40.03 7A 2Y King Laborers Grade Checker Et Transit $41.28 7A 2Y Person King Laborers Grinders $40.03 7A 2Y King Laborers Grout Machine Tender $40.031 7A 2Y King Laborers Groutmen (pressure)including $40.77 7A 2Y Post Tension Beams King Laborers Guardrail Erector $40.03 7A 2Y King Laborers Hazardous Waste Worker (level $41.28 7A 2Y A) King Laborers Hazardous Waste Worker (level $40.77 7A 2Y B) King Laborers Hazardous Waste Worker (level $40.03 7A 2Y C) King Laborers High Scaler $41.28 7A 2Y r uyc .-/ vl i/ King Laborers Jackhammer $40.771 7A 2Y King Laborers Laserbeam Operator $40.77 7A 2Y King Laborers Maintenance Person $40.03 7A 2Y King Laborers Manhole Builder-mudman $40.77 7A 2Y King Laborers Material Yard Person $40.03 7A 2Y King Laborers Motorman-dinky Locomotive $40.77 7A 2Y King Laborers Nozzleman (concrete Pump, $40.77 7A 2Y Green Cutter When Using Combination Of High Pressure Air Et Water On Concrete Et Rock, Sandblast, Gunite, Shotcrete, Water Bla King Laborers Pavement Breaker $40.77 7A 2Y King Laborers Pilot Car $33.93 7A 2Y King Laborers Pipe Layer Lead $41.28 7A 2Y King Laborers Pipe Layer/tailor $40.77 7A 2Y King Laborers Pipe Pot Tender $40.77 7A 2Y King Laborers Pipe Reliner $40.77 7A 2Y King Laborers Pipe Wrapper $40.77 7A 2Y King Laborers Pot Tender $40.03 7A 2Y King Laborers Powderman $41.28 7A 2Y King Laborers Powderman's Helper $40.03 7A 2Y King Laborers Power Jacks $40.77 7A 2Y King Laborers Railroad Spike Puller - Power $40.77 7A 2Y King Laborers Raker - Asphalt $41.28 7A 2Y King Laborers Re-timberman $41.28 7A 2Y King Laborers Remote Equipment Operator $40.77 7A 2Y King Laborers Rigger/signal Person $40.77 7A 2Y King Laborers Rip Rap Person $40.03 7A 2Y King Laborers Rivet Buster $40.77 7A 2Y King Laborers Rodder $40.77 7A 2Y King Laborers Scaffold Erector $40.03 7A 2Y King Laborers Scale Person $40.03 7A 2Y King Laborers Sloper (over 20") $40.77 7A 2Y King Laborers Sloper Sprayer $40.03 7A 2Y King Laborers Spreader (concrete) $40.77 7A 2Y King Laborers Stake Hopper $40.03 7A 2Y King Laborers Stock Piler $40.03 7A 2Y King Laborers Tamper Et Similar Electric, Air $40 77 7A 2Y Et Gas Operated Tools King Laborers Tamper (multiple Et Self- $40.77 7A 2Y propelled) King Laborers Timber Person - Sewer (lagger, $40.77 7A 2Y Shorer Et Cribber) King Laborers Toolroom Person (at Jobsite) $40.03 7A 2Y King Laborers Topper $40.03 7A 2Y /C 1 ./1 / 1 1 _ /_ --%11/ - 1/ r ayc � vl t i King Laborers Track Laborer $40.03 7A 2Y King Laborers Track Liner (power) $40.77 7A 2Y King Laborers Truck Spotter $40.03 7A 2Y King Laborers Tugger Operator $40.77 7A 2Y King Laborers Tunnel Work-Compressed Air $52.08 7A 2Y 8Q Worker 0-30 psi King Laborers Tunnel Work-Compressed Air $57.08 7A 2Y 8Q Worker 30.01-44.00 psi King Laborers Tunnel Work-Compressed Air $60 76 7A 2Y 8Q Worker 44.01-54.00 psi King Laborers Tunnel Work-Compressed Air $66.46 7A 2Y 8Q Worker 54.01-60.00 psi King Laborers Tunnel Work-Compressed Air $68.58 7A 2Y 88Q Worker 60.01-64 00 psi King Laborers Tunnel Work-Compressed Air $73.68 7A 2Y BQ Worker 64.01-68.00 psi King Laborers Tunnel Work-Compressed Air $75.58 7A 2Y 8Q Worker 68.01-70.00 psi King Laborers Tunnel Work-Guage and Lock $41.38 7A 2Y 8Q Tender King Laborers Tunnel Work-Miner $41.38 7A 2Y 8Q King Laborers Vibrator $40.771 7A 2Y King Laborers Vinyl Seamer $40.03 7A 2Y King Laborers Watchman $30.84 7A 2Y King Laborers Welder $40.77 7A 2Y King Laborers Well Point Laborer $40.77 7A 2Y King Laborers Window Washer/cleaner $30.84 7A 2Y King Laborers - Underground Sewer General Laborer Ft Topman $40.03 7A 2Y 8 Water King Laborers - Underground Sewer Pipe Layer $40.77 7A 2Y Ft Water King Landscape Construction Irrigation Or Lawn Sprinkler $13.56 1 installers King Landscape Construction Landscape Equipment $28.17 1 Operators Or Truck Drivers King Landscape Construction Landscaping or Planting $17.87 1 Laborers King Lathers Journey Level $48.74 5D 1H King Marble Setters Journey Level $48.271 5A 1M King Metal Fabrication (In Shop) Fitter $15.86 1 King Metal Fabrication (In Shop) Laborer $9.78 1 King Metal Fabrication (In Shop) Machine Operator $13.04 1 King Metal Fabrication (In Shop) Painter $11.10 1 King Metal Fabrication (In Shop) Welder $15.48 1 King Millwright Journey Level $49.47 5D 1M King Modular_Buildmgs Cabinet Assembly $11.56 1 King Modular Buildings Electrician $11.56 1 i v uyc / King Modular Buildings Equipment Maintenance $11.56 1 King Modular Buildings Plumber $11.56 1 King Modular Buildings Production Worker $9.40 1 King Modular Buildings Tool Maintenance $11.56 1 King Modular Buildings Utility Person $11.56 1 King Modular Buildings Welder $11.56 1 King Painters Journey Level $35.72 6Z 2B King Pile Driver Journey Level $48.67 5A 1M King Plasterers Journey Level $46.88 7Q 1 R King Playground Etpark Equipment Journey Level $9.04 1 Installers King Plumbers Et Pipefitters Journey Level $70.84 6Z 1_G King Power Equipment Operators Asphalt Plant Operators $50.39 7A 1T 8P King Power Equipment Operators Assistant Engineer $47.12 7A 1T 8P King Power_Equipment Operators Barrier Machine (zipper) $49.90 7A 1T 8P King Power Equipment Operators Batch Plant Operator, $49.90 7A 1T 8P Concrete King Power Equipment Operators Bobcat $47.12 7A 1T 8P King Power Equipment Operators Brokk - Remote Demolition $47.12 7A 1T 8P Equipment King Power Equipment Operators Brooms $47.12 7A 1T 8P King Power Equipment Operators Bump Cutter $49.90 7A 1T 8P King Power Equipment Operators Cableways $50.39 7A 1T 8P King Power Equipment Operators Chipper $49.90 7A 1T 8P King Power Equipment Operators Compressor $47.12 7A 1T 8P King Power Equipment Operators Concrete Pump: Truck Mount $50.39 7A 1T 8P With Boom Attachment Over 42 M King Power Equipment_Operators Concrete Finish Machine -laser $47.12 7A 1T 8P Screed King Power_Equipment Operators Concrete Pump - Mounted Or $49.48 7A 1T 8P Trailer High Pressure Line Pump, Pump High Pressure. King Power Equipment Operators Concrete Pump: Truck Mount $49 90 7A 1T 8P With Boom Attachment Up To 42m King Power Equipment Operators Conveyors $49.48 7A 1T 8P King Power Equipment Operators Cranes: 20 Tons Through 44 $49.90 7A 1T 8P Tons With Attachments Overhead, Bridge Type Crane: 20 Tons Through 44 Tons King Power Equipment Operators Cranes: 100 Tons Through 199 $50.94 7A 1T 8P Tons, or 150' of boom (including jib with attachments); Overhead, bridge type, 100 tons and over; Tower crane up to 175' in height, base to boom. I LLl _ //L �. /1 • / I I / .\�/ 1 1 .