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PW15-152 - Original - Pacific Civil & Infrastructure, Inc. - 640 Zone Pressure Reducing Valve Station - 04/22/2015
Records eq`Sy-,ry$11£P n^N Y 1 JPt�.rf,'� = Document was� naraH �.,tx : ,t*t X 49 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: Pacific Civil & Infrastructure, Inc. Vendor Number: JD Edwards Number Contract Number: r�yi 5— 1, 1. This is assigned by City Clerk's Office Project Name: 640 Zone Pressure Reducing Valve Stations Description: ❑ Interlocal Agreement ❑ Change Order ❑ Amendment ® Contract ❑ Other: q I;L -s Contract Effective Date: Date of the Mayor's signature Termination Date: 120 working days Contract Renewal Notice (Days): Number of days required notice for termination or renewal or amendment Contract Manager: Ken Langholz Department: Engineering Contract Amount: $401,194.31 Approval Authority: (CIRCLE ONE) Department Director Mayor City Council Detail: (i.e. address, location, parcel number, tax id, etc.): The project consists of the installation of three pressure reducing valve stations on Kent's east hill i As of: 08/27/14 REQUEST FOR MAYOR'S SIGNATURE ��ilvT Routing Information (ALL REQUESTS MUST FIRST BE ROUTED THROUGH THE LAW DEPARTMENT) i Approved b Direcor_ v �°mot Orl Inator:Ken Langholz Phone Orl Inator ':5516 ` Date Sent: <i ' ,° Date Required: Return Signed Document to: Nancy Yoshaake Contract Termination Date: 120 working Gays VENDOR NAIVE: Date Finance Notified: a( (Only required on contracts ' 10 000 and over or on an Grant DATE OF COUNCIL APPROVAL- Date Risk Manager Notified': 48/15 _ Re uired on:Non City Standard Contracts/Agreements) Has this Document been Specifically Account Number: Authorized in the Budget? ,<IES,0 NO Brief Explanation of Document: The attached construction agreement is with Pacific Civil & Infrastructure for the 640 Zone Pressure Reducing Valve Stations Protect. The project consists of the Installation of three pressure reducing valve stations on KenVs east hill For additional information, see the attached Council motion sheet. All Contracts Must Be Routed Through The Law Department mpleted by the taw Depart mpnt) Received; tJ � a�. Approval of Law Dept. Law Dept. Comments: S Date sorwarded to Mayor: t Shaded Areas To Be Completed By Administration Received;: Recommendations and Comments: ' �/ ie f , 9'- - > r =e; Disposition- t;? + / M Date Returned: P iGv pPorms�poc niffior n g1R �u ayw ranr— R Agenda Item: Bids - 9A WAV111N01011 TO: City Council DATE: April 7, 2015 SUBJECT: 640 Zone Pressure Reducing Valve Stations - Award MOTION: Move to award the 640 Zone Pressure Reducing Valve Stations project to Pacific Civil & Infrastructure in the amount of $401,194.31 and authorize the Mayor to sign all necessary documents, subject to final terms and conditions acceptable to the City Attorney and Public Works Director. SUMMARY: The 640 Pressure Zone is a series of water improvement projects that will help alleviate low pressure levels on the higher elevation areas of Kent's east hill. This pressure reducing valve project is one of those projects and consists of the installation of three pressure reducing valve stations on Kent's east hill. The project includes constructing approximately 160 linear feet of 6-inch and 8-inch ductile iron water main, 120 linear feet of 6-Inch storm pipe and other miscellaneous site work. EXHIBITS: Memo Dated March 31, 2015 RECOMMENDED BY: Public Works Director YEA: N/A NAY: N/A BUDGET IMPACTS: This project is a funded out of the Water Utility capital budget. CITY OF KENT KING COUNTY, WASH 1 NGTON KENT SPEC I AL POV I S I ONS FOR 640 Zone Pressure Reducing Valve Stations Project Number: 10-3025 BIDS ACCEPTED UNTIL March 31 , 2015 11 :00 A.M. BID OPENING IMMEDIATELY FOLLOWING DELIVER TO C I TY OF KENT, C I TY HALL 220 4th Avenue S., Kent, WA 98032-5895 TIMOTHY J. LAPORTE, P.E. PUBLIC WORKS DIRECTOR \N740 • KEN T WASHINGTON PUBLIC WORKS DEPARTMENT Timothy J. LaPorte, P.E. Public Works Director 400 West Gowe Kent,WA 98032 -1- Fax: 253-856-6500 wesniearo PHONE: 253-856-5500 CITY OF KENT KING COUNTY, WASHINGTON 640 Zone Pressure Reducing Valve Stations Project Number: 10-3025 ADDENDUM No. 1 March 24, 2015 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 - BIDDER'S DOCUMENTS The following changes are included in the attached replacement pages 8, 9 and 10 of the Bidder's Document. Bidders must use the replacement page. SCHEDULE II A - WATER (PARK ORCHARD PRV) ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO UANTITY PRICE AMOUNT 2000A 7-09.5 2 S 6 Inch Connection to $ $ 2& KSP EACH Existing Water Main Per EA (Delete *) 2020A 7-09.5 8996 8 6 Inch Diameter Ductile $ $ KSP LN FT Iron, Cl 52 Water Main Pipe Per LF (ADD ) I 2040A 7-12.5 3 S 6 Inch Gate Valve MI x FL $ $ > SEA KSP EACH or MI x MJ or FL x FL Per EA 0 (Delete ') 3 c m Y 3 3 0 MAYOR SUZETTE COOKE SCHEDULE II B — WATER (MILLENNIUM PRV) ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO UANTITY PRICE AMOUNT 2025E 7-09.5 40 8 Inch Diameter Ductile $ $ (Delete KSP LN FT Iron, Cl 52 Water Main Pipe Per LF SCHEDULE II C — WATER (DANIEL PRV) ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO UANTITY PRICE AMOUNT 2020C 7-09.5 34 6 Inch Diameter Ductile Iron, $ $ {ADP ) KSP LN FT Cl 52 Water Main Pipe Per LF II — KENT SPECIAL PROVISIONS Page 7-14 — Section 7-09.5 - Payment REVISE the following payment description: The unit bid price per each for"6 Inch and 8 Inch Connection to Existing Water Main" constitutes complete compensation for furnishing all labor, materials, tools, supplies and equipment necessary to wet tap the main or cut into the main and make the connection, complete in place as shown on the plans and described in the specifications. The unit bid price shall include but not be limited to excavation, dewatering, all fittings, couplings, adapters, tapping valve with tapping sleeves, concrete blocking and disinfection. Costs for connection to the ends of existing pipes (water main extensions) including removal of existing concrete blocking, and connections to existing valves, crosses, and tees and similar fittings shall be included In this bid item. The cost to coordinate this work with the City Water Department and to notify affected users of the system such as adjoining businesses and property owners shall be included as part of this bid item. Also included shall be any costs resulting in work that is required to be performed at other than normal working hours. Page 7-17 — Section 7-12.5 — Payment REVISE the following payment description: The unit bid price per each for'6Inch and 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 and all necessary fitting and appurtenances; furnishing and installing the valve box top section, lid, and base section; tapping valve with tapping tee where shown on the plans; valve nut extenders where needed; trenching; dewatering; backfilling and compacting selected materials; jointing; painting; disinfecting; flushing; hydrostatic and purity testing; furnishing and installing valve box with cover and a valve marker post; running a pig through 2 valve. Water disconnect may be required after hours or on a weekend. Additional costs for weekend work, removal of existing valves, cutting and capping existing water mains shall be included in this item. III — PLANS Plan sheet 2 of 9 REVISE Construction Note 2005A to 2000A 6 Inch Connection to Existing Water Main REVISE Construction Note 2025A to 2020A 6 Inch Diameter Ductile Iron, CL 52 Water Main Pipe REVISE Construction Note 2045A to 2040A 6 Inch Gate Valve Plan sheet 4 of 9 REVISE Existing 8" water mains on 1081" Ave. SE and SE 232M PI. to 6" water mains DELETE 1 - 6"x8" DI Reducer (MJxFL) REVISE All 8" DI pipe and all 8" fittings to 6" DI pipe and 6" fittings ADD 1 - 6" DI Long Pattern Sleeve Plan sheet 5 of 9 DELETE 1 - 6"x8" DI Reducer (MJxFL) DELETE 1 - 8" DI Megalug Follower REVISE 1 - 8" DI 90 degree bend (FLxMJ) to I - 6" DI 90 degree bend (M]xMJ) REVISE 1 - 6" DI Megalug Follower to 2 - 6" DI Megalug Followers Plan sheet 6 of 9 ADD 4 - 8" DI Long Pattern Sleeves Plan sheet 8 of 9 ADD 2 - 8" DI Long Pattern Sleeves END OF ADDENDUM No. 1 Chad Bieren, P.E. Date City Engineer Attachments: Proposal pages 8, 9, 10 Plan Sheet 2 of 9 (partial) Plan Sheet 4 of 9 Plan Sheet 5 of 9 (partial) Plan Sheet 6 of 9 (partial) Plan Sheet 8 of 9 (partial) 3 SCHEDULE II A - WATER (PARK ORCHARD PRV) ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 2000A 7-09.5 2 S 6 Inch Connection to $ $ 2095A KSP EACH Existing Water Main Per EA 2O2OA 7-09.5 89 96 & 6 Inch Diameter Ductile $ $ KSP LN FT Iron, Cl 52 Water Main Pipe Per LF I 2O40A 7-12.5 3 S 6 Inch Gate Valve MJ x FL $ $ -�n,� KSP EACH or MJ x MJ or FL x FL Per EA 2243A 7-15.5 1 Install Park Orchard 6 Inch $ $ KSP LUMP SUM Pressure Reducing Valve Per LS Station, Complete 2255A 2-09.5 718 Shoring or Extra Excavation $ $ * WSDOT SQ FT Class B Per SF 2260A 7-09.5 12 Foundation Material, Class I $ $ * KSP TONS and II for Water Main Per TON 2275A 7-09,5 13 Pipe Zone Bedding for $ $ * KSP TONS Water Main Per TON 2285A 7-09.5 178 Bank Run Gravel for Trench $ $ * KSP TONS Backfill for Water Main 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. Sub Total $ 9.5% WA State Sales Tax $ Schedule II A Total $ 640 Zone Pressure Reducing Valve Stations/Langholz 8 March 24, 2015 Project Number: 10-3025 '... SCHEDULE II B — WATER (MILLENNIUM PRV) ITEM SECTION APPROX. ITEM UNIT TOTAL NO NOQUANTITY PRICE AMOUNT 2005B 7-09,5 2 8 Inch Connection to Existing $ $ * KSP EACH Water Main Per EA 2025E 7-09.5 40 8 Inch Diameter Ductile Iron, $ $ KSP LN FT Cl 52 Water Main Pipe Per LF 2045B 7-12.5 2 8 Inch Gate Valve M] x FL or $ $ * KSP EACH MI x MI or FL x FL Per EA 2243B 7-15.5 1 Install Millennium 6 Inch $ $ KSP LUMP SUM Pressure Reducing Valve Per LS Station, Complete 2255E 2-09.5 240 Shoring or Extra Excavation $ $ * WSDOT SQ FT Class B Per SF 2260B 7-09.5 5 Foundation Material, Class I $ $ * KSP TONS and II for Water Main Per TON I 2275E 7-09.5 6 Pipe Zone Bedding for $ $ * KSP TONS Water Main Per TON 2285B 7-09.5 46 Bank Run Gravel for Trench $ $ * KSP TONS Backfill for Water Main 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. Sub Total $ 9.5% WA State Sales Tax $ Schedule II B Total $ 640 Zone Pressure Reducing Valve Stations/Langholz 9 March 24, 2015 Project Number: 10-3025 SCHEDULE II C — WATER (DANIEL PRV) ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO. QUANTITY PRICE AMOUNT 2005C 7-09.5 2 8 Inch Connection to Existing $ $ * KSP EACH Water Main Per EA 2020C 7-09.5 34 6 Inch Diameter Ductile Iron, $ $ * KSP LN FT Cl 52 Water Main Pipe Per LF 2045C 7-12.5 2 8 Inch Gate Valve MI x FL or $ $ * KSP EACH MI x MJ or FL x FL Per EA 2243C 7-15.5 1 Install Daniel 6 Inch Pressure $ $ KSP LUMP SUM Reducing Valve Station, Per LS Complete 2255C 2-09.5 204 Shoring or Extra Excavation $ $ * WSDOT SQ FT Class B Per SF 2260C 7-09.5 2 Foundation Material, Class I $ $ * KSP TONS and II for Water Main Per TON 2265C 8-15.5 2 Light Loose Riprap $ $ WSDOT TONS Per TON 2275C 7-09.5 5 Pipe Zone Bedding for $ $ * KSP TONS Water Main Per TON 2285C 7-09.5 39 Bank Run Gravel for Trench $ $ * KSP TONS Backfill for Water Main 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. 640 Zone Pressure Reducing Valve Statlons/Langholz 10 March 24, 2015 Project Number: 10-3025 i CONSTRUCTION NOTES NOT ALL DID TEMS ARE SHOWN ON THIS SHEET. SEE THE N NT SPECIAL PROYSIONS OR ALL BID HEMS. SCHEDULE I-STREET 1005 2-01.5 WSDOT Clearing and Grubbing-See note 19 on this sheet '.. 1010 2-02.5 KSP Remove Existing Asphalt Concrete Pavement 1020 2-02.5 KSP Remove Cement Concrete Sidewalk 1025 2-02,5 KSP Remove Cement Concrete Curb and Gutter - lOSo 2-02.5 KSP Saw Cut Existing Asphalt Concrete Pavement 1W5 4-03.5 KSP Gravel Borrow,Including Haul and Compaction 1080 4-04.5 KSP Crushed Surfacing Top Course,5/8 Inch Minus 1085 4-04.5 KSP Crushed Surfacing Base Course,1-1/4 Inch Minus 1095 5-04.5 KSP HMA Class 1/2",PG 64-22 1145 8-SA.S KSP Cement Concrete Sidewalk 6-34,6-35 1205 8-04.5 KSP Cement Concrete Curb and Gutter 6-33 12]0 8-12.5 KSP Temporary Fencing 1285 8-18.5 WSDOT Remove antl 0.es[ore Existing Mailbox Support,Type 1 1315 1&MS KSP Pothole Utilities jSCHEDULE IIA-WATER'PARK ORCHARD RV) 2000A 7-09.5 KSP 6l Connection to .is Ing Water aln ', 2020A 7-09.5 KSP 61nch Diameter Ductile Iron,CL 52 Water Maln Pipe 2 40 ]-12.5 KSP 61nch Gate Valve 2243A ]-15.5 KSP 61nch Pressure Reducing Valve In Vault,Complete 2260A 7-09.5 KSP Foundation Material Class I and ll 2275A 7-09.5 KSP Pipe Zane Backflll ! SHEET 2 OF 9 2285A 7-09.5 KSP Bank Run Gmvel far Trench BeckMI SCHEDULE BE-WATER(MILLENNIUM PRV) 2005B ]-09.5 KSP B Inch Connection to Existing Water Main i I i ag I ea m = I J o o ag � ,rs N Wp� a o I =W� 6 D ROM — W '6 S �W R Yj W ka' s 3. - j '! rr �.H ag o �&6b q A i kkl „ � €6 I o � Fs; Tam M t, $a€ � $ fi o°`� F a,y-"' o naBaa I rc�G i+ + :' li wA 1 ss I 4'I 9 53:.II Il Ijq l waz g Af! �: o "'fie"f( 'efiJ R � _ � Ggg II �� �� �,s IIi � f I ► � ���� n 3 �'�3A�` 3R���8�Y`' W rp (Z '' $ n�a g II Log '1I E�sF¢Lw E 1 i 1 a � a�g'gi� � �Ippa„ 11 �� i vlPl 5'19"— IIg N 3S3S j's{{} < Eff R g qfi l I A �g6 ` =CC�m� II v Yf �IP BRg dl : R ge; 1 3 u 5a I.I Ij 5`ssss L 3 � �ia €�I � aldd„y 1 a Ell NO 3NOZ 065 / 3NOZ 0403tINlflj 35 3AV H1906 € + : ® e o : N J.A710N5 r 1-4' PI 00'BEING (mjw 2-e M MEGALUG FOLLOWERS 1-GONG.-BLOCKING 1.04 A FlTRNC 1 21 j *i 3.V±,TO PIPE C - o r a Y C%1 95 1.5 SHEET 5 OF 9 i �1 RI =436.462 '. — coMMoN=427,21 10"E,10'W — SE 270TH ST 2005B CONNECT TO E%. B" A MAINS s s CONNECT TO EX 8" WATER MAIN 2005E 2045B 1-8"X8" DI TEE (FLxFL 1—B"X8' DI TEE (FLXFL) 2045B SHEET 6 OF 9 1- " FLXMJ DG MJ — O 1 G A RN DI_LOG RN S S —B" I RE 7RAN 1 C PLINO ADAPTOR (FL) B" DI R TR N UPLING ADAPTOR 3—W DI MEGALUG FOLLOWER (FL)3-8- DI MEGALUG FOLLOWER ZONE SEPARATION VALVE 1—CONC, BLOCKING 1—CONC. BLOCKING 590 ZONE SAWCUT, REMOVE AND REPLACE HMA, CONC. CURB, G FUTURE 640 ZONE — AND SIDEWALK, OR REMOVE AND REPLACE SIDEWALK G NEAREST JOINTS, TYPICAL FOR EACH CONNECTION TO. EX. S'Y7WATER MAIN .1 W 1010 1020 1025 105 0 1095 W W f19.^lnF. 8' 2D25B ::ej 1315 it 12" COI 7010 2' coN STORM PIPE 1316 i T IE=F57S T- -w w E=45 .635 6• 8" w -w w w w w w - � w- -c c c c c c 590 ZONE FUTURE�40 ZZNE` j 1+17.22 17.66'R vZONEnuc RM SEPARATION VALVE DAYLIGHT LIMITS 2045C CONNECT TO EX. 6' WATERMAIN 1+35,70, 11.02R 1-8'X6' DI TEE (MJxMJ) 2p0SO I INSTALL TEE AT 45'ANGLE, SEE SECTION A—A A 1-8' DI GV(MJxMJ) SE 248TH ST CONNECT TO EX. 6' WATERMAIN 2045C Me DI LONG PATTERN SLEEVES 1—B-X6- DI TEE (MJ)NJ) INSTALL TEE AT 45' 1-8' RESTRAINED FLANGE COUPLING ADAPTER ANGLE, SEE SECTION A—A 6-8' DI MEGALUG FOLLOWERS 8 DI GV(MJxMJ) 1-6' MEGALUG FOLLOWER (. B DI LONG PATTERN SLEEVE i—CONC. BLOCKING 6—e' DI MEGALUG FOLLOWERS ��1-8' RESTRAINED FLANGE COUPLING ADAPTER SHEET B OF 9 1-6' DI MEGALUG FOLLOWERS OF 9 1-6' DI MEGALUG FOLLOWER 1—CONC. BLOCKING NORTH EDGE OF GRAVEL WALKWAY i TABINDEX Tab 1 Bidder's Package Tab 2 Payment and Performance Bond and Contract Tab 3 Table of Contents Tab 4 Kent Special Provisions Tab 5 Kent Standard Plans Tab 6 WSD®T Standard Plans Tab 7 Traffic Control Plans Tab 8 New Water Main Connection Procedures Tab 9 Prevailing Wage Rates i i CITY OF KENT KING COUNTY, WASHINGTON KENT SPECIAL PROVISIONS FOR 640 Zone Pressure Redu Valve Stations Project umber: 1 -3 25 BIDS ACCEPTED UNTIL March 31, 2015 11:00 A.M. BID OPENING IMMEDIATELY FOLLOWING DELIVER TO CITY OF KENT, CITY HALL 220 4th Avenue S., Kent, WA 98032-5895 TIMOTHY J. LAPORTE, P.E. PUBLIC WORKS DIRECTOR . . fQNAL eta KENT WASHINGTON BIDDER'S NAMEVO 61 Fl S� L1C7) t CITY OF KENT KING COUNTY, WASHINGTON KENT SPECIAL PROVISIONS FOR 640 Zone Pressure Reducing Valve Stations Project Number: 10-3025 BIDS ACCEPTED UNTIL March 31, 2015 11:00 A.M. BID OPENING IMMEDIATELY FOLLOWING DELIVER TO CITY OF KENT, CITY HALL 220 4th Avenue S., Kent, WA 98032-5895 TIMOTHY J. LAPORTE, P.E. PUBLIC WORKS DIRECTOR KENT WASHINGTON ORDER OF CONTENTS Invitation to Bid Contractor Compliance Statement Declaration — City of Kent Equal Employment Opportunity Policy Administrative Policy 1 .2 — Minority and Women Contractors City of Kent Equal Employment Opportunity Compliance Statement Proposal City of Kent Subcontractor List (over $100K) Subcontractor List (over $1 million) Contractor's Qualification Statement Proposal Signature Page Bid Bond Form Combined Declaration Form Non-Collusion, Minimum Wage Change Order Bidder's Checklist Payment and Performance Bond Contract Table of Contents Kent Special Provisions Kent Standard Plans WSDOT Standard Plans Traffic Control Plans New Water Main Connection Procedures 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 March 31, 2015 up to 11:00 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 immediately following 11:00 a.m. for the City of Kent project named as follows: 640 Zone Pressure Reducing Valve Stations Project Number: 10-3025 The project consists of installation of three pressure reducing valve stations on Kent's east hill. The project includes constructing approximately 163 linear feet of 6" and 8" ductile water main, 120 linear feet of 6" storm pipe and other miscellaneous site work, The Engineer's estimated range for this project is approximately $460,000 - $510,000. Bid documents may be obtained by contacting City of Kent Engineering Department, Nancy Yoshitake at (253) 856-5508, For technical questions, please call Ken Langholz at (253) 856- 5516. 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 sixt (60) days after the day of bid opening. Dated this lath day of March, 2015. BY. Ronald F. M e;fit Published in Kent Reporter on March 20 2015 Daily ]ournal of Commerce on March 17 and 24 2015 CONTRACTOR COMPLIANCE STATEMENT (President's Executive Order #11246) Date This statement relates to a proposed contract with the City of Kent named 640 Zone Pressure Reducing Valve Stations Project Number: 10-3025 I am the undersigned bidder or prospective contractor. I represent that - 1. I have, have not, participated in a previous contract or subcontract subject to the President's Executive Order #11246 (regarding equal employment opportunity) or a preceding similar Executive Order. NAME OF BIDDER 01 BY: A94A�z� SIGNATURE/TITLE ADDRESS (Note to Bidders: The information required in this Compliance Statement is informational only) 640 Zone Pressure Reducing Valve Stations/Langholz 1 March 11, 2015 I, Project Number: 10-3025 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. By: 'A For: �A ' LiL Title: I2GSIbe Of Date: 640 Zone Pressure Reducing Valve Stations/Langholz 2 March 11, 2015 Project Number: 10-3025 CITY OF KENT EQUAL EMPLOYMENT OPPORTUNITY COMPLIANCE STATEMENT This form shall be filled out AFTER COMPLETION of this project by the Contractor awarded the contract. I, the undersigned, a duly represented agent of Company, hereby acknowledge and declare that the before- mentioned company was the prime contract for the contract known as 640 Zone Pressure Reducing Valve Stations/Project Number: 10-3025 that was entered into on the (Date) between the firm I represent and the City of Kent. I declare that I complied fully with all of the requirements and obligations as outlined in the City of Kent Administrative Policy 1.2 and the Declaration City of Kent Equal Employment Opportunity Policy that was part of the before-mentioned contract. By: For: Title: Date: 640 Zone Pressure Reducing Valve Stations/Langholz 4 March 11, 2015 Project Number: 10-3025 '.,.. PROPOSAL To the City Clerk City Hall Kent, Washington 98032 The undersigned hereby certifies that � 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 640 Zone Pressure Reducing Valve Stations/Project Number: 10-3025 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. 640 Zone Pressure Reducing Valve Stations/Langholz 5 March 11, 2015 Project Number: 10-3025 Pacific Civil&Infrastructure, Inc. 3450 S. 344th Way,Suite 115 SCHEDULE I - STREET Federal Way,WA 9ann, ITEM SECTION APPROX. ITEM (253)6Y4�65 TOTAL NO NOQUANTITY PRICE AMOUNT 1000 1-09.7 1 Mobilization $ ®<O®O®p$ /6'-®®®•®0 WSDOT LUMP SUM Per LS 1005 2-01.5 1 Clearing and Grubbing $ !!;4P0•0® $ ®®°®� WSDOT LUMP SUM Per LS 1010 2-02.5 100 Remove Existing Asphalt $ 5.00 $ S®O°®® KSP SQ YDS Concrete Pavement Per SY 1020 2-02.5 40 Remove Cement Concrete $ PC KSP SQ YDS Sidewalk Per SY 1025 2-02.5 100 Remove Cement Concrete $ • ®® $ Z0®®° ®® KSP LN FT Curb and Gutter Per LF 1050 2-02.5 265 Saw Cut Existing Asphalt $ 'Ic. •0O $ ,g�/® • ®� KSP LN FT Concrete Pavement Per LF 1075 4-03.5 165 Gravel Borrow, Including Haul $ � '�D $ KSP TONS and Compaction Per TON 6//Z• ® ($2.50 Min) 1080 4-04.5 40 Crushed Surfacing Top $ x�'go $ loop - go KSP TONS Course, 5/8 Inch Minus Per TON ($6.00 Min) 1085 4-04.5 15 Crushed Surfacing Base $ ZS.®D $ KSP TONS Course, 1-1/4 Inch Minus Per TON ($6.00 Min) 1095 5-04.5 40 HMA Class 1/2", PG 64-22 $ NO. 90 $ It?)®®® KSP TONS Per TON 640 Zone Pressure Reducing Valve Stations/Langholz 6 March 11, 2015 Project Number: 10-3025 Pacific Civil&Infrastructure,Inc. 3450 S.344th Way, Suite 115 Federal Way,WA 98001 SCHEDULE I - STREET (253)874 3965 ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1125 5-04.5 20 Cold Plant Mix for Temporary $ 7 -00 $ /g .®o KSP TONS Pavement Patch Per TON 1145 8-14.5 40 Cement Concrete Sidewalk $ S6'00 $ 3400.0p KSP SQ YDS Per SY 1205 8-04.5 100 Cement Concrete Curb and $ 44r.DD $ 41pO.00 KSP LN FT Gutter Per LF 1270 8-12.5 300 Temporary Fencing $ 'z•Op $ /00®•®0 KSP LN FT Per LF 1285 8-18.5 1 Mailbox Support, Type 1 $ Q•p® $ 60-00 WSDOT EACH Per EA 1315 8-28.5 17 Pothole Utilities $ 4215-60 $ . J?z.'r �:'0 KSP EACH Per EA 1355 1-04.4(1) 1 Minor Changes $15,000.00=> $15,000,00 WSDOT CALC Per CALC **Common price to all bidders Sub Total $ �POo &4qz. ' a0 9.5% WA State Sales Tax $ Schedule I Total $ 640 Zone Pressure Reducing Valve Stations/Langholz 7 March 11, 2015 Project Number: 10-3025 Pacific Civil&Infrastructure,Inc. 3450 S. 344th Way,Suite 115 Federal Way, WA 98001 SCHEDULE II A - WATER (PARK ORCHARD PRV) (253)874-3965 ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT I 2000A 7-09.5 2 8 6 Inch Connection to $ ®� •� $ 30®�.®p 2995A KSP EACH Existing Water Main Per EA 2020A 7-09.5 8996 & 6 Inch Diameter Ductile $ 4V'00 $ 6i77&V-p/7 KSP LN FT Iron, Cl 52 Water Main Pipe Per LF 2040A 7-12.5 3 13 6 Inch Gate Valve M] x FL $ Z500.OV $ '757®®•ap 204 KSP EACH or MI x M7 or FL x FL Per EA 2243A 7-15.5 1 Install Park Orchard 6 Inch $794i 19P.vp$ -74r109-op KSP LUMP SUM Pressure Reducing Valve Per LS Station, Complete 2255A 2-09.5 718 Shoring or Extra Excavation $ - '50 $ 35`1 - 00 * WSDOT SQ FT Class B Per SF 2260A 7-09.5 12 Foundation Material, Class I $ ®' ®� $ ®$ 'P'q * KSP TONS and II for Water Main Per TON 2275A 7-09.5 13 Pipe Zone Bedding for $ /'®p $ ®3'Pp * KSP TONS Water Main Per TON 2285A 7-09.5 178 Bank Run Gravel for Trench $ Z'1570 $ 441!5'• ®® * KSP TONS Backfill for Water Main Per TON ($2.50 Min) * 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 $ qi® I eq.ryO0 9.5% WA State Sales Tax $ /01(A!4, R� `Schedule II A Total $ .11 ttS-®• 640 Zone Pressure Reducing Valve Stations/Langholz 8 Project Number: 10-3025 L: ffJ9 e6I9L Pacific Civil&Infrastructure, Inc. 3450 S.344th Way,Suite 115 Federal Way,WA 98001 (253)874-3965 SCHEDULE II B - WATER (MILLENNIUM PRV) ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO UANTITY PRICE AMOUNT 2005E 7-09.5 2 8 Inch Connection to Existing $ $ 5000o00 * KSP EACH Water Main Per EA 2025E 7-09.5 40 8 Inch Diameter Ductile Iron, $ 04 -00 $ ®®-Da KSP LN FT Cl 52 Water Main Pipe Per LF 2045E 7-12.5 2 8 Inch Gate Valve MJ x FL or $ *coo•®0 $ (m00®.®D * KSP EACH MJ x MI or FL x FL Per EA 2243E 7-15.5 1 Install Millennium 6 Inch $ $ KSP LUMP SUM Pressure Reducing Valve Per LS Station, Complete 7+yr, ® ,O� 7,110/0P,®® 2255B 2-09.5 240 Shoring or Extra Excavation $ .�j® $ ®"•OO * WSDOT SQ FT Class B Per SF 2260B 7-09.5 5 Foundation Material, Class I $ $ 6'. >K KSP TONS and II for Water Main Per TON 2275E 7-09.5 6 Pipe Zone Bedding for $ Ago $ 6 'DD * KSP TONS Water Main Per TON 2285B 7-09.5 46 Bank Run Gravel for Trench $ 2.40 $ * KSP TONS Backfill for Water Main 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. Sub Total $ 9.5% WA State Sales Tax $ Schedule II B Total $ g 1 ®®®` �7 640 Zone Pressure Reducing Valve Stations/Langhoiz 9 March 24,2015 Project Number: 10-3025 Pacific Civil&Infrastructure, Inc. 3450 S.344th Way, Suite 115 Federal Way,WA 98001 SCHEDULE II C - WATER (DANIEL PRV) (253)874-3965 ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 2005C 7-09.5 2 8 Inch Connection to Existing $ oS00'CP $ 3000.0ro * KSP EACH Water Main Per EA 2020C 7-09.5 34 6 Inch Diameter Ductile Iron, $ 40.00 $ ®0 k KSP LN FT Cl 52 Water Main Pipe Per LF 2045C 7-12.5 2 8 Inch Gate Valve MI x FL or $ 3000.00 $ �O®®•0® * KSP EACH MJ x MJ or FL x FL Per EA 2243C 7-15.5 1 Install Daniel 6 Inch Pressure $ 0150.00$74,Virg.0® KSP LUMP SUM Reducing Valve Station, Per LS Complete 2255C 2-09.5 204 Shoring or Extra Excavation $ 0 $ /D2. D0 * WSDOT SQ FT Class B Per SF 2260C 7-09.5 2 Foundation Material, Class I $ /. 00 $ Z •O0 * KSP TONS and II for Water Main Per TON 2265C 8-15.5 2 Light Loose Riprap $ $ WSDOT TONS Per TON 2275C 7-09.5 5 Pipe Zone Bedding for $ A00 $ 6•00 * KSP TONS Water Main Per TON I 2285C 7-09.5 39 Bank Run Gravel for Trench $ �'S� $ 9'J 5'0 * KSP TONS BackfilI for Water Main 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. 640 Zone Pressure Reducing Valve Stations/Langholz 10 March 24, 2015 Project Number; 10-3025 it Pacific Civil&Infrastructure, Inc. 3450 S.344th Way, Suite 115 Federal Way,WA g8001 SCHEDULE II C - WATER (DANIEL PRV) EZ5a3r67A 5966 ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT Sub Total $ gJ!ro 4d6. V--9 9.5% WA State Sales Tax $ $e f i- 4Z Schedule II C Total $ 9-3, 5&3 9 Z 640 Zone Pressure Reducing Valve Stations/Langholz 11 March 11, 2015 Project Number: 10-3025 Pacific Civil&Infrastructure, Inc. 3450 S.344th Way,Suite 115 Federal Way,WA g8001 SCHEDULE IV - STORM SEWER its-3)A24-3965— ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 4000 7-04.5 10 Storm Sewer Pipe, $ 0.,il $ T®D. KSP LN FT 4 Inch Diameter PVC Per LF 4005 7-04.5 97 Storm Sewer Pipe, $ q157•00 $ 43/0 '.D® KSP LN FT 6 Inch Diameter PVC Per LF 4006 7-04.5 23 Storm Sewer Pipe, $ 9®•®® $ Zo 7®- 00 KSP LN FT 6 Inch Diameter D.I. Per LF 4080 7-05.5 3 Catch Basin, Type 1 $ $ KSP EACH Per EA 4085 7-05.5 1 Catch Basin, Type 2 $ ZfDo•00 $ 8bO• € 0 KSP EACH 48 Inch Diameter Per EA 4090 7-05.5 1 Locking Manhole Frame and $ -09•p0 $ ;D®•mO KSP EACH Cover Per EA 4115 7-05.5 3 Bolt Down Catch Basin $ 2,50.tv $ 7 P- p® KSP EACH Frame and Grate Per EA 4150 2-09.5 760 Shoring or Extra Excavation $ . ,57p $ 610-co WSDOT SQ FT Class B Per SF 4155 7-08.5 16 Foundation Material, $ 400 $ 610•®® KSP TONS Class I and II 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. 640 Zone Pressure Reducing Valve Stations/Langholz 12 March 11, 2015 Project Number: 10-3025 �e v I SCHEDULE IV - STORM SEWER ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 4170 7-08.5 35 Pipe Zone Bedding $ Z-S•o® $ 00 KSP TONS Per TON 4180 7-08.5 165 Bank Run Gravel for Trench $ 2.4v $ ®� 50 KSP TONS Backfill Per TON ($2.50 Min) Sub Total $ 9.5% WA State Sales Tax $ t, Schedule IV Total $ '-71 24% �1 640 Zone Pressure Reducing Valve Stations/Langholz 13 March 11, 2015 Project Number: 10-3025 Pacific Civil&Infrastructure, Inc. 3460 S. 344th Way, Suite 115 Federal Way, WA 98001 SCHEDULE V - TRAFFIC CONTROL ITEM SECTION APPROX. ITEM UNIT OTAL NO. NO. QUANTITY PRICE AMOUNT 5005 1-10.5 720 Traffic Control Labor $ /•®O $ - KSP HOURS Per HR 5015 1-10.5 180 Traffic Control Supervisor $ S O® $ 1e0-D0 KSP HOURS Per HR 5020 1-10.5 1 Temporary Traffic Control $ /4"00." $ /60p. pp KSP LUMP SUM Devices Per LS 5030 1-10.5 60 Portable Changeable Message $ 4 ,00 $ &P.pp KSP DAYS Sign (PCMS) Per DAY 5035 1-10.5 50 Sequential Arrow Sign (SAS) $ 400 $ ®•190 KSP DAYS Per DAY Sub Total $ 510. 9.5% WA State Sales Tax $ �3�'• `f� Schedule V Total $ 640 Zone Pressure Reducing Valve Stations/Langholz 14 March 11, 2015 Project Number: 10-3025 C-w1a SCHEDULE VI - ELECTRICAL (ALL LOCATIONS) ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 6016 8-32.5 88 Utility Trench Excavation $ il®'00 $ 09• ®U KSP LN FT 2 Ft. Wide, 3 Ft. Cover Per LF 6021 8-32.5 34 Sand for Conduit Bedding $ ®® $ 00 KSP TONS Per TON 6024 8-20.5 200 Supply and Install 2 Inch $ 1ic•v® $ 1,96V.00 KSP LN FT Diameter Schedule 80 PVC Per LF Conduit 6030 8-20.5 3 Junction Box Type I $ 3zC•00 $ q75- ®O KSP EACH Per EA 6035 8-20.5 1 Miscellaneous Electrical $1,500.00** $1,500.00 KSP FORCE Per FA ACCOUNT **Common price to all bidders Sub Total $ -7' ` no 9.5% WA State Sales Tax $ &$4• 4' Schedule VI Total $ 70 ?f q` y7 4604 4" 640 Zone Pressure Reducing Valve Stations/Langholz 15 March 11, 2015 Project Number: 10-3025 Pacific Civil&Infrastructure,Ine, 3450 S.344th Way,Suite 115 Federal Way, WA 98001 SCHEDULE VII - TEMPORARY EROSION AND SEDIMENTATION CONTROL (253)874-3955 ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO, QUANTITY PRICE AMOUNT 7000 8-01.5 0.3 Seeding, Fertilizing, and $ Z5 0.00 $ -71<0.®q KSP ACRE Mulching Per AC 7005 8-01.5 200 Filter Fabric Fence $ 10.06 $ /000. ®p KSP LN FT Per LF 7010 8-01.5 180 Wattle $ V100 $ -7Z®.®® WSDOT LN FT Per LF 7015 8-01.5 6 Inlet Protection $ 7�0® $ t1'5D.Dd KSP EACH Per EA 7020 8-01.5 240 Straw Mulch $ /• 8O $ zd/®.4v KSP SQ YDS Per SY 7025 8-01.5 300 Clear Plastic Covering $ B $ KSP SQ YDS Per SY ?jtv.� 7030 8-01.5 100 ESC Lead $ S n® $ /00.00 KSP HOURS Per HR 7035 8-01.5 100 Street Cleaning Sweeper $ > WSDOT HOURS Per HR -1,i•00 -1i •00 7055 8-01.5 1 Temporary Erosion/Water $2,500.00** $2,500.00 WSDOT FORCE Pollution Control Per FA ACCOUNT **Common price to all bidders Sub Total $ , �la®`00 9.5% WA State Sales Tax $ ,'gyp 2 9 to Schedule VII Total $ �7r 1T9• 00 640 Zone Pressure Reducing Valve Stations/Langholz 16 March 11, 2015 Project Number: 10-3025 pacific Civil&Infrastructure,Ind. 3450 S. 344th Way, Suite 115 Federal Way,WA 98001 SCHEDULE VIII - ROADSIDE RESTORATION (263)874-3965 ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 8005 8-02.5 40 Topsoil Type A $ °37D•0® $ zo p' KSP CU YDS Per CY 8010 8-02.5 55 Sod Installation $ /®•®® $ 6*470. W WSDOT SQ YDS Per SY 8015 8-02.5 38 Bark or Wood Chip Mulch $ 4.00 $ WSDOT CU YDS Per CY Sub Total $ ® ?D • D® 9.5% WA State Sales Tax $ 38�•�� Schedule VIII Total $ �� ���• �� 640 Zone Pressure Reducing Valve Stations/Langholz 17 March 11, 2015 Project Number: 10-3025 I Pacific Civil&Infrastructure, Inc. 3450 S.344th Way, Suite 115 Federal Way, WA 98001 BID SUMMARY (253)874-3965 Schedule I &Gr Z-6q. 29 Schedule II A qq, 8�® I r �S1 9G Schedule II B Schedule II C Schedule IV Schedule V Schedule VI �s g��• �� Sa9`lg Schedule VII rYo . lea Schedule VIII TOTAL BID AMOUNT ®® �� 640 Zone Pressure Reducing Valve Stations/Langholz 18 March 11, 2015 Project Number: 10-3025 Pacific Civil&Infrastructure,Inc. 3450 S.344th Way,Suite 11,5 Federal Way, WA 98001 CITY OF KENT SUBCONTRACTOR LIST (253)874-3965 (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 100/o 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: 640 Zone Pressure Reducing Valve Stations Project Number: 10-3025 Subcontractor Name ®n 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 640 Zone Pressure Reducing Valve Stations/Langholz 19 March 11, 2015 Project Number: 10-3025 SUBCONTRACTOR LIST 1/n (Contracts over 1 million dollars) Name of Bidder: T�Ili�l'I1...1 WL, Project Name: 640 Zone Pressure Reducing Valve Stations Project Number: 10-3025 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: 4&2�6 T Plumbing Subcontractor Name: r Electrical Subcontractor Name: Fo94", P m K� +-}ZS- 75- 4 ® IV&%S 31,41 P� Signature of Bidder Date 640 Zone Pressure Reducing Valve Stations/Lang hoiz 20 March 11, 2015 Project Number: 10-3025 I I III 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. 640 Zone Pressure Reducing Valve Stations/Langholz 21 March 11, 2015 Project Number: 10-3025 If the bidder fails to request a modification within the time allowed, or fails to appeal a determination that the bidder is not responsible within the time allowed, the city will make its determination of bidder responsibility based on the information submitted. COMPLETE AND SIGN THIS FORM AS PART OF YOUR BID. FAILURE TO PROPERLY COMPLETE THIS FORM MAY ALSO RESULT IN A DETERMINATION THAT YOUR BID IS NON-RESPONSIVE AND THEREFORE VOID. THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES: CONSULTATION WITH AN ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS COMPLETION OR MODIFICATION. The undersigned certifies under oath that the information provided herein is true and sufficiently complete o as not to be m+ isleading. SUBMITTED BY: LLF���01- I ''iJL.. NAME: AL" ALP)ytZth- ADDRESS: S. 3441k 'Lei-ui VATIC, llS PRINCIPAL OFFICE: LFIC IJ�U�G `�V IFYL�ST`2lA C��II�E, �k�L, ADDRESS: 3 -D sS- NLVIV Ll.�A . �!LLVI L IS PHONE: �ZS3� FS 1� 4-3�I1o5 FAX: 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. (�CF- /-f'17kCOE70 C--Nw i e,i- -1- 1.2 Provide your current state unified business identifier number. 6C)b $9q 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. `(� A-TTAC41 D G-1 tI leAT 2. 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). AtTAGNED r t✓uNl 640 Zone Pressure Reducing Valve Stations/Langholz 22 rAt arch3 11, 2015 Project Number: 10-3025 Pacific Civil&Infrastructure,Inc. 3450 S.344th Way,Suite 115 Federal Way,WA 98001 2. ORGANIZATION (253)874-3965 2.1 How many years has your organization been in business as a Contractor? 1 OCAS 2.2 How many years has your organization been in business under its present business name? 1. 