� � 1 /i Il /^\I1� '1 rayc v v1 ii King Power Equipment Operators Cranes: 200 Tons To 300 Tons, $51.51 7A 1T 8P Or 250' Of Boom (including Jib With Attachments) King Power Equipment Operators Cranes: 45 Tons Through 99 $50.39 7A _1_T 8P Tons, Under 150' Of Boom (including Jib With Attachments) King Power Equipment Operators Cranes: A-frame - 10 Tons And $47.12 7A 1T 8P Under King Power Equipment Operators Cranes- Friction 100 Tons $51.51 7A 1T 8P Through 199 Tons King Power Equipment Operators Cranes: Friction Over 200 Tons $52.07 7A 1T 8P King Power Equipment Operators Cranes: Over 300 Tons Or 300' $52.07 7A 1T 8P Of Boom (including Jib With Attachments) King Power Equipment Operators Cranes: Through 19 Tons With $49.48 7A 1T 8P Attachments A-frame Over 10 Tons King Power Equipment Operators Crusher $49.90 7A 1T 8P King Power Equipment Operators Deck Engineer/deck Winches $49 90 7A 1T 8P (power) King Power Equipment Operators Derricks, On Building Work $50.39 7A 1T 8P King Power Equipment Operators Dozer Quad 9, HD 41, D10 and $50.39 7A 1T 8P Over King Power Equipment Operators Dozers D-9 Et Under $49.48 7A 1T 8P King Power Equipment Operators Drill Oilers: Auger Type, Truck $49.48 7A 1T 8P Or Crane Mount King Power Equipment Operators Drilling Machine $49.901 7A 1T 8P King Power Equipment Operators Elevator And Man-lift: $47.12 7A 1T 8P Permanent And Shaft Type King Power Equipment Operators Finishing Machine, Bidwell And $49.90 7A 1T 8P Gamaco B Similar Equipment King Power Equipment Operators Forklift: 3000 Lbs And Over $49.48 7A 1T 8_P i With Attachments ;King Power Equipment Operators Forklifts: Under 3000 Lbs. With $47.12 7A 1T 8P Attachments King Power Equipment Operators Grade Engineer: Using Blue $49 90 7A 1T 8P Prints, Cut Sheets, Etc King Power Equipment Operators Gradechecker/stakeman $47.12 7A 1T 8P King Power Equipment Operators Guardrail Punch/Auger $49.901 7A 1T 8P King Power-Equipment Operators Hard Tail End Dump $50.39 7A 1T 8P Articulating Off- Road Equipment 45 Yards. 8 Over King Power Equipment Operators Hard Tail End Dump $49.90 7A 1T 8P Articulating Off-road Equipment Under 45 Yards King Power Equipment Operators Horizontal/directional Drill $49.48 7A 1T 8P Locator King Power Equipment Operators Horizontal/directional Drill $49.90 7A 1T 8P e Operator L u._�. iir__t.____ .. _ __. .n�• i. ._ __�__�..- I- - AAI_ -_1_ _1- r a y c 7 V I 1 King Power Equipment Operators Hydralifts/boom Trucks Over $49.48 7A 1T 8P 10 Tons King Power Equipment Operators Hydralifts/boom Trucks, 10 $47.12 7A 1T 8P Tons And Under King Power Equipment Operators Loader, Overhead 8 Yards. Et $50.94 7A 1T 8P Over King Power Equipment Operators Loader, Overhead, 6 Yards. But $50.39 7A 1T 8P Not Including 8 Yards King Power Equipment Operators Loaders, Overhead Under 6 $49.90 7A 1T 8P Yards King Power Equipment Operators Loaders, Plant Feed $49.90 7A 1T 8P 'King Power Equipment Operators Loaders: Elevating Type Belt $49.48 7A 1T 8P King Power Equipment Operators Locomotives, All $49 90 7A 1T 8P King Power Equipment Operators Material Transfer Device $49 90 7A 1T 8P King Power Equipment Operators Mechanics, All (leadmen - $50.94 7A 1T 8P $0.50 Per Hour Over Mechanic) King Power Equipment Operators Mixers: Asphalt Plant $49.90 7A 1T 8P King Power Equipment Operators Motor Patrol Grader - Non- $49.48 7A 1T 8P finishing King Power Equipment Operators Motor Patrol Graders, Finishing $50.391 7A 1T 8P King Power Equipment Operators Mucking Machine, Mole, Tunnel $50.39 7A 1T 8P Drill, Boring, Road Header And/or Shield King Power Equipment Operators Oil Distributors, Blower $47.12 7A 1T 8P Distribution Et Mulch Seeding Operator King Power Equipment Operators Outside Hoists (elevators And $49.48 7A 1T 8P Manlifts), Air Tuggers,strato King Power Equipment Operators Overhead, Bridge Type: 45 $50.39 7A 1T 8P Tons Through 99 Tons King Power Equipment Operators Pavement Breaker $47.12 7A 1T 8P King Power Equipment Operators Pile Driver (other Than Crane $49.90 7A 1T BP Mount) King Power Equipment Operators Plant Oiler - Asphalt, Crusher $49.48 7A 1T 8P King Power Equipment Operators Posthole Digger, Mechanical $47.12 7A 1T 8P King Power Equipment Operators Power Plant $47.12 7A 1T 8P King Power Equipment Operators Pumps - Water $47.12 7A 1T 8P King Power Equipment Operators Quick Tower - No Cab, Under $47.12 7A 1T 8P 100 Feet In Height Based To Boom King Power Equipment Operators Remote Control Operator On $50.39 7A 1T 8P Rubber Tired Earth Moving Equipment i King Power Equipment Operators Rigger And Bellman $47.12 7A 1T 8P King Power Equipment Operators Rollagon $50.39 7A 1T 8P King Power Equipment Operators Roller, Other Than Plant Mix $47.121 7A 1T 8P King Power Equipment Operators Roller, Plant Mix Or Multi-lift $49.48 7A 1T 8P Materials r uyc iv ul i i King Power Equipment Operators Roto-mill, Roto-grinder $49.90 7A 1T 8P King Power Equipment Operators Saws - Concrete $49.48 7A 1T 8P King Power Equipment Operators Scraper, Self Propelled Under $49.90 7A 1T 8P 45 Yards King Power Equipment Operators Scrapers - Concrete fr Carry All $49 48 7A 1T 8P King Power Equipment Operators Scrapers, Self-propelled: 45 $50.39 7A 1T 8P Yards And Over King Power Equipment Operators Service Engineers - Equipment $49 48 7A 1T 8P King Power Equipment Operators Shotcrete/gumte Equipment $47.12 7A 1T 8P King Power Equipment Operators Shovel , Excavator, Backhoe, $49.48 7A 1T 8P Tractors Under 15 Metric Tons. King Power Equipment Operators Shovel, Excavator, Backhoe: $50.39 7A 1T 8P Over 30 Metric Tons To 50 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoes, $49.90 7A 1T 8P Tractors- 15 To 30 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoes: $50.94 7A 1T 8P Over 50 Metric Tons To 90 i Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoes: $51.51 7A 1T 8P Over 90 Metric Tons King Power Equipment Operators Shpform Pavers $50.391 7A 1T 8P King Power Equipment Operators Spreader, Topsider 8: $50.39 7A 1T 8P Screedman King Power Equipment Operators Subgrader Trimmer $49.90 7A 1T 8P King Power Equipment Operators Tower Bucket Elevators $49.48 7A 1T 8P King Power Equipment Operators Tower Crane Over 175'in $51.51 7A 1T 8P Height, Base To Boom King Power Equipment Operators Tower Crane Up To 175' In $50 94 7A 1T 8P Height Base To Boom King Power Equipment Operators Transporters, All Track Or $50.39 7A 1T 8P Truck Type King Power Equipment Operators Trenching Machines $49.48 7A 1T 8P King Power Equipment Operators Truck Crane Oiler/driver - 100 $49.90 7A 1T 8P Tons And Over King Power Equipment Operators Truck Crane Oiler/driver Under $49.48 7A 1T 8P 100 Tons King Power Equipment Operators Truck Mount Portable Conveyor $49.90 7A 1T 8P 'King Power Equipment Operators Welder $50.39 7A 1T 8P King Power Equipment 0 erators Wheel Tractors, Farman Type $47.12 7A 1T 8P King Power Equipment Operators Yo Yo Pay Dozer $49.90 7A 1T 8P King Power Equipment Operators- Asphalt