16EA�_ 2.2.1 Under what other or former names has your organization operated? o lik 2.3 If your organization is a corporation, answer the following: 2.3.1 Date of incorporation: 411 17,04Lk 2.3.2 State of incorporation: Wk 2.3.3 President's name: L 0DIQCW AL-Si2GL.1r1T 2.3.4 Vice-president's name(s): Qik 2.3.5 Secretary's name: {,Alx 2.3.6 Treasurer's name: olk 2.4 If your organization is a partnership, answer the following: R III 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: 01k 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: W l k 3. LICENSING 3.1 List jurisdictions and trade categories in which your organization is legally qualified to do business, and indicate li ense numbers, if applicable. cSTATC DG LOA: PALkFGI kb-ITR STATE G- H[: A.P'c-33G1�2 3.2 List jurisdictions in which your organi ation's partnership or trade name is filed. STXi"C DF WA/ S1"hTC Dr- 0 1 4. EXPERIENCE 4.1 List the categories of work that your organization normally performs with its own forces.lLtliJ 6I2-L__'�L`-430 Ll� tL-tz1C-S, C71,1d10 S�ATi�t tS, UWSTC 0 -Qav` 1 GOIdGaGTG STI2tLcyt _c 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 it? �1p, 640 Zone Pressure Reducing Valve Stations/Langholz 23 March 11, 2015 Project Number: 10-3025 Pacific Civil&Infrastructure,Inc. 3450 S. 344th Way,Suite 115 Federal Way,WA 98001 (263)874-3965 4.2.2 Are there any judgments, claims, arbitration proceedings or suits pending or outstanding against your organization or its officers? 4.2.3 Has your organization filed any law suits or requested arbitration with regard to construction contracts within the last five years? IG 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.) O�, 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. � 1�G�Gk11vLC 4.4.1 State total worth of work in progress and under contract:461 i ©NO 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: SEE A CAU-kYl'1,clift- A A00 Eq q 1131T 4.6 On a separate sheet, list the construction experience and present commitments of the key individuals of your organization. SLR 1kITAcla-6kc--01- A xvAo SC,-S� 4.7 On a separate sheet, list your major equipment. S CG A MAC,tkActilr S. REFERENCES 5.1 Trade References: Ski' )VnAL-kWAQAT A 5.2 Bank References: SCE AtFALLAItiQ&A 5.3 Surety: SL--r-- AWA61 VVCvAz A 5.3.1 Name of bonding company: 5.3.2 Name and address of agent: S A Lk1'�Gk. -T-A 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. 640 Zone Pressure Reducing Valve Stations/Langholz 24 March 11, 2015 Project Number: 10-3025 Pacific Civil&Infrastructure, Inc. 3450 S.344th Way,Suite 115 Federal Way,WA 98001 (253)874-3966 6.1.1 Attach a financial statement, preferably audited, including your organization's latest balance sheet and income statement showing the following items: Current Assets (e.g., cash, joint venture accounts, accounts receivable, notes receivable, accrued income, deposits, materials inventory and prepaid expenses); Net Fixed Assets; Other Assets; Current Liabilities (e.g., accounts payable, notes payable, accrued expenses, provision for income taxes, advances, accrued salaries and accrued payroll taxes);Other Liabilities (e.g., capital, capital stock, authorized and outstanding shares par values, earned surplus and retained earnings). 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? F 7. SIGNATURE 7.1 Dated at this !1 day of 2015. Name of Organization: iFIc_ CIVIL- WD 10 CVA&T L.CA e 0 C- By: Title: 7.2 AAa11)VV� 1�L81zE�l T , being duly sworn, deposes and says that the information provided herein is true and sufficiently complet``�pteslnq�, to be misleading. J��`G1A J Subscribed and tio�n before me this day offTltg7orf`g�ed� 20I .2 NOTARY Notary Public: 1 N1 PUBLIC 2C My Commission Expires: /�/// %�d 1006 640 Zone Pressure Reducing Valve Stations/Langholz 25 March 11, 2015 Project Number: 10-3025 Pacific Civil&Infrastructure, Inc. 3450 S.344th Way,Suite 115 ATTACHMENT A Federal Way,WA 90001 (253)874-3965 CITY OF KENT 640 ZONE PRESSURE REDUCING VALVE STATIONS PROJECT NO.: 10-3025 CONTRACTOR'S QUALIFICATION STATEMENT—RESPONSE PAGE 1. STATUTORY REQUIREMENTS 1.1. See attached Exhibit 1 1.2. 603-389-830 1.3. See attached Exhibit 2 1.4. See attached Exhibit 3 2. ORGANIZATION 2.1. 1 year 2.2. 1 year 2.2.1. N/A 2.3. Corporation Information 2.3.1. 4/1/2014 2.3.2. WA 2.3.3. Andrew C. Albrecht 2.3.4. N/A 2.3.5. N/A 2.3.6. N/A 2.4. N/A 2.4.1. N/A 2.4.2. N/A 2.4.3. N/A 2.5. N/A 2.5.1. N/A 2.5.2. N/A 2.6. N/A 3. LICENSING 3.L State of WA#PACIFCI867J8, State of HI 9 ABC-33932 3.2. State of WA, State or HI 4. EXPERIENCE 4.1. Underground utilities, pumping stations, waste water treatment plants, concrete structures. 4.2. Claims and Suits 4.2.1. No 4.2.2. No 4.2.3. No 4.3. No. 4.4. Project: Lyons Ferry Plant—Owner: Columbia Pulp, LLC—Architect: Parker Messana &Assoc. —Contract Amount: $58,000,000 —Percent Complete: 1% - Scheduled Completion Date: May, 2016 Project: Sienna Lane—Owner: Artistry Homes, LLC—Engineer: Core Design— Contract Amount: $1,500, 000—Percent Complete: 0% - Scheduled Completion Date: November, 2015 Project: BNSF Utility Crossings—Owner: City of Auburn—Contract Amount: $1,500,000—Percent Complete: 60%—Scheduled Completion Date: April 1, 2015 4.4.1. 61,000,000 4.5. Company is newly formed following Company's Senior Management's departures from Parsons/RCI and RCI Construction Group where employment encompassed 30 years. See attached Exhibit 4 which provides projects estimated and managed while Senior Management was with Parsons/RCI and RCI Construction Group. 4.5.1. See attached Exhibit 4 which provides examples previous work experience 4.6. See attached Exhibit 4 for construction experience of key individuals/Company's Senior Management. Available personnel for this project will include Andrew Albrecht, Ralph Raymond,Randy Dun•and Mark Heintz. See resumes for each, attached as Exhibits 5a- 5d. 4.7. Major Equipment—EX 400 Excavator(lease), JD644 Loader(lease), Cat 416 Backhoe (lease), EX 200 Excavator (Lease), Ford 450 Service Truck(owned) 5. REFERENCES 5.1. Glen Watkins—HD Supply—(253) 840-8558 Jim Nyberg—Newland Communities—(253) 275-3361 Eric Zimmerman—Propel Insurance— (206) 262-4348 5.2. Wells Fargo —Attn: Jeff Dale—(253) 593-5258 5.3. Surety: Fidelity and Deposit Company of Maryland/Zurich American Insurance Co. 5.3.1. Fidelity and Deposit Company of Maryland/Zurich American Insurance Co. 5.3.2. Propel Insurance—Attn: Eric Zimmerman 925 Fourth Avenue, Suite 3200, Seattle, WA 98104-1159 6. FINANCING 6.1. Financial Statement to be provided within 24 hours upon request. 6.1.1. See 6.1 6.1.2. See 6.1 6.1.3. See 6.1 6.1.4. See 6.1 6.2. Yes 7. SIGNATURE 7.1. See original Contractor's Qualification Statement document 7.2. See original Contractor's Qualification Statement document Pacific Civil&Infrastructure, Inc, 3450 S.344th Way, Suite 115 Federal Way,WA 98001 (253)874-3965 EXHIBIT I CITY OF KENT 640 ZONE PRESSURE REDUCING VALVE STATIONS PROJECT NO.: 10-3025 CONTRACTOR'S QUALIFICATION STATEMENT—RESPONSE PAGE 1. STATUTORY RF,QUIREMENTS 1.1. Exhibit 1 h rx s t Y Rj t ti'A' S,3 Yk 5 � t y y {f W� ."+'i�,VO��F� ��S �.1�'�4f a 1'b�gf 'Nr �. H':�[' i,�.%h� 1 } L �X � �� �➢14 - +vi )� �+ "i t'. '� F < �W ✓ y ? ��r 4`"""s bt`irt "� irax ei ; t� sd riT Sx r i EXHIBIT 2 CITY OF KENT 640 ZONE PRESSURE REDUCING VALVE STATIONS PROJECT NO.: 10-3025 CONTRACTOR'S QUALIFICATION STATEMENT—RESPONSE PAGE 1. STATUTORY REQUIREMENTS 1.1. Exhibit 1 1.2. 603-389-830 1.3. Exhibit 2— Employment Security No.: 000-026052-00-2 WA State Excise Tax No.: 603-389-830 CEI .,+ 8 L�vz`nr e g is tt 1ae i p e 2 tealtigs d�attft your aecoln4 tabftiu v close: e #s li 1tt bra#QGbi� t 33 tX§ ipCdSi b is to pbst bath Utl Qe4e � r � io +a� rais dBe10 3� it ill stl .: yyx+ v }s be rW0Iv1lg�lA AY;n eac'h t you lro a 4 i09M " optes,c l Labot Insurance�SerY�ge, Davis ott and Indusifl�,4p6Q'902- $I7 �}3inptov�S�rvtc6s; ,1 x �. b�Ie� �nea1�11�rO{sctlnp (>lvatl�bie'�n�S1X?�ihsh} Yb-' i i t§a A�l-6*ee/I aihll Care b6put"ent o1'L46t$z tndu'siries, Notice to Prnployeds , PO Box 44144 Olympia WA 98504-4144 (WORKER: The employer named below is an insured policyholder with www.LNI.wa.'9 v the Washington State Industrial Insurance Trust Fund, Uffi*: ? Policy Effective Date Location Employer Il"t� i ,.71� ,f 3Yt LtPi j *Your Unified Business'ldennficr is the only number you,necd'to discuss your hpsiams account with the Washington state departments of t(eyenue,Licensing Lntpio riaenf Seteunty,Labor and Industries and tbeOffiee of the Secretary of State.Other stnto tic scs or registrations ihy be Fe9Uirtrdr prePGn(icenrgg"o yti4r i Pacific Civil & EXHIBIT 3 I Infrastructure P4 March 31 st,2015 RE: CITY OF KENT 640 ZONE PRESSURE REDUCING VALVE STATIONS PROJECT NO.: 10-3025 STATEMENT OF QUALIFICATIONS, SECTION 1.4 As President of Pacific Civil &Infrastructure, Inc. ("PCI"), I hereby state that PCI, including any subsidiary companies or affiliated companies under majority ownership or under control by the owners of PCI, 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 RCW 39.12.065 (3). 14 Andrew C. Albrecht, President 3450 S 344°'Way, Suite 115 Federal Way, WA 98001 e 253.874.3965 ,www.paccivil.com s I Hill Hill IFIT U � a , LLCl l , l , l , lll > llll ll > ,., l 111 llll l llll 4J v xv , d . • . 0000 � � °' � o „ �id 2 o oBB00000 0 88 � 08 a 3 Ski fa� LW I �C i EXHIBIT 5a 10 Pacific Civil& ;Infrastructure 3450 S 344th Way,Suite 115 Federal Way, WA 98001 aalbrecht@paccivil.com P: (253) 874-3965 * C: (253) 606-6273 I Andrew C. Albrecht, President Professional Summary Andrew has over 30 years of hands-on construction experience starting in the crafts and quickly moving up through a well-known, highly successful, regional construction organization to senior executive positions. Andrew ultimately earned the position of President of RCI Construction Group (later Parsons/RCI) managing annual construction revenues in excess of $400 million. Andrew has experience in all aspects of running a construction firm from business development, project selection, and estimating to contract negotiations, project execution, and financial reporting. His experience in management with both a regional,family-owned atmosphere (RCI) and, after the acquisition by a large E&C company(Parsons),as a senior executive of a company with annual revenues in excess of$3 billion provides him with an expansive knowledge base. Andrew finds success in combining the best practices he has learned from the aggressive, regional,family-owned operation while adopting many of the perspectives and project control tools he has learned and practiced while managing under the large E&C operation;a balance of the two approaches provides the optimum operational success. Work History April 2014: President, Pacific Civil & Infrastructure, Inc. 2008-2014: Senior Vice President Parsons Environment and Infrastructure Responsible for all at-risk construction operations throughout the United States including pursuit identification, estimating, contract negotiations, execution and financial reporting. 2005-2008: President Parsons Construction Group Followingthe acquisition of RCI and RCI Environmental by Parsons, continued as president overseeingthe two RCI companies and added executive responsibility for two additional Parsons' owned construction entities. Combined annual revenues exceeding$400 Million with operations across the United States. 2001-2005: President RCI Construction Group (RCI and RCI Environmental) Overall executive responsibilities for general management and operations of approximately 500 salaried and craft personnel, 250 pieces of heavy equipment, and annual revenues of approximately$250 million with operations mostly in the Pacific Northwest and Hawaii. Work scope included mass grading, bridge and highway, pipelines,tunnels, pumping stations, water and wastewater treatment and environmental site restoration and industrial plant construction and maintenance. 1 EXHIBIT Sa 1998-2001• Vice President of Operations RCI Construction Group Directly reporting to the President with responsibility for operations and asset management for all projects under contract along with estimating oversight for all prospective pursuits. Projects ranged from $5 million to over$100 million including site development, road and highway, environmental remediation,water and wastewater treatment, pipelines/conveyance,and tunnels. 1994-1998: Operations Manager RCI Construction Group Estimating and daily operations responsibility including equipment and personnel scheduling and coordination, contractual oversight, dispute/claims resolution, project closeout. 1990 1994: Estimating and Project Management Assignments, RCI Construction Group Projects included site work, road and highway, underground utilities, and environmental clean-up. 1986 1990• Project Assignments and Estimating RCI Construction Group Project assignments as Superintendent, Project Engineer, and Deputy Project Manager. Projects ranged from underground utility to grading and roadway improvement. 1982 1986: PT Laborer/Pipe layer/Equipment Maintenance RCI Construction Group Worked summers, weekends, and college breaks as laborer, pipe layer,grade checker, and fueler/greaser. Education 1982-1987: Central Washington University Bachelor of Science, Business Administration and Finance Memberships • Water Design-Build Council, Board of Directors-Former President • Design-Build Institute of America • Beavers • Construction Management Association of America • Associated General Contractors • Disputes Review Board Foundation Relevant Projects Experience Lompoc WWTP- Lompoc, CA WWTP Upgrade $90M Forest City HMC- Pearl Harbor, Hl Civil Infrastructure-Residential $58M West Basin WWTP- Los Angeles, CA WWTP Expansion/Upgrade $56M Tacoma Second Supply Pipeline-Federal Way, WA Water Transmission $30M Waimanalo WWTP- Kailua, HI WWTP Upgrade $25M Wilhelmena Rise- Honolulu, HI Pipeline Rehabilitation $12M Hanford ERDF Cells 4&5-Hanford, WA Landfill Construction $91M Sweyolocken Pump Station - King County, WA Pump Station Upgrade $7M 2 EXHIBIT 5b Pacific Civil& Infrastructure i 3450 S 344th Way, Suite 115 Federal Way, WA 98001 rraymond@paccivil.com P: (253) 874-3965 C: (253) 468-8722 Ralph E. Raymond, Senior Project Manager/Estimator Professional Summary Ralph has over 40 years of hands-on construction industry experience, in a wide range of project roles, in the western states, Hawaii, and Alaska. Ralph's skills include project management, estimating, and scheduling of a variety of project types and contractual relationships. Ralph strives to consistently identify and seize opportunities to maximize processes that will deliver high quality projects - on time, under budget, and with an excellent safety record. Work History 2014-Present: Senior Project Manager/Estimator, Pacific Civil & Infrastructure, Inc. 2006-2014: Estimator/Project Manager, Parsons Corporation 1996-2006: Estimator/Project Manager, RCI Construction Group 1985-1996: Estimator/Project Manager, Pacific Ventures 1983-1985: Estimator/Project Manager, Halvorson Construction 1980-1983: Cost&Schedule Engineer, Boecon Corporation 1976-1980: Estimator,Austin Company 1975-1976: Field Engineer,Wright Schuchart Harbor 1972-1974: Field Engineer, General Construction Co. Education 1982-1987• University of Washiniftn Bachelor of Science, Construction Management RME Designation: State of Hawaii State of California 1 EXHIBIT 5b Relevant Experience • Numerous water treatment and wastewater treatment facilities, up to113MGDand $180 million, including systems such as large pump stations, reverse osmosis, microfiltration, conventional waste water treatment tanks and clarifiers,sand filters, solids processing, chemical, ultraviolet, and ozone systems. • Two design-build water reuse treatment plants, utilizing reverse osmosis, microfiltration, sand and tertiary filters, UV, ozone systems, and miles of distribution piping. • Industrial process facilities for petrochemical production,food processing, and airplane fabrication. • Commercial offices,schools, and warehouse buildings-wood framed,tilt-up, concrete, and steel framed. • Corps of Engineers projects, including a 35MW powerhouse and tunnel, and a major home port pier expansion project. 2 I EXHIBIT 5c � PaIP4cific Civil& 4 � Infrastructure 3450 S 344th Way,Suite 115 Federal Way, WA 98001 rdurr@paccivil.com P: (253) 874-3965 C: (206) 735-9265 I Randy Durr, Senior Estimator/Project Manager Professional Summary Randy has over 30 years of experience in the construction industry overseeing all phases of construction. Work experience ranges from Laborer, Operator, Project Engineer, Construction Coordinator, Estimator Project Superintendent, Project Manager, and District Manager. Work History 2014 Present: Senior Estimator/Project Manager Pacific Civil &Infrastructure. Inc. 2010 2014: Estimator/District Mana¢er Jennings Northwest LLC Managed/oversight of regional company operations, estimated and managed civil and industrial projects ranging from $400k to $4m. 2009-2010: Estimator/Project Manager Pivetta Brothers Construction Estimated and managed civil and industrial projects ranging From $400k to $4m. 2005 2009• Estimator/Senior Project Manager. Parsons/RCI Construction Estimated and managed civil and industrial projects ranging from $3m to $98m. 1997-2005: Estimator/Project Manager RCI Construction Group Estimated and managed civil and industrial projects $450kto $22m. 1995-1997: Construction Coordinator RCI Construction Group Managed equipment including leasing/rental, dispatching, hiring and supervising of equipment department employees. 1994-1995: Lead Estimator Sajasa Construction, Inc. Estimated private, single-family development projects ranging from $500k to $4m. 1989-1994: Estimator/Project Engineer Vision Construction, Inc. Estimated and provided engineering support on private, single-family development projects ranging from $400k to $2m. 1986 1989• Field Engineer/Cost Engineer Wildish Southwest Construction Provided engineering support on freeway, storm water, road and gas and water projects rangingfrom $3m to $17m. Key Ski IIsets • Earth Work& • Erosion &Water • Private Single- • QA/QC/Field Utilities Quality Family Homes Engineering • Landfill Projects Management Development • Subcontractor • Site Safety/OSHA /Crew Compliance Supervision 1 EXHIBIT 5c • Bidding/Estimati • Budgeting&Cost • Change Order ng/Proposals Controls Management Education 1983-1987: Arizona State University Bachelor of Science, Construction Management Relevant Projects Experience US 95 By-Pass-Sand Point, ID Bridge/Grading/Highway $45M Cedar Hills Landfill Areas 5&6-Renton,WA Earth Work,Capping $22M East Papago Freeway-Phoenix,AZ Bridge/Highway/Earth Work $17M Briggs Village Phase I &II -Olympia,WA 156 Lot Resdential Site Work $10.1M Meadowview Park II-Newcastle, WA 163 Lot Residential Site Work&Bridge $10.11M Olhava-Poulsbo,WA 185 Lot Residential Site Work $7.5M Trossachs Divison 13-Sammamish,WA 179 Lot Residential Site Work $7.4M Pacific Meadows-Marysville,WA 164 Lot Residential Site Work $5.5M Aberdeen/Hoquiam Industrial Waterline-Aberdeen,WA 48"Transmission Main $3.8M Downtown Revitalization-Scottsdale,AZ Bridge/Roadway Widening $3.5M 30" HP Welded Steel Water Main w/4" HP Gas-Mesa,AZ 16,000, 30"Transmission Main $3.2M Sammamish Orchards-Sammamish,WA Residential Site Work $2M Tonquin Ave Bridge Replacement-Ocean Shores,WA Bridge&Utility $1.9M Glenshire Divison I & II-Redmond,WA Residential Site Work $1.9M North Texas-East March's Pt Rd Waterline-Phase 3-Anacortes,WA 24-30"Transmission Main $1.8M Kempin Estates-Redmond,WA Residential Site Work $1.5M Cascadia Deferred Maintenance-Bonney Lake, WA Site Improvement $1.4M Murray Rd &150th St Improvements-Lakewood,WA Roadway&Utility Improvement $1.2M Waterline Replacement-Enumclaw,WA 16,800', 8-12" Replacement $1.2M N Debra Jane Waterline Replacement-Bonney Lake,WA 8300' Replacement $935K Pipeline No. 1 Replacement @ Puyallup River Valley-Tacoma, WA 36"Water Transmission Main $830K Porter Way Improvements-Milton,WA 1,7001, 12"Watermain $7861K 97th St E Sidewalk Improvements-Bonney Lake,WA Roadway&Utility Improvement $767K i 2 EXHIBIT 5d Pacific Civil & Infrastructure 3450 S 344th Way, Suite 115 Federal Way, WA 980010 mheintz@paccivil.com P: (253) 874-3965 C: (253) 606-6284 Mark Heintz, General Superintendent Professional Summary Mark's experience in the construction industry spans the course of 35+years.With his extensive knowledge of all phases of civil site work and underground utility installation,from project reconnaissance to final acceptance, he is widely considered to be one of the top deep trench steel pipeline Superintendents in the state of Washington.Additional experience includes supervision of projects in heavy civil, residential,commercial and environmental categories. Work experience includes successful performance in management positions including Project Manager, Foreman, Utility Superintendent, General Superintendent and Operations Manager. Work History 2014-Present General Superintendent Pacific Civil & Infrastructure. Inc. 2010-2014: District Superintendent Jennings Northwest, LLC Managed/oversight of regional company operations, estimated and managed civil and industrial projects ranging from $400k to $4m. 2005-2010: General Superintendent Parsons/RCI Construction Supervised and oversaw all aspects of project completion on projects ranging from $68k to $30m. 1982 2005: General Superintendent/UtilitySuperintendent RCI Construction Group Supervised and oversaw all aspects of project completion on projects ranging from $68kto $30m. Key Ski IIsets • Earth Work&Utilities i Site Safety/OSHA Compliance • Deep Trench Welded Steel Pipelines • QA/QC/Field Engineering • Erosion &Water Quality Management a Subcontractor/Crew Supervision • Private Single-Family Homes Development • Budgeting&Cost Controls 1 EXH I BIT 5d Relevant Projects Experience Tacoma Second Supply Pipeline, Middle Reach -Tacoma, WA 45,000', 60" Water Transmission Main $30.2M Green River Headworks - Kanaskat,WA Dam Raise, Fish Ladder,Sorting Facility $13.9M Tacoma Second Supply Headworks Pipeline -Tacoma,WA 72"-92"Water Transmission Main $12.6M Denny Way/Lake Union CSO/Elliott West Pipelines - Seattle, WA 72"-96" Sewer, Dewatering,Shoring $12.2M Trossachs Divison 13-Sammamish,WA 179 Lot Residential Site Work $7.4M Sweyolocken Pump Station - Bellevue,WA Pump Station, Dewatering, Shoring $5.5M Wesford & Prescott- Redmond,WA Residential Site Work $4.81M River Sands -Auburn,WA 286 Lot Residential Site Work $4.7M Sammamish Orchards-Sammamish,WA Residential Site Work $2M Tonquin Ave Bridge Replacement-Ocean Shores,WA Bridge&Utility $1.9M Glenshire Divison I & II-Redmond, WA Residential Site Work $1.9M North Texas-East March's Pt Rd Waterline-Phase 3-Anacortes,WA 24-30"Transmission Main $1.8M Kempin Estates-Redmond,WA Residential Site Work $1.51M Cascadia Deferred Maintenance-Bonney Lake,WA . Site Improvement $1.4M Murray Rd &150th St Improvements-Lakewood,WA Roadway& Utility Improvement $1.2M N Debra Jane Waterline Replacement-Bonney Lake,WA 8300' Replacement $935K Pipeline No. 1 Replacement @ Puyallup River Valley-Tacoma,WA 36"Water Transmission Main $830K Porter Way Improvements-Milton,WA 1,7001, 12"Watermain $786K 97th St E Sidewalk Improvements- Bonney Lake,WA Roadway&Utility Improvement $767K 2 P41r Pacific Civil& Infrastructure City of Kent 640 Zone Pressure Reducing Valve Stations Project No. 10-3025 MBE/WBE/SBE/DBE Solicitations 3450 S 344" Way, Suite 115 a Federal Way, WA 98001 , 253.874.3965 , www.paccivil.com � City of Kent—640 Zone Pressure Reducing Valve Stations -Project No.: 10-3025 - Your ... Page 1 of 1 «Anonvmous Report Line Services Swenson South Road Reconstruciton,MP 0.00 to 6.49» City of Kent—640 Zone Pressure Reducing Valve Stations — Project No.: 10-3025 Closing Data: March 31,2015 Description: Sub-Bids Requested Pacific Civil&Infrastructure,Inc. 3450 S 344r^Way,Suite 115 Federal Way,WA 98001 Ph: (253)874-3965 Fax: (253(8743950 www.paccivil.conn Lid:PACIFC1867J8 Project: City of Kent-640 Zone Pressure Reducing Valve Stations Project No.: 10.3025 Bid Date: March 31s0,2015 @ 11:00am Pacific Civil&Infrastructure,Inc.is seeking proposals from qualified and certified MBE,WBE,SBE and DBE Contracting and Supplierfirms for the fallowing scopes of work:Clearing&Grubbing,Trucking,Pipelaying,Grading,Paving,Electrical,Striping,Traffic Control,Temporary Erosion Control,Concrete Finishing,Sheet Pile Installation,Landscaping and other scopes of work. The scope of work as summarized by the City of Kent is: The project consists of installation of three pressure reducing valve stations on Kenfs east hill. The project includes constructing approximately 163 linear feet of 6"and 8"ductile water main,120 linear feet of 6"storm pipe and other miscellaneous site work. Bid documents are available from:hitirdfwww kentwa gov/procurement! Pacific Civil&Infrastructure,Inc.is an Equal Opportunity Employer. «Anonvmous Report Line Services Swenson South Road Reconstruciton MP 0.00 to 5.49 s http://omwbe.wa.gov/bids/city-of-kept-640-zone-pressure-reducing-valve-stations-project-... 3/20/2015 i z 5 p p � o ¢ o o � t i N O _ W a O V a i o z aapC C a n o = a w w w LL w w w w w w ¢ 0 o z G G G G G G m w H l9 n Z Y u � ~ E d w o 0 m @1 � d m £IE N m m 'cas � man ' N a "' vpiv� " n a p °�' ^NSm _ e Y l EX w Y G ➢ dC m 2 6 ~ . . . . . . . . . . . . . . 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U of w o U o w `C)C- H m �o' d `MM a � w Q W y0 0 y ,x oo m W > Oo Z �9 W Jp OON � O OZLL / I r �W WL � YF OF i LL y¢WW U li1W O ULLW p mZ �WCW 0 it NW 00� Q mOi N" ¢ WW YmW � I K u O a LLY 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 twenty (120) working days after issuance of the City's Notice to Proceed. The undersigned bidder hereby agrees to submit all insurance documents, performance bonds and signed contracts within ten (10) calendar days after City awards the Contract. The City anticipates issuance of the Notice to Proceed on the day of the preconstruction meeting. No bidder may withdraw his/her bid for a period of sixty (60) calendar days after the day of bid opening. The required bid security consisting of a bid bond, cashier's check or cash in an amount equal to 5% of the total amount is hereto attached. Notice of acceptance of this bid or request for additional information shall be addressed to the undersigned at the address stated below. ` Receipt of Addendum No.'s I 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: 341 1!� LWIC C���L Il1FY �StLUcCWPLI�I�C_ NAME OF rDER BY: Signature Atdoy-cU.) ALSaccwv (Print Name and Title) 34S6 S 5414-11' 6UL E tIS Address lux 9MbI 640 Zone Pressure Reducing Valve Stations/Langholz 26 March 11, 2015 Project Number: 10-3025 i BID BOND FORM KNOW ALL MEN BY THESE PRESENTS: That we, Pacific Civil&Infrastructure,Inc. as Principal, and Fidelity and Deposit Company of Maryland as Surety, are held and firmly bound unto the CITY OF KENT, as Obligee, in the penal sum of Five Percem(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 '640 Zone Pressure Reducing Valve Stations/Project Number: 10-3025 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 March 2015 Paci Civil&Infrastructure,Inc. PRINCIPAL Fiidde�l)i�ty and Deposit Company of Maryland SURETY Chris er Kinyon,Attorney-in-Fact 20_. Received return of deposit in the sum of $ 640 Zone Pressure Reducing Valve Stations/Laugholz 27 March 11,2015 Project Number:10-3025 Pacific Civil&Infrastructure, Inc. 3450 S.344th Way,Suite 115 Federal Way,WA 98001 ZURICH AMERICAN INSURANCE COMPANY (253)874-3965 COLONIAL AMERICAN CASUALTY AND SURETY COMPANY FIDELITY AND DEPOSIT COMPANY OF MARYLAND POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS:That the ZURICH AMERICAN INSURANCE COMPANY,a corporation of the State of New York,the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY,a corporation of the State of Maryland,and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND a corporation of the State of Maryland (herein collectively called the "Companies"), by THOMAS O. MCCLELLAN, Vice President, in pursuance of authority granted by Article V, Section 8, of the By-Laws of said Companies,which are set forth on the reverse side hereof and are hereby certified to be in full force and effect on the date hereof,do hereby nominate, constitute, and appoint Eric A.ZIMMERMAN,Cynthia L.JAY,Karen SWANSON,Jennifer SNYDER,Julie R. TRUITT, Peggy A.FIRTH,Christopher KINYON,Jamie DIEMER, Carley ESPIRITU and Mandy KELTNER, all of Tacoma, Washington, EACH its true and lawful agent and Attorney-in-Pact,to make,execute, seal and deliver,for,and on its behalf as surety,and as its act and deed: any and all bonds and undertakings, and the execution of such bonds or undertakings in pursuance of these presents, shall be as binding upon said Companies, as fully and amply,to all intents and purposes, as if they had been duly executed and acknowledged by the regularly elected officers of the ZURICH AMERICAN INSURANCE COMPANY at its office in New York, New York., the regularly '. elected officers of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at its office in Owings Mills,Maryland.,and the regularly elected officers of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at its office in Owings Mills, Maryland.,in their own proper persons. The said Vice President does hereby certify that the extract set forth on the reverse side hereof is a true copy of Article V,Section 8,of the By-Laws of said Companies,and is now in force. IN WITNESS WHEREOF, the said Vice-President has hereunto subscribed his/her names and affixed the Corporate Seals of the said ZURICH AMERICAN INSURANCE COMPANY, COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, and FIDELITY AND DEPOSIT COMPANY OF MARYLAND,this 13th day of January,A.D.2015. ATTEST: ZURICH AMERICAN INSURANCE COMPANY COLONIAL AMERICAN CASUALTY AND SURETY COMPANY FIDELITY AND DEPOSIT COMPANY OF MARYLAND fir eo ouo,c 9!/y�_�6. 01 gilog 88AL n _ _ 10- isas %f BY �. . o Secretary Vice President Eric D.Barnes Thomas O.McClellan - State of Maryland County of Baltimore On this 13th day of January,A.D.2015,before the subscriber,a Notary Public of the State of Maryland,duly commissioned and qualified,THOMAS O. MCCLELLAN,Vice President,and ERIC D.BARNES,Secretary,of the Companies,to me personally known to be the individuals and officers described in and who executed the preceding instmrent,and acknowledged the execution of same,and being by me duly swore,deposeth and saith,that he/she is the said officer of the Company aforesaid,and that the seals affixed to the preceding instrument are the Corporate Seals of said Companies,and that the said Corporate Seals and the signature as such officer were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporations. IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed my Official Seal the day and year first above written. Maria D.Adamski,Notary Public My Commission Expires;July 8,2015 POA-F 180-2849C I�' "acific Civil&infrastructure, Inc. i45O S. 344th Way,Suite 115 ederal Way,WA 98001 t253)874-3965 EXTRACT FROM BY-LAWS OF THE COMPANIES "Article V,Section 8,Attorneys-in-Fact. The Chief Executive Officer,the President,or any Executive Vice President or Vice President may, by written instrument under the attested corporate seal, appoint attomeys-in-fact with authority to execute bonds, policies, recogmzances, stipulations, undertakings, or other like instruments on behalf of the Company, and may authorize any officer or any such attomey-in-fact to affix the corporate seal thereto; and may with or without cause modify of revoke any such appointment or authority at any time." CERTIFICATE I, the undersigned, Vice President of the ZURICH AMERICAN INSURANCE COMPANY, the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, do hereby certify that the foregoing Power of Attorney is still in full force and effect on the date of this certificate;and I do further certify that Article V,Section 8,of the By-Laws of the Companies is still in force. This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the ZURICH AMERICAN INSURANCE COMPANY at a meeting duly called and held on the 15th day of December 1998. RESOLVED: "That the signature of the President or a Vice President and the attesting signature of a Secretary or an Assistant Secretary and the Seal of the Company may be affixed by facsimile on any Power of Attorney...Any such Power or any certificate thereof bearing such facsimile signature and seal shall be valid and binding on the Company." This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at a meeting duly called and held on the 5(h day of May, 1994, and the following resolution of the Board of Directors of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at a meeting duly called and held on the 1 Oth day of May, 1990. RESOLVED: "That flee facsimile or mechanically reproduced seal of the company and facsimile or mechanically reproduced signature of any Vice-President, Secretary, or Assistant Secretary of the Company,whether made heretofore or hereafter, wherever appearing upon a certified copy of any power of attorney issued by the Company,shall be valid and binding upon the Company with the same force and effect as though manually affixed. IN TESTIMONY WHEREOF,I have hereunto subscribed my name and affixed the corporate seals of the said Companies, this 3l;�day of ,+t-)&Z.4 20 is . oi_ ' %Mu' OAEMOA �uqZ\t Gerald F.Haley,Vice President I i CITY OF KENT COMBINED DECLARATION FORM: NON-COLLUSION, MINIMUM WAGE NON-COLLUSION DECLARATION I, by signing the proposal, hereby declare, under penalty of perjury under the laws of the United States that the following statements are true and correct: 1. That the undersigned person(s), firm, association or corporation has (have) not, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with the project for which this proposal is submitted. 2. That by signing the signature page of this proposal, I am deemed to have signed and to have agreed to the provisions of this declaration. AND MINIMUM WAGE AFFIDAVIT FORM I, the undersigned, having duly sworn, deposed, say and certify that in connection with the performance of the work of this project, I will pay each classification of laborer, workman, or mechanic employed in the performance of such work not less than the prevailing rate of wage or not less than the minimum rate of wage as specified in the principal contract; that I have read the above and foregoing statement and certificate, know the contents thereof and the substance as set forth therein is true to my knowledge and belief. 640 Zone Pressure Reducing Valve Stations Project Number: 10-3025 NAME OF PROJECT NAME OF BIDDER'S FIRM SIGNATURE OF AUTHORIZED REPRESENTATIVE OF BIDDER 640 Zone Pressure Reducing Valve Stations/Langholz 28 March 11, 2015 Project Number: 10-3025 I i i 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 f for this Change Order -0- Working days Revised Time for Completion Working days 640 Zone Pressure Reducing Valve Stations/Lang holz 29 March 11, 2015 ',.... Project Number: 10-3025 it 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: 640 Zone Pressure Reducing Valve Stations/Langholz 30 March 11, 2015 Project Number: 10-302S BIDDER'S CHECKLIST The following checklist is a guideline to help the Contractor make sure all forms are complete. The bidder's attention is especially called to the following forms. Failure to execute these forms as required may result in rejection of any bid. Bidder's Package should include the following: Bid Document Cover Sheet filled out with Bidder's Name ....................❑ Orderof Contents.................................................................................❑ Invitationto Bid...................................................................................❑ ContractorCompliance Statement........................................................❑ Date............................................................................................❑ Have/have not participated acknowledgment.............................❑ Signatureand address................................................................❑ Declaration — City of Kent Equal Employment Opportunity Policy ........❑ Dateand signature .....................................................................❑ AdministrativePolicy...........................................................................❑ Proposal...............................................................................................❑ First line of proposal — filled in ...................................................❑ Unitprices are correct ................................................................❑ Bid the same unit price for asterisk (*) bid items.......................❑ Minimumbid prices are correct...................................................❑ Subcontractor List (contracts over $100K) ..........................................❑ Subcontractorslisted properly....................................................❑ Signature....................................................................................❑ Subcontractor List (contracts over $1 million).....................................❑ Subcontractorslisted properly....................................................❑ Dateand signature .....................................................................❑ Contractor's Qualification Statement ...................................................❑ Completeand notarized ..............................................................❑ ProposalSignature Page......................................................................❑ AllAddenda acknowledged .........................................................❑ Date, signature and address .......................................................El BidBond Form .....................................................................................❑ Signature, sealed and dated .......................................................El Powerof Attorney.......................................................................❑ (Amount of bid bond shall equal 50/o of the total bid amount) CombinedDeclaration Form .................................................................❑ Signature ....................................................................................❑ ChangeOrder Form..............................................................................❑ Bidder's Checklist ................................................................................❑ The following forms are to be executed after the Contract is awarded: A) CONTRACT This agreement is to be executed by the successful bidder. B) PAYMENT AND PERFORMANCE BOND To be executed by the successful bidder and its surety company. The following form is to be executed after the Contract is completed: A) CITY OF KENT EQUAL EMPLOYMENT OPPORTUNITY COMPLIANCE STATEMENT To be executed by the successful bidder AFTER COMPLETION of this contract. 640 Zone Pressure Reducing Valve Stations/Langholz 31 March 11, 2015 Project Number: 10-3025 Bond No. 09187170 PAYMENT AND PERFORMANCE BOND KENY TO CITY OF KENT KNOW ALL MEN BY THESE PRESENTS: That we, the undersigned, Pacific Civil & Infrastructure, Inc. as Principal, and Fidelity and Deposit Company of Maryland a Corporation organized and existing under the laws of the State of XT&'46P6N ,"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 $401,194.31 , 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. `Maryland 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 640 Zone Pressure Reducing Valve Stations/Project Number: 10-3025 (which contract is referred to herein and is made a part hereof as though attached hereto), and WHEREAS, the Principal has accepted, or is about to accept, the contract, and undertake to perform the work therein provided for in the manner and within the time set forth: NOW, THEREFORE, for non-FHWA projects only, if the Principal shall faithfully perform all the provisions of said contract in the manner and within the time herein set forth, or within such extensions of time as may be granted under the said contract, and shall pay all laborers, mechanics, subcontractors and material men, and all persons who shall supply the Principal or subcontractors with provisions and supplies for the carrying on of said work and shall indemnify and hold the CITY OF KENT harmless from any damage or expense by reason of failure of performance as specified in said contract or from defects appearing or developing in the material or workmanship provided or performed under said contract, then and in that event this obligation shall be void; but otherwise it shall be and remain in full force and effect. IN WITNESS WHEREOF, the above bounden parties have executed this instrument under their separate seals. The name and corporate seal (if required by law) of each corporate party is hereto affixed and duly signed by its undersigned representatives pursuant to authority of its governing body. 640 Zone Pressure Reducing Valve Stations/Langholz 32 March 11, 2015 Project Number: 10-3025 Bond No. 09187170 i Pacific Civil & Infrastructure, Inc. TWOWITNESSES: �Il�f? La1 Aa[ izeeKlyr- PRINCIPA,L(("r principal's name bove) i TITLE: DATE: 41 DATE: V'UlyA, CORPORATE SEAL: 1, PRINT NAME Fidelity 99 d Deposit Company of Maryland, DATE: 14i ��i'7 CWL � SURETY CORPORATE SEAL: BY: Christopher Kinyon DATE: 04/14/2015 TITLE: Attorney-in-Fact ADDRESS: 800 Fifth Avenue, Suite 3800 Seattle, WA 98104 CERTIFICATE AS TO CORPORATE SEAL I hereby certify that I am the (Assl5 an Secretary of the Corporation named as Principal in the within Bond; that kle�� Who signed the said bond on behalf of the Principal 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 640 Zone Pressure Reducing Valve Stations/Langholz 33 March 11, 2015 Project Number: 10-3025 ZURICH AMERICAN INSURANCE COMPANY COLONIAL AMERICAN CASUALTY AND SURETY COMPANY FIDELITY AND DEPOSIT COMPANY OF MARYLAND POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS:That the ZURICH AMERICAN INSURANCE COMPANY,a corporation of the State of New York,the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, a corporation of the State of Maryland, and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND a corporation of the State of Maryland (herein collectively called the "Companies"), by THOMAS O. MCCLELLAN, Vice President, in pursuance of authority granted by.Article V, Section 8, of the By-Laws of said j Companies,which are set forth on the reverse side hereof and are hereby certified to be in full force and effect on the date hereof,do hereby nominate,constitute, and appoint Eric A.ZIMMERMAN,Cynthia L.JAY, Karen SWANSON,Jennifer SNYDER,Julie R. TRUITT, Peggy A.FIRTH, Christopher KINYON,Jamie DIEMER, Carley ESPIRITU and Mandy KELTNER, all of Tacoma,Washington, EACH its true and lawful agent and Attomacy-in-Fact,to make,execute, seal and deliver,for, and on its behalf as surety,and as its act and deed: any and all bonds and undertakings, and the execution of such bonds or mrdertakings in pursuance of these presents, shall be as binding upon said Companies, as fully and amply,to all intents and purposes, as if they had been duly executed and acknowledged by the regularly elected officers of the ZURICH AMERICAN INSURANCE COMPANY at its office in New York, New York., the regularly elected officers of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at its office in Owings Mills,Maryland.,and the regularly elected officers of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at its office in Owings Mills, Maryland.,in their own proper persons. The said Vice President does hereby certify that the extract set forth on the reverse side hereof is a true copy of Article V, Section 8,of the By-Laws of said Companies,and is now in force. IN WITNESS WHEREOF, the said Vice-President has hereunto subscribed his/her names and affixed the Corporate Seals of the said ZURICH AMERICAN INSURANCE COMPANY, COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, and FIDELITY AND DEPOSIT COMPANY OF MARYLAND,tlris 13th day of January,A.D.2015. ATTEST: ZURICH AMERICAN INSURANCE COMPANY COLONIAL AMERICAN CASUALTY AND SURETY COMPANY FIDELITY AND DEPOSIT COMPANY OF MARYLAND c ouo •ice... x 88At � e'r i io5 �461 7GB8✓i�D'.j BY Secretary Vice President Eric D.Barnes Thomas D. McClellan State of Maryland County of Baltimore On this 13th day of January,A.D,2015,before the subscriber,a Notary Public of the State of Maryland,duly conunissioncd and qualified,THOMAS O. MCCLELLAN,Vice President,and ERIC D.BARNES,Secretary,of the Companies,to me personally known to be the individuals and officers described in and who executed the preceding instrument,and acknowledged the execution of same,and being by me duly sworn,deposeth and saith,that he/she is the said officer of the Company aforesaid, and that the seals affixed to the preceding instrrunent are the Corporate Seals of said Companies,and that the said Corporate Seals and the signature as such officer were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporations. IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed my Official Seal the day and year first above written. s rPerrgkt�4�. r � r ,Uoouk 1l rlir Mania D.Adarnski,Notary Public My Commission Expires:July 8,2015 POA-F 180-2849Cli EXTRACT FROM BY-LAWS OF THE COMPANIES "Article V, Section 8,Attorneys-in-Fact. The Chief Executive Officer,the President,or any Executive Vice President or Vice President may, by written instrument under the attested corporate seal, appoint attorneys-in--fact with authority to execute bonds, policies, recognizances, stipulations, undertakings, or other like instruments on behalf of the Company, and may authorize any officer or any such attorney-in-fact to affix the corporate seal thereto;and may with or without cause modify of revoke any such appointment or authority at any time." CERTIFICATE f, the undersigned, Vice President of the ZURICH AMERICAN INSURANCE COMPANY, the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND,do hereby certify that the foregoing Power of Attorney is still in full force and effect on the date of this certificate; and I do further certify that Article V, Section 8,of the By-Laws of the Companies is still in force. This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the ZURICH AMERICAN INSURANCE COMPANY at a meeting duly called and held on the 15th day of December 1998. RESOLVED: "That the signature of the President or a Vice President and the attesting signature of a Secretary or an Assistant Secretary and the Seal of the Company may be affixed by facsimile on any Power of Attorney...Any such Power or any certificate thereof bearing such facsimile signature and seal shall be valid and binding on the Company." This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the COLONIAL AMERICAN' CASUALTY AND SURETY COMPANY at a meeting duly called and held on the 5th day of May, 1994, and the following resolution of the Board of Directors of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at a meeting duly called and held on the 10th day of May, 1990. RESOLVED: "That the facsimile or mechanically reproduced seal of the company and facsimile or mechanically reproduced signature of any Vice-President, Secretary, or Assistant Secretary of the Company,whether made heretofore or hereafter,wherever appearing upon a certified copy of any power of attorney issued by the Company,shall be valid and binding upon the Company with the same force and effect as though manually affixed. IN STIMON�Yy WE EREOF,I have hereunto subscribed my name and affixed the corporate seats of the said Companies, this �'-�'� day of r k(t tom,201 oi_ +';yj INS�zVt l6�i f� I�? Gerald F.Haley,Vice President CONTRACT THIS AGREEMENT, made in duplicate, is entered i o betwe n the CITY OF KENT, a Washington municipal corporation ("City"), and` k IF1 �IUII_ A00 �k 6W{LM(k(flAkEplid,organized under the laws of the State of A51- IV, (alb✓` located and doing business at IS 1`GMV-jL- WAc W9k ("Contractor"). `1 `11 I 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: 640 Zone Pressure Reducing Valve Stations/Project Number: 10- 3025 in accordance with and as described in the Contract and shall perform any alterations in or additions to the work provided under the Contract and every part thereof. The Contract shall include all project specifications, provisions, and plans; the City's general and special conditions; the 2014 Standard Specifications for Road, Bridge, and Municipal Construction, as prepared by the Washington State Department of Transportation and the Washington State Chapter of the American Public Works Association, including all published amendments issued by those organizations, if applicable ("Standard Specifications"); the City's bid documents; and the Contractor's response to the City's bid. The Contractor is responsible to obtain copies of the 2014 WSDOT Standard Specifications including the latest amendments issued by WSDOT as of the date of bid opening. Unless otherwise directed by the City, work shall start within ten (10) days after the City issues its Notice to Proceed and be completed within one hundred twenty (120) 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. 640 Zone Pressure Reducing Valve Stations/Langholz 34 March 11, 2015 Project Number: 10-3025 I 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 competentjurisdiction 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. 640 Zone Pressure Reducing Valve Stations/Langholz 35 March 11, 2015 Project Number: 10-3025 i CITY OF KENT SUZEXTE POOKE, MAYOR DATE: f I ATTES i RONALD F. �/[TY CLERK APPVED Srp TO FOR um KENT LAW DEPARTM CONTRACTOR E, BY: PRINT NAMEAW�CUJ AL-U u,Wr TITLE: Ova& Ioe DATE: I ( I S 640 Zone Pressure Reducing Valve Stations/Langholz 36 March 11, 2015 Project Number: 10-3025 i EXFI I I ® A INSURANCE E U I RE ENTS 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 j occurrence form CG 00 01 or its equivalent, with minimum limits of $3,000,000 per occurrence and in the aggregate for each 1 year policy period. This coverage may be any combination of primary, umbrella or excess liability coverage affording total liability limits of not less than $3,000,000 per occurrence and in the aggregate. Products and Completed . Operations coverage shall be provided for a period of 3 years following Substantial Completion of the work. The Commercial General Liability insurance shall be endorsed to provide the Aggregate per Project Endorsement ISO form CG 25 03 11 85. The City shall be named as an Additional Insured under the Contactor's Commercial General Liability insurance policy with respect to the work performed for the City. All endorsements adding Additional Insureds shall be issued on form CG 20 10 11 85 or a form deemed equivalent, providing the Additional Insureds with all policies and endorsements set forth in this section. 2. Automobile Liability insurance covering all owned, non-owned, hired and leased vehicles. Coverage shall be written on Insurance Services Office (ISO) form CA 00 01 or a substitute form providing equivalent liability coverage. If necessary, the policy shall be endorsed to provide contractual liability coverage. 3. Workers' Compensation coverage as required by the Industrial Insurance laws of the State of Washington. 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. 640 Zone Pressure Reducing Valve Stations/Langholz 37 March 11, 2015 Project Number: 10-3025 EXHIBIT A (Continued) 2. Automobile Liabilitv 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. B. Waiver of Subrogation The Contractor and the City waive all rights against each other any of their Subcontractors, Sub-subcontractors, agents and employees, each of the other, for damages caused by fire or other perils to the extend covered by Builders Risk insurance or other property insurance obtained pursuant to the Insurance Requirements Section of this Contract or other property insurance applicable to the work. The policies shall provide such waivers by endorsement or otherwise. F. Acceptability of Insurers Insurance is to be placed with insurers with a current A.M. Best rating of not less than A:VII. 640 Zone Pressure Reducing Valve Stations/Langholz 38 March 11, 2015 Project Number: 10-3025 EXH I B I 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. K 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. 640 Zone Pressure Reducing Valve Stations/Langholz 39 March 11, 2015I, Project Number: 10-3025 ACC>Ra CERTIFICATE OF LIABILITY INSURANCE OAT/04/2 /20 0/20IVYYY)15`✓ THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER WA#712152 1-206-343-2323 CONTACT NAME: MCM Insurance Services, LLD dba MCM PHONE FA% MCM Benefits and Insurance Services, LLC, CA Lic #OF82099 AAC,No,Ext):.__ 1325 Fourth Avenue, Suite 2100 E-MAIL ADDRESS: Seattle, WA 98101 _. INSURER(3)AFFORDING COVERAGE NAIC/l _ INSURER A: OHIO CAS INS CO 24074 INSURED INSURER B: OHIO SECURITY INS CO 24082 Pacific Civil & Infrastructure, Inc. INSURER D SCOTTSDALE INS GO 41297 : _ __ ' 3450 S 344th Way Suite 115 INSURER D: Federal Way , WA 96001 INSURER E: _ INSURER F: COVERAGES CERTIFICATE NUMBER: 43596702 REVISION NUMBER: THIS IS TO CERTIFY THAI THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES,LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. _ INSR TYPE OF INSURANCE ADOL SUER POLPOLICY NUMBER MMID�Y� MMIDDo YE1'YY LIMITS LTR A GENERAL LIABILITY X X BLS1556088756 04/21/11 07/21/15 EACH OCCURRENCE $1,000,000 '.. DAMAGE TO RENTED X COMMERCIAL GENERAL LIARII.IIY PREMISES(Es occurrence $ 1,000,000 CLAIMS-MADE1:1 OCCUR MED ESE(Any one person) $15,000 X WA Stop Cap PERSONAL&ACV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 G 1 AGGREGATE LIMIT APPLIFS PER: PRODUCTS-COMPIOP AGO $2,000,000 POLICY X PRO _. LOC $ B AUTOMOBILE LIABILITY BAS1656Oa8758 V 04/21/15, 04/21/16 COMBINED SINGLE LIMIT (Ea accident) 11,000,000 X ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS - - NON-CWNF❑ l PROPERTY DAMAGE $ X HIRED AUTOS X AUTOS Paraocldert) — X $500 COMP 1 $500 COLL D D $ C X UMBRELLA Ul OCCUR X X XL30094838 10/14/1 07/21/15 EACHOCCURRENCE $ 9,000,000 EXCESS LIAR Ld CLAIMS-MADE: AGGREGATE $ 9,000,000 DEp I I RF I EN[ION$ $ WORKERS COMPENSATION WC STATUS] OTH- '.ANDEMPLOYERS'LIABILITY YIN TORY LIMIT E _.._ ANY PROPRIFTORWAR T NEWEXECUTIl NIA E.L.EACH ACCIDENT $ _ 1 OFFICERIMEMBER EXCLUDED? E.L.DISEASE EA EMPLOYEE $ (Mandatory In NH) — _S_..If yes,describe under ". DESCRIPTION OF OPERATIONS below F.L.D15EASF POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101,Addltlonal Remarks Schodule,if more space is repuired) RE; Project #10-3025. 640 Zone Pressure Reducing Valve Stations. The City of Kent is additional insured as reppects work performed by or on behalf of the named insured per the attached endorsement, Insurance shall be primary as respect to the city. 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. A waiver of subrogation shall apply as required by written contract, CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE City of Kent THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 220 4th Avenue S AUTHORIZED REPRESENTATIVE �1 Kent, WA 98032-5895W� USA ©1988-2010 ACORD CORPORATION, All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD regarl 43596702 COMMERCIAL GENERAL LIABILITY Policy#BL51556088758 CG 88 10 04 13 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. COMMERCIAL GENERAL LIABILITY EXTENSION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART INDEX — SUBJECT PAGE NON-OWNED AIRCRAFT 2 NON-OWNED WATERCRAFT 2 PROPERTY DAMAGE LIABILITY -ELEVATORS 2 EXTENDED DAMAGE TO PROPERTY RENTED TO YOU (Tenant's Property Damage) 2 MEDICAL PAYMENTS EXTENSION 3 EXTENSION OF SUPPLEMENTARY PAYMENTS -COVERAGES AAND B 3 " ADDITIONAL INSUREDS -BY CONTRACT, AGREEMENT OR PERMIT 3 PRIMARY AND NON-CONTRIBUTORY- ADDITIONAL INSURED EXTENSION 5 ADDITIONAL INSUREDS - EXTENDED PROTECTION OF YOUR "LIMITS OF INSURANCE" 6 WHO IS AN INSURED -INCIDENTAL MEDICAL ERRORS/MALPRACTICE AND WHO IS AN INSURED -FELLOW EMPLOYEE EXTENSION -MANAGEMENT EMPLOYEES 6 NEWLY FORMED OR ADDITIONALLY ACQUIRED ENTITIES 7 FAILURE TO DISCLOSE HAZARDS AND PRIOR OCCURRENCES 7 KNOWLEDGE OF OCCURRENCE, OFFENSE, CLAIM OR SUIT 7 LIBERALIZATION CLAUSE 7 u BODILY INJURY REDEFINED 7 EXTENDED PROPERTY DAMAGE 8 WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US - 8 WHEN REQUIRED IN A CONTRACT OR AGREEMENT WITH YOU © 2013 Liberty Mutual Insurance CG 88 10 04 13 Includes copyrighted material of Insurance Services Office,Inc.,with its permission. Page 1 of 8 With respect to coverage afforded by this endorsement, the provisions of the policy apply unless modified by the endorsement. A. NON-OWNED AIRCRAFT Under Paragraph 2. Exclusions of Section I - Coverage A - Bodily Injury And Property Damage Liability, exclusion g. Aircraft, Auto Or Watercraft does not apply to an aircraft provided: 1. It is not owned by any insured; 2. It is hired, chartered or loaned with a trained paid crew; 3. The pilot in command holds a currently effective certificate, issued by the duly constituted authority of the United States of America or Canada, designating her or him a commercial or airline pilot; and 4. It is not being used to carry persons or property for a charge. However, the insurance afforded by this provision does not apply if there is available to the insured other valid and collectible insurance, whether primary, excess (other than insurance written to apply specifically in excess of this policy), contingent or on any other basis, that would also apply to the loss covered under this provision. B. NON-OWNED WATERCRAFT Under Paragraph 2. Exclusions of Section I -Coverage A-Bodily Injury And Property Damage Liability, Subparagraph (2) of exclusion g.Aircraft, Auto Or Watercraft is replaced by the following: This exclusion does not apply to: (2) A watercraft you do not own that is: (a) Less than 52 feet long; and '... (b) Not being used to carry persons or property for a charge. C. PROPERTY DAMAGE LIABILITY -ELEVATORS 1. Under Paragraph 2. Exclusions of Section I - Coverage A - Bodily Injury And Property Damage Liabil- ity, Subparagraphs (3), (4) and (6) of exclusion j. Damage To Property do not apply if such "property damage" results from the use of elevators. For the purpose of this provision, elevators do not include vehicle lifts. Vehicle lifts are lifts or hoists used in automobile service or repair operations. 2. The following is added to Section IV - Commercial General Liability Conditions, Condition 4. Other Insurance, Paragraph b. Excess Insurance: The insurance afforded by this provision of this endorsement is excess over any property insurance, whether primary, excess, contingent or on any other basis. D. EXTENDED DAMAGE TO PROPERTY RENTED TO YOU (Tenant's Property Damage) If Damage To Premises Rented To You is not otherwise excluded from this Coverage Part: 1. Under Paragraph 2. Exclusions of Section I -Coverage A-Bodily Injury and Property Damage Liability: a. The fourth from the last paragraph of exclusion j. Damage To Property is replaced by the follow- ing: Paragraphs (1), (3) and (4) of this exclusion do not apply to "property damage" (other than damage by fire, lightning, explosion, smoke, or leakage from an automatic fire protection system) to: (1) Premises rented to you for a period of 7 or fewer consecutive days; or (ii) Contents that you rent or lease as part of a premises rental or lease agreement for a period of more than 7 days. Paragraphs (1), (3) and (4) of this exclusion do not apply to "property damage" to 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. © 2013 Liberty Mutual Insurance CG 88 10 04 13 Includes copyrighted material of Insurance Services Office,Inc.,with its permission. Page 2 of 8 b. The last paragraph of subsection 2. Exclusions is replaced by the following: Exclusions c. through n. do not apply to damage by fire, lightning, explosion, smoke or leakage from automatic fire protection systems to premises while rented to you or temporarily occupied by you with permission of the owner. A separate limit of insurance applies to Damage To Premises Rented To You as described in Section III -Limits Of Insurance. 2. Paragraph 6. under Section III - Limits Of Insurance is replaced by the following: 6. Subject to Paragraph 5. above, the Damage To Premises Rented To You Limit is the most we will pay under Coverage A for damages because of "property damage" to: a. Any one premise: (1) While rented to you; or (2) While rented to you or temporarily occupied by you with permission of the owner for damage by fire, lightning, explosion, smoke or leakage from automatic protection sys- tems; or b. Contents that you rent or lease as part of a premises rental or lease agreement. 3. As regards coverage provided by this provision D. EXTENDED DAMAGE TO PROPERTY RENTED TO YOU (Tenant's Property Damage) - Paragraph 9.a. of Definitions is replaced with the following: 9.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, lightning, explosion, smoke, or leakage from automatic fire protection systems to premises while rented to you or temporarily occupied by you with the permission of the owner, or for damage to contents of such premises that are included in your premises rental or lease agreement, is not an "insured contract". E. MEDICAL PAYMENTS EXTENSION N If Coverage C Medical Payments is not otherwise excluded, the Medical Payments provided by this policy are amended as follows: Under Paragraph 1. Insuring Agreement of Section I - Coverage C - Medical Payments, Subparagraph (b) of Paragraph a. is replaced by the following: (b) The expenses are incurred and reported within three years of the date of the accident; and F. EXTENSION OF SUPPLEMENTARY PAYMENTS -COVERAGES AAND B 1. Under Supplementary Payments -Coverages A and B, Paragraph 1.1b. is replaced by the following: b. Up to $3,000 for cost of bail bonds required because of accidents or traffic law violations arising out of the use of any vehicle to which the Bodily Injury Liability Coverage applies. We do not have to furnish these bonds. 2. Paragraph 1.d. is replaced by the following: ° d. All reasonable expenses incurred by the insured at our request to assist us in the investigation or defense of the claim or "suit', including actual loss of earnings up to $500 a day because of time off from work. " G. ADDITIONAL INSUREDS -BY CONTRACT, AGREEMENT OR PERMIT 1. Paragraph 2. under Section II -Who Is An Insured is amended to include as an insured any person or organization whom you have agreed to add as an additional insured in a written contract, written agreement or permit. Such person or organization is an additional insured but only with respect to liability for "bodily injury", "property damage' or 'personal and advertising injury" caused in whole or in part by: a. Your acts or omissions, or the acts or omissions of those acting on your behalf, in the performance of your on going operations for the additional insured that are the subject of the written contract or written agreement provided that the "bodily injury" or "property damage" occurs, or the "per- sonal and advertising injury" is committed, subsequent to the signing of such written contract or written agreement; or ® 2013 Liberty Mutual Insurance CG 88 10 04 13 Includes copyrighted material of Insurance Services Office,Inc.,with its permission. Page 3 of 8 b. Premises or facilities rented by you or used by you; or c. The maintenance, operation or use by you of equipment rented or leased to you by such person or organization; or d. Operations performed by you or on your behalf for which the state or political subdivision has issued a permit subject to the following additional provisions: (1) This insurance does not apply to "bodily injury", "property damage", or "personal and ad- vertising injury" arising out of the operations performed for the state or political subdivision; (2) This insurance does not apply to "bodily injury" or "property damage" included within the "completed operations hazard". (3) Insurance applies to premises you own, rent, or control but only with respect to the following hazards: (a) The existence, maintenance, repair, construction, erection, or removal of advertising signs, awnings, canopies, cellar entrances, coal holes, driveways, manholes, marquees, hoist away openings, sidewalk vaults, street banners, or decorations and similar expo- sures; or (b) The construction, erection, or removal of elevators; or (c) The ownership, maintenance, or use of any elevators covered by this insurance. However: 1. The insurance afforded to such additional insured only applies to the extent permitted by law; and 2. If coverage provided to the additional insured is required by a contract or agreement, the insur- ance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. With respect to Paragraph 1.a. above, a person's or organization's status as an additional insured under this endorsement ends when: (1) All work, including materials, parts or equipment furnished in connection with such work, on the project (other than service, maintenance or repairs) to be performed by or on behalf of the additional insured(s) at the location of the covered operations has been completed; or (2) That portion of "your work" out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same project. With respect to Paragraph 1.b. above, a person's or organization's status as an additional insured under this endorsement ends when their written contract or written agreement with you for such premises or facilities ends. With respects to Paragraph 1.c. above, this insurance does not apply to any "occurrence" which takes place after the equipment rental or lease agreement has expired or you have returned such equipment to the lessor. The insurance provided by this endorsement applies only if the written contract or written agreement is signed prior to the "bodily injury" or "property damage". We have no duty to defend an additional insured under this endorsement until we receive written notice of a "suit" by the additional insured as required in Paragraph b. of Condition 2. Duties In the Event Of Occurrence, Offense, Claim Or Suit under Section IV - Commercial General Liability Condi- tions. © 2013 Liberty Mutual Insurance CG 88 10 04 13 Includes copyrighted material of Insurance Services Office,Inc.,with its permission. Page 4 of 8 ',. 2. With respect to the insurance provided by this endorsement, the following are added to Paragraph 2. Exclusions under Section I -Coverage A- Bodily Injury And Property Damage Liability: This insurance does not apply to: a. "Bodily injury" or "property damage" arising from the sole negligence of the additional insured. b. "Bodily injury" or "property damage" that occurs prior to you commencing operations at the location where such "bodily injury" or "property damage' occurs. c. "Bodily injury", "property damage" or "personal and advertising injury" arising out of the render- ing of, or the failure to render, any professional architectural, engineering or surveying services, including: (1) The preparing, approving, or failing to prepare or approve, maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; or (2) Supervisory, inspection, architectural or engineering activities. This exclusion applies even if the claims against any insured allege negligence or other wrongdoing in the supervision, hiring, employment, training or monitoring of others by that insured, if the "occur- rence" which caused the "bodily injury" or "property damage", or the offense which caused the "personal and advertising injury", involved the rendering of, or the failure to render, any professional architectural, engineering or surveying services. d. "Bodily injury" or "property damage' occurring after: (1) All work, including materials, parts or equipment furnished in connection with such work, on the project (other than service, maintenance or repairs) to be performed by or on behalf of the additional insured(s) at the location of the covered operations has been completed; or (2) That portion of "your work" out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same project. e. Any person or organization specifically designated as an additional insured for ongoing operations by a separate ADDITIONAL INSURED -OWNERS, LESSEES OR CONTRACTORS endorsement is- sued by us and made a part of this policy. 