Plant Operators $50.39 7A 1T 8P Underground Sewer It Water King Power Equipment Operators- Assistant Engineer $47.12 7A 1T 8P Underground Sewer-Et Water King Power Equipment Operators- Barrier Machine (zipper) $49.90 7A 1T 8P Underground Sewer Et Water King Power Equipment Operators Batch Plant Operator, $49.90 7A 1T 8P i r uyc ii vl i/ Underground Sewer Et Water Concrete King Power Equipment Operators- Bobcat $47.12 7A 1T 8P Underground Sewer Et Water King Power Equipment Operators- Brokk - Remote Demolition $47.12 7A 1T 8P Underground Sewer Et Water Equipment King Power Equipment Operators- Brooms $47.12 7A 1T 8P Underground Sewer Et Water King Power Equipment Operators- Bump Cutter $49.90 7A 1T 8P Underground Sewer Et Water King Power Equipment Operators- Cableways $50.39 7A 1T 8P Underground Sewer Et Water Kling Power Equipment Operators- Chipper $49.90 7A 1T 8P Underground Sewer Et Water King Power Equipment Operators- Compressor $47.12 7A 1T 8P Underground Sewer Et Water King Power Equipment Operators- Concrete Pump Truck Mount $50.39 7A 1T 8P Underground Sewer Et Water With Boom Attachment Over 42 M King Power Equipment Operators- Concrete Finish Machine -laser $47.12 7A 1T 8P Underground Sewer Et Water Screed King Power Equipment Operators- Concrete Pump - Mounted Or $49.48 7A 1T 8P Underground Sewer Et Water Trailer High Pressure Line Pump, Pump High Pressure. King Power Equipment Operators- Concrete Pump: Truck Mount $49.90 7A 1T 8P Underground Sewer Et Water With Boom Attachment Up To 42m King Power Equipment Operators- Conveyors $49.48 7A 1T 8P Underground_S_ewe_r & Water King Power Equipment Operators- Cranes: 20 Tons Through 44 $49.90 7A 1T 8P Underground Sewer Et Water Tons With Attachments Overhead, Bridge Type Crane: 20 Tons Through 44 Tons King PowerEquipment Operators- Cranes: 200 Tons To 300 Tons, $51.51 7A 1T 8P Underground Sewer Et Water Or 250' Of Boom (including Jib With Attachments) King Power Equipment Operators- Cranes: 45 Tons Through 99 $50.39 7A 1T 8P Underground Sewer 8 Water Tons, Under 150' Of Boom (including Jib With Attachments) ; King Power Equipment Operators- Cranes: A-frame - 10 Tons And $47.12 7A 1T 8P Underground Sewer Ft Water Under King Power Equipment Operators- Cranes: Friction 100 Tons $51.51 7A 1T 8P - Underground Sewer Et Water Through 199 Tons King Power Equipment Operators- Cranes Friction Over 200 Tons $52.07 7A 1T 8P Underground Sewer Ft Water King Power Equipment Operators- Cranes: Over 300 Tons Or 300' $52.07 7A 1T 8P Underground Sewer Et Water Of Boom (including Jib With Attachments) King Power Equipment Operators- Cranes: Through 19 Tons With $49.48 7A 1T 8P Under_gr_ound Sewer Et Water Attachments A-frame Over 10 Tons ruyc i� vl 1/ King Power Equipment Operators- Crusher $49.90 7A 1T 8P Underground Sewer Et Water King Power Equipment Operators- Deck Engineer/deck Winches $49.90 7A 1T 8P Underground Sewer Et Water (power) King Power Equipment Operators- Derricks, On Building Work $50.39 7A 1T 8P Underground Sewer_ft_Water King Power Equipment Operators- Dozer Quad 9, HD 41, D10 and $50.39 7A 1T 8P Undergro_u_nd Sewer Et Water Over King Power Equipment Operators- Dozers D-9 Et Under $49.48 7A 1T 8P Underground Sewer Et Water King Power Equipment Operators- Drill Oilers: Auger Type, Truck $49.48 7A 1T 8P Underground Sewer Et Water Or Crane Mount King Power Equipment Operators- Drilling Machine $49.90 7A 1T 8P Underground Sewer Et Water King Power Equipment Operators- Elevator And Man-lift: $47.12 7A 1T 8P Underground Sewer Et Water Permanent And Shaft Type King Power Equipment Operators- Finishing Machine, Bidwell And $49.90 7A 1T 8P Underground Sewer Et Water Gamaco Et Similar Equipment King Power Equipment Operators- Forklift: 3000 Lbs And Over $49.48 7A 1T 8P Underground Sewer Et Water With Attachments King Power Equipment Operators- Forklifts: Under 3000 Lbs. With $47.12 7A 1T 8P Underground Sewer Et Water Attachments King Power Equipment Operators- Grade Engineer: Using Blue $49.90 7A 1T 8P Underground Sewer Et Water Prints, Cut Sheets, Etc iKing Power Equipment Operators- Gradechecker/stakeman $47.12 7A 1T 8P Underground Sewer Et Water ,King Power Equipment Operators- Guardrail Punch/Auger $49.90 7A 1T 8P Underground Sewer Et Water King Power Equipment Operators- Hard Tail End Dump $50.39 7A 1T 8P Underground Sewer Et Water Articulating Off- Road Equipment 45 Yards. Et Over King Power Equipment Operators- Hard Tail End Dump $49.90 7A 1T 8P Underground Sewer Et Water Articulating Off-road Equipment Under 45 Yards King Power Equipment Operators- Horizontal/directional Drill $49.48 7A 1T 8P Underground Sewer Et Water Locator King Power Equipment Operators- Horizontal/directional Drill $49.90 7A 1T 8P Underground Sewer Et Water Operator King Power Equipment Operators- Hydralifts/boom Trucks Over $49.48 7A 1T 8P Underground Sewer Et Water 10 Tons King Power Equipment Operators- Hydralifts/boom Trucks, 10 $47.12 7A 1T 8P Underground Sewer Et Water Tons And Under King Power Equipment Operators- Loader, Overhead 8 Yards. Et $50.94 7A 1T 8P Underground Sewer Et Water Over King Power Equipment Operators- Loader, Overhead, 6 Yards. But $50.39 7A 1T 8P Underground Sewer Et Water Not Including 8 Yards King Power_Equipment Operators- Loaders, Overhead Under 6 $49.90 7A 1T 8P Underground Sewer Et Water Yards King Power Equipment Operators- Loaders, Plant Feed $49.90 7A 1T 8P Underground Sewer Et Water t .\AI _1 1_ ruyc 1J V1 1/ `King Power Equipment Operators- Loaders: Elevating Type Belt $49.48 7A 1T 8P Underground Sewer Et Water King Power Equipment Operators- Locomotives, All $49.90 7A 1T 8P Underground Sewer Ft Water King Power Equipment Operators- Material Transfer Device $49.90 7A 1T 8P Underground Sewer Et Water King Power Equipment Operators- Mechanics, All (leadmen - $50.94 7A 1T 8P Underground Sewer Et Water $0.50 Per Hour Over Mechanic) King Power Equipment Operators- Mixers: Asphalt Plant $49.90 7A 1T 8P Underground Sewer Et Water King Power Equipment Operators- Motor Patrol Grader - Non- $49.48 7A 1T Be Underground Sewer Et Water finishing King Power Equipment Operators- Motor Patrol Graders, Finishing $50.39 7A 1T 8P Underground Sewer Et Water King Power Equipment Operators- Mucking Machine, Mole, Tunnel $50.39 7A 1T 8P Underground Sewer Et Water Drill, Boring, Road Header And/or Shield King Power Equipment Operators- Oil Distributors, Blower $47.12 7A 1T 8P Underg round Sewer Et Water Distribution Et Mulch Seeding Operator King Power Equipment Operators- Outside Hoists (elevators And $49.48 7A 1T 8P Underground Sewer Et Water Manlifts), Air Tuggers,strato King Power Equipment Operators- Overhead, Bridge Type: 45 $50.39 7A 1T 8P Underground