3. With respect to the insurance afforded to these additional insureds, the following is added to Section III -Limits Of Insurance: If coverage provided to the additional insured is required by a contract or agreement, the most we will pay on behalf of the additional insured is the amount of insurance: a. Required by the contract or agreement; or b. Available under the applicable Limits of Insurance shown in the Declarations; whichever is less. s This endorsement shall not increase the applicable Limits of Insurance shown in the Declaratic ns. H. PRIMARY AND NON-CONTRIBUTORY ADDITIONAL INSURED EXTENSION This provision applies to any person or organization who qualifies as an additional insured under any form or endorsement under this policy. Condition 4. Other Insurance of SECTION IV - COMMERCIAL GENERAL LIABILITY CONDITIONS is amend- ed as follows: a. The following is added to Paragraph a. Primary Insurance: If an additional insured's policy has an Other Insurance provision making its policy excess, and you have agreed in a written contract or written agreement to provide the additional insured coverage on a primary and noncontributory basis, this policy shall be primary and we will not seek contribution from the additional insured's policy for damages we cover. © 2013 Liberty Mutual Insurance CG 88 10 04 13 Includes copyrighted material of Insurance Services Office,Inr..,with its permission. Page 5 of 8 b. The following is added to Paragraph b. Excess Insurance: When a written contract or written agreement, other than a premises lease, facilities rental contract or agreement, an equipment rental or lease contract or agreement, or permit issued by a state or political subdivision between you and an additional insured does not require this insurance to be primary or primary and non-contributory, this insurance is excess over any other insurance for which the addi- tional insured is designated as a Named Insured. Regardless of the written agreement between you and an additional insured, this insurance is excess over any other insurance whether primary, excess, contingent or on any other basis for which the additional insured has been added as an additional insured on other policies. I. ADDITIONAL INSUREDS - EXTENDED PROTECTION OF YOUR "LIMITS OF INSURANCE" This provision applies to any person or organization who qualifies as an additional insured under any form or endorsement under this policy. 1. The following is added to Condition 2. Duties In The Event Of Occurrence, Offense, Claim or Suit: An additional insured under this endorsement will as soon as practicable: a. Give written notice of an "occurrence" or an offense that may result in a claim or "suit' under this insurance to us; b. Tender the defense and indemnity of any claim or "suit' to all insurers whom also have insurance available to the additional insured; and c. Agree to make available any other insurance which the additional insured has for a loss we cover under this Coverage Part. d. We have no duty to defend or indemnify an additional insured under this endorsement until we receive written notice of a "suit' by the additional insured. 2. The limits of insurance applicable to the additional insured are those specified in a written contract or written agreement or the limits of insurance as stated in the Declarations of this policy and defined in Section III - Limits of Insurance of this policy, whichever are less. These limits are inclusive of and not in addition to the limits of insurance available under this policy. J. WHO IS AN INSURED -INCIDENTAL MEDICAL ERRORS/ MALPRACTICE WHO IS AN INSURED -FELLOW EMPLOYEE EXTENSION -MANAGEMENT EMPLOYEES Paragraph 2.a.(1) of Section II -Who Is An Insured is replaced with the following: (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" while in the course of his or her employ- ment 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" 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; or (d) Arising out of his or her providing or failing to provide professional health care services. However, if you are not in the business of providing professional health care services or providing profes- sional health care personnel to others, or if coverage for providing professional health care ser- vices is not otherwise excluded by separate endorsement, this provision (Paragraph (d)) does not apply. Paragraphs (a) and (b) above do not apply to "bodily injury' or "personal and advertising injury' caused by an "employee" who is acting in a supervisory capacity for you. Supervisory capacity as used herein means the "employee's" job responsibilities assigned by you, includes the direct supervision of other "employ- ees" of yours. However, none of these "employees" are insureds for "bodily injury' or "personal and © 2013 Liberty Mutual Insurance CG 88 10 04 13 Includes copyrighted material of Insurance Services Office,Inc.,with its permission. Page 6 of 8 advertising injury" arising out of their willful conduct, which is defined as the purposeful or willful intent to cause "bodily injury" or "personal and advertising injury", or caused in whole or in part by their intoxica- tion by liquor or controlled substances. The coverage provided by provision J. is excess over any other valid and collectable insurance available to your "employee". K. NEWLY FORMED OR ADDITIONALLY ACQUIRED ENTITIES Paragraph 3. of Section II -Who Is An Insured is replaced by the following: 3. Any organization you newly acquire or form and over which you maintain ownership or majority interest, will qualify as a Named Insured if there is no other similar insurance available to that organization. However: a. Coverage under this provision is afforded only until the expiration of the policy period in which the entity was acquired or formed by you; b. Coverage A does not apply to "bodily injury" or "property damage" that occurred before you acquired or formed the organization; and c. Coverage B does not apply to "personal and advertising injury" arising out of an offense committed before you acquired or formed the organization. d. Records and descriptions of operations must be maintained by the first Named Insured. 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 or qualifies as an insured under this provision. L. FAILURE TO DISCLOSE HAZARDS AND PRIOR OCCURRENCES Under Section IV - Commercial General Liability Conditions, the following is added to Condition 6. Repre- sentations: a Your failure to disclose all hazards or prior "occurrences" existing as of the inception date of the policy shall not prejudice the coverage afforded by this policy provided such failure to disclose all hazards or prior "occurrences" is not intentional. M. KNOWLEDGE OF OCCURRENCE, OFFENSE, CLAIM OR SUIT Under Section IV - Commercial General Liability Conditions, the following is added to Condition 2. Duties In The Event of Occurrence, Offense, Claim Or Suit: Knowledge of an "occurrence", offense, claim or "suit" by an agent, servant or "employee" of any insured shall not in itself constitute knowledge of the insured unless an insured listed under Paragraph 1. of Section II -Who Is An Insured or a person who has been designated by them to receive reports of "occurrences", offenses, claims or "suits" shall have received such notice from the agent, servant or "employee". N. LIBERALIZATION CLAUSE If we revise this Commercial General Liability Extension Endorsement to provide more coverage without additional premium charge, your policy will automatically provide the coverage as of the day the revision is effective in your state. O. BODILY INJURY REDEFINED Under Section V -Definitions, Definition 3. is replaced by the following: 3. "Bodily Injury" means physical injury, sickness or disease sustained by a person. This includes mental anguish, mental injury, shock, fright or death that results from such physical injury, sick- ness or disease. © 20131-berty Mutual Insurance CG 88 10 04 13 Includes copyrighted material of Insurance Services Office,Inc.,with its permission. Page 7 of 8 P. EXTENDED PROPERTY DAMAGE �I Exclusion a. of COVERAGE A. BODILY INJURY AND PROPERTY DAMAGE LIABILITY is replaced by the following: a. Expected Or Intended Injury "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. Q. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US - WHEN REQUIRED IN A CONTRACT OR AGREEMENT WITH YOU Under Section IV - Commercial General Liability Conditions, the following is added to Condition 8. Trans- fer Of Rights Of Recovery Against Others To Us: We waive any right of recovery we may have against a person or organization because of payments we make for injury or damage arising out of your ongoing operations or "your work" done under a contract with that person or organization and included in the 'products-completed operations hazard" provided: 1. You and that person or organization have agreed in writing in a contract or agreement that you waive such rights against that person or organization; and 2. The injury or damage occurs subsequent to the execution of the written contract or written agree- ment. © 2013 Liberty Mutual Insurance CG 88 10 04 13 Includes copyrighted material of Insurance Services Office,Inc.,wlth its permission. Page 8 of 8 Policy HXLS0094838 d. Any additional insured under any policy of (b) Claim or suit by or on behalf of a "controlling underlying insurance" will governmental authority for damages automatically be an additional insured under because of testing for, monitoring, this insurance. If coverage provided to the cleaning up, removing, containing, additional insured is required by a contract or treating, detoxifying or neutralizing, or in agreement, the most we will pay on behalf of any way responding to, or assessing the the additional insured is the amount of effects of, pollutants. insurance required by the contract, less any This exclusion does not apply to the extent that amounts payable by any "controlling underlying valid "controlling underlying insurance" for the insurance". pollution liability risks described above exists Additional insured coverage provided by this or would have existed but for the exhaustion of insurance will not be broader than coverage underlying limits for "injury or damage". provided by the "controlling underlying d. Workers'Compensation And Similar Laws insurance". Any obligation of the insured under a workers' 2. Exclusions compensation, disability benefits or The following exclusions, and any other exclusions unemployment compensation law or any similar added by endorsement, apply to this Coverage Part. law. In addition, the exclusions applicable to any SECTION II —LIMITS OF INSURANCE "controlling underlying insurance" apply to this 1. The Limits of Insurance shown in the Declarations. insurance unless superseded by the following and the rules below fix the most we will pay exclusions, or superseded by any other exclusions regardless of the number of: added by endorsement to this Coverage Part. a. Insureds; Insurance provided under this Coverage Part does not apply to: b. Claims made or suits brought, or number of a. Medical Payments vehicles involved; Medical payments coverage or expenses that c. Persons or organizations making claims or P Y g p bringing suits; or are provided without regard to fault, whether or not provided by the applicable "controlling d. Limits available under any "controlling underlying insurance". underlying insurance". b. Auto 2. The Limits of Insurance of this Coverage Part will Any loss, cost or expense payable under or apply as follows: resulting from any of the following auto a. This insurance only applies in excess of the coverages: "retained limit". (1) First-party physical damage coverage; b. The Aggregate Limit is the most we will pay for 2 No-fault coverage; the sum of all "ultimate net loss", for all "injury ( ) g or damage"covered under this Coverage Part. (3) Personal injury protection or auto medical However, this Aggregate Limit only applies to payments coverage;or "injury or damage" that is subject to an (4) Uninsured or underinsured motorists aggregate limit of insurance under the coverage. "controlling underlying insurance". c. Pollution c. Subject to Paragraph 2.b. above, the Each (1) "Injury or damage" which would not have Occurrence Limit is the most we will pay for the occurred, in whole or in part, but for the sum of all "ultimate net loss" under this actual, alleged or threatened discharge, insurance because of all "injury or damage" dispersal, seepage, migration, release or arising out of any one "event". escape of pollutants at any time. d. If the Limits of Insurance of the "controlling (2) Any loss, cost or expense arising out of underlying insurance" are reduced by defense any: expenses by the terms of that policy.. any payments for defense expenses we make will (a) Request, demand, order or statutory or reduce our applicable Limits of Insurance in the regulatory requirement that any insured same manner. or others test for, monitor, clean up, remove, contain, treat, detoxify or neutralize, or in any way respond to, or assess the effects of, pollutants; or Page 2 of 5 © Insurance Services Office, Inc., 2012 100 01 0413 Insured oo y I Policy#BAS1656088758 COMMERCIAL AUTO CA 88 10 01 10 THIS ENDORSEMENT CHANGES THE POLICY, PLEASE READ IT CAREFULLY. BUSINESS AUTO COVERAGE ENHANCEMENT ENDORSEMENT This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM With respect to coverage afforded by this endorsement, the provisions of the policy apply unless modified by the endorsement. COVERAGEINDEX UBJECT PROVISION NUMBER ADDITIONAL INSURED BY CONTRACT,AGREEMENT OR PERMIT 3 ACCIDENTAL AIRBAG DEPLOYMENT 12 AMENDED DUTIES IN THE EVENT OF ACCIDENT, CLAIM, SUIT OR LOSS 18 AMENDED FELLOW EMPLOYEE EXCLUSION 5 AUDIO, VISUAL AND DATA ELECTRONIC EQUIPMENT COVERAGE 13 BROAD FORM INSURED 1 BODILY INJURY REDEFINED 21 EMPLOYEES AS INSUREDS (including employee hired auto) 2 EXTENDED CANCELLATION CONDITION 22 EXTRA EXPENSE - BROADENED COVERAGE 10 GLASS REPAIR - WAIVER OF DEDUCTIBLE 15 HIRED AUTO PHYSICAL DAMAGE(innluding employee hired auto) 6 HIRED AUTO COVERAGE TERRITORY 20 LOAN/LEASE GAP 14 PARKED AUTO COLLISION COVERAGE (WAIVER OF DEDUCTIBLE) 16 PERSONAL EFFECTS COVERAGE 11 PHYSICAL DAMAGE -ADDITIONAL TRANSPORTATION EXPENSE COVERAGE 8 RENTAL REIMBURSEMENT 9 SUPPLEMENTARY PAYMENTS 4 TOWING AND LABOR 7 UNINTENTIONAL FAILURE TO DISCLOSE HAZARDS 17 WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US 19 SECTION II -LIABILITY COVERAGE Is amended as follows: 1. BROAD FORM INSURED SECTION ll - LIABILITY COVERAGE, paragraph A.I. • WHO IS AN INSURED is amended to Include the following as an insured: d, Any legally Incorporated entity of which you own more than 50 percent of the voting stock during the policy period. However, "insured" does not include any organization that: (1) Is a partnership or joint venture; or (2) Is an Insured under any other automobile policy; or (3) Has exhausted its Limit of Insurance under any other automobile policy. Paragraph all. (2) of this provision does not apply to a policy written to apply specifically in excess of this policy. e. Any organization you newly acquire or form,other than a partnership or joint venture, of which you own more than 50 percent of the voting stock. This automatic coverage is afforded only for 180 days from the date of acquisition or formation. However, coverage under this provision does not apply: (1) If there is similar insurance or a self-insured retention plan available to that organization; 02010 Liberty Mutual Insurance Company.All rights reserved. CA 88 10 01 10 Includes copyrighted material of Insurance Services Office Inc.,with its Permission. Page 1 of 7 (2) If the Limits of Insurance of any other insurance policy have been exhausted; or (3) To "bodily injury" or "property damage" that occurred before you acquired or formed the organization. 2. EMPLOYEES AS INSUREDS SECTION II - LIABILITY COVERAGE, paragraph A.I. • WHO IS AN INSURED is amended to include the following as an insured: f. Any "employee" of yours while using a covered "auto" you do not own, hire or borrow but only for acts within the scope of their employment by you. Insurance provided by this endorse- ment is excess over any other Insurance available to any"employee". g. An "employee" of yours while operating an "auto" hired or borrowed under a written contract or agreement in that "employee's" name, with your permission, while performing duties re- lated to the conduct of your business and within the scope of their employment. Insurance provided by this endorsement is excess over any other insurance available to the "employee" 3. ADDITIONAL INSURED BY CONTRACT,AGREEMENT OR PERMIT SECTION it - LIABILITY COVERAGE, paragraph A.I. - WHO IS AN INSURED Is amended to include the following as an insured: h. Any person or organization with respect to the operation, maintenance or use of a covered "auto", provided that you and such person or organization have agreed in a written contract, agreement, or permit issued to you by governmental or public authority,to add such person,or organization,or governmental or public authority to this policy as an "insured". However,such person or organization is an "insured (1) Only with respect to the operation, maintenance or use of a covered "auto"; (2) Only for "bodily injury" or "property damage" caused by an "accident" which takes place after you executed the written contract or agreement, or the permit has been issued to you; and (3) Only for the duration of that contract,agreement or permit 4. SUPPLEMENTARY PAYMENTS SECTION II - LIABILITY COVERAGE, Coverage Extensions, 2.a. Supplementary Payments, para- graphs (2) and(4)are replaced by the following: (2) Up to $3,000 for cost of bail bonds (including bonds for related traffic violations) required because of an "accident"we cover. We do not have to furnish these bonds. (4) All reasonable expenses incurred by the insured at our request, including actual loss of earn- ings up to$500 a day because of time off from work. 5. AMENDED FELLOW EMPLOYEE EXCLUSION In those jurisdictions where, by law,fellow employees are not entitled to the protection afforded to the employer by the workers compensation exclusivity rule, or similar protection, the following provision is added: SECTION II - LIABILITY, exclusion B.S. FELLOW EMPLOYEE does not apply if the "bodily injury" results from the use of a covered "auto"you own or hire. SECTION III- PHYSICAL DAMAGE COVERAGE is amended as follows: 8. HIRED AUTO PHYSICAL DAMAGE Paragraph AA. Coverage Extensions of SECTION III - PHYSICAL DAMAGE COVERAGE,is amended by adding the following: If hired "autos" are covered "autos" for Liability Coverage, and if Comprehensive, Specified Causes of Loss or Collision coverage are provided under the Business Auto Coverage Form for any "auto" you own,then the Physical Damage coverages provided are extended to "autos": a. You hire, rent or borrow; or Q)2DlQ Liberty Mutual insurance Company.All rights reserved. CA 88 10 01 10 Includes copyrighted material of Insurance Services Office Inc.,with its Permission. Page 2 of 7 COMMERCIAL AUTO CA 88 10 01 10 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BUSINESS AUTO COVERAGE ENHANCEMENT ENDORSEMENT This endorsement modifies insurance provided under the following; BUSINESS AUTO COVERAGE FORM With respect to coverage afforded by this endorsement, the provisions of the policy apply unless modified by the endorsement. COVERAGEINDEX SUBJECT PROVISION NUMBER ADDITIONAL INSURED BY CONTRACT,AGREEMENT OR PERMIT 3 ACCIDENTAL AIRBAG DEPLOYMENT 12 AMENDED DUTIES IN THE EVENT OF ACCIDENT, CLAIM, SUIT OR LOSS 18 AMENDED FELLOW EMPLOYEE EXCLUSION 5 AUDIO, VISUAL AND DATA ELECTRONIC EQUIPMENT COVERAGE 13 BROAD FORM INSURED 1 BODILY INJURY REDEFINED 21 EMPLOYEES AS INSUREDS (including employee hired auto) 2 EXTENDED CANCELLATION CONDITION 22 EXTRA EXPENSE - BROADENED COVERAGE 10 GLASS REPAIR WAIVER OF DEDUCTIBLE 15 HIRED AUTO PHYSICAL DAMAGE(including employee hired auto) 6 HIRED AUTO COVERAGE TERRITORY 20 LOAN/LEASE GAP 14 PARKED AUTO COLLISION COVERAGE (WAIVER OF DEDUCTIBLE) 16 PERSONAL EFFECTS COVERAGE 11 PHYSICAL DAMAGE-ADDITIONAL TRANSPORTATION EXPENSE COVERAGE 8 RENTAL REIMBURSEMENT 9 SUPPLEMENTARY PAYMENTS 4 TOWING AND LABOR 7 UNINTENTIONAL FAILURE TO DISCLOSE HAZARDS 17 WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US 19 SECTION II-LIABILITY COVERAGE Is amended as follows: 1. BROAD FORM INSURED SECTION II - LIABILITY COVERAGE, paragraph A.1. • WHO IS AN INSURED is amended to include the following as an insured: d. Any legally Incorporated entity of which you own more than 50 percent of the voting stock during the policy period. However, "insured" does not include any organization that: (1) Is a partnership or joint venture; or (2) Is an Insured under any other automobile policy; or (3) Has exhausted its Limit of Insurance under any other automobile policy, Paragraph d. (2) of this provision does not apply to a policy written to apply specifically in excess of this policy. e. Any organization you newly acquire or form,other than a partnership orjoint venture, of which you own more than 50 percent of the voting stock. This automatic coverage is afforded only for 180 days from the date of acquisition or formation. However, coverage under this provision does not apply: (1) If there is similar insurance or a self-Insured retention plan available to that organization; 02010 Liberty Mutual Insurance Company.All rights reserved. CA 88 10 01 10 Includes copyrighted material of insurance Services Office Inc.,with its Permission. Page 1 of 7 (2) If the Limits of Insurance of any other insurance policy have been exhausted; or (3) To "bodily injury" or "property damage" that occurred before you acquired or formed the organization. 2. EMPLOYEES AS INSUREDS SECTION II - LIABILITY COVERAGE, paragraph AA. - WHO IS AN INSURED is amended to include the following as an insured: f. Any "employee" of yours while using a covered "auto" you do not own, hire or borrow but only for acts within the scope of their employment by you. Insurance provided by this endorse- ment is excess over any other insurance available to any "employee". g. An "employee" of yours while operating an "auto" hired or borrowed under a written contract or agreement in that "employee's" name, with your permission, while performing duties re- lated to the conduct of your business and within the scope of their employment. Insurance provided bythis endorsement is excess over any other insurance available to the "employee". 3. ADDITIONAL INSURED BY CONTRACT,AGREEMENT OR PERMIT SECTION 11 - LIABILITY COVERAGE, paragraph A.1. - WHO IS AN INSURED Is amended to include the following as an insured: It, Any person or organization with respect to the operation, maintenance or use of a covered "auto", provided that you and such person or organization have agreed in a written contract, agreement, or permit issued to you by governmental or public authority,to add such person, or organization,or governmental or public authorityto this policy as an "insured" However,such person or organization is an "insured": (1) Only with respect to the operation, maintenance or use of a covered "auto"; (2) Only for "bodily injury" or "property damage" caused by an "accident" which takes place after you executed the written contract or agreement, or the permit has been issued to you; and (3) Only forthe duration of that contract,agreement or permit 4. SUPPLEMENTARY PAYMENTS SECTION II - LIABILITY COVERAGE, Coverage Extensions, 2.a. Supplementary Payments, para- graphs (2) and(4) are replaced by the following: (2) Up to $3,000 for cost of bail bonds (including bonds for related traffic violations) required because of an "accident"we cover.We do not have to furnish these bonds. (4) All reasonable expenses incurred by the insured at our request, including actual loss of earn- ings up to$500 a day because of time off from work. 5. AMENDED FELLOW EMPLOYEE EXCLUSION In those jurisdictions where, by law,fellow employees are not entitled to the protection afforded to the employer by the workers compensation exclusivity rule, or similar protection, the following provision is added: SECTION II - LIABILITY, exclusion B.5. FELLOW EMPLOYEE does not apply if the "bodily injury" results from the use of a covered "auto" you own or hire. SECTION III- PHYSICAL DAMAGE COVERAGE is amended as follows: 5. FARED AUTO PHYSICAL DAMAGE Paragraph A.4. Coverage Extensions of SECTION III - PHYSICAL DAMAGE COVERAGE, is amended by adding the following: If hired "autos" are covered "autos" for Liability Coverage, and if Comprehensive, Specified Causes of Loss or Collision coverage are provided under the Business Auto Coverage Form for any "auto" you own,then the Physical Damage coverages provided are extended to "autos": a. You hire, rent or borrow; or m2010 Liberty Mutual Insurance Company.All rights reserved. CA 88 10 01 10 Includes copyrighted material of Insurance Services Office Inc,with its Permission. Page 2 of 7 b. Your "employee" hires or rents under a written contract or agreement in that "employee's" name, but only if the damage occurs while the vehicle is being used in the conduct of your business, subject to the following limit and deductible: A. The most we will pay for"loss" in any one "accident" or "loss" is the smallest of: (1) $50,000; or (2) The actual cash value of the damaged or stolen property as of the time of the "loss"; or (3) The cost of repairing or replacing the damaged or stolen property with other property of like kind and quality,minus a deductible. B. The deductible will be equal to the largest deductible applicable to any owned "auto" for that coverage. C. Subject to the limit, deductible and excess provisions described in this provision, we will provide coverage equal to the broadest coverage applicable to any covered "auto" you own. D. Subject to a maximum of $750 per "accident", we will also cover the actual loss of use of the hired "auto" if it results from an "accident", you are legally liable and the lessor incurs an actual financial loss. E. 'f his coverage extension does not apply to: (1) Any "auto" that is hired,rented or borrowed with a driver; or (2) Any "auto" that is hired, rented or borrowed from your "employee" For the purposes of this provision,SECTION V-DEFINITIONS is amended by adding the following: "Total loss" means a "loss" in which the cost of repairs plus the salvage value exceeds the actual cash value. 7. TOWINGANDLABOR SECTION III - PHYSICAL DAMAGE COVERAGE, paragraph A.2.Towing, is amended by the addition of the following: We will pay towing and labor costs incurred, up to the limits shown below, each time a covered "auto" classified and rated as a private passenger type, "light truck" or "medium truck" is dis- abled: a. For private passenger type vehicles,we will pay up to$50 per disablement. b. For "light trucks", we will pay up to $50 per disablement. "Light trucks" are trucks that have a gross vehicle weight(GVW) of 10,000 pounds or less. c. For "medium trucks" ,we will pay up to$150 per disablement. "Medium trucks" are trucks that have a gross vehicle weight(GVW)of 10,001 -20,000 pounds. However,the labor must be performed at the place of disablement. B. PHYSICAL DAMAGE-ADDITIONAL TRANSPORTATION EXPENSE COVERAGE Paragraph AA.a., Coverage Extension of SECTION III - PHYSICAL DAMAGE COVERAGE, is amend- ed to provide a limit of$50 per day and a maximum limit of$1,500 02010 Liberty Mutual insurance Company.All rights reserved. CA 88 10 01 10 Includes copyrighted material of Insurance Services Office Inc.,with its Permission. Page 3 of 7 b. Your "employee" hires or rents under a written contract or agreement in that "employee's" name, but only if the damage occurs while the vehicle is being used in the conduct of your business, subject to the following limit and deductible: A. The most we will pay for"loss" in any one "accident"or "loss" is the smallest of: (1) $50,000; or (2) The actual cash value of the damaged or stolen property as of the time of the "loss"; or (3) The cost of repairing or replacing the damaged or stolen property with other property of like kind and quality, minus a deductible. B. The deductible will be equal to the largest deductible applicable to any owned "auto" for that coverage. C. Subject to the limit, deductible and excess provisions described in this provision, we will provide coverage equal to the broadest coverage applicable to any covered "auto" you own. D. Subject to a maximum of$750 per "accident", we will also cover the actual loss of use of the hired "auto" if it results from an "accident", you are legally liable and the lessor incurs an actual financial loss. E. This coverage extension does not apply to: (1) Any "auto"that is hired,rented or borrowed with a driver; or (2) Any "auto"that is hired,rented or borrowed from your "employee" For the purposes of this provision, SECTION V-DEFINITIONS is amended by adding the following: "Total loss" means a "loss" in which the cost of repairs plus the salvage value exceeds the actual cash value. 7. TOWING AND LABOR SECTION III - PHYSICAL DAMAGE COVERAGE, paragraph A.2. Towing, is amended by the addition of the following: We will pay towing and labor costs incurred, up to the limits shown below, each time a covered "auto" classified and rated as a private passenger type, "light truck" or "medium truck" is dis- abled: a. For private passenger type vehicles,we will pay up to$50 per disablement. b. For "light trucks", we will pay up to $50 per disablement. "Light trucks" are trucks that have a gross vehicle weight(GVW)of 10,000 pounds or less. c. For "medium trucks" ,we will pay up to$150 per disablement. "Medium trucks" are trucks that have a gross vehicle weight(GVW)of 10,001 -20,000 pounds. However,the labor must be performed at the place of disablement. 8. PHYSICAL DAMAGE-ADDITIONAL TRANSPORTATION EXPENSE COVERAGE Paragraph A.4.a., Coverage Extension of SECTION III - PHYSICAL DAMAGE COVERAGE, is amend- ed to provide a limit of$50 per day and a maximum limit of$1,500 02010 Liberty Mutual Insurance Company.Alt rights reserved. CA 88 10 01 10 Includes copyrighted material of Insurance Services Office Inc.,with its Permission. Page 3 of 7 COMMERCIAL AUTO CA88100110 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BUSINESS AUTO COVERAGE ENHANCEMENT ENDORSEMENT This endorsement modifies insurance provided under the following. BUSINESS AUTO COVERAGE FORM With respect to coverage afforded by this endorsement, the provisions of the policy apply unless modified by the endorsement. COVERAGEINDEX SUBJECT PROVISION NUMBER ADDITIONAL INSURED BY CONTRACT,AGREEMENT OR PERMIT 3 ACCIDENTAL AIRBAG DEPLOYMENT 12 AMENDED DUTIES IN THE EVENT OF ACCIDENT, CLAIM, SUIT OR LOSS 18 AMENDED FELLOW EMPLOYEE EXCLUSION 5 AUDIO, VISUAL AND DATA ELECTRONIC EQUIPMENT COVERAGE 13 BROAD FORM INSURED 1 BODILY INJURY REDEFINED 21 EMPLOYEES AS INSUREDS (including employee hired auto) 2 EXTENDED CANCELLATION CONDITION 22 EXTRA EXPENSE - BROADENED COVERAGE 10 GLASS REPAIR - WAIVER OF DEDUCTIBLE 15 HIRED AUTO PHYSICAL DAMAGE(including employee hired auto) 6 HIRED AUTO COVERAGE TERRITORY 20 LOAN / LEASE GAP 14 PARKED AUTO COLLISION COVERAGE (WAIVER OF DEDUCTIBLE) 16 PERSONAL EFFECTS COVERAGE 11 PHYSICAL DAMAGE -ADDITIONAL TRANSPORTATION EXPENSE COVERAGE 8 RENTAL REIMBURSEMENT 9 SUPPLEMENTARY PAYMENTS 4 TOWING AND LABOR 7 UNINTENTIONAL FAILURE TO DISCLOSE HAZARDS 17 WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US 19 SECTION 11-LIABILITY COVERAGE Is amended as follows: 1. BROAD FORM INSURED SECTION ll - LIABILITY COVERAGE, paragraph A.I. • WHO IS AN INSURED Is amended to Include the following as an insured: d. Any legally Incorporated entity of which you own more than 50 percent of the voting stock during the policy period. However, "insured"does not include any organization that: (1) Is a partnership or joint venture; or (2) is an Insured under any other automobile policy; or (3) Has exhausted its Limit of Insurance under any other automobile policy. Paragraph d. (2) of this provision does not apply to a policy written to apply specifically in excess of this policy. e. Any organization you newly acquire or form,other than a partnership or joint venture, of which you own more than 50 percent of the voting stock. This automatic coverage is afforded only for 180 days from the date of acquisition or formation. However, coverage under this provision does not apply: (1) If there is similar insurance or a self-insured retention plan available to that organization; 02010 Liberty Mutual Insurance Company.All rights reserved. CA 88 10 01 10 Includes copyrighted material of Insurance Services Office Inc.,with its Permission. Page f Of 7 (2) If the Limits of Insurance of any other insurance policy have been exhausted; or (3) To "bodily injury" or "property damage" that occurred before you acquired or formed the organization. 2. EMPLOYEES AS INSUREDS SECTION 11 - LIABILITY COVERAGE, paragraph A.1. . WHO IS AN INSURED is amended to include the following as an insured: f. Any "employee" of yours while using a covered "auto" you do not own, hire or borrow but only for acts within the scope of their employment by you. Insurance provided by this endorse- ment is excess over any other insurance available to any "employee". g. An "employee" of yours while operating an "auto' hired or borrowed under a written contract or agreement in that "employee's" name, with your permission, while performing duties re- lated to the conduct of your business and within the scope of their employment. Insurance provided by this endorsement Is excess over any other insurance available to the "employee". 3. ADDITIONAL INSURED BY CONTRACT,AGREEMENT OR PERMIT SECTION it - LIABILITY COVERAGE, paragraph A.I. - WHO IS AN INSURED Is amended to include the fol lowing as an insured: h. Any person or organization with respect to the operation, maintenance or use of a covered "auto", provided that you and such person or organization have agreed in a written contract, agreement, or permit issued to you by governmental or public authority, to add such person, or organization, or governmental or public authority to this policy as an "insured". However,such person or organization is an "insured" (1) Only with respect to the operation, maintenance or use of a covered "auto'; (2) Only for "bodily injury" or "property damage" caused by an "accident" which takes place after you executed the written contract or agreement, or the permit has been issued to you; and (3) Only for the duration of that contract,agreement or permit 4. SUPPLEMENTARY PAYMENTS SECTION II - LIABILITY COVERAGE, Coverage Extensions, 2.a. Supplementary Payments, para- graphs (2) and(4)are replaced bythe following: (2) Up to $3,000 for cost of bail bonds (including bonds for related traffic violations) required because of an "accident" we cover.We do not have to furnish these bonds. (4) All reasonable expenses incurred by the insured at our request, including actual loss of earn- ings up to$500 a day because of time off from work. S. AMENDED FELLOW EMPLOYEE EXCLUSION In those jurisdictions where, by law,fellow employees are not entitled to the protection afforded to the employer by the workers compensation exclusivity rule, or similar protection, the following provision is added: SECTION II - LIABILITY, exclusion B.S. FELLOW EMPLOYEE does not apply if the "bodily injury" results from the use of a covered "auto"you own or hire, SECTION III- PHYSICAL DAMAGE COVERAGE is amended as follows: 6. HIRED AUTO PHYSICAL DAMAGE Paragraph A.4. Coverage Extensions of SECTION III - PHYSICAL DAMAGE COVERAGE, is amended by adding the following: If hired "autos" are covered "autos" for Liability Coverage, and if Comprehensive, Specified Causes of Loss or Coliir;ion coverage are provided under the Business Auto Coverage Form for any "auto" you own,then the Physical Damage coverages provided are extended to "autos": a. You hire, rent or borrow; or m2010 Liberty Mutual Insurance Company.All rights reserved. CA 88 10 01 10 Includes copyrighted material of Insurance Services Office Inc.,with its Permission. Page 2 of 7 b. Your "employee" hires or rents under a written contract or agreement in that "employee's" name, but only if the damage occurs while the vehicle is being used in the conduct of your business, subject to the following limit and deductible: A. The most we will pay for "loss" in any one "accident" or "loss" is the smallest of: (1) $50,000; or (2) The actual cash value of the damaged or stolen property as of the time of the "loss"; or (3) The cost of repairing or replacing the damaged or stolen property with other property of like kind and quality,minus a deductible. B. The deductible will be equal to the largest deductible applicable to any owned "auto" for that coverage. C. Subject to the limit, deductible and excess provisions described in this provision, we will provide coverage equal to the broadest coverage applicable to any covered "auto" you own. D. Subject to a maximum of$750 per "accident", we will also cover the actual loss of use of the hired "auto" if it results from an "accident", you are legally liable and the lessor incurs an actual financial loss. E. This coverage extension does not apply to: (1) Any "auto"that is hired, rented or borrowed with a driver; or (2) Any "auto" that is hired, rented or borrowed from your "employee For the purposes of this provision, SECTION V-DEFINITIONS is amended by adding the following: "Total loss" means a "loss" in which the cost of repairs plus the salvage value exceeds the actual cash value. 7- 1 OWING AND LABOR SECTION III - PHYSICAL DAMAGE COVERAGE, paragraph A.2. Towing, is amended by the addition of the following: We will pay towing and labor costs incurred, up to the limits shown below, each time a covered "auto" classified and rated as a private passenger type, "light truck" or "medium truck" is dis- abled: a. For private passenger type vehicles,we will pay up to$50 per disablement, b. For "light trucks", we will pay up to $50 per disablement. "Light trucks" are trucks that have a gross vehicle weight (GVW)of 10,000 pounds or less. c. For "medium trucks" ,we will pay up to $150 per disablement. "Medium trucks" are trucks that have a gross vehicle weight(GVW)of 10,001 -20,000 pounds. However,the labor must be performed at the place of disablement. 8. PHYSICAL DAMAGE-ADDITIONAL TRANSPORTATION EXPENSE COVERAGE Paragraph A.4,a., Coverage Extension of SECTION III - PHYSICAL DAMAGE COVERAGE, is amend- ed to provide a limit of$50 per day and a maximum limit of$1,500 ©2010 Liberty Mutual Insurance Company.All rights reserved. CA 88 10 01 10 Includes copyrighted material of Insurance services Office Inc.,with its Permission. Page 3 of 7 9. RENTAL REIMBURSEMENT SECTION III - PHYSICAL DAMAGE COVERAGE,A.COVERAGE,is amended by adding the following: a. We will pay up to$75 per day for rental reimbursement expenses incurred by you for the rental of an "auto" because of "accident" or "loss", to an "auto" for which we also pay a "loss" under Comprehensive, Specified Causes of Loss or Collision Coverages. We will pay only for those expenses incurred after the first 24 hours following the "accident" or "loss" to the covered "auto." b, Rental Reimbursement will be based on the rental of a comparable vehicle, which in many cases may be substantially less than $75 per day, and will only be allowed for the period of time it should take to repair or replace the vehicle with reasonable speed and similar quality, up to a maximum of 30 days. c. We will also pay up to$500 for reasonable and necessary expenses incurred by you to remove and replace your tools and equipment from the covered "auto". d. This coverage does not apply unless you have a business necessity that other "autos" avail- able for your use and operation cannot fill. e. If "loss" results from the total theft of a covered "auto" of the private passenger type, we will pay under this coverage only that amount of your rental reimbursement expenses which is not already provided under Paragraph 4.Coverage Extension. f. No deductible applies to this coverage. For the purposes of this endorsement provision, materials and equipment do not include "personal effects" as defined in provision 11. 10. EXTRA EXPENSE-BROADENED COVERAGE Under SECTION III- PHYSICAL DAMAGE COVERAGE,A.COVERAGE,we will pay for the expense of returning a stolen covered "auto" to you. The maximum amount we will pay is$1,000. 11. PERSONAL EFFECTS COVERAGE A. SECTION III - PHYSICAL DAMAGE COVERAGE, A. COVERAGE, is amended by adding the following: If you have purchased Comprehensive Coverage on this policy for an "auto' you own and that "auto" is stolen, we will pay, without application of a deductible, up to $600 for "personal effects" stolen with the "auto." The insurance provided under this provision is excess over any other collectible insurance. B. SECTION V-DEFINITIONS is amended by adding the following: For the purposes of this provision, "personal effects" mean tangible property that is worn or carried by an Insured." "Personal effects" does not include tools, equipment,jewelry, money or securities, 12. ACCIDENTAL AIRBAG DEPLOYMENT SECTION III - PHYSICAL DAMAGE COVERAGE, S. EXCLUSIONS is amended by adding the follow- ing: If you have purchased Comprehensive or Collision Coverage under this policy, the exclusion for "loss" relating to mechanical breakdown does not apply to the accidental discharge of an airbag. Any insurance we provide shall be excess over any other collectible insurance or reimbursement by manufacturer's warranty. However, we agree to pay any deductible applicable to the other cov- erage or warranty. 13. AUDIO,VISUAL AND DATA ELECTRONIC EQUIPMENT COVERAGE SECTION III - PHYSICAL DAMAGE COVERAGE, B. EXCLUSIONS, exception paragraph a. to exclu- sions4.c.and 4.d. is deleted and replaced with the following; ®2010 Liberty Mutual Insurance Company.All rights reserved. CA 88 10 01 10 Includes copyrighted material of Insurance Services Office Inc.,with its Permission. Page 4 of 7 g. RENTAL REIMBURSEMENT SECTION III - PHYSICAL DAMAGE COVERAGE,A.COVERAGE,is amended by adding the following: a. We will pay up to$75 per day for rental reimbursement expenses incurred by you for the rental of an "auto" because of "accident" or "loss", to an "auto" for which we also pay a "loss" under Comprehensive, Specified Causes of Loss or Collision Coverages. We will pay only for those expenses incurred after the first 24 hours following the "accident" or "loss" to the covered "auto." b, Rental Reimbursement will be based on the rental of a comparable vehicle, which in many cases may be substantially less than $75 per day, and will only be allowed for the period of time itshould take to repair or replace the vehicle with reasonable speed and similar quality, up to a maximum of 30 days. c. We will also pay up to$500 for reasonable and necessary expenses incurred by you to remove and replace your tools and equipment from the covered "auto". d. This coverage does not apply unless you have a business necessity that other "autos" avail- able for your use and operation cannot fill, e. If "loss" results from the total theft of a covered "auto" of the private passenger type,we will pay under this coverage only that amount of your rental reimbursement expenses which is not already provided under Paragraph 4.Coverage Extension. f. No deductible applies to this coverage. For the purposes of this endorsement provision, materials and equipment do not Include "personal effects" as defined in provision 11. 10. EXTRA EXPENSE-BROADENED COVERAGE Under SECTION III- PHYSICAL DAMAGE COVERAGE,A. COVERAGE,we will pay for the expense of returning a stolen covered "auto" to you. The maximum amount we will pay is$1,000. 11. PERSONAL EFFECTS COVERAGE A. SECTION III - PHYSICAL DAMAGE COVERAGE, A. COVERAGE, is amended by adding the following: If you have purchased Comprehensive Coverage on this policy for an "auto" you own and that "auto" is stolen, we will pay, without application of a deductible, up to $600 for "personal effects" stolen with the "auto." The insurance provided under this provision is excess over any other collectible insurance. B. SECTION V- DEFINITIONS Is amended by adding the following: For the purposes of this provision, "personal effects" mean tangible property that is worn or carried by an insured." "Personal effects" does not include tools, equipment,jewelry, money or securities. 12. ACCIDENTAL AIRBAG DEPLOYMENT SECTION III - PHYSICAL DAMAGE COVERAGE, S. EXCLUSIONS is amended by adding the follow- ing: If you have purchased Comprehensive or Collision Coverage under this policy, the exclusion for "loss" relating to mechanical breakdown does not apply to the accidental discharge of an airbag. Any insurance we provide shall be excess over any other collectible insurance or reimbursement by manufacturer's warranty. However, we agree to pay any deductible applicable to the other cov- erage or warranty. 13. AUDIO,VISUAL AND DATA ELECTRONIC EQUIPMENT COVERAGE SECTION III - PHYSICAL DAMAGE COVERAGE, B. EXCLUSIONS, exception paragraph a. to exclu- sions 4.c. and 4.d. is deleted and replaced with the following: 02010 Liberty Mutual Insurance Cam an .All rights reserved. CA 88 10 01 10 Includes copyrighted material of Insurance Services Office Inc.,with its Permission. Page 4 of 7 Exclusion 4.c.and 4.d.do not apply to: a. Electronic equipment that receives or transmits audio, visual or data signals, whether or not designed solely for the reproduction of sound, if the equipment is permanently installed in the covered "auto' at the time of the "loss" and such equipment is designed to be solely operated by use of the power from the "auto's" electrical system, in or upon the covered "auto" and physical damage coverages are provided for the covered "auto"; or If the "loss" occurs solely to audio, visual or data electronic equipment or accessories used with this equipment,then our obligation to pay for, repair, return or replace damaged or stolen property will be reduced by a $100 deductible 14. LOAN/LEASE GAP COVERAGE A. Paragraph C., LIMIT OF INSURANCE of SECTION III - PHYSICAL DAMAGE COVERAGE is amended by adding the following: The most we will pay for a "total loss" to a covered "auto" owned by or leased to you in any one "accident" is the greater of the: 1. Balance due under the terms of the loan or lease to which the damaged covered "auto" is subject at the time of the "loss" less the amount of: a. Overdue payments and financial penalties associated with those payments as of the date of the "loss", b. Financial penalties imposed under a lease due to high mileage, excessive use or ab- normal wear and tear, c. Costs for extended warranties, Credit Life Insurance, Health, Accident or Disability Insurance purchased with the loan or lease, d. Transferor rollover balances from previous loans or leases, e. Final payment due under a "Balloon Loan", f. The dollar amount of any unrepaired damage which occurred prior to the 'total loss" of a covered "auto", g. Security deposits not refunded by a lessor, h. All refunds payable or paid to you as a result of the early termination of a lease agreement or as a result of the early termination of any warranty or extended service agreement on a covered "auto", I. Any amount representing taxes, j. Loan or lease termination fees; or 2. The actual cash value of the damage or stolen property as of the time of the "loss". An adjustment for depreciation and physical condition will be made in determining the actual cash value at the time of the "loss". This adjustment is not applicable in Texas. B. ADDITIONAL CONDITIONS This coverage applies only to the original loan for which the covered "auto" that incurred the loss serves as collateral, or lease written on the covered "auto" that incurred the loss. C. SECTION V- DEFINTIONS Is changed by adding the following: As used in this endorsement provision,the following definitions apply: "Total loss" means a 'loss" in which the cost of repairs plus the salvage value exceeds the actual cash value. A "balloon loan" is one with periodic payments that are insufficient to repay the balance over the term of the loan,thereby requiring a large final payment. @2010 Liberty Mutual Insurance company.All rights reserved. CA 88 10 01 10 Includes copyrighted material of Insurance Services Office Inc.,with its Permission. Page 5 of 7 15. GLASS REPAIR-WAIVER OF DEDUCTIBLE Paragraph D. Deductible of SECTION Ili - PHYSICAL DAMAGE COVERAGE is amended by the addition of the following: No deductible applies to glass damage If the glass is repaired rather than replaced. 16. PARKED AUTO COLLISION COVERAGE(WAIVER OF DEDUCTIBLE) Paragraph D. Deductible of SECTION IF - PHYSICAL DAMAGE COVERAGE is amended by the addition of the following: The deductible does not apply to "loss" caused by collision to such covered "auto" of the private passenger type or light weight truck with a gross vehicle weight of 10,0001bs. or less as deflned by the manufacturer as maximum loaded weight the "auto" Is designed to carry while it Is: a. In the charge of an "insured'; b. Legally parked; and c. Unoccupied. The "loss" must be reported to the police authorities within 24 hours of known damage. The total amount of the damage to the covered "auto" must exceed the deductible shown in the Declarations. This provision does not apply to any "loss" if the covered "auto" is In the charge of any person or organization engaged in the automobile business. SECTION IV-BUSINESS AUTO CONDITIONS is amended as follows: 17. UNINTENTIONAL FAILURE TO DISCLOSE HAZARDS SECTION IV-BUSINESS AUTO CONDITIONS, Paragraph B.2. Is amended by adding the following: If you unintentionally fail to disclose any hazards, exposures or material facts existing as of the inception date or renewal date of the Business Auto Coverage Form, the coverage afforded by this policy will not be prejudiced. However, you must report the undisclosed hazard of exposure as soon as practicable after Its discovery,and we have the right to collect additional premium for any such hazard or exposure, 18. AMENDED DUTIES IN THE EVENT OF ACCIDENT,CLAIM.SUIT, OR LOSS SECTION IV - BUSINESS AUTO CONDITIONS, paragraph A.2.a. is replaced in its entirety by the following: a. In the event of "accident", claim, "suit" or "loss", you must promptly notify us when it is known to: 1. You, if you are an individual; 2. A partner,if you are a partnership; 3. Member, if you are a limited liability company; 4. An executive officer or the "employee" designated by the Named Insured to give such notice, if you area corporation, To the extent possible, notice to us should include: (1) How,when and where the "accident" or"loss" took place; (2) The "insureds" name and address; and (3) The names and addresses of any injured persons and witnesses. 19. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US SECTION IV - BUSINESS AUTO CONDITIONS, paragraph A.5., Transfer of Rights of Recovery Against Others to Us, is amended by the addition of the following: If the person or organization has waived those rights before an "accident" or "loss", our rights are waived also. P2010 Liberty Mutual Insurance Company.All rights reserved. CA 88 10 01 10 Includes copyrighted material of insurance Services Office Inc.,with its Permission. Page 6 of 7 20. HIRED AUTO COVERAGE TERRITORY SECTION IV- BUSINESS AUTO CONDITIONS, paragraph BJ-, Policy Period,Coverage Territory, is amended by the addition of the following: f. For "autos" hired 30 days or lass,the coverage territory is anywhere in the world, provided that the insured's responsibility to pay for damages is determined in a "suit", on the merits, in the United States, the territories and possessions of the United States of America, Puerto Rico or Canada or in a settlement we agree to. This extension of coverage does not apply to an "auto" hired, leased, rented or borrowed with a driver. SECTION V-DEFINITIONS is amended as follows: 21. BODILY INJURY REDEFINED Under SECTION V-DEFINTIONS,definition C. is replaced by the following: "Bodily injury" means physical injury, sickness or disease sustained by a person, including mental anguish, mental injury,shock,fright or death resulting from any of these at anytime. COMMMON POLICY CONDITIONS 22. EXTENDED CANCELLATION CONDITION COMMON POLICY CONDITIONS, paragraph A. CANCELLATION condition applies except as fok lows: If we cancel for any reason other than nonpayment of premium, we will mail to the first Named Insured written notice of cancellation at least 60 days before the effective date of cancellation.This provision does not apply in those states which require more than 60 days prior notice of cancella- tion. 02010 Liberty Mutual Insurance Company.All rights reserved. CA 881001 10 Includes copyrighted material of Insurance Services office Inc.,with its Permission. Page 7 of 7 COMMERCIAL AUTO CA 99 03 03 06 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY, AUTO MEDICAL PAYMENTS COVERAGE This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM GARAGE COVERAGE FORM MOTOR CARRIER COVERAGE FORM TRUCKERS COVERAGE FORM With respect to coverage provided by this en- 3. "Bodily injury" sustained by any "fam- dorsement, the provisions of the Coverage Form ily member" while "occupying" or apply unless modified by the endorsement, struck by any vehicle (other than a cov- ered "'auto") owned by or furnished or g available for the regular use of any We will pay reasonable expenses incurred "family member". for necessary medical and funeral services 4. "Bodily injury" to your "employee" to or for an "insured" who sustains "bodily arising out of and in the course of em- injury" caused by "accident". We will pay ployment by you. However, we will cov- only those expenses incurred, for services er "bodily injury" to your domestic rendered within three years from the date of "employees" if not entitled to workers' the "accident". compensation benefits. For the pur- B. Who Is An Insured poses of this endorsement, a domestic 1. You while "occupying" or, while a pe- "employee" is a person engaged In destrian, when struck by any "auto". household or domestic work performed you are an individual, an "family principally in connection with a r'esi- 2. If Y Y y dence premises. member" while "occupying" or, while a 5a "Bodily Injury" to an "insured" while pedestrian, when struck by any ' auto working in a business of selling, servic- 3. Anyone else "occupying" a covered ing, repairing or parking "autos" unless "auto" or a temporary substitute for a that business Is yours. covered "auto". The covered "auto"must be out of service because of Its 6 "Bodily injury" arising directly or in- breakdown, repair, servicing, loss or de- directly i of: nj struction. a. War, including undeclared or civil C. Exclusions war; This insurance does not apply to any of the b. Warlike action by a military force, following: including action in hindering or de- fending against an actual or expect- 1. "Bodily injury" sustained by an "in- ed attack, by any government, sov- sured" while "occupying" a vehicle lo- ereign or other authority using cated for use as a premises, military personnel or other agents; 2. "Bodily Injury" sustained by you or any or "family member" while "occupying" or c. Insurrection, rebellion, revolution, struck by any vehicle (other than a cov- usurped power, or action taken by ered "auto") owned by you or furnished governmental authority in hindering or available for your regular use. or defending against any of these. CA 99 03 03 06 @ISO Properties, Inc.,2005 Page 1 of 2 7. "Bodily Injury" to anyone using a ve- E. Changes In Conditions hicle without a reasonable belief that The Conditions are changed for Auto Medi- the person is entitled to do so, cal Payments Coverage as follows: 8. "Bodily Injury" sustained by an "in- 9. The Transfer Of Rights Of Recovery sured" while "occupying" any covered Against Others To Us Condition does "auto" while used in any professional not apply. racing or demolition contest or stunting activity, or while practicing for such 2. The reference in Other Insurance in the contest or activity. This insurance also Business Auto and Garage Coverage does not apply to any "bodily injury" Forms and Other Insurance - Primary sustained by an "insured" while the And Excess Insurance Provision in the "auto" is being prepared for such a Truckers and Motor Carrier Coverage contest or activity. Forms to "other collectible insurance" D. Limit Of Insurance applies only to other collectible auto medical payments insurance. Regardless of the number of covered F. Additional Definitions "autos", "insureds", premiums paid, claims made or vehicles involved in the "accident", As used in this endorsement: the most we will pay for "bodily injury" for 1, "Family member" means a person re- each "insured" injured in any one "acci- lated to you by blood, marriage or dent" is the Limit Of Insurance for Auto adoption who is a resident of your Medical Payments Coverage shown in the household, including a ward or foster Declarations. child. No one will be entitled to receive duplicate 2. "Occupying" means in, upon, getting in, payments for the same elements of "loss" on, out or off. under this coverage and any Liability Cov- erage Form, Uninsured Motorists Coverage endorsement or Underinsured Motorists Coverage endorsement attached to this Cov- erage Part, CA 99 03 03 06 ®ISO Properties, Inc., 2005 Page 2 of 2 (CENT SPECIAL PROVISIONS TABLE OF CONTENTS PAGE DIVISION 1 GENERAL REQUIREMENTS ..................................... 1-1 1-01 Definitions and Terms...................................................... 1-1 1 -02 Bid Procedures and Conditions.......................................... 1-2 1 -03 Award and Execution of Contract....................................... 1-5 1 -04 Scope of the Work .......................................................... 1-6 1 -05 Control of Work ........................................................... ... 1-8 1-06 Control of Material .......................................................... 1-15 1-07 Legal Relations and Responsibilities to the Public................. 1-18 1-08 Prosecution and Progress ................................................. 1-22 1-09 Measurement and Payment .............................................. 1-27 1-10 Temporary Traffic Control ................................................ 1-29 DIVISION 2 EARTHWORK.......................................................... 2-1 2-02 Removal of Structures and Obstructions............................. 2-1 2-03 Roadway Excavation and Embankment .............................. 2-3 2-07 Watering ....................................................................... 2-3 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 5-04 Hot Mix Asphalt ..................... ........................................ 5-1 DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS AND CONDUITS............... 7-1 7-04 Storm Sewers ................................................................ 7-1 7-05 Manholes, Inlets, Catch Basins, and Drywells...................... 7-2 7-08 General Pipe Installation Requirements .............................. 7-5 7-09 Water Mains................................................................... 7-10 7-12 Valves for Water Mains .................................................... 7-15 7-15 Service Connections ........................................................ 7-17 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 ...................................... 8-12 8-14 Cement Concrete Sidewalks ............................................. 8-12 8-20 Illumination, Traffic Signal Systems, and Electrical .............. 8-14 8-28 Pothole Utilities .............................................................. 8-15 8-32 Undergrounding of Electrical Facilities ................................ 8-16. 640 Zone Pressure Reducing Valve Stations/Langholz March 11, 2015 Project Number: 10-3025 KENT SPECIAL PROVISIONS TABLE OF CONTENTS PAGE DIVISION 9 MATERIALS............................................................ 9-1 9-03 Aggregates .................................................................... 9-1 9-14 Erosion Control and Roadside Planting ............................... 9-2 9-30 Water Distribution Materials ............................................. 9-10 KENT STANDARD PLANS ................................................................. A-1 WSDOT STANDARD PLANS.............................................................. A-2 TRAFFIC CONTROL PLANS .............................................................. A-3 NEW WATER MAIN CONNECTION PROCEDURES.............................. A-4 PREVAILING WAGE RATES.............................................................. A-5 640 Zone Pressure Reducing Valve Stations/Langholz March 11, 2015 Project Number: 10-3025 E T SPECIAL PROVISIONS The following Kent Special Provisions ("Kent Special Provisions") modify and supersede any conflicting provisions of the 2014 Standard Specifications for Road, Bridge, and Municipal Construction, as prepared by the Washington State Department of Transportation and the Washington State Chapter of the American Public Works Association, including all published amendments issued by those organizations ("WSDOT Standard Specifications"). Otherwise all provisions of the WSDOT Standard Specifications shall apply. All references in the WSDOT Standard Specifications to the State of Washington, its various departments or directors, or to the contracting agency, shall be revised appropriately to include the City and/or City Engineer, except for references to State statutes or regulations. Finally, all of these documents are a part of this contract. Each specification contains all current specifications applicable to the particular work and may include references which do not apply to this particular project. DIVISION 1 - GENERAL REQUIREMENTS 1-01 DEFINITIONS AND TERMS SECTION 1-01.1 IS SUPPLEMENTED BYADD/NG THE FOLLOWING: 1-01.1 General When these Kent Special Provisions make reference to a "Section," for example, "in accordance with Section 1-01," the reference is to the WSDOT Standard Specifications as modified by these Kent Special Provisions. SECTION 1-01.2(2) IS SUPPLEMENTED BYADD/NG THE FOLLOWING: 1-01.2(2) Items of Work and Units of Measurement EA Each Eq. Adj. Equitable Adjustment FA Force Account HR Hour M GAL Thousand gallons NIC Not In Contract SF Square Feet SECTION 1-01.3, "CONTRACT"DEFINITION, IS DELETED AND REPLACED WITH THE FOLLOWING: 1-01.3 Definitions Contract The written agreement between the Contracting Agency and the Contractor. It describes, among other things: 640 Zone Pressure Reducing Valve Stations/Langholz 1 - 1 March 11, 2015 '.. Project Number: 10-3025 '.. 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"). 640 Zone Pressure Reducing Valve Stations/Langholz 1 - 2 March 11, 2015 Project Number: 10-3025 SECTION 1-02.2 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.2 Plans and Specifications j Upon awarding the Contract, the City shall supply to the Contractor, for its own use, five (5) copies of the plans and specifications. Additional copies can be purchased from the City at the price specified by the City or in the Invitation to Bid. SECTION 1-02.5 IS DELETED AND REPLACED WITH THE FOLLOWING. 1-02.5 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. 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 640 Zone Pressure Reducing Valve Stations/Langholz 1 - 3 March 11, 2015 Project Number: 10-3025 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 ONLYAPPLIES 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 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 prequalified when so required. 640 Zone Pressure Reducing Valve Stations/Langholz 1 - 4 March 11, 2015 Project Number: 10-3025 SECTION 1-02. 14 IS REVISED BY DELETING ITEM 3 AND REPLACING WITH THE FOLLOWING: 1-02.14 Disqualification of Bidders 3. The bidder is not qualified for the work or to the full extent of the bid. 1-03 AWARD AND EXECUTION OF CONTRACT SECTION 1-03.1 IS REVISED BY INSERTING THE FOLLOWING PARAGRAPH AFTER THE SECOND PARAGRAPH IN THAT SECTION: 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 "45 CALENDAR DAYS" WITH "60 CALENDAR DAYS"RELATING TO CONTRACT AWARD OR BID REJECTION. 1-03.2 Award of Contract SECTION 1-03.3 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-03.3 Execution of Contract The form of contract that the successful bidder, as the Contractor, will be required to execute, and the forms and the amount of surety bonds that it will be required to furnish at the time of execution of the contract are included in the bid documents and should be carefully examined. The contract and the Surety Bonds will be executed in two (2) original counterparts. Within 10 calendar days after the award date, the successful bidder shall return the signed City prepared contract, insurance certification as required by the contract, and a satisfactory bond as required by law and Section 1-03.4 of the WSDOT Standard Specifications. If the successful bidder fails to provide these documents within this 10-day period, the City may, at its sole discretion, reduce the time for completion of the contract work by one working day for each calendar day after this 10-day period that the successful bidder fails to provide all required documents. Until the City executes a contract, no proposal shall bind the City nor shall any work begin within the project limits or within City-furnished sites. The Contractor shall bear all risks for any work begun outside 640 Zone Pressure Reducing Valve Stations/Langholz . 1 - 5 March 11, 2015 Project Number: 10-3025 such areas and for any materials ordered before the contract is executed by the City. No claim for delay shall be granted to the Contractor due to its failure to submit the required documents to the City in accordance with the schedule provided in these Kent Special Provisions. SECTION 1-03.7 IS DELETED AND REPLACED WITH THE FOLLOWING. 1-03.7 Judicial Review Any decision made by the City regarding the award and execution of the contract or bid rejection shall be conclusive subject to the scope of judicial review permitted under Washington State Law. Such review, if any, shall be timely filed in the King County Superior Court, located in Kent, Washington. 1-04 SCOPE OF THE WORK SECTION 1-04.1(2) IS DELETED AND REPLACED WITH THE FOLLOWING; 1-04.1 (2) Bid Items Not Included in the Proposal The Contractor shall include all costs of doing the work within the bid item prices. If the contract plans, contract provisions, addenda, or any other part of the contract require work that has no bid item price in the proposal form, the entire cost of labor and materials required to perform that work shall be incidental and included with the bid item prices in the contract. SECTION 1-04.2 IS SUPPLEMENTED BY ADDING THE WORDS, "KENT SPECIAL PROVISIONS, KENT STANDARD PLANS"FOLLOWING THE WORDS, "CONTRACT PROVISIONS" IN THE FIRST SENTENCE OF THE FIRST PARAGRAPH. SECTION 1-04.2 IS REVISED BY DELETING ITEMS 1 THROUGH 7 IN THE SECOND PARAGRAPH AND REPLACING WITH THE FOLLOWING B ITEMS: 1-04.2 Coordination of Contract Documents, Plans, Special Provisions, Specifications, and Addenda 1 . Approved Change Orders 2. The Contract Agreement 3. Kent Special Provisions 4. Contract Plans 5. Amendments to WSDOT Standard Specifications 6. WSDOT Standard Specifications 7. Kent Standard Plans S. WSDOT Standard Plans SECTION 1-04.4 IS REVISED BY DELETING THE THIRD PARAGRAPH (INCLUDING SUBPARAGRAPHS A AND B). 