Sewer_Et Water Tons Through 99 Tons King Power Equipment Operators- Pavement Breaker $47.12 7A 1T 8P Underground Sewer Et Water King Power Equipment Operators- Pile Driver (other Than Crane $49.90 7A 1T 8P Underground Sewer Et Water Mount) King Power Equipment Operators- Plant Oiler - Asphalt, Crusher $49.48 7A 1T 8P Underground Sewer Et Water King Power Equipment Operators- Posthole Digger, Mechanical $47.12 7A 1T 8P Underground Sewer Et Water King Power Equipment Operators- Power Plant $47.12 7A 1T 8P Underground Sewer Et Water King Power Equipment Operators- Pumps - Water $47.12 7A 1T 8P Underground Sewer Et Water King Power Equipment Operators- Quick Tower - No Cab, Under $47.12 7A 1T 8P Underground Sewer Et Water 100 Feet In Height Based To Boom King Power Equipment Operators- Remote Control Operator On $50 39 7A 1T 8P i Underground Sewer Et Water Rubber Tired Earth Moving Equipment King Power Equipment Operators- Rigger And Bellman $47.12 7A 1T 8P `. Underground Sewer Et Water King Power Equipment Operators- Rollagon $50.39 7A 1T 8P Underground Sewer Et Water King Power Equipment Operators- Roller, Other Than Plant Mix $47.12 7A 1T 8P -_ Underground Sewer_Ft Water King Power Equipment Operators- Roller, Plant Mix Or Multi-lift $49.48 7A 1T 8P Underground Sewer Et Water Materials ruyc vi i/ King Power Equipment Operators- Roto-mill, Roto-grinder $49.90 7A 1T 8P Underground Sewer Et Water King Power Equipment Operators- Saws - Concrete $49.48 7A 1T 813 Underground Sewer Et Water King Power Equipment Operators- Scraper, Self Propelled Under $49.90 7A 1T 8P Underground Sewer Et Water 45 Yards King Power Equipment Operators- Scrapers - Concrete Et Carry All $49.48 7A 1T 8P Underground Sewer Et Water King Power-Equipment Operators- Scrapers, Self-propelled: 45 $50.39 7A 1T 8P Underground Sewer Et Water Yards And Over King Power Equipment Operators- Service Engineers - Equipment $49.48 7A 1T 8P Underground Sewer Et Water King Power Equipment Operators- Shotcrete/gunite Equipment $47.12 7A 1T 8P Underground Sewer Et Water King Power Equipment Operators- Shovel , Excavator, Backhoe, $49.48 7A 1T 8P Underground Sewer Et Water Tractors Under 15 Metric Tons. King Power Equipment Operators- Shovel, Excavator, Backhoe: $50.39 7A 1T 8P Underground Sewer-Et Water Over 30 Metric Tons To 50 Metric Tons King Power Equipment Operators_- Shovel, Excavator, Backhoes, $49.90 7A 1T 8P Underground Sewer Et Water Tractors: 15 To 30 Metric Tons King Power Equipment Operators- Shovel, Excavator, Backhoes: $50.94 7A 1T 8P Underground Sewer Et Water Over 50 Metric Tons To 90 Metric Tons King Power Equipment Operators- Shovel, Excavator, Backhoes: $51.51 7A 1T 8P 1 Underground Sewer Et Water Over 90 Metric Tons King Power_Equipment Operators- Slipform Pavers $50 39 7A 1T 8P Underground-Sewer& Water King Power-Equipment Operators- Spreader, Topsider Et $50.39 7A 1T 813 Underground Sewer Et Water Screedman King Power Equipment Operators- Subgrader Trimmer $49.90 7A 1_T 8P Underground Sewer Et Water King Power Equipment Operators- Tower Bucket Elevators $49.48 7A 1T 8P Underground Sewer Et Water King Power Equipment Operators- Tower Crane Over 175'in $51.51 7A 1T 8P Underground Sewer Et Water Height, Base To Boom King Power Equipment Operators- Tower Crane Up To 175' In $50.94 7A 1T 8P 4 Underground Sewer Et Water Height Base To Boom King Power Equipment Operators- Transporters, All Track Or $50.39 7A 1T 8P Underground Sewer Et Water Truck Type King Power Equipment Operators- Trenching Machines $49.48 7A 1T 8P Underground Sewer Et Water King Power Equipment Operators- Truck Crane Oiler/driver - 100 $49 90 7A 1T 8P Underground Sewer Et Water Tons And Over King Power Equipment Operators- Truck Crane Oiler/driver Under $49.48 7A 1T 8P Underground Sewer Et Water 100 Tons King Power Equiment_Operators- Truck Mount Portable Conveyor $49.90 7A 1T 8P Underground-Sewer Et Water King Power-Equipment Operators- Welder $50.39 7A 1T 8P l Underground Sewer Et Water ruyc i,� vl 1/ King Power Equipment Operators- Wheel Tractors, Farmall Type $47.12 7A 1T 8P Underground Sewer Et Water King Power Equipment Operators- Yo Yo Pay Dozer $49.90 7A 1T 8P Underground Sewer Et Water King Power Line Clearance Tree Joumey Level In Charge $42.91 5A 4A Trimmers King Power Line Clearance Tree Spray Person $40.73 5A 4A Trimmers -King Power Line Clearance Tree Tree Equipment Operator $41.29 5A 4A Trimmers King Power Line Clearance Tree Tree Trimmer $38.38 5A 4A Trimmers King Power Line Clearance Tree Tree Trimmer Groundperson $28.95 5A 4A Trimmers King Refrigeration Et Air Journey Level $69.96 6Z 1G Conditioning Mechanics King Residential Brick Mason Journey Level $48.27 5A 1M King Residential Carpenters Journey Level $28.20 1 King Residential Cement Masons Journey Level $22.64 1 King Residential Drywall Applicators Journey Level $38.08 5D 1M King Residential Drywall Tapers Journey Level $48.79 513 1E 'King Residential Electricians JOURNEY LEVEL $30.44 1 King Residential Glaziers Journey Level $34.60 7L 1H King Residential Insulation Journey Level $26.28 1 Applicators King Residential Laborers Journey Level $23.03 1 King Residential Marble Setters Journey Level $24.09 1 King Residential Painters Journey Level $24.46 1 King Residential Plumbers Et Journey Level $34.69 1 Pipefitters King Residential Refrigeration Et Air Journey Level $69.96 6Z 1G Conditioning Mechanics King Residential Sheet Metal Journey Level (Field or Shop) $40.04 7F 1 R Workers King Residential Soft Floor Layers Journey Level $41.95 5A 2Z King Residential Sprinkler Fitters Journey Level $41.31 5C 211 (Fire Protection) King Residential Stone Masons Journey Level $48.27 5A 1M King Residential Terrazzo Workers Journey Level $43.93 5A 1M King Residential Terrazzo/Tile Journey Level $21.46 1 Finishers j King Residential Tile Setters Journey Level $25.17 1 King Roofers Journey Level $43.65 5A 1 R King Roofers Using Irritable Bituminous $46.65 5A 1 R Materials King Sheet Metal Workers Journey Level (Field or Shop) $67.82 7F 1E King Shipbuilding is Ship Repair Boilermaker $35.831 7M 1H I I._._ AA J_ 14 4n rayc tv vi ii King Shipbuilding Et Ship Repair Carpenter $36.62 70 3B King Shipbuilding Et Ship Repair Electrician $36.23 70 3B King Shipbuilding Et Ship Repair Heat Et Frost Insulator $55.68 5J 1S King Shipbuilding Et Ship Repair Laborer $34.82 70 3B King Shipbuilding Et Ship Repair Machinist $36.19 70 3B King Shipbuilding Et Ship Repair Operator $38.58 70 B King Shipbuilding.-Et Ship Repair Painter $36 21 70 3B King Shipbuilding Et Ship Repair Pipefitter $36.16 70 3B King Shipbuilding Et Ship Repair Rigger $36.16 70 3B King Shipbuilding Et Ship Repair Sandblaster $35.17 70 3B King Shipbuilding Et Ship Repair Sheet Metal $36.14 70 3B King Shipbuilding Et Ship Repair Shipfitter $36.16 70 36 King Shipbuilding Et Ship Repair Trucker $36 00 70 3B King Shipbuilding Et Ship Repair Warehouse $36.06 70 3B King Shipbuilding Et Ship Repair Welder/Burner $36.16 70 3B King Sign Makers-a Installers Sign Installer $22.92 1 (Electrical) King Sign Makers Et-Installers Sign Maker $21.36 1 (Electrical) King Sign Makers Et Installers (Non- Sign Installer $27.28 1 Electrical) j King Sign Makers Et Installers (Non- Sign Maker $33.25 1 Electrical) King Soft Floor Layers Journey Level $41.95 5A 2Z King Solar Controls For Windows Journey Level $12.44 1 King Sprinkler Fitters (Fire Journey Level $68.79 5C 1_X Protection) King Stage ginMechamcs (Non Journey Level $13.23 1 j Structural) 'King Stone Masons Journey Level $48.271 5A 1M King Street And Parking Lot Journey Level $19.09 1 Sweeper Workers King Surveyors Assistant Construction Site $49.48 7A 1T 8P Surveyor King Surveyors Chainman $48.96 7A 1T 8P King Surveyors Construction Site Surveyor $50 39 7A 1_T 8P r King Telecommunication Journey Level $22.76 1 Technicians King Telephone Line Construction - Cable Splicer $34.20 5A 2B Outside King Telephone Line Construction- Hole Digger/Ground Person $18.72 5A 2B Outside King Telephone Line Construction Installer (Repairer) $32.78 5A 2B Outside King Telephone_Line_Con_struction Special Aparatus Installer 1 $34.20 5A 2B Outside King Telephone Line Construction - Special Apparatus Installer II $33.51 5A 2B s rayc ii vl i/ Outside King Telephone Line Construction - Telephone Equipment Operator $34.21 5A 2B Outside (Heavy) King Telephone Line Construction - Telephone Equipment Operator $31 81 5A 2B Outside (Light) King Telephone Line Construction - Telephone Lineperson $31.81 5A 2B Outside King Telephone Line Construction - Television Groundperson $18.16 5A 2B i Outside King Telephone Line Construction - Television Lineperson/Installer $24.09 5A 2B Outside King Telephone Line Construction- Television System Technician $28.72 5A 2B Outside King Telephone Line Construction - Television Technician $25.81 5A 2B Outside King Telephone Line Construction - Tree Trimmer $31.82 5A 2B Outside King Terrazzo Workers Journey Level $43.93 5A 1M King Tile Setters Journey Level $21.65 1 King Tito, Marble li Terrazzo Finisher $37.76 5A 1 B Finishers King Traffic Control Stripers Journey Level $40.73 7A 1K King Truck Drivers Asphalt Mix Over 16 Yards (W. $46.97 5D 3A 8L WA-Joint Council 28) King Truck Drivers Asphalt Mix To 16 Yards (W. $46.13 5D 3A 8L WA-Joint Council 28) ,King Truck Drivers Dump Truck Ft Trailer $46.971 5D 3A 8_L King Truck Drivers Dump Truck (W. WA-Joint $46.13 5D 3A 8L Council 28) King Truck Drivers Other Trucks (W. WA-Joint $46.97 5D 3A 8L Council 28) King Truck Drivers Transit Mixer $23.45 1 King Well Drillers Ft Irrigation Pump Irrigation Pump Installer $17.71 1 Installers King Well Drillers Ft Irrigation Pump Oiler $12 97 1 Installers King Well Drillers Ft Irrigation_Pump Well Driller $18.00 1 Installers 1 ii _ 1/L 1 /I �• /. -1 _1 _ 1 . A/ 1 _1 1/fin /'1n� '1 BENEFIT CODE KEY-EFFECTIVE 03-02-2012 THRU 08-30-2012 OVERTIME CODES OVERTIME CALCULATIONS ARE BASED ON THE HOURLY RATE ACTUALLY PAID TO THE WORKER. ON PUBLIC WORKS PROJECTS,THE HOURLY RATE MUST BE NOT LESS THAN THE PREVAILING RATE OF WAGE MINUS THE HOURLY RATE OF THE COST OF FRINGE BENEFITS ACTUALLY PROVIDED FOR THE WORKER. 1 ALL HOURS WORKED IN EXCESS OF EIGHT(8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE B ALL HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE C THE FIRST TWO (2) HOURS AFTER EIGHT (8) REGULAR HOURS MONDAY THROUGH FRIDAY AND THE FIRST TEN(10)HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE ALL OTHER OVERTIME HOURS AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE D THE FIRST TWO(2)HOURS BEFORE OR AFTER A FIVE-EIGHT(8)HOUR WORKWEEK DAY OR A FOUR-TEN(10) HOUR WORKWEEK DAY AND THE FIRST EIGHT (8) HOURS WORKED THE NEXT DAY AFTER EITHER WORKWEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE ALL ADDITIONAL HOURS WORKED AND ALL WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE E THE FIRST TWO (2) HOURS AFTER EIGHT (8) REGULAR HOURS MONDAY THROUGH FRIDAY AND THE FIRST EIGHT(8)HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE ALL OTHER HOURS WORKED MONDAY THROUGH SATURDAY, AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE, F THE FIRST TWO (2) HOURS AFTER EIGHT (8) REGULAR HOURS MONDAY THROUGH FRIDAY AND THE FIRST TEN(10)HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE ALL OTHER OVERTIME HOURS WORKED EXCEPT LABOR DAY, SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE ALL HOURS WORKED ON LABOR DAY SHALL BE PAID AT THREE TIMES THE HOURLY RATE OF WAGE G THE FIRST TEN (10) HOURS WORKED ON SATURDAYS AND THE FIRST TEN (10) HOURS WORKED ON A FIFTH CALENDAR WEEKDAY IN A FOUR-TEN HOUR SCHEDULE,SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE ALL HOURS WORKED IN EXCESS OF TEN(10) HOURS PER DAY MONDAY THROUGH SATURDAY AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE H ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS IF WORK IS LOST DUE TO INCLEMENT WEATHER CONDITIONS OR EQUIPMENT BREAKDOWN) SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE ALL HOURS WORKED MONDAY THROUGH SATURDAY OVER TWELVE (12) HOURS AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE I ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL ALSO BE PAID AT ONE AND DOUBLE THE HOURLY RATE OF WAGE J THE FIRST TWO (2) HOURS AFTER EIGHT (8) REGULAR HOURS MONDAY THROUGH FRIDAY AND THE FIRST TEN(10)HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE ALL HOURS WORKED OVER TEN (10) HOURS MONDAY THROUGH SATURDAY, SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE K. ALL HOURS WORKED ON SATURDAYS AND SUNDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE L. ALL HOURS WORKED IN EXCESS OF TEN (10) HOURS PER DAY MONDAY THROUGH SATURDAY AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE M. ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS IF WORK IS LOST DUE TO INCLEMENT WEATHER CONDITIONS) SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE N. ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS) SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE BENEFIT CODE KEY-EFFECTIVE 03-02-2012 THRU 08-30-2012 -2- ] O THE FIRST TEN (10) HOURS WORKED ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE ALL HOURS WORKED ON SUNDAYS, HOLIDAYS AND AFTER TWELVE (12) HOURS, MONDAY THROUGH FRIDAY, AND AFTER TEN (10) HOURS ON SATURDAY SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE P ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS IF CIRCUMSTANCES WARRANT) AND SUNDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE Q THE FIRST TWO (2) HOURS AFTER EIGHT (8) REGULAR HOURS MONDAY THROUGH FRIDAY AND UP TO TEN (10)HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE ALL HOURS WORKED IN EXCESS OFTEN (10) HOURS PER DAY MONDAY THROUGH SATURDAY AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS (EXCEPT CHRISTMAS DAY) SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE ALL HOURS WORKED ON CHRISTMAS DAY SHALL BE PAID AT TWO AND ONE- HALF TIMES THE HOURLY RATE OF WAGE R ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE S THE FIRST TWO (2) HOURS AFTER EIGHT (8) REGULAR HOURS MONDAY THROUGH FRIDAY AND THE FIRST EIGHT(8)HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE ALL HOURS WORKED ON HOLIDAYS AND ALL OTHER OVERTIME HOURS WORKED, EXCEPT LABOR DAY, SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE ALL HOURS WORKED ON LABOR DAY SHALL BE PAID AT THREE TIMES THE HOURLY RATE OF WAGE T WORK PERFORMED IN EXCESS OF EIGHT (8) HOURS OF STRAIGHT TIME PER DAY, OR TEN (10) HOURS OF STRAIGHT TIME PER DAY WHEN FOUR TEN (10) HOUR SHIFTS ARE ESTABLISHED OR FORTY (40) HOURS OF STRAIGHT TIME PER WEEK, MONDAY THROUGH FRIDAY, OR OUTSIDE THE NORMAL SHIFT, AND ALL WORK ON SATURDAYS SHALL BE PAID AT TIME AND ONE-HALF THE STRAIGHT TIME RATE HOURS WORKED OVER TWELVE HOURS (12) IN A SINGLE SHIFT AND ALL WORK PERFORMED AFTER 6 00 PM SATURDAY TO 6 00 AM MONDAY AND HOLIDAYS SHALL BE PAID AT DOUBLE THE STRAIGHT TIME RATE OF PAY THE EMPLOYER SHALL HAVE THE SOLE DISCRETION TO ASSIGN OVERTIME WORK TO EMPLOYEES PRIMARY CONSIDERATION FOR OVERTIME WORK SHALL BE GIVEN TO EMPLOYEES REGULARLY ASSIGNED TO THE WORK TO BE PERFORMED ON OVERTIME SITUATIONS AFTER AN EMPLOYEE HAS WORKED EIGHT(8)HOURS AT AN APPLICABLE OVERTIME RATE, ALL ADDITIONAL HOURS SHALL BE AT THE APPLICABLE OVERTIME RATE UNTIL SUCH TIME AS THE EMPLOYEE HAS HAD A BREAK OF EIGHT(8)HOURS OR MORE U ALL HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS (EXCEPT LABOR DAY) SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE ALL HOURS WORKED ON LABOR DAY SHALL BE PAID AT THREE TIMES THE HOURLY RATE OF WAGE V ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS(EXCEPT THANKSGIVING DAY AND CHRISTMAS DAY) SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE ALL HOURS WORKED ON THANKSGIVING DAY AND CHRISTMAS DAY SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE W ALL HOURS WORKED ON SATURDAYS AND SUNDAYS(EXCEPT MAKE-UP DAYS DUE TO CONDITIONS BEYOND THE CONTROL OF THE EMPLOYER)) SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE X. THE FIRST FOUR (4) HOURS AFTER EIGHT(8) REGULAR HOURS MONDAY THROUGH FRIDAY AND THE FIRST TWELVE (12) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE ALL HOURS WORKED OVER TWELVE (12) HOURS MONDAY THROUGH SATURDAY, SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE WHEN HOLIDAY FALLS ON SATURDAY OR SUNDAY, THE DAY BEFORE SATURDAY, FRIDAY, AND THE DAY AFTER SUNDAY, MONDAY SHALL BE CONSIDERED THE HOLIDAY AND ALL WORK PERFORMED SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE Y. ALL HOURS WORKED OUTSIDE THE HOURS OF 5 00 AM AND 5 00 PM (OR SUCH OTHER HOURS AS MAY BE AGREED UPON BY ANY EMPLOYER AND THE EMPLOYEE)AND ALL HOURS WORKED IN EXCESS OF EIGHT(8) HOURS PER DAY (10 HOURS PER DAY FOR A 4 X 10 WORKWEEK) AND ON SATURDAYS AND HOLIDAYS (EXCEPT LABOR DAY)SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE (EXCEPT FOR EMPLOYEES WHO ARE ABSENT FROM WORK WITHOUT PRIOR APROVAL ON A SCHEDULED WORKDAY DURING THE WORKWEEK SHALL BE PAID AT THE STRAIGHT-TIME RATE UNTIL THEY HAVE WORKED 8 HOURS IN A DAY(10 IN A 4 X 10 WORKWEEK)OR 40 HOURS DURING THAT WORKWEEK)ALL HOURS WORKED MONDAY THROUGH SATURDAY OVER TWELVE (12) HOURS AND ALL HOURS WORKED ON SUNDAYS AND LABOR DAY SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE BENEFIT CODE KEY-EFFECTIVE 03-02-2012 THRU 08-30-2012 -3- l Z ALL HOURS WORKED ON SATURDAYS AND SUNDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID THE STRAIGHT TIME RATE OF PAY IN ADDITION TO HOLIDAY PAY 2 ALL HOURS WORKED IN EXCESS OF EIGHT(8) HOURS PER DAY OR FORTY(40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE B ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE C ALL HOURS WORKED ON SUNDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE F THE FIRST EIGHT (8) HOURS WORKED ON HOLIDAYS SHALL BE PAID AT THE STRAIGHT HOURLY RATE OF WAGE IN ADDITION TO THE HOLIDAY PAY ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE G ALL HOURS WORKED ON SUNDAY SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE ALL HOURS WORKED ON PAID HOLIDAYS SHALL BE PAID AT TWO AND ONE-HALF TIMES THE HOURLY RATE OF WAGE INCLUDING HOLIDAY PAY H ALL HOURS WORKED ON SUNDAY SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE K. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE IN ADDITION TO THE HOLIDAY PAY O ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE R ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS AND ALL HOURS WORKED OVER SIXTY(60)IN ONE WEEK SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE U ALL HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE ALL HOURS WORKED OVER 12 HOURS IN A DAY,OR ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE W THE FIRST TWO (2) HOURS AFTER EIGHT (8) REGULAR HOURS MONDAY THROUGH FRIDAY AND THE FIRST EIGHT(8) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE ALL OTHER HOURS WORKED MONDAY THROUGH SATURDAY,AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE ON A FOUR-DAY, TEN-HOUR WEEKLY SCHEDULE,EITHER MONDAY THRU THURSDAY OR TUESDAY THRU FRIDAY SCHEDULE,ALL HOURS WORKED AFTER TEN SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE THE FIRST EIGHT(8)HOURS WORKED ON THE FIFTH DAY SHALL BE PAID ATONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE ALL OTHER HOURS WORKED ON THE FIFTH, SIXTH,AND SEVENTH DAYS AND ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE Y ALL HOURS WORKED ON SATURDAYS(EXCEPT FOR MAKE-UP DAYS)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 Z ALL HOURS WORKED MONDAY THROUGH FRIDAY BETWEEN THE HOURS OF 6 00 P M AND 6 00 A M AND ALL HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE, EXCEPT FOR COMMERCIAL, OCCUPIED BUILDINGS WHERE FLOOR COVERING WORK CANNOT BE PERFORMED IN THE REGULAR DAYTIME HOURS DUE TO OCCUPANCY FOR SUCH OCCUPIED, COMMERCIAL BUILDINGS, THE EMPLOYEE MAY AGREE TO WORK BETWEEN THE HOURS OF 6 00 PM TO 6 00 AM MONDAY THROUGH SATURDAY MORNING AT 6 00 AM AT AN OVERTIME PAY RATE OF 10%OVER THE STRAIGHT TIME RATE ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE BENEFIT CODE KEY-EFFECTIVE 03-02-2012 THRU 08-30-2012 -4- 3 ALL HOURS WORKED IN EXCESS OF EIGHT(8) HOURS PER DAY OR FORTY(40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE A WORK PERFORMED IN EXCESS OF EIGHT (8) HOURS OF STRAIGHT TIME PER DAY, OR TEN (10) HOURS OF STRAIGHT TIME PER DAY WHEN FOUR TEN (10) HOUR SHIFTS ARE ESTABLISHED, OR FORTY (40) HOURS OF STRAIGHT TIME PER WEEK, MONDAY THROUGH FRIDAY, OR OUTSIDE THE NORMAL SHIFT, AND ALL WORK ON SATURDAYS SHALL BE PAID AT TIME AND ONE-HALF THE STRAIGHT TIME RATE HOURS WORKED OVER TWELVE HOURS (12) IN A SINGLE SHIFT AND ALL WORK PERFORMED AFTER 6 00 PM SATURDAY TO 6 00 AM MONDAY AND HOLIDAYS SHALL BE PAID AT DOUBLE THE STRAIGHT TIME RATE OF PAY ANY SHIFT STARTING BETWEEN THE HOURS OF 6 00 PM AND MIDNIGHT SHALL RECEIVE AN ADDITIONAL ONE DOLLAR ($1 00)PER HOUR FOR ALL HOURS WORKED THAT SHIFT THE EMPLOYER SHALL HAVE THE SOLE DISCRETION TO ASSIGN OVERTIME WORK TO EMPLOYEES PRIMARY CONSIDERATION FOR OVERTIME WORK SHALL BE GIVEN TO EMPLOYEES REGULARLY ASSIGNED TO THE WORK TO BE PERFORMED ON OVERTIME SITUATIONS AFTER AN EMPLOYEE HAS WORKED EIGHT(8) HOURS AT AN APPLICABLE OVERTIME RATE, ALL ADDITIONAL HOURS SHALL BE AT THE APPLICABLE OVERTIME RATE UNTIL SUCH TIME AS THE EMPLOYEE HAS HAD A BREAK OF EIGHT(8)HOURS OR MORE B THE FIRST FOUR (4) HOURS AFTER EIGHT (8) REGULAR HOURS MONDAY THROUGH FRIDAY AND THE FIRST TWELVE (12) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE ALL HOURS WORKED OVER TWELVE (12) HOURS MONDAY THROUGH SATURDAY, AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE 4 ALL HOURS WORKED IN EXCESS OF EIGHT(8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE A ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS PER DAY OR FORTY(40)HOURS PER WEEK SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE ALL HOURS WORKED ON SATURDAYS, SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE B ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS IF WORK IS LOST DUE TO INCLEMENT WEATHER CONDITIONS)SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE ALL HOURS WORKED MONDAY THROUGH SATURDAY OVER TWELVE (12) HOURS AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE HOLIDAY CODES 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) H HOLIDAYS NEW YEAR'S DAY, MEMORIAL DAY,INDEPENDENCE DAY,THANKSGIVING DAY,THE DAY AFTER THANKSGIVING DAY,AND CHRISTMAS(6) I HOLIDAYS NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, AND CHRISTMAS DAY(6) J. HOLIDAYS NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY,CHRISTMAS EVE DAY,AND CHRISTMAS DAY(7) K. HOLIDAYS NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY,FRIDAY AFTER THANKSGIVING DAY, THE DAY BEFORE CHRISTMAS, AND CHRISTMAS DAY(9) BENEFIT CODE KEY-EFFECTIVE 03-02-2012 THRU 08-30-2012 -5- 5 L. HOLIDAYS NEW YEAR'S DAY, MARTIN LUTHER KING JR DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY,THANKSGIVING DAY,FRIDAY AFTER THANKSGIVING DAY,AND CHRISTMAS DAY(8) N HOLIDAYS NEW YEAR'S DAY, PRESIDENTS' DAY MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, VETERANS'DAY,THANKSGIVING DAY,THE FRIDAY AFTER THANKSGIVING DAY,AND CHRISTMAS DAY(9) P HOLIDAYS NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AND SATURDAY AFTER THANKSGIVING DAY, THE DAY BEFORE CHRISTMAS, AND CHRISTMAS DAY (9) IF A HOLIDAY FALLS ON SUNDAY,THE FOLLOWING MONDAY SHALL BE CONSIDERED AS A HOLIDAY R PAID HOLIDAYS NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, DAY AFTER THANKSGIVING DAY, ONE-HALF DAY BEFORE CHRISTMAS DAY, AND CHRISTMAS DAY (7 1/2) S PAID HOLIDAYS NEW YEAR'S DAY.PRESIDENTS'DAY,MEMORIAL DAY,INDEPENDENCE DAY,LABOR DAY, THANKSGIVING DAY,AND CHRISTMAS DAY(7) T PAID HOLIDAYS NEW YEAR'S DAY, WASHINGTON'S BIRTHDAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY,THANKSGIVING DAY,THE FRIDAY AFTER THANKSGIVING DAY,CHRISTMAS DAY,AND THE DAY BEFORE OR AFTER CHRISTMAS(9) 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) E PAID HOLIDAYS NEW YEAR'S DAY,DAY BEFORE OR AFTER NEW YEAR'S DAY,PRESIDENTS DAY,MEMORIAL DAY,INDEPENDENCE DAY, LABOR DAY,THANKSGIVING DAY,DAY AFTER THANKSGIVING DAY, CHRISTMAS DAY,AND A HALF-DAY ON CHRISTMAS EVE DAY (9 1/2) G PAID HOLIDAYS NEW YEAR'S DAY, MARTIN LUTHER KING JR DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, VETERANS' DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY,CHRISTMAS DAY,AND CHRISTMAS EVE DAY(1 l) H PAID HOLIDAYS NEW YEAR'S DAY, NEW YEAR'S EVE DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, CHRISTMAS DAY, THE DAY AFTER CHRISTMAS,AND A FLOATING HOLIDAY(10) I PAID HOLIDAYS NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY,FRIDAY AFTER THANKSGIVING DAY,AND CHRISTMAS DAY(7) Q. PAID HOLIDAYS NEW YEAR'S DAY,MEMORIAL DAY,INDEPENDENCE DAY,LABOR DAY,VETERANS DAY,THANKSGIVING DAY,THE DAY AFTER THANKSGIVING DAY AND CHRISTMAS DAY(8) UNPAID HOLIDAY PRESIDENTS'DAY T PAID HOLIDAYS NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, THE LAST WORKING DAY BEFORE CHRISTMAS DAY,AND CHRISTMAS DAY(9) Z HOLIDAYS NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (7) IF A HOLIDAY FALLS ON SATURDAY,THE PRECEDING FRIDAY SHALL BE CONSIDERED AS THE HOLIDAY IF A HOLIDAY FALLS ON SUNDAY,THE FOLLOWING MONDAY SHALL BE CONSIDERED AS THE HOLIDAY 7. A HOLIDAYS NEW YEAR'S DAY,MEMORIAL DAY, INDEPENDENCE DAY,LABOR DAY,THANKSGIVING DAY,THE FRIDAY AND SATURDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8) ANY HOLIDAY WHICH FALLS ON A SUNDAY SHALL BE OBSERVED AS A HOLIDAY ON THE FOLLOWING MONDAY IF ANY OF THE LISTED HOLIDAYS FALLS ON A SATURDAY,THE PRECEDING FRIDAY SHALL BE A REGULAR WORK DAY B. HOLIDAYS NEW YEAR'S DAY, MEMORIAL DAY,INDEPENDENCE DAY,LABOR DAY,THANKSGIVING DAY,THE FRIDAY AND SATURDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8) ANY HOLIDAY WHICH FALLS ON A SUNDAY SHALL BE OBSERVED AS A HOLIDAY ON THE FOLLOWING MONDAY ANY HOLIDAY WHICH FALLS ON A SATURDAY SHALL BE OBSERVED AS A HOLIDAY ON THE PRECEDING FRIDAY BENEFIT CODE KEY-EFFECTIVE 03-02-2012 THRU 08-30-2012 -6- 7 C HOLIDAYS NEW YEAR'S DAY,MARTIN LUTHER KING JR DAY,MEMORIAL DAY,INDEPENDENCE DAY,LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8) ANY HOLIDAY WHICH FALLS ON A SUNDAY SHALL BE OBSERVED AS A HOLIDAY ON THE FOLLOWING MONDAY ANY HOLIDAY WHICH FALLS ON A SATURDAY SHALL BE OBSERVED AS A HOLIDAY ON THE PRECEDING FRIDAY D PAID HOLIDAYS NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, VETERAN'S DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8) UNPAID HOLIDAYS PRESIDENT'S DAY ANY PAID HOLIDAY WHICH FALLS ON A SUNDAY SHALL BE OBSERVED AS A HOLIDAY ON THE FOLLOWING MONDAY ANY PAID HOLIDAY WHICH FALLS ON A SATURDAY SHALL BE OBSERVED AS A HOLIDAY ON THE PRECEDING FRIDAY E HOLIDAYS NEW YEAR'S DAY,MEMORIAL DAY,INDEPENDENCE DAY,LABOR DAY,THANKSGIVING DAY,THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (7) ANY HOLIDAY WHICH FALLS ON A SUNDAY SHALL BE OBSERVED AS A HOLIDAY ON THE FOLLOWING MONDAY ANY HOLIDAY WHICH FALLS ON A