640 Zone Pressure Reducing Valve Stations/Langholz 1 - 6 March 11, 2015 Project Number: 10-3025 I SECTION 1-04.4 IS REVISED BY DELETING THE FIFTH PARAGRAPH AND REPLACING IT WITH THE FOLLOWING: 1-04.4 Changes For Item 2, increases or decreases in quantity for any bid item shall be paid at the appropriate bid item contract price, including any bid item increase or decrease by more than 25 percent from the original planned quantity. SECTION 1-04.6 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-04.6 Variation in Estimated Quantities Payment to the Contractor will be made only for the actual quantities of Work performed and accepted in conformance with the Contract. SECTION 1-04.7 IS REVISED BY DELETING THE SECOND PARAGRAPH AND REPLACING WITH THE FOLLOWING: 1-04.7 Differing Site Conditions (Changed Conditions) Upon written notification, the Engineer will investigate the conditions and if he/she determines that the conditions materially differ and cause an increase or decrease in the cost or time required for the performance of any Work under the Contract, an adjustment will be made and the Contract modified in writing accordingly. No claim for loss of anticipated profits will be allowed when determining this adjustment. The Engineer will notify the Contractor of his/her determination whether or not an adjustment of the Contract is warranted. SECTION 1-04.9 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-04.9 Use of Private Properties Staging and storage locations 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 staging and storage areas have not been shown on the plans. It is the Contractor's sole responsibility to obtain all necessary permits/approvals to use private property for staging or storage, specifically including and without limitation, all permits or approvals subject to State Environmental Policy Act, Shoreline Management Act, 640 Zone Pressure Reducing Valve Stations/Langholz 1 - 7 March 11, 2015 Project Number: 10-3025 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. SECTION 1-04. 11 ITEM 2 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-04.11 Final Cleanup 2. Remove from the project all unapproved and/or unneeded material left from grading, surfacing, or paving. 1-05 CONTROL OF WORK SECTION 1-05.4 IS REVISED BY DELETING THE LAST FOUR PARAGRAPHS. 1-05.4 Conformity With and Deviations From Plans and Stakes DIVISION 1 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 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(6) of the Kent Special Provisions. The Contractor shall assume full responsibility for detailed dimensions, elevations, and excavation slopes measured from these City furnished stakes and marks. The Contractor shall provide a work site clear of equipment, stockpiles and obstructions which has been prepared and maintained to permit construction staking to proceed in a safe and orderly manner. A City survey crew can stake a finite amount of work in a single day (see Section 1-05.5(6) of the Kent Special Provisions). The Contractor shall provide staking requests for a reasonable amount of work to the Engineer at least 3 working days in advance to allow the survey crew adequate time for setting stakes. If the work site is obstructed so that survey work cannot be done, a new request for work shall be submitted 640 Zone Pressure Reducing Valve Stations/Langholz 1 - 8 March 11, 2015 Project Number: 10-3025 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 1-08.5. It is illegal under Revised Code of Washington 58.09.130 and Washington State Administrative Code 332-120 to willfully destroy survey markers. Stakes, marks, and other reference points set by City forces, and existing City, State or Federal monumentation, shall be carefully preserved by the Contractor. The Contractor shall notify the Engineer immediately if it becomes apparent that a survey marker will be disturbed due to construction. The Contractor will allow ample time for City Survey Department personnel to acquire adequate information so that the monument may be replaced in its original position after construction. If the City is not notified, and a stake, marker or monument is disturbed or destroyed the Contractor will be charged at a rate of $150/hr for a city survey crew to replace the stake, marker or monument that was not to be disturbed or damaged by the Contractor's operations. This charge will be deducted from monies due or to become due to the Contractor. Any claim by the Contractor for extra compensation by reason of alterations or reconstruction work allegedly due to error in the Surveyor's line and grade will not be allowed unless the original control points set by the Surveyor still exist, or unless the Contractor can provide other satisfactory substantiating evidence to prove the error was caused by incorrect city-furnished survey data. Three consecutive points set on line or grade shall be the minimum points used to determine any variation from a straight line or grade. Any such variation shall, upon discovery, be reported to the Engineer. In the absence of such report, the Contractor shall be liable for any error in alignment or grade. 1-05.5(2) Roadway and Utility Surveys The Engineer shall furnish to the Contractor, one time only, all principal lines, grades and measurements the Engineer deems necessary for completion of the work. These shall generally consist of one initial set of: 1 . Curb or gutter grade stakes, 2. Offset points to establish line and grade for underground utilities such as water, sewers, storm drains, illumination and signalization. On alley construction projects with minor grade changes, the Engineer shall provide offset hubs on one side of the alley to establish the alignment and grade. Alleys with major grade changes shall have embankments staked to establish grade before offset hubs are set. 640 Zone Pressure Reducing Valve Stations/Langholz 1 - 9 March 11, 2015 Project Number: 10-3025 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. 1-05.5(5) Staking Services Work requests must be made at least 3 working days in advance of the required staking, The City will furnish the following stakes and reference marks: 1 . Clearing Limits - One set of clearing limit stakes will be set at approximately 25-foot stations where needed. 2. 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. 3. 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. 4. Water Main - One set of line stakes will be furnished for water mains at 50-foot stations. Additionally, two reference stakes for each valve, hydrant, tee and angle point location will be set concurrently with these line stakes. When deemed appropriate by the Engineer, cut sheets will be supplied for curb, storm, sanitary sewer and water lines. Cuts or fills may be marked on the surveyed points but should not be relied on as accurate until a completed cut sheet is supplied. The Contractor, at its own expense, shall stake all other items not listed above to construct the project per the Plans and Specifications. Staking for channelization, traffic loops, and all other items not listed above shall be the sole responsibility and expense of the Contractor. 640 Zone Pressure Reducing Valve Stations/Langholz 1 - 10 March 11, 2015 Project Number`. 10-3025 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: Storm or sanitary sewer Approximately 8-10 structures Water main +/-1500 lineal feet of pipe Curb and gutter +/-1300 lineal feet (one side only) Actual quantities may vary based on the complexity of the project, line of sight considerations, traffic interference, properly prepared work site, and other items that could affect production. The Contractor shall be aware that length does not always translate directly into stationing. For example, a survey request for storm sewer pipe from Station 3+00 to 8+00 is 500 lineal feet in length. 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, 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 640 Zone Pressure Reducing Valve Stations/Langholz 1 - 11 March 11, 2015 Project Number: 10-3025 exercise of this right diminish the City's right to pursue any other remedy available under law with respect to the Contractor's failure to perform the work as required. SECTION 1-05.10 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-05.10 Guarantees In addition to any other warranty or guarantee provided for at law or in the parties' contract, the Contractor shall furnish to the Contracting Agency any guarantee or warranty furnished as a customary trade practice in connection with the purchase of any equipment, materials, or items incorporated into the project. Upon receipt of written notice of any required corrective work, the Contractor shall pursue vigorously, diligently, and without disrupting city facilities, the work necessary to correct the items listed. Approximately sixty (60) calendar days prior to the one year anniversary of final acceptance, the Contractor shall be available to tour the project, with the Engineer, in support of the Engineer's effort to establish a list of corrective work then known and discovered. SECTION 1-05.11 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-05.11 Final Inspection 1-05.11 (1) Substantial Completion Date When the Contractor considers the work to be substantially complete, the Contractor shall notify the Engineer and request in writing that the Engineer establish the Substantial Completion Date. To be considered substantially complete the following conditions must be met: 1 . The City must have full and unrestricted use and benefit of the facilities, both from an operational and safety standpoint. 2. Only minor incidental work, replacement of temporary substitute facilities, or correction or repair work remains to reach physical completion of the work. The Contractor's request shall list the specific items of work in subparagraph two above that remain to be completed in order to reach physical completion. The Engineer may also establish the Substantial Completion Date unilaterally. If, after this inspection, the Engineer concurs with the Contractor that the work is substantially complete and ready for its intended use, the Engineer, by written notice to the Contractor, will set the Substantial Completion Date. However, if after this inspection, the Engineer does not consider the work substantially complete and ready for its intended use, the Engineer will, by written notice, notify the Contractor giving the reasons for the Engineer's determination. 640 Zone Pressure Reducing Valve Stations/Langholz 1 - 12 March 11, 2015 Project Number: 10-3025 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 Contractor operate and test the work for a period of time after final inspection but prior to the Physical Completion Date. 640 Zone Pressure Reducing Valve Stations/Langholz 1 - 13 March 11, 2015 Project Number: 10-3025 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 BY ADDING THE FOLLOWING: 1-05.14 Cooperation With Other Contractors The City shall not be responsible for any damages suffered by the Contractor resulting directly or indirectly from the performance or attempted performance of any other City contract or contracts existing or known to be pending at the time of bid. 640 Zone Pressure Reducing Valve Stations/Langholz 1 - 14 March 11, 2015 Project Number: 10-3025 Details of known projects are as follows: N/A SECTION 1-05 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 1-05.16 Water and Power The Contractor shall make necessary arrangements, and shall bear the costs for power and water necessary for the performance of the work, unless the Contract includes power or water as bid items, or unless otherwise provided for in other bid items. 1-05.17 Oral Agreements No oral agreement or conversation with any officer, agent, or employee of the City, either before or after execution of the contract, shall affect or modify the terms or obligations contained in any of the documents comprising the contract. Such oral agreement or conversation shall be considered unofficial information and in no way binding upon the City, unless subsequently put in writing and signed by an authorized agent of the City. 1-06 CONTROL OF MATERIAL SECTION 1-06.2(2) IS DELETED /N ITS ENTIRETY. 1-06.2(2) Statistical Evaluation of Materials for Acceptance SECTION 1-06 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 1-06.6 Submittals 1-06.6(1) Submittal Procedures All information submitted by the Contractor shall be clear, sharp, high contrast copies. Contractor shall accompany each submittal with a letter of transmittal containing the following information: 1 . Contractor's name and the name of Subcontractor or supplier who prepared the submittal. 2. The project name and identifying number. 3. Each new submittal shall be sequentially numbered (1, 2, 3, etc.). Each resubmittal shall include the original number with a sequential alpha letter added (I A, 1B, 1C, etc.). 4. Description of the submittal and reference to the Contract requirement or technical specification section and paragraph number being addressed. 5. Bid item(s) where product will be used. 640 Zone Pressure Reducing Valve Stations/Langholz 1 - 15 March 11, 2015 Project Number: 10-3025 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 resubmittal. All submittals shall be in accordance with the approved schedule of submittals. Submittals shall be made early enough to allow adequate time for manufacturing, delivery, labor issues, additional review due to inadequate or incomplete submittals, and any other reasonably foreseeable delay. 1-06.6(3) Shop Drawings, Product Data, and Samples The Contractor shall submit the following for the Engineer's review: 1 . Shop Drawings: Submit an electronic copy or three paper copies. Submittals will be marked, stamped and returned to the Contractor. The Contractor shall make and distribute any required copies for its superintendent, subcontractors and suppliers. 2. Product Data: Submit an electronic copy or three paper copies. Submittals will be marked, stamped and returned to the Contractor. The Contractor shall make and distribute any required copies for its superintendent, subcontractors and suppliers. 3. Samples: Submit three labeled samples or three sets of samples of manufacturer's full range of colors and finishes unless otherwise directed. One approved sample will be returned to the Contractor. Content of submittals: 1 . Each submittal shall include all of the items required for a complete assembly or system. 2. Submittals shall contain all of the physical, technical and performance data required to demonstrate conclusively that the items comply with the requirements of the Contract. 3. Each submittal shall verify that the physical characteristics of items submitted, including size, configurations, clearances, mounting points, utility connection points and service access points, are suitable for the space provided and are compatible with other interrelated items. 640 Zone Pressure Reducing Valve Stations/Langholz 1 - 16 March 11, 2015 Project Number: 10-3025 i 4. The Contractor shall label each Product Data submittal Shop Drawing or Sample with the bid item number and, if a lump sum bid item, provide a reference to the applicable KSP paragraph. The Contractor shall highlight or mark every page of every copy of all Product Data submittals to show the specific items being submitted and all options included or choices offered. The City encourages a creative approach to complete a timely, economical, and quality project. Submittals that contain deviations from the requirements of the Contract shall be accompanied by a separate letter explaining the deviations. The Contractor's letter shall: 1 . Cite the specific Contract requirement including the Specification Section bid item number and paragraph number for which approval of a deviation is sought. 2. Describe the proposed alternate material, item or construction, explain its advantages, and explain how the proposed alternate meets or exceeds the Contract requirements. 3, State the reduction in Contract Price, if any, which is offered to the City. The Engineer retains the exclusive right, at his or her sole discretion, to accept or reject any proposed deviation with or without cause. The Engineer will stamp and mark each submittal prior to returning it to the Contractor. The stamps will indicate one of the following: 1 . "APPROVED AS SUBMITTED" — Accepted subject to its compatibility with the work not covered in this submission. This response does not constitute approval or deletion of specified or required items not shown in the partial submission. 2. "APPROVED AS NOTED" — Accepted subject to minor corrections that shall be made by the Contractor and subject to its compatibility with the work not covered in this submission. This response does not constitute approval or deletion of specified or required items not shown in the partial submission. No resubmission is required. 3. "AMEND AND RESUBMIT" — Rejected because of major inconsistencies, errors or insufficient information that shall be resolved or corrected by the Contractor prior to subsequent re- submittal. An amended resubmission is required. Re-submittals that contain changes that were not requested by the Engineer on the previous submittal shall note all changes and be accompanied by a letter explaining the changes. 1-06.6(4) Proposed Equivalents The Engineer retains the exclusive right, at his or her sole discretion, to accept or reject any proposed equivalent with or without cause. 640 Zone Pressure Reducing Valve Stations/Langholz 1 - 17 March 11, 2015 Project Number: 10-3025 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. 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 640 Zone Pressure Reducing Valve Stations/Langholz 1 - 18 March 11, 2015 Project Number: 10-3025 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 tangible personal property in or to real property, whether or not this personal property becomes a part of the realty by virtue of installation. For work performed in these cases, the Contractor shall collect from the City, retail sales tax on the full contract price. The City will automatically add this sales tax to each payment to the Contractor. For this reason, the Contractor shall not include the retail sales tax in the unit Bid Item prices, or in any other contract amount subject to Rule 170, with the following exception. Exception: The City will not add in sales tax for a payment the Contractor or a subcontractor makes on the purchase or rental of tools, machinery, equipment, or consumable supplies not integrated into the project. Such sales taxes shall be included in the unit Bid Item prices or in any other contract amount. 1-07.2(4) Services The Contractor shall not collect retail sales tax from the City on any contract wholly for professional or other services (as defined in Washington State Department of Revenue Rules 138 and 224). SECTION 1-07.6 IS SUPPLEMENTED BY ADDING THE FOLLOWING. 1-07.6 Permits and Licenses The City has obtained the following permits: None Contractor shall obtain, at its sole cost, all permits required to complete this project. 640 Zone Pressure Reducing Valve Stations/Langholz 1 - 19 March 11, 2015 Project Number: 10-3025 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. SECTION 1-07.13(3) IS DELETED /N 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 640 Zone Pressure Reducing Valve Stations/Langholz 1 - 20 March 11, 2015 Project Number: 10-3025 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. 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. CenturyLink Comcast Nevie Jake Jerry Steele (253) 372-5368 (253) 288-7532 (425) 761-0471 (cell) (206) 391-1763 (cell) Puget Sound Energy Verizon Anita Yurovchak Brad Landis (253) 476-6304 (425) 201-0901 (253) 381-6714(cell) (425) 766-1740 (cell) 640 Zone Pressure Reducing Valve Stations/Langholz 1 - 21 March 11, 2015 Project Number: 10-3025 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. The Contractor shall not proceed with any portion of the work in areas where right of way, easements or rights of entry have not been acquired until the Engineer certifies to the Contractor that the right of way or easement is available or that the right of entry has been received. SECTION 1-07.26 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-07.26 Personal Liability of Public Officers Neither the City, the Engineer, nor any other official, officer or employee of the City shall be personally liable for any acts or failure to act in connection with the contract, it being understood that, in these matters, they are acting solely as agents of the City. 1-08 PROSECUTION AND PROGRESS SECTION 1-08 IS SUPPLEMENTED BYADD/NG THEFOLLOW/NG NEW SECTION: 1-08.0 Preconstruction Conference The Engineer will furnish the Contractor with up to five copies of the Contract plans. Additional plans 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 review the Contract plans and check/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. 540 Zone Pressure Reducing Valve Stations/Langholz 1 - 22 March 11, 2015 Project Number: 10-3025 After the Contract has been executed, but prior to the Contractor beginning the work, a preconstruction conference will be held with the Contractor, the Engineer and any other interested parties that the City determines to invite. The purpose of the preconstruction conference will be: 1 . To review the initial progress schedule. 2. To establish a working understanding among the various parties associated or affected by the work. 3. To establish and review procedures for progress payment, notifications, approvals, submittals, etc. 4. To verify normal working hours for the work. 5. To review safety standards and traffic control 6. To discuss any other related items that may be pertinent to the work. The Contractor shall prepare and submit for approval, at or prior to the preconstruction conference the following: 1 . A price breakdown of all lump sum items. 2. A preliminary construction schedule. 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 640 Zone Pressure Reducing Valve Stations/Langholz 1 - 23 March 11, 2015 Project Number: 10-3025 8-hour working period for the contract shall be established at the preconstruction conference or prior to the Contractor commencing work. If a Contractor desires to perform work on holidays, Saturdays, Sundays, or before 7:00 a.m. or after 6:00 p.m. on any day, the Contractor shall apply in writing to the Engineer for permission to work those times. The Contractor shall notify the Engineer at least 48 hours in advance (72 hours in advance for weekend work) so that the Inspector's time may be scheduled. Permission to work longer than an 8-hour period between 7:00 a.m. and 6:00 p.m. is not required. For any work outside of normal straight time working hours that requires city surveyors, all reasonable efforts shall be made by the Contractor to allow time for surveying to be completed during normal straight time hours. If city surveyors are required to work other than normal straight time hours at the convenience of the Contractor, all such work shall be reimbursed by the Contractor. Permission to work between the hours of 10:00 p.m. and 7:00 a.m. during weekdays and between the hours of 10:00 p.m. and 9:00 a.m. on weekends or holidays may also be subject to noise control 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 Contractor shall notify the Engineer or City's Contracting Agency representative prior to start of construction of the Millennium PRV Station adjacent to Millennium Elementary School, The Engineer will need to contact Gordon Cook at (253) 373-7526 at the Kent School District's Facilities Services 48 hours in advance prior to any construction activity while school is in session. 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 640 Zone Pressure Reducing Valve Stations/Langholz 1 - 24 March 11, 2015 Project Number: 10-3025 i OVERTIME RATE in order for locate crews to complete other work. If the locate request is for nights, weekend, holidays or at other times when locate crews are not normally working, all locate work and expenses, including travel, minimum call out times, and/or Holiday premiums will be borne by the Contractor. 2. Work required by city survey crew(s) as the result of reestablishing survey stakes or markings that were not maintained or recorded by the Contractor or other work deemed to be for the convenience of the Contractor and not required of the City by the contract. 3. Work required by City personnel or independent testing laboratories to re-test project materials, utility pressure or vacuum tests, camera surveys or water purity tests as the result of initial test failure on the part of the Contractor. 1-08.4(B) General The City allocates its resources to a contract based on the total time allowed in the contract. The City will accept a progress schedule indicating an early physical completion date but cannot guarantee the City resources will be available to meet the accelerated schedule. No additional compensation will be allowed if the Contractor is not able to meet its accelerated schedule due to the unavailability of City resources or for other reasons beyond the City's control. The original and all supplemental progress schedules shall not conflict with any time and order-of-work requirements in the contract. If the Engineer deems that the original or any necessary supplemental progress schedule does not provide adequate information, the City may withhold progress payments until a schedule containing needed information has been submitted by the Contractor and approved by the Engineer. The Engineer's acceptance of any schedule shall not transfer any of the Contractor's responsibilities to the City. The Contractor alone shall remain responsible for adjusting forces, equipment, and work schedules to ensure completion of the work within the times specified in the contract. SECTION 1-08.5 IS REVISED BY DELETING THE THIRD PARAGRAPH AND REPLACING WITH THE FOLLOWING: 1-08.5 Time for Completion Contract time shall begin on the day of the Notice to Proceed. The Contract Provisions may specify another starting date for Contract time, in which case, time will begin on the starting date specified. 640 Zone Pressure ReducingValve Stations/Lan holz 1 - 25 March 11, 2015 � 9 Project Number: 10-3025 SECTION 1-08.6 IS REVISED BY DELETING THE FIFTH AND SIXTH PARAGRAPHS AND REPLACING WITH THE FOLLOWING: 1-08.6 Suspension of Work If the performance of all or any part of the Work is suspended, for an unreasonable period of time by an act of the Contracting Agency in the administration of the Contract, or by failure to act within the time specified in the Contract (or if no time is specified, within a reasonable time), the Engineer will make an adjustment for any increase in the cost or time for the performance of the Contract (excluding profit) necessarily caused by the suspension. However, no adjustment will be made for any suspension, if (1) the performance would have been suspended, by any other cause, including the fault or negligence of the Contractor, or (2) an equitable adjustment is provided for or excluded under any other provision of the Contract. If the Contactor believes that the performance of the Work is suspended, for an unreasonable period of time and such suspension, is the responsibility of the Contracting Agency, the Contractor shall immediately submit a written notice of protest to the Engineer as provided in Section 1-04.5. No adjustment shall be allowed for any costs incurred more than 10 calendar days before the date the Engineer receives the Contractor's written notice to protest. The Contractor shall keep full and complete records of the costs and additional time of such suspension, and shall permit the Engineer to have access to those records and any other records as may be deemed necessary by the Engineer to assist in evaluating the protest. SECTION 1-08.7 MAINTENANCE DURING SUSPENSION IS REVISED BY DELETING THE FOURTH AND SIXTH PARAGRAPHS. 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. 640 Zone Pressure Reducing Valve Stations/Langholz 1 - 26 March 11, 2015 Project Number: 10-3025 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 /S DELETED AND REPLACED WITH THE FOLLOWING: 1 . Failure to obtain all materials and workers. 1-09 MEASUREMENT AND PAYMENT SECTION 1-09.2(9) IS REVISED BY REPLACING "TRUCKS AND TICKETS" WITH THE FOLLOWING: 1-09.2(1) General Requirements for Weighing Equipment Trucks and Tickets Each truck to be weighed shall bear a unique identification number. This number shall be legible and in plain view of the scale operator. Each vehicle operator shall obtain a weigh or load ticket from the scale operator. The Contractor shall provide tickets for self printing scales. All tickets shall, at a minimum, contain the following information: 1 . Ticket serial number (this is already imprinted on the tickets). 2. Identification number of truck/truck trailer. 3. Date and hour of weighing. 4. Type of material. 5. Weight of load. The weighman shall record the gross weight and net weight, except where the scale has a tare beam and the net weight can be read directly. In such case, only net weight need be recorded on the ticket. 6. Weighman's identification. 7. Contract number. 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'sjudgment, may be necessary to cover the following: 640 Zone Pressure Reducing Valve Stations/Langholz 1 - 27 March 11, 2015 Project Number: 10-3025 1 . The cost of defective work not remedied. 2. Fees incurred for material inspection, and overtime engineering and inspection for which the Contractor is obligated under this Contract. 3. Fees and charges of public authorities or municipalities. 4. Liquidated damages. 5. Engineering and inspection fees beyond Completion Date. 6. Cost of City personnel to re-establish locate marks for City-owned facilities that were not maintained by the Contractor in accordance with RCW 19.122.030 (3). 7. Additional inspection, testing and lab fees for re-doing failed, water, other utility tests. SECTION 1-09. 11(3) IS DELETED AND REPLACED WITH THE FOLLOWING: 1-09.11 (3) Time Limitations and Jurisdiction This contract shall be construed and interpreted in accordance with the laws of the State of Washington. The venue of any claims or causes of action arising from this contract shall be exclusively in the Superior Court of King County, located in Kent, Washington. For convenience of the parties to this contract, it is mutually agreed that any claims or causes of action which the Contractor has against the City arising from this contract shall be brought within 180 days from the date of Final Acceptance of the contract by the City. The parties understand and agree that the Contractor's failure to bring suit within the time period provided shall be a complete bar to any such claims or causes of action. It is further mutually agreed by the parties that when any claims or causes of action that a Contractor asserts against the City arising from this contract are filed with the City or initiated in court, the Contractor 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. 640 Zone Pressure Reducing Valve Stations/Langholz 1 - 28 March 11, 2015 Project Number: 10-3025 1-10 TEMPORARY TRAFFIC CONTROL SECTION 1-10.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1-10.1 General The Contractor shall provide flaggers, signs, and other traffic control devices not otherwise specified as being furnished by the City. The Contractor shall erect and maintain all construction signs, warning signs, detour signs, and other traffic control devices necessary to warn and protect the public at all times from injury or damage as a result of the Contractor's operations that may occur on highways, roads, streets, sidewalks, pedestrian paths, or bicycle paths. No work shall be done on or adjacent to any traveled way until all necessary signs and traffic control devices are in place in accordance with Traffic Control Plans. SECTION 1-10.2(1) IS SUPPLEMENTED 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 1-10.3(3) Traffic Control Devices SECTION 1-10.3(3)A IS DELETED AND REPLACED WITH THE FOLLOWING: 1-10.3(3)A Construction Signs Payment for setup and take down of construction signs will be under the contract price for "Traffic Control Labor" and will be limited to the work described in Section 1-10.3(1) of the WSDOT Standard Specifications, and for transportation described in Section 1 -10.3(2) of the WSDOT Standard Specifications when there is a contract price for "Traffic Control Vehicle." 640 Zone Pressure Reducing Valve Stations/Langholz 1 - 29 March 11, 2015 Project Number, 10-3025 SECTION 1-10.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 1-10.3(3)L Temporary Traffic Control Devices When the bid proposal includes an item for "Temporary Traffic Control Devices," the work required for this item shall be furnishing barricades, flashers, cones, traffic safety drums, and other temporary traffic control devices, unless the contract provides for furnishing a specific temporary traffic control device under another item. The item "Temporary Traffic Control Devices" includes: 1 . Initial delivery to the project site (or temporary storage) in good repair and in clean usable condition, 2. Repair or replacement when they are damaged and they are still needed on the project, and 3. Removal from the project site when they are no longer on the project. SECTION 1-10.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-10.5 Payment Payment will be made in accordance with Section 1-04.1, for the following bid items when they are included in the Proposal: The unit contract price for "Traffic Control Labor" per hour shall be full pay for all costs for the labor provided for performing those construction operations described in Section 1-10.2(1)B, and Section 1 -10.3(1) of the WSDOT Standard Specifications, and as authorized by the Engineer. The hours eligible for "Traffic Control Labor" shall be limited to the hours the worker is actually performing the work as documented by traffic control forms provided by the Contractor's TCM, and verified by the City Inspector's records, and the Contractor's Certified Payroll Records submitted to the City Inspector on a weekly basis. The unit contract price for "Traffic Control Supervisor" per hour shall be full pay for each hour a person performs the Traffic Control Supervisor duties described in Section 1 -10.2(1)B of the WSDOT Standard Specifications. Payment for traffic control labor performed by the Traffic Control Supervisor will be paid under the item for "Traffic Control Labor". The lump sum contract price for "Temporary Traffic Control Devices" shall be full pay for providing the work described in Section 1-10.3(3)L of the Kent Special Provisions. Progress payment for the lump sum item "Temporary Traffic Control Devices" will be made as follows: 1 . When the initial temporary traffic control devices are set up, 50 percent of the amount bid for the item will be paid. 640 zone Pressure Reducing Valve Stations/Langholz 1 - 30 March 11, 2015 Project Number: 10-3025 2. Payment for the remaining 50 percent of the amount bid for the item will be paid on a prorated basis in accordance with the total job progress as determined by progress payments. The unit contract price for "Portable Changeable Message Sign (PCMS)" per day shall be full pay for all costs for furnishing, transporting, initial installation within the project limits, maintaining and removing the PCMS, and associated work described in Section 1-10.3(3)C of the WSDOT Standard Specifications. Relocation of the PCMS within the project limits will be paid under the item "Traffic Control Labor." The unit contract price for "Sequential Arrow Sign (SASY per day shall be full pay for all costs for providing, maintaining and removing the SAS, and associated work and maintenance described in Section 1-10.3(3)B of the WSDOT Standard Specifications. The operator of this device will be paid under the item "Traffic Control Labor." 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 City's Traffic Control Supervisor for by-passing all or any portion of the construction, irrespective of whether or not the termini of the detour are within the limits of the Contract. No payment will be made to the Contractor for traffic control items required in connection with the movement of equipment or the hauling of materials outside of the limits of 1 and 2 above, or for temporary road closures subject to the provisions of Section 1-07.23(3) of the WSDOT Standard Specifications. 640 Zone Pressure Reducing Valve Stations/Langholz 1 - 31 March 11, 2015 Project Number: 10-3025 DIVISION 2 - EARTHWORK 2-02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS SECTION 2-02. 1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-02.1 Description This work also includes the repair of adjacent improvements that were not designated for removal, but that were damaged by the Contractor's operations. SECTION 2-02.3 IS REVISED BY REPLACING THE LAST THREE PARAGRAPHS WITH THE FOLLOWING: 2-02.3 Construction Requirements All improvements that are not designated for removal, but that are damaged by the Contractor's operations shall be replaced, restored, or repaired at the Contractor's sole expense. The Engineer's determination regarding what replacement, restoration, or repair must be made by the Contractor to repair damage caused by the Contractor's removal operations is final. 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, and either incorporate into the roadway embankment, or to some off- project site, unless 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 640 Zone Pressure Reducing Valve Stations/Langholz 2 - 1 March 11, 2015 Project Number: 10-3025 cutting required for the removal, then the entire sidewalk, pavement or curb shall be removed to the next expansion joint. SECTION 2-02.5 IS SUPPLEMENTED BYADDING THE FOLLOWING: 2-02.5 Payment Payment will be made in accordance with Section 1-04.1 , for the following bid items when they are included in the Proposal: 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: unit bid price (Encountered thickness - 6 inches) x 6inches -additional compensation For example, if the Contractor encounters pavement to be removed which is 8 inches thick and its unit bid price was $2.00/SY then its additional compensation for the extra thickness would be: $2.00 (8 - 6) x 6 = $0.67/SY in addition to the unit price. No other compensation shall be allowed. The unit contract price per square yard for "Remove Cement Concrete Sidewalk" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to saw cut and remove, haul, and dispose of the cement concrete sidewalk as shown on the plans and described in the specifications. The 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 price 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: 640 Zone Pressure Reducing Valve Stations/Langholz 2 - 2 March 11, 2015 Project Number: 10-3025 (Encountered thickness — 6 inches) x unit bid price _ additional 6inches compensation For example, if the Contractor encounters pavement to be removed which is 8 inches thick and its unit bid price was $2.00/LF then its additional compensation for the extra thickness would be: (8 — 6) x $26 = $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. 2-03 ROADWAY EXCAVATION AND EMBANKMENT SECTION 2-03.3(7)C IS SUPPLEMENTED BYADD/NG THE FOLLOWING: 2-03.3(7)C Contractor-Provided Disposal Site The City has not provided a waste site. The Contractor shall arrange for disposal and provide any necessary disposal sites in accordance with Section 2-03.3(7)C of the WSDOT Standard Specifications. The Contractor is responsible for determining which permits are required for the selected disposal sites. Within the City, wetlands are identified by using the Corps of Engineers Wetlands Delineation Manual dated January 1987. SECTION 2-03.3(14)D IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-03.3(14)D Compaction and Moisture Control Tests Maximum density will be determined by the Modified Proctor Method ASTM D-1557. All compaction tests if required will be performed by the City. 2-07 WATERING SECTION 2-07.4 IS DELETED AND REPLACED WITH THE FOLLOWING: 2-07.4 Measurement The Contractor shall obtain a hydrant meter and permit from the City Maintenance Shop located at 5821 South 240th Street (253) 856-5600 to measure the quantities of water used. Hydrant wrenches are also available at the City Maintenance Shops at the Contractors option. No 640 Zone Pressure Reducing Valve Stations/Langholz 2 - 3 March 11, 2015 Project Number: 10-3025 additional deposit is required for the hydrant wrench. The City shall provide all water that comes from the City water system. Prior to issuance of the hydrant meter (and wrench if applicable) and permit, the Contractor shall make a hydrant meter deposit to the City Customer Service Division located on the first floor of the Centennial Center at 400 West Gowe Street (253) 856-5200. The said deposit is refundable provided the Contractor returns the hydrant meter (and wrench if applicable) to the City Maintenance Shops undamaged. The Contractor shall provide his own gate valve on the hose side of the hydrant meter with which to control water flow. The hydrant meter permit duration is two (2) months. At the end of the permit duration, the Contractor shall deliver the hydrant meter (and wrench if applicable) to the City Maintenance Shops for reading. If the Contractor requires another hydrant meter and permit at the time a meter is returned to the City Maintenance Shops, he shall request a meter and one shall be provided. An additional meter deposit will not be required. The Contractors initial hydrant meter deposit shall be transferred to the new meter issued. 640 Zone Pressure Reducing Valve Stations/Langholz 2 - 4 March 11, 2015 Project Number: 10-3025 DIVISION 4 - BASES DIVISION 4 IS SUPPLEMENTED BYADDING THE FOLLOWING NEW SECTION: 4-03 GRAVEL BORROW 4-03.1 Description This work shall consist of constructing one or more layers of gravel borrow upon a prepared subgrade in accordance with these specifications and in conformity with the lines, grades, depths, and typical cross-section shown in the plans or as established by the Engineer. 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) 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. 640 Zone Pressure Reducing Valve Stations/Langholz 4 - 1 March 11, 2015 Project Number, 10-3025 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. 640 Zone Pressure Reducing Valve Stations/Langholz 4 - 2 March 11, 2015 Project Number, 10-3025 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. 5-04 HOT MIX ASPHALT SECTION 5-04.2 IS SUPPLEMENTED BYADD/NG 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 BYADDING THE FOLLOWING: 5-04.3(7)A Mix Design The City at its option may approve a current WSDOT approved mix design, Class 1/2" in place of performing a mix design, provided, however, that such mix design shall include a minimum asphalt content of 5% by total mix weight and anti-stripping compound. Anti-stripping compound shall be added to the asphalt material in accordance with Section 9-02.4. If the City is not satisfied with the mix submitted, a full mix design will be performed. The City is not required to justify to the Contractor its decision to perform a mix design. The City reserves the right to adjust the asphalt cement content based on mix design or approval of alternate mix designs submitted by the Contractor. 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 640 Zone Pressure Reducing Valve Stations/Langholz 5 - 1 March 11, 2015 Project Number: 10-3025 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 Asphalt concrete Class 112" shall be compacted in lifts not to exceed 3 inches except that the final lift shall not exceed 2 inches unless approved by the Engineer. The minimum compacted depth of Class B asphalt concrete shall be 1 -1/2 inch. Reference Section 8-20.3(14)C of the Kent Special Provisions for the placement of traffic signal detection loops. SECTION 5-04.3(10) IS SUPPLEMENTED BYADDING THE FOLLOWING: 5-04.3(10) Compaction Density shall be at least 92 percent of maximum theoretical density (rice density). Compaction tests shall be performed by an approved geotechnical or testing firm under the direction of a professional civil engineer registered in the State of Washington. SECTION 5-04.3(10)B IS DELETED AND REPLACED WITH THE FOLLOWING: 5-04.3(10)B Control For Asphalt Concrete, where paving is in the traffic lanes, including lanes for ramps, truck climbing, weaving, speed changes, and left turn channelization, and.the specified compacted course thickness is greater than 0.10 foot, the acceptable level of compaction shall be a minimum 92 percent of the maximum density as determined by WSDOT Test Method 705. The level of compaction attained will be determined as the average of not less than 5 nuclear density gauge tests taken on the day the mix is placed (after completion of the finish rolling) at randomly selected locations. The quantity represented by each lot will be no greater than a single day's production or approximately 400 tons, whichever is less. Control lots not meeting the minimum density standard shall be removed and replaced with satisfactory material. At the option of the Engineer, non-complying material may be accepted at a reduced price. Cores used to check density will be approved only when designated by the Engineer. At the start of paving, if requested by the Contractor, a compaction test section shall be constructed as directed by the Engineer to determine the compactibility of the mix design. Compactibility shall be based on the ability of the mix to attain the specified minimum density (92 640 Zone Pressure Reducing Valve Stations/Langholz 5 - 2 March 11, 2015 Project Number: 10-3025 percent of the maximum density determined by WSDOT Test Method 705). 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) 1S SUPPLEMENTED BYADD/NG 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 thejoint 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 transversejoint. 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. SECTION 5-04.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 5-04.3(21) Temporary Pavement Temporary pavement including trench patches shall be installed where specified by the Engineer. SECTION 5-04.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 5-04.5 Payment Payment will be made in accordance with Section 1-04.1 , for the following bid items when they are included in the Proposal: The unit contract price per ton for "HMA Class 1/2", PG 64-22" shall be full pay for all costs of material, labor, tools and equipment necessary for furnishing, installing and finishing the asphalt for driveways, permanent utility patches, sidewalk ramps, and other areas at the locations shown on the plans, as specified herein and as directed by the Engineer. The cost for anti-stripping additive and asphalt for tack coat shall be included in this bid item. 640 Zone Pressure Reducing Valve Stations/Langholz 5 - 3 March 11, 2015 Project Number: 10-3025 The unit contract price per ton for "Cold Plant Mix for Temporary Pavement Patch" shall be full pay for all costs of material, labor, tools and equipment necessary for furnishing, installing, maintaining, removing and disposing of Cold Plant Mix as required to provide temporary roadway patching of pavement at the locations as specified herein and as directed by the Engineer. SECTIONS 5-04.5(1), 5-04.5(1)A AND 5-04.5(1)B ARE DELETED IN THEIR ENTIRETY. 5-04.5(1) Quality Assurance Price Adjustments 5-04.5(1)A Price Adjustments for Quality of HMA Mixture 5-04.5(1)B Price Adjustments for Quality of HMA Compaction 640 Zone Pressure Reducing Valve Stations/Langholz 5 - 4 March 11, 2015 Project Number: 10-3025 DIVISION 7 - DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS AND CONDU 1 TS 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 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 BYADDING THE FOLLOWING NEW SECTION: 7-04.3(1)G Television Inspection All new City storm drain extensions, 24-inch diameter and smaller shall be TV camera inspected by the City Utility Department and accepted prior to placing final crushed rock surfacing and pavement. All construction except final casting adjustments must be completed and approved by the Inspector prior to the TV inspection. The manholes and catch basins must be set to grade, channeled, and grade rings set in place prior to TV inspection. Castings must be removed for paving, and fully grouted in place after paving. 640 Zone Pressure Reducing Valve Stations/Langholz 7 - 1 March 11, 2015 Project Number: 10-3025 SECTION 7-04.5 ►S SUPPLEMENTED BY ADDING THE FOLLOWING: 7-04.5 Payment "Storm Sewer Pipe 4 Inch and 6 Inch Diameter PVC" "Storm Sewer Pipe, 6 Inch Diameter D.I." 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 (such as the Tideflex Series TF-1 check valve), tees, couplings, gaskets, connection to new or existing storm pipes, catch basins, or ditches, testing, coordination for TV inspection, and additional costs for overtime work when working on weekends. 7-05 MANHOLES, INLETS, CATCH BASINS, AND DRYWELLS SECTION 7-05.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-05.3 Construction Requirements All catch basins shall be precast concrete units and shall conform to Kent Standard Plan 5-1 unless specified otherwise. 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 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. 640 Zone Pressure Reducing Valve Stations/Langholz 7 - 2 March 11, 2015 Project Number: 10-3025 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(7) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-05.3(1) Adjusting Manholes and Catch Basins to Grade All construction in performing adjustments of existing or new utilities shall conform to the WSDOT Standard Specifications, Standard Plans, Kent Standard Plans and the Kent Special Provisions. Locating all new and existing utilities to be adjusted following the paving shall be the responsibility of the Contractor. The Contractor shall mark or reference all affected utilities including traffic loops prior to paving. Should it be determined by City personnel upon inspection or by notification from other utility companies that the Contractor has failed to adjust existing utilities, the Contractor shall be responsible for completing the adjustments, at no additional cost to the utility company or the City, even if the Contractor has vacated the project site. If the Contractor neglects to reference utilities prior to paving, and for example causes conflicts with or damage to traffic loops, the Contractor shall be responsible to relocate or replace the traffic loops at no additional cost to the City. No less than 4 inches or greater than 16 inches shall be provided between the top of the cone and the underside of the manhole frame for adjustment to street grade or ground surface. Final elevation and slope of the frame and cover shall conform to the final street surface. All joints in the brick or ring adjustment shall be filled with grout, and the castings shall be sealed in grout placed on the ring or brick. A 3/8 inch mortar lining shall be installed inside and out of the adjustment section to form a smooth watertight finish. NOTE: The use or presence of wood, asphalt, expansion joint material or other non-approved product for catch basin or manhole adjustment shall be cause for immediate rejection. On asphalt concrete paving and/or asphalt resurfacing projects, manholes, catch basins and similar structures shall not be adjusted until the pavement is completed, at which time the center of each structure shall be relocated from references previously established by the Contractor. The pavement shall be cut in a restricted area and base material removed to permit removal of the cover. The asphalt concrete pavement shall be cut and removed to a neat circle, the diameter of which shall be equal to the outside diameter of the frame plus two feet. The frame shall be placed on concrete blocks and fully mortared to the desired grade. The base materials and crushed rock shall be removed and Cement Concrete Class 3000 shall be placed so that the entire volume of the excavation and up to within, 640 Zone Pressure Reducing Valve Stations/Langholz 7 - 3 March 11, 2015 Project Number: 10-3026 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. Thejoint between the patch and the existing pavement shall then be painted with hot asphalt cement or asphalt emulsion and shall be immediately covered with dry paving sand before the asphalt cement solidifies. Where basin structure is installed outside of paved areas, a concrete j collar, 6" minimum thickness and 12" minimum (per side) larger than the grate is to be poured around frame. SECTION 7-05.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-05.5 Payment "Catch Basin. Type 1" "Catch Basin, Type 2 48 Inch Diameter" The unit contract price per each for the above items constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to install the specified structure to final finished grade as shown on the plans and described in the specifications. This work includes but shall not be limited to: excavating; dewatering; installing; connecting new or existing pipes, backfilling; compacting; surface restoration; concrete collar; referencing for future locates prior to final overlay; and storm drain stenciling. The unit contract price per each for "Bolt Down Catch Basin Frame and Grate" 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 "Locking Manhole Frame and Cover" 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. 640 Zone Pressure Reducing Valve Stations/Langholz 7 - 4 March 11, 2015 Project Number: 10-3025 7-08 GENERAL PIPE INSTALLATION REQUIREMENTS SECTION 7-08.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.2 Materials All pipe shall be of the type and material specified in the bid proposal, shown on the plans or specified herein. All materials used for construction of sanitary sewer and storm drainage systems and appurtenances shall be new and undamaged. All materials used shall be subject to inspection by the City prior to use. The Contractor shall provide the City with shop drawings, manufacturer's specifications and certificates of materials as requested. The materials referred to herein, shall conform to the applicable provisions of the WSDOT Standard Specifications, the Kent Special Provisions and the manufacturer's recommended installation procedures. See the following Sections of the WSDOT Standard Specifications and the Kent Special Provisions: Hot Mix Asphalt ............................... 5-04.2 Storm Sewers ................................. 7-04.2 Manholes, Inlets and Catch Basins...... 7-05.2 Crushed Surfacing ........................... 9-03.9(3) Gravel Backfill for Pipe Zone Bedding.. 9-03.12(3) Gravel Borrow ................................. 9-03.14(1) Foundation Material Class I and I I ...... 9-03.17 Bank Run Gravel for Trench Backfill .... 9-03.19 SECTION 7-08.3(1)A IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.3(1)A Trenches If well points are used for dewatering pipe trenches, they shall be adequately spaced to provide the necessary dewatering and shall be sandpacked and/or other means used to prevent pumping of fine sands or silts from the sub-surface. A continual check by the Contractor shall be maintained to insure that the sub-surface soil is not being removed by the dewatering operation. Once commenced, the dewatering operation shall be continuous until construction and backfilling in the dewatered area is complete. Pump shutdown shall be accomplished in an approved gradual manner. The Contractor shall provide enough facilities and personnel to maintain continuous operation once commenced. Such continuous operation shall be the responsibility of the Contractor. 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. 640 Zone Pressure Reducing Valve Stations/Langholz 7 - 5 March 11, 2015 Project Number: 10-3025 It shall be the sole responsibility of the Contractor to dispose of all waters resulting from its dewatering operation. This responsibility also includes choice of method, obtaining regulatory agency approvals, complying with state water quality standards and other agency requirements. Each individual project and dewatering operation shall be evaluated individually to determine exact requirements; however, in general the following conditions will apply. 1 . Disposal into the existing storm drain facilities (pipes, channels, ditches, etc.) may be acceptable if the Contractor obtains the necessary permits and approvals. 2. Discharge to existing storm drain facilities shall not result in a violation of state water quality standards for surface water, Chapter 173-203 WAC. 3. The Contractor shall monitor discharge and receiving water(s) as required to verify that water quality standards are being met. 4. If necessary to meet standards and approval requirements, the Contractor shall treat the water prior to discharge. A settling pond may be an acceptable method of treatment. Any damage, as determined by the Engineer to properties or improvements resulting from an inadequate disposal (water) operation shall be the responsibility of the Contractor, including repairs, replacements and/or restoration. Where required or where directed by the Engineer, stabilization of the trench bottom shall be in accordance with Section 7-08.3(1)A of the WSDOT Standard Specifications. Excavation of the unsuitable material shall be considered as trench excavation. The unsuitable material shall be disposed of by the Contractor. Backfill unsuitable material excavations with Foundation Material Class I or I I meeting the requirements of Section 9-03.17 of the Kent Special Provisions with the class called for in the bid proposal, on the plans or by the Engineer in the field. Trench excavation shall include the required pavement removal for construction of the trench. See Section 2-02.3(3) of the Kent Special Provisions. 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. 640 Zone Pressure Reducing Valve Stations/Langholz 7 - 6 March 11, 2015 Project Number: 10-3025 Bedding material shall be tamped in layers under, around and above the pipe to adequately support and protect the pipe. The Contractor shall use compaction equipment approved by the Engineer to obtain adequate compaction of the bedding material. Unless otherwise approved by the Engineer, adequate compaction shall be construed to mean to at least 95 percent of the maximum density measured in accordance with ASTM D-1557. The pipe shall be protected from damage when compacting. At least two feet of cover is required over the pipe prior to using heavy compaction equipment. SECTION 7-08.3(2)B IS SUPPLEMENTED BYADDING 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 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 1S SUPPLEMENTED BYADDING 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 BYADDING 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 systems by the Contractor in accordance with applicable portions of the WSDOT 640 Zone Pressure Reducing Valve Stations/Langholz 7 - 7 March 11, 2015 Project Number: 10-3025 Standard Specifications and Kent Special Provisions in a workmanlike manner satisfactory to the Engineer. SECTION 7-08.3(2) IS SUPPLEMENTED BYADDING 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. 640 Zone Pressure Reducing Valve Stations/Langholz 7 - 8 March 11, 2015 Project Number: 10-3025 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 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 7-08.5 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 I I" 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 640 Zone Pressure Reducing Valve Stations/Langholz 7 - 9 March 11, 2015 Project Number: 10-3025 specifications. This includes but shall not be limited to: excavating, loading, hauling, mixing, placing, shaping, and compacting. 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. 7-09 WATER MAINS SECTION 7-09.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-09.2 Materials All water main pipe shall be ductile iron and shall meet the requirements of the following sections of the Kent Special Provisions: Ductile Iron Water Pipe .............. 9-30.1 (1) Fittings for Ductile Iron Pipe ....... 9-30.2(1) The following aggregates shall meet the requirements of the following sections of the Kent Special Provisions: Bedding Material ....................... 9-03.12(3) Foundation Material................... 9-03.17 7-09.3 Construction Requirements SECTION 7-09.3(8) IS SUPPLEMENTED BYADDING THEFOLLOWING: 7-09.3(8) Removal and Replacement of Unsuitable Materials Where required or where directed by the Engineer, stabilization of the trench bottom shall be in accordance to Section 7-09.3(8) of the WSDOT Standard Specifications except that the foundation material shall meet the requirements of Kent Special Provisions 9-03.17. Excavation and disposal of the unsuitable material shall be considered as trench excavation. The unsuitable material shall be disposed of by the Contractor. 640 Zone Pressure Reducing Valve Stations/Langholz 7 - 10 March 11, 2015 Project Number: 10-3025 SECTION 7-09.3(9) IS DELETED AND REPLACED WITH THE FOLLOWING: 7-09.3(9) Bedding the Pipe In most cases, imported bedding is not required for water main installations. The native material shall be worked to form a continuous and uniform trench bottom for all buried pipe. Bedding material shall be tamped in layers around the pipe and to a sufficient height above the pipe to adequately support and protect the pipe, compaction shall be 95 percent of maximum dry density per ASTM D-1557. The Contractor shall use compaction equipment approved by the Engineer to obtain adequate compaction of the bedding material, so as to provide firm and uniform support for the full length of the pipe, valves and fittings. Care shall be taken to prevent any damage to the pipe or its protective coatings. Material larger than 1 1/2 inch diameter found in the trench shall be removed for a depth of at least two inches around the pipe. When specified, imported bedding material shall be used. All bedding material prior to use shall be subject to the approval of the Engineer. The responsibility for obtaining said approval shall rest solely with the Contractor. NOTE: Pea gravel will not be allowed as a bedding material. Bedding shall be placed 6 inches under and 6 inches over the pipe where, in the opinion of the Engineer, existing material is found to be unsuitable. SECTION 7-09-3(13) IS REVISED BY ADDING THE FOLLOWING TO THE LAST PARAGRAPH: 7-09.3(13) Handling of Pipe In addition, all installed lengths of pipe shall have a suitable swab or "pig" drawn continuously through them to remove all possible debris prior to flushing and disinfection. SECTION 7-09.3(19)A IS SUPPLEMENTED BYADDING THE FOLLOWING: 7-09.3(19)A Connections to Existing Mains Also see Appendix A-5 New Water Main Connection Procedures. Connections to existing mains which require turning off the water, shall not be made without at least five (5) working days notice to the Engineer, the City Water Department, and affected water customers. Prior to purchase of materials, the Contractor shall field inspect the connection points to verify the exact fittings, adaptors, etc. required to make an approved connection. The Contractor shall furnish and install 640 Zone Pressure Reducing Valve Stations/Langholz 7 - 11 March 11, 2015 Project Number: 10-3025 materials approved by the City. The City shall not be responsible for incorrect or unapproved materials purchased by the Contractor. Where various methods are possible, or if doubt exists as to what is required, the Contractor shall coordinate with the City prior to construction. The Contractor shall not make a connection to a live water main until after satisfactory pressure and purity tests. SECTION 7-09.3(20) IS DELETED AND REPLACED WITH THE FOLLOWING: 7-09.3(20) Detectable Marking Tape Instead of tracer tape, 12 gage solid copper wire protected with plastic shall be installed over all non-metallic water lines including service lines. The tracing wire shall be placed as shown on Standard Plans and shall extend the full length of the line. SECTION 7-09.3(23) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-09.3(23) Hydrostatic Pressure Test Hydrostatic pressure tests shall be made at a minimum pressure of 250 psi. SECTION 7-09.3(24) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-09.3(24) Disinfection of Water Mains Following the pressure test, flushing procedure and disinfection of the pipe, the Contractor shall arrange with the Public Works Inspector for coliform (purity) tests to be taken by the Water Department. Two samples taken 24-hours apart, with no flushing between samples is required to be taken from each apparatus. The Contractor may elect to contract with a City-approved lab for the tests. Contractor shall pay for purity tests as required by the City. The Contractor shall install corporation stops at all locations required to take bacteriological test samples. If the original test sample proves unsatisfactory, an additional charge will be assessed to the Contractor for processing each additional sample. SECTION 7-09.3(24)A IS SUPPLEMENTED BYADDING THE FOLLOWING: 7-09.3(24)A Flushing The Contractor shall be responsible for disposal of treated water flushed from mains. The sanitary sewer shall be the preferred option for disposal of all flushed water. The City shall approve disposal into available sanitary sewers, provided that the rate of disposal will not overload the sewer. 640 Zone Pressure Reducing Valve Stations/Langhol7 7 - 12 March 11, 2015 Project Number: 10-3025 All discharges to the storm system shall be tested for total residual chlorine using a portable "HACH" kit or equivalent, prior to discharge. NO DISCHARGE TO SURFACE WATERS OR THE STORM SYSTEM IS ALLOWED AT CONCENTRATIONS OF TOTAL RESIDUAL CHLORINE ABOVE 20 UG/1 (.02 MG/1). (Because the minimum detection limit for this test is about 10 ug/1 (.01 mg/1) under ideal conditions, field testing may lack precision.) If no acceptable discharge for the treated water is identified, the Contractor shall be required to dechlorinate the water prior to discharge. Water for testing and flushing, when taken from the City water mains shall pass through an approved reduced pressure backflow valve assembly. This activity must be coordinated with and approved by the City. SECTION 7-09.3(24)B IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-09.3(24)B Requirement of Chlorine All new, cleaned or repaired water mains shall be disinfected in accordance with AWWA Standard C651 . This Specification includes detailed procedures for the adequate flushing, disinfection, and microbiological testing of all water mains. SECTION 7-09.3(24)M IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-09.3(24)M Chlorinating Connections to Existing Water Mains and Water Service Connections After the new piping has been flushed, pressure tested, disinfected, and all purity test sample results are satisfactory, connections to the existing main can be made. All closure pieces and fittings shall be swabbed with an appropriate chlorine solution (5-6 percent CI), in accordance with AWWA Standard C651 . Maximum length of swabbed section of water main pipe shall be less than 18 feet (1 section of pipe). SECTION 7-09.4 IS REVISED BY DELETING THE FIRST PARAGRAPH AND REPLACING WITH THE FOLLOWING: 7-09.4 Measurement Measurement for payment of pipe for water mains will be by the linear foot of pipe laid, tested and approved and shall be along the pipe through fittings, valves, and couplings. 