SATURDAY SHALL BE OBSERVED AS A HOLIDAY ON THE PRECEDING FRIDAY F HOLIDAYS NEW YEAR'S DAY,MEMORIAL DAY, INDEPENDENCE DAY,LABOR DAY,THANKSGIVING DAY,THE FRIDAY AFTER THANKSGIVING DAY, THE LAST WORKING DAY BEFORE CHRISTMAS DAY AND CHRISTMAS DAY (8) ANY HOLIDAY WHICH FALLS ON A SUNDAY SHALL BE OBSERVED AS A HOLIDAY ON THE FOLLOWING MONDAY ANY HOLIDAY WHICH FALLS ON A SATURDAY SHALL BE OBSERVED AS A HOLIDAY ON THE PRECEDING FRIDAY G HOLIDAYS NEW YEAR'S DAY,MEMORIAL DAY,INDEPENDENCE DAY,LABOR DAY,THANKSGIVING DAY,AND CHRISTMAS DAY (6) ANY HOLIDAY WHICH FALLS ON A SUNDAY SHALL BE OBSERVED AS A HOLIDAY ON THE FOLLOWING MONDAY H. HOLIDAYS NEW YEAR'S DAY,MARTIN LUTHER KING JR DAY, INDEPENDENCE DAY,MEMORIAL DAY,LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, THE LAST WORKING DAY BEFORE CHRISTMAS DAY AND CHRISTMAS DAY(9) ANY HOLIDAY WHICH FALLS ON A SUNDAY SHALL BE OBSERVED AS A HOLIDAY ON THE FOLLOWING MONDAY ANY HOLIDAY WHICH FALLS ON A SATURDAY SHALL BE OBSERVED AS A HOLIDAY ON THE PRECEDING FRIDAY 1. HOLIDAYS NEW YEAR'S DAY, PRESIDENT'S DAY, INDEPENDENCE DAY, MEMORIAL DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, THE DAY BEFORE CHRISTMAS DAY AND CHRISTMAS DAY (9) ANY HOLIDAY WHICH FALLS ON A SUNDAY SHALL BE OBSERVED AS A HOLIDAY ON THE FOLLOWING MONDAY ANY HOLIDAY WHICH FALLS ON A SATURDAY SHALL BE OBSERVED AS A HOLIDAY ON THE PRECEDING FRIDAY J. HOLIDAYS NEW YEAR'S DAY, INDEPENDENCE DAY,MEMORIAL DAY,LABOR DAY,THANKSGIVING DAY AND CHRISTMAS DAY (6) ANY HOLIDAY WHICH FALLS ON A SUNDAY SHALL BE OBSERVED AS A HOLIDAY ON THE FOLLOWING MONDAY ANY HOLIDAY WHICH FALLS ON A SATURDAY SHALL BE OBSERVED AS A HOLIDAY ON THE PRECEDING FRIDAY K HOLIDAYS NEW YEAR'S DAY,MEMORIAL DAY,INDEPENDENCE DAY,THANKSGIVING DAY,THE FRIDAY AND SATURDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8) ANY HOLIDAY WHICH FALLS ON A SUNDAY SHALL BE OBSERVED AS A HOLIDAY ON THE FOLLOWING MONDAY ANY HOLIDAY WHICH FALLS ON A SATURDAY SHALL BE OBSERVED AS A HOLIDAY ON THE PRECEDING FRIDAY L HOLIDAYS NEW YEAR'S DAY,MEMORIAL DAY,LABOR DAY, INDEPENDENCE DAY,THANKSGIVING DAY,THE LAST WORK DAY BEFORE CHRISTMAS DAY, AND CHRISTMAS DAY (7) ANY HOLIDAY WHICH FALLS ON A SUNDAY SHALL BE OBSERVED AS A HOLIDAY ON THE FOLLOWING MONDAY ANY HOLIDAY WHICH FALLS ON A SATURDAY SHALL BE OBSERVED AS A HOLIDAY ON THE PRECEDING FRIDAY M PAID HOLIDAYS NEW YEAR'S DAY, THE DAY AFTER OR BEFORE NEW YEAR'S DAY, PRESIDENT'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, CHRISTMAS DAY, AND THE DAY AFTER OR BEFORE CHRISTMAS DAY 10) ANY HOLIDAY WHICH FALLS ON A SUNDAY SHALL BE OBSERVED AS A HOLIDAY ON THE FOLLOWING MONDAY ANY HOLIDAY WHICH FALLS ON A SATURDAY SHALL BE OBSERVED AS A HOLIDAY ON THE PRECEDING FRIDAY N HOLIDAYS NEW YEAR'S DAY,MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY,THANKSGIVING DAY,THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY(7) ANY HOLIDAY WHICH FALLS ON A SUNDAY SHALL BE OBSERVED AS A HOLIDAY ON THE FOLLOWING MONDAY WHEN CHRISTMAS FALLS ON A SATURDAY,THE PRECEDING FRIDAY SHALL BE OBSERVED AS A HOLIDAY BENEFIT CODE KEY-EFFECTIVE 03-02-2012 THRU 08-30-2012 -7- 7 O PAID HOLIDAYS NEW YEAR'S DAY, THE DAY AFTER OR BEFORE NEW YEAR'S DAY, PRESIDENT'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, CHRISTMAS DAY,THE DAY AFTER OR BEFORE CHRISTMAS DAY,AND THE EMPLOYEES BIRTHDAY 11) ANY HOLIDAY WHICH FALLS ON A SUNDAY SHALL BE OBSERVED AS A HOLIDAY ON THE FOLLOWING MONDAY ANY HOLIDAY WHICH FALLS ON A SATURDAY SHALL BE OBSERVED AS A HOLIDAY ON THE PRECEDING FRIDAY P HOLIDAYS NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY(7) ANY HOLIDAY WHICH FALLS ON A SUNDAY SHALL BE OBSERVED AS A HOLIDAY ON THE FOLLOWING MONDAY Q HOLIDAYS NEW YEAR'S DAY,MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY,THANKSGIVING DAY,THE FRIDAY AFTER THANKSGIVING DAY, THE LAST WORKING DAY BEFORE CHRISTMAS DAY AND CHRISTMAS DAY (8) ANY HOLIDAY WHICH FALLS ON A SUNDAY SHALL BE OBSERVED AS A HOLIDAY ON THE FOLLOWING MONDAY IF ANY OF THE LISTED HOLIDAYS FALLS ON A SATURDAY, THE PRECEDING FRIDAY SHALL BE A REGULAR WORK DAY NOTE CODES 8 A IN ADDITION TO THE HOURLY WAGE AND FRINGE BENEFITS, THE FOLLOWING DEPTH PREMIUMS APPLY TO DEPTHS OF FIFTY FEET OR MORE OVER 50'TO 100'-S2 00 PER FOOT FOR EACH FOOT OVER 50 FEET OVER 100'TO 150'-$3 00 PER FOOT FOR EACH FOOT OVER 100 FEET OVER 150'TO 220'-$4 00 PER FOOT FOR EACH FOOT OVER 150 FEET OVER 220'-S5 00 PER FOOT FOR EACH FOOT OVER 220 FEET C IN ADDITION TO THE HOURLY WAGE AND FRINGE BENEFITS,THE FOLLOWING DEPTH PREMIUMS APPLY TO DEPTHS OF FIFTY FEET OR MORE OVER 50'TO 100'-SI 00 PER FOOT FOR EACH FOOT OVER 50 FEET OVER 100'TO 150'-$1 50 PER FOOT FOR EACH FOOT OVER 100 FEET OVER 150'TO 200'-$2 00 PER FOOT FOR EACH FOOT OVER 150 FEET OVER 200'- DIVERS MAY NAME THEIR OWN PRICE D WORKERS WORKING WITH SUPPLIED AIR ON HAZMAT PROJECTS RECEIVE AN ADDITIONAL$1 00 PER HOUR L WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS - LEVEL A $0 75, LEVEL B $0 50,AND LEVEL C SO 25 M. WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS LEVELS A & B: $1 00,LEVELS C&D $0 50 N. WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS - LEVEL A. $1,00, LEVEL B $0 75,LEVEL C $0 50,AND LEVEL D $0 25 P WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS - CLASS A SUIT $2 00,CLASS B SUIT SI 50, CLASS C SUIT $1 00,AND CLASS D SUIT$0 50 Q. THE HIGHEST PRESSURE REGISTERED ON THE GAUGE FOR AN ACCUMULATED TIME OF MORE THAN FIFTEEN (15)MINUTES DURING THE SHIFT SHALL BE USED IN DETERMINING THE SCALE PAID REQUEST FOR MAYOR'S SIGNATURE • Please Fill in All Applicable Boxes \11147KEN. WASHING-ON This faun must be printed on Cherry paper Routing Information (ALL REQUESTS MUST FIRST BE ROUTED THROUGH THE LAW DEPARTMENT) Originator Mark Madfai Phone (Originator) 5521 Date Sent 8/20/12 Date Required 8/24/12 Return Signed Document to Nancy Yoshitake CONTRACT TERMINATION DATE: 140 working days VENDOR NAME: SCI Infrastructure, LLC DATE OF COUNCIL APPROVAL: 8/7/12 Brief Explanation of Document The attached construction agreement is with SCI Infrastructure, to construct approximately 1,450 linear feet of sheet pile wall and 740 linear feet of earthen berm levee including an asphalt path flood gate, utility relocation, road improvements and other miscellaneous work for the Horseshoe Bend Levee Improvements East and West River Bend Secondary Levees Phase It Project All Contracts Must Be Routed Through the Law Department (Thu Area to be Comoleted By the Law Department) Received- I RE i V E D Approval of Law Dept AUIG 2 0 2012 Law Dept CommentsA -KP- 1, Date Forwarded to Mavor. 14- Shaded Areas to Be Completed by Administration Staff Received: Recommendations & Comments: Disposition: Z �fYLA-t 4,e � Date Returned: Iage5870_templatebase 2/07