640 Zone Pressure Reducing Valve Stations/Langholz 7 - 13 March 11, 2015 Project Number: 10-3025 SECTION 7-09.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 7-09.5 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 "Pipe Zone Bedding for Water Main" 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. The unit contract price per ton for "Foundation Material, Class I and I I for Water Main" 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. The unit contract price per ton for "Bank Run Gravel for Trench Backfill for Water Main" 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 native 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 lineal foot for "6 Inch and 8 Inch Diameter Ductile Iron, Cl 52 Water Main Pipe" 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, cement concrete thrust blocking, risers, elbows, disinfecting, flushing, testing, temporary blowoffs, tapping and corporation stops required for testing, and additional costs for overtime work when working on weekends. The unit bid price per each for "8 Inch Connection to Existing Water Main" constitutes complete compensation for furnishing all labor, materials, tools, supplies and equipment necessary to wet tap the main or cut into the main and make the connection, complete in place as shown on the plans and described in the specifications. The unit bid price shall include but not be limited to excavation, dewatering, all fittings, couplings, adapters, tapping valve with tapping sleeves, 640 Zone Pressure Reducing Valve Stations/Langholz 7 - 14 March 11, 2015 Project Number: 10-3025 concrete blocking and disinfection. Costs for connection to the ends of existing pipes (water main extensions) including removal of existing concrete blocking, and connections to existing valves, crosses, and tees and similar fittings shall be included in this bid item. The cost to coordinate this work with the City Water Department and to notify affected users of the system such as adjoining businesses and property owners shall be included as part of this bid item. Also included shall be any costs resulting in work that is required to be performed at other than normal working hours. 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: Gate Valves...................................9-30.3(1) Valve Boxes ..................................9-30.3(4) Valve Marker Posts.........................9-30.3(5) Valve Stem Extensions ...................9-30.3(6) SECTION 7-12.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-12.3 Construction Requirements All valves shall have valve boxes installed with the cover lugs parallel to the direction of water flow. SECTION 7-12.3(1) IS DELETED AND REPLACED WITH THE FOLLOWING: 7-12.3(1) Installation of Valve Marker Posts Valve marker posts conforming to Kent Standard Plan 3-4 shall be located opposite each valve as directed by the Engineer. The 18 inches of exposed post shall be painted with two coats of approved white concrete paint, and then the size of the valve, the type of valve, and the distance in feet from the post to the valve shall be painted on the face of the post, using approved black paint and stencils which produce letters 2-inches high. SECTION 7-12.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 7-12.3(2) Replace Existing Valve Box Top Section and Lid See Section 9-30.3(4) of the Kent Special Provisions for material specifications. 640 Zone Pressure Reducing Valve Stations/Langholz 7 - 15 March 11, 2015 Project Number: 10-3025 Where shown in the plans or where directed by the Engineer, the Contractor shall furnish and install new Valve Box Top Section and Lid on existing water valves in accordance with the details shown in the plans, these Kent Special Provisions or as directed by the Engineer. Lid shall be the locking type. 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. 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. SECTION 7-12.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-12.4 Measurement Measurement of valve marker posts shall be incidental for new valve installations, and per each for valve marker post installed opposite an existing valve. Relocation and remarking of existing valve marker posts shall be incidental to the project. 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: 640 Zone Pressure Reducing Valve Stations/Langholz 7 - 16 March 11, 2015 Project Number: 10-3025 '.. 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 and all necessary fitting and appurtenances; furnishing and installing the valve box top section, lid, and base section; tapping valve with tapping tee where shown on the plans; valve nut extenders where needed; trenching; dewatering; backfilling and compacting selected materials;jointing; painting; disinfecting; flushing; hydrostatic and purity testing; furnishing and installing valve box with cover and a valve marker post; running a pig through valve. Water disconnect may be required after hours or on a weekend. Additional costs for weekend work, removal of existing valves, cutting and capping existing water mains shall be included in this item. SECTION 7-15 IS DELETED AND REPLACED WITH THE FOLLOWING: 7-15 SERVICE CONNECTIONS 7-15.3(2) Flushing, Disinfection and Testing All service pipe and appurtenances shall be prechlorinated prior to installation. After installation, the service connection shall be flushed prior to connecting the meter and tested after connection to the meter. 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 lump sum for "Install Park Orchard, Millennium, Daniel 6 Inch Pressure Reducing Valve Station Complete" shall constitute complete compensation for all labor, materials, tools and equipment necessary to install the new vault and its contents as shown on the plans, including but not limited to the excavation, bedding, fittings, components, and adaptors, operational testing, flushing, disinfection and start-up, which includes the following: • The Contractor shall coordinate with the City's Water Department regarding the installation sequence of the new vault, to ensure system continuity. • The Contractor shall utilize the services of the local regions manufacturer representative for start up of the PRV station. • The City's Water representatives shall be permitted to witness start up and will provide pressure settings to be used. 640 Zone Pressure Reducing Valve Stations/Langholz 7 - 17 March 11, 2015 Project Number: 10-3025 ® All scheduling of local area representatives services shall be the ', responsibility of the Contractor. The scheduled start up shall be consistent with normal work hours as defined in the contract unless otherwise determined by City Water Division. Contractor shall give the City's Water Division a minimum 72 hours (not to include weekends or holidays) notice prior to start up of the PRV station. Contractor shall provide the City with 2 copies of PRV start up information provided by local area representatives. 640 Zone Pressure Reducing Valve Stations/Langholz 7 - 18 March 11, 2015 Project Number: 10-3025 D I V I S I ON 8 - M I SCELLANEOUS CONSTRUCT I ON 8-01 EROSION CONTROL AND WATER POLLUTION CONTROL SECTION 8-01.1 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 Kent Special Provisions, and ordered by the Engineer as work proceeds. The TESCP are intended to minimize erosion and sedimentation as well as protect waters of the state and the city's municipal separate storm sewer system (MS4) as required by law. SECTION 8-01.2 1S SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.2 Materials Materials shall meet the requirements of the following sections of the Kent Special Provisions and the WSDOT Standard Specifications: Seed ....................................8-01 .3(2)B and 9-14.2 Fertilizer ...............................8-01 .3(2)B and 9-14.3 Mulch and Amendments ..........8-01 .3(2)D and 9-14.4 Tackifier ...............................8-01 .3(2)E and 9-14.4(7) 8-01.3 Construction Requirements SECTION 8-01.3(9) IS SUPPLEMENTED BYADDING THE FOLLOWING: 8-01.3(1) General Preventing and controlling pollution, erosion, runoff, and related damage requires the Contractor to install temporary stormwater best management practices (BMPs) as per the plans and as directed by the City. As site conditions dictate, additional BMPs may be required. The contractor shall anticipate the need for additional best management practices and propose necessary changes to the City. Should the Contractor fail to install the required temporary erosion and sediment control (TESC) measures or to perform maintenance in a timely manner, or fail to take immediate action to install additional approved measures, all fines, cost of cleanup, costs for delays and down time shall be borne by the Contractor. All cost for this work shall be paid for under the unit contract bid prices. The upgrading of the TESCP facilities shall not constitute a basis for additional working days for this project. 640 Zone Pressure Reducing Valve Stations/Langholz 8 - 1 March 11, 2015 Project Number: 10-3025 The Contractor shall provide the Engineer a minimum of two working days notice prior to clearing adjacent to any wetland, creek or other sensitive area. During the construction period, no disturbance beyond the flagged clearing limits shall be permitted. The flagging shall be maintained by the Contractor for the duration of construction. The TESC facilities shall be in accordance with and conform to the Kent Surface Water Design Manual, the WSDOT Standards Specifications, and the Ecology Construction Stormwater General Permit (if applicable), except as modified by the Kent Design and Construction Standards or these Kent Special Provisions. It shall be the responsibility of the Contractor to notify the City at once of any TESC deficiencies or changes in conditions such as rutting and or erosion that may occur during construction. The Contractor may recommend possible solutions to the Engineer in order to resolve any problems that are occurring. The requirements of this section shall apply to all areas of the site subject to construction activity as described in the WSDOT Standard Specifications, the Kent Special Provisions and contract plans, including Contractor construction support facilities, Contractor personnel parking areas, equipment and material storage/laydown areas, and other areas utilized by the Contractor for completion of the work. Nothing in this section shall relieve the Contractor from complying with other contract requirements. SECTION B-01.3(1)A IS SUPPLEMENTED BYADDING 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 640 Zone Pressure Reducing Valve Stations/Langholz 8 - 2 March 11, 2015 '.... Project Number: 10-3025 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 B-09.3(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. 640 Zone Pressure Reducing Valve Stations/Langholz 8 - 3 March 11, 2015 Project Number: 10-3025 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. 640 Zone Pressure Reducing Valve Stations/Langholz 8 - 4 March 11, 2015 Project Number: 10-3025 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. 5. 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 640 Zone Pressure Reducing Valve Stations/Langholz 8 - 5 March 11, 2015 Project Number: 10-3025 8-01 .3(2)B. The application of seed, fertilizer, and mulch shall be 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 BYADDING THE FOLLOWING: 8-01.3(2)G Protection and Care of Seeded Areas Protect adjacent property, public walks, curbs and pavement from damage. Do not place soil directly on paved surfaces. Locate all underground utilities prior to the commencement of work. Keep streets 640 Zone Pressure Reducing Valve Stations/Langholz 8 - 6 March 11, 2015 Project Number: 10-3025 and area drains open and free flowing. Protect all seeding against wind, storm, and trespassing. Replace any plants that become damaged or injured. In seeded areas, treat and reseed damaged spots larger than one square foot. SECTION 8-01.3(2)H IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.3(2)Hl Inspection Inspection of seeded areas shall be made upon completion of seeding operations, at the end of the maintenance period, and at any time during the maintenance period. The Contractor shall reseed, re-mulch or re-fertilize as required to establish a uniform, thick stand of grass. A uniform stand of grass shall be defined as any grass area with no spots greater than one square foot. Areas failing to show a uniform thick, healthy stand of grass after the maintenance period shall be reseeded consistent with the Kent Special Provisions at the Contractor's expense. Reseeded areas will be subject to inspection for acceptance. 8-01.3(9) Sediment Control Barriers SECTION 8-01.3(9)D IS SUPPLEMENTED BYADDING THE FOLLOWING: 8-01.3(9)D Inlet Protection Cleaning and maintenance of inlet protection shall not flush sediment, or sediment-laden water into the downstream system. SECTION 8-01.3 IS SUPPLEMENTED BYADDING THE FOLLOWING NEW SECTION: 8-01.3(17) Vehicle Maintenance and Storage Handling and storage of fuel, oil and chemicals shall not take place within 50 feet of waterways. Storage shall be in dike tanks and barrels with drip pans provided under the dispensing area. Shut-off and lock valves shall be provided on hoses. Fuel, oil, and chemicals shall be dispensed only during daylight hours unless approved by the engineer. Fencing shall be provided around storage area. Locks shall be provided on all valves, pumps, and tanks. Materials used to clean up fuel, oil, and chemical spills shall be disposed of as directed by the engineer. Water used for washing vehicles and equipment shall not be allowed to enter storm drains or other State waters. No processed waste water(s) of any kind shall be discharged onto the ground, to surface waters, or to stormwater conveyance systems. 640 Zone Pressure Reducing Valve Stations/Langholz 8 - 7 March 11, 2015 Project Number: 10-3025 SECTION 8-01.5 IS SUPPLEMENTED SYADDING 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) ❑n 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 per hour increments. 640 Zone Pressure Reducing Valve Stations/Langholz 8 - 8 March 11, 2015 Project Number: 10-3025 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, Type B, and Type C............. 9-14.1 (1), (2), (3) Seed ....................................................... 9-14.2 Fertilizer.................................................. 9-14.3 Mulch and Amendments............................. 9-14.4 Wood Cellulose Fiber ................................. 9-14.4(2) Special Planting Mixture............................. 9-14.4(9) Erosion Control Devices ............................. 9-14.5 640 Zone Pressure Reducing Valve Stations/Langholz 8 - 9 March 11, 2015 Project Number: 10-3025 Botanical identification and nomenclature of plant materials shall be based on descriptions by Bailey in "Hortus Third" or superseding editions and amendments. 8-02.3 Construction Requirements SECTION 8-02.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(1) Responsibility During Construction The Contractor shall at all times keep the planted areas free from accumulations of waste materials or rubbish. Upon completion of the planting work, the Contractor shall immediately remove all refuse and debris resulting from the planting activities. The project will not receive either preliminary or final approval if the cleanup does not meet with the approval of the Engineer. SECTION 8-02.3(3) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(3) Weed and Pest Control During the maintenance period, all weeds are to be removed by hand. SECTION 8-02.3(11) IS REVISED AS FOLLOWS: 8-02.3(11) Bark or Wood Chip Mulch Revise all references in this section from bark or wood chip mulch to "compost or xylem wood chips". SECTION 8-02.3(13) IS SUPPLEMENTED BYADDING THE FOLLOWING: 8-02.3(13) Plant Establishment The Contractor is responsible for maintaining all trees and shrubs in a clean and thriving condition for a period of not less than two calendar years. The period of maintenance shall begin upon final installation and inspection of work, and subsequent written notification by the Engineer. Maintenance shall include all necessary cleaning, weeding, pruning, watering, and one supplemental feeding with approved fertilizer. The Contractor shall water all trees and shrubs a minimum of once per week during the months of June through September to establish the vegetation during the dry summer months, Maintenance of this watering schedule is critical to the survival of the trees and shrubs. SECTION 8-02.3(14) IS SUPPLEMENTED BYADDING THE FOLLOWING: 8-02.3(14) Plant Replacement The Contractor shall replace all trees and shrubs which, in the opinion of the City Nursery Supervisor, have failed to establish themselves 640 Zone Pressure Reducing Valve Stations/Langholz 8 - 10 March 11, 2015 Project Number: 10-3025 during the maintenance period at its sole expense. All replacement planting shall be conducted in conformance to these specifications. SECTION 8-02.3 IS SUPPLEMENTED BYADDING 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 BYADDING 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.. 8-04 CURBS, GUTTERS, AND SPILLWAYS SECTION 8-04.3(1) IS SUPPLEMENTED BYADDING THE FOLLOWING: 8-04.3(1) Cement Concrete Curbs, Gutters and Spillways The City will provide control staking in accordance with Section 1- 05.5(6) of the Kent Special Provisions. If the curb and gutter flow line is found to deviate from the flow line shown on the plans by more than 0.03 foot, the Contractor shall remove the faulty section of curb and gutter and replace it with a new section meeting specifications. The removal and replacement shall be at no cost to the City. SECTION 8-04.5 IS SUPPLEMENTED BYADDING THE FOLLOWING: 8-04.5 Payment Add the following to Section 8-04.5 of the WSDOT Standard Specifications: 640 Zone Pressure Reducing Valve Stations/Langholz 8 - 11 March 11, 2015 Project Number: 10-3025 The unit contract price per linear foot for "Cement Concrete Curb and Gutter" 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 temporary fencing type specified in accordance with the plans, these specifications, and in reasonably close conformity with the line staked by the Engineer. SECTION 8-12.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-12.4 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. SECTION 8-12.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-12.5 Payment "Temporary Fencing," per linear foot. 8-14 CEMENT CONCRETE SIDEWALKS SECTION 8-14.1 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 8-94.3(3) IS DELETED AND REPLACED WITH THE FOLLOWING: 8-14.3(3) Placing and Finishing Concrete The concrete shall be placed in the forms and struck off with an approved straightedge. As soon as the surface can be worked, it shall be troweled smooth with a steel trowel. After trowling and before installing the contraction joints or perimeter edging, the walking surfaces of the sidewalk and ramps shall be brushed in a traverse direction with a stiff bristled broom. The curb 640 Zone Pressure Reducing Valve Stations/Langholz 8 - 12 March 11, 2015 Project Number: 10-3025 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 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 5-94.5 IS SUPPLEMENTED BYADDING 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: The unit bid per square yard for "Cement Concrete Sidewalk 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. 640 Zone Pressure Reducing Valve Stations/Langholz 8 - 13 March 11, 2015 Project Number: 10-3025 8-20 ILLUMINATION. TRAFFIC SIGNAL SYSTEMS. AND ELECTRICAL - I SECTION 8-20. 1 IS REVISED AS FOLLOWS: 8-20.1 Description THE SECOND PARAGRAPH IS REVISED TO READ AS FOLLOWS: j Unless otherwise noted in the plans, the locations of traffic signal poles, controller cabinets, and street light standards are exact. The locations of junction boxes, conduits and similar appurtenances shown in the plans are approximate; and the proposed locations will be staked or similarly marked by the Contractor and approved by the Engineer. 8-20.3 Construction Requirements SECTION 8-20.3(5) IS REVISED AS FOLLOWS: 8-20.3(5) Conduit THE SECOND PARAGRAPH IS REPLACED IN ITS ENTIRETY WITH THE FOLLOWING: The size of conduit used shall be that size shown in the plans. Conduits smaller than 2-inch electrical trade size shall not be used. No conduit run shall exceed 225 degree total bends in any run without prior approval of the Engineer. THE FOLLOWING PARAGRAPH IS ADDED AFTER THE SECOND PARAGRAPH: The Contractor shall install 1/4 inch diameter nylon pull rope in all conduit runs. A tracer wire terminating within junction boxes shall be installed in all conduits intended for future use. The tracer wire shall be uninsulated #8 AWG stranded copper. SECTION 8-20.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-20.5 Payment The unit contract price per lineal foot for "Supply and Install 2 Inch Diameter Schedule 80 PVC Conduit' constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment to provide, trench and install the conduit as shown. The bid price includes, but is not limited to excavation of unsuitable material, hauling, conduit placement, backfilling, compaction and clean up. The unit contract price per each for "Junction Box Type 1" constitutes complete compensation for furnishing all labor, tools, supplies, equipment and materials to furnish and install thejunction box, including dewatering if necessary, backfill compaction, adjustment to final grade and tack welding lid shut after final inspection. 640 Zone Pressure Reducing Valve Stations/Langholz 8 - 14 March 11, 2015 Project Number: 10-3025 The force account contract price for "Miscellaneous Electrical" shall be full pay for furnishing all remaining labor, materials, equipment, permitting, conductors, combination meter socket load center, breakers, fittings, and coordination for constructing the remaining electrical work not contained in another bid item to provide a complete operational system whether shown on the plans or stated in the specifications. Note: City shall be responsible for any service fees from Puget Sound Energy. The magnetic flow meter signal wire to connect the City's existing PLC to the flow meter IFC 300 signal converter head will be provided and installed by the City in the future. 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; backfill, compaction, surface restoration, and cleanup are included with this work. 8-28.4 Measurement Pothole utilities shall be measured per pothole work performed. 8-28.5 Payment Payment will be made in accordance with Section 1-04.1 , for the following bid items when they are included in the Proposal: 640 Zone Pressure Reducing Valve Stations/Langholz 8 - 15 March 11, 2015 Project Number: 10-3025 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. 8-32 UNDERGROUNDING OF ELECTRICAL FACILITIES 8-32.2 Materials The backfill material for trench and vault excavations shall conform to the requirements of Gravel Borrow except, the maximum size stone shall not exceed 4 inches. 8-32.3 Construction Requirements 8-32.3(1) Vault Excavation See Section 2-09 of the WSDOT Standard Specifications, except as herein modified and/or supplemented. Where indicated on the plans or where directed by the Engineer, excavation and foundation preparation required for the installation of electrical and telephone vaults and electrical and telephone handholes by the serving utility, shall be performed by the Contractor. The foundation shall consist of a six (6) inch thick layer of crushed surfacing top course (5/8 minus) compacted to 95 percent maximum density measured in accordance with Section 2-03.3(14)D of the WSDOT Standard Specifications by use of compaction equipment specified in Section 2-09 of the WSDOT Standard Specifications. The excavation shall be backfilled in conformance with the requirements of Section 2-09 of the WSDOT Standard Specifications. 8-32.3(2) Trench Excavation and Backfill for Electrical, Telephone and TV The excavation required for the installation of electrical, telephone and TV conduit and cable to be installed by the serving utility shall be performed by the Contractor. The trenches shall not be excavated wider than necessary for the proper installation of the electrical, TV and telephone appliances. The excavation shall be backfilled in conformance with other applicable requirements as outlined elsewhere in these Kent Special Provisions and WSDOT Standard Specifications. Typical trench details are shown on the plans. The Contractor shall use the native trench excavation for backfill when in the opinion of the Engineer, it is suitable for that purpose and shall dispose of all excess material as directed by the Engineer. 640 Zone Pressure Reducing Valve Stations/Langholz 8 - 16 March 11, 2015 Project Number. 10-3025 It shall be the Contractor's responsibility to coordinate its work with the serving utility prior to and during construction and shall protect the owner against any and all damages arising therefrom. 8-32.3(4) Backfill for Electrical, Telephone and TV Trench Wherever a trench is excavated in a paved roadway, sidewalk or other areas where minor settlement would be detrimental and where the native excavated material is not suitable for compaction as backfill, the trench shall be backfilled with the specified granular backfill, as the Engineer may direct. The backfill material shall be placed in successive layers, not exceeding twelve (12) inches in loose thickness, each layer shall be compacted to at least 95 percent of maximum dry density in accordance with ASTM D-1557. 8-32.3(5) Trench Restoration For undergrounding outside of the street construction limits, pavement patching shall be accomplished in accordance with applicable portion of these WSDOT Standard Specifications and General Special Provisions. The Contractor shall also restore to a condition equal to the original condition, improvements such as pavement markings, trees, signs, sidewalks, curbs and other underground utilities, etc., which were damaged or removed during construction in accordance with the section for general restoration of the General Special Provisions. 8-32.3(6) Removal of Overhead Electrical Distribution System The Contractor should be aware that once the underground electrical distribution system is energized, the adjacent property owners have ninety (90) days from date of their notification to convert to the underground system. Removal of the overhead electrical distribution system cannot take place until all respective service conversions have been completed. No compensation will be granted to the Contractor for delays attributed to the conversion. 8-32.5 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 lineal foot for "Utility Trench 2 Ft. Wide, 3 Ft. Cover" constitutes complete compensation for furnishing all labor, materials, tools, supplies and equipment necessary to excavate and backfill for trenches as 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) and cleanup. 640 Zone Pressure Reducing Valve Stations/Langholz 8 - 17 March 11, 2015 Project Number: 10-3025 The unit contract bid price per ton for "Sand for Conduit Bedding" shall constitute complete compensation for all materials, equipment, tools and supplies necessary to furnish and install the sand for bedding the conduit as shown on the plans and as specified herein. 640 Zone Pressure Reducing Valve Stations/Langholz 8 - 18 March 11, 2015 '.. Project Number: 10-3025 DIVISION 9 - MATERIALS 9-03 AGGREGATES SECTION 9-03.92(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 1 nch 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. 17 IS DELETED AND REPLACED WITH THE FOLLOWING: 9-03.17 Foundation Material Class 1 and Class I I Foundation Material Class I and Class I I shall be used to replace unsuitable material removed from unstable pipe trench bottoms. Foundation Material Class I and Class 11 shall conform to the following gradations: Percent Passing Sieve Size Class I Class 11 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. Adsorption 3% max 640 Zone Pressure Reducing Valve Stations/Langholz 9 - 1 March 11, 2015 Project Number: 10-3025 I (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 9-14 EROSION CONTROL AND ROADSIDE PLANTING SECTION 9-14.1(1) IS SUPPLEMENTED BYADDING THE FOLLOWING: 9-14.1(1) Topsoil Type A The topsoil shall be imported and shall be friable surface soil from the A horizon as determined by the United States Agriculture Soil Conservation Service Soil Survey. Topsoil shall be free from: Materials toxic to plant growth; noxious weed seeds, rhizomes, roots; subsoil; stones and other debris. All topsoil shall pass through a 1 inch screen. Maximum electrical conductivity shall be 2.0 milliohms and the maximum exchangeable sodium percentage shall be 10 percent. Topsoil Type A shall consist of a sandy clay loam, sandy loam, loam, clay loam, silty clay loam, or silt loam soil. These soil textural classes shall be determined by the United States Department of Agriculture Classification System. These textural classes shall be restricted by the following maximum percentage compositions based on the Material passing the Number 10 screen. Separates Maximum Percentage Allowable Sand 50% Clay 20% The maximum percentage retained on a t/4 inch screen shall not exceed 20 percent by volume. Of the Material passing the /4 inch screen, the maximum allowable percentage of gravel retained on a Number 10 screen shall not exceed 10 percent by weight. Total organic matter shall be at least 5% by dry weight for areas where turf will be installed, and at least 10% by dry weight for all other landscape areas. Organic matter shall be determined by Loss-on-Ignition test. Acceptable tests include the most current version of ASTM D2974 "Test Methods for Moisture, Ash, and Organic Matter of Peat and Other Organic Soils," and TMECC 05.07A "Loss-On-Ignition Organic Matter Method." Topsoil Type A shall be amended with Compost if more organic content is needed to meet these organic matter requirements. In a blended topsoil, 5% organic matter is produced by blending 20-25% compost by volume into a mineral soil, and 10% organic matter is produced by blending 35-40% compost by volume into a mineral soil. Compost used 640 Zone Pressure Reducing Valve Stations/Langholz 9 - 2 March 11, 2015 Project Number: 10-3025 shall meet the definition of Composted Material in Section 9-14.4(8). The pH shall be within the range 5.5 to 7.5. Topsoil Type A shall not contain any viable seeds or roots capable of sprouting any State-listed noxious weed, or invasive root-propagating plants including but not limited to horsetail, ivy, clematis, knotweed, etc. Soil found to contain these prohibited viable plant materials shall be removed and replaced at the Contractor's expense. Planting Soil and Turf Area Soil Planting Soil Description: Planting soil shall consist of 67% sandy loam and 33% composted organic material by volume. A. The soil shall meet the following requirements: 1 . Soil shall be sandy loam or loamy sand consisting largely of sand, but with enough silt and clay present to give it a small amount of stability. Individual sand grains can be seen and felt readily. On squeezing in the hand whey dry, it shall fall apart when the pressure is released; on squeezing when moist, it shall form a cast that does not only hold its shape when the pressure is released, but shall withstand careful handling without breaking. The mixed soil shall meet the following gradation: Screen Size Percent Passing 1/2 inch 100 1/4 inch 95 — 100 #10 85 — 95 #30 60 — 75 #60 50 — 60 #100 20 — 30 #200 5 - 15 B. Shall have a pH range of 5.5 — 7.5. Soils indicated having a pH below 5.5 shall be treated with dolomitic limestone as necessary to attain this pH range. Soils having a pH greater than 7.5 shall be treated with sulfur as necessary to attain this pH range. The pH shall be determined by soil test. C. Organic material shall consist of composted yard debris or organic waste material composted for a minimum of 3 months. Compost shall consist of 100% recycled content. In addition, the organic material shall have the following physical characteristics: 640 Zone Pressure Reducing Valve Stations/Langholz 9 - 3 March 11, 2015 Project Number: 10-3025 1 . Shall ass a standard cress test for seed germination 90% P germination compared to standard). 2. Shall have a pH from 5.5 to 7.5. 3. Shall have a maximum electrical conductivity of 3.0 ohms/cm. 4. Shall have a maximum carbon to nitrogen ratio of 40:1 . 5. Shall be certified by the "Process to Further Reduce Pathogens" (PFRP) guideline for hot composting as established by the United States Environmental Protection Agency. D. Submit a certified laboratory analysis from an accredited soils testing laboratory indicating the Material source and compliance with all planting soil Specifications to the Engineer for approval before delivery to the Project Site. The analysis shall be with a sample size of no less than 2 pounds. E. Site specific soil testing (after placement of material) may be required for Projects requiring more than 50 cubic yards of planting soil. A Contractor provided accredited laboratory approved by the Engineer shall make recommendations for amendments required for optimum growth at no cost to the Owner. The Contractor will be allowed 4 Working Days to complete the testing from the time of written notice given by the Engineer. Acceptable Sources can be found at the Clean Washington Center organization's web-site www.crc.org. Turf Area Soil Description: Turf Area Soil is for general-use and passive recreation lawn areas. Turf Area Soil shall consist of 75% sand or loamy sand and 25% Composted Organic Material by volume. A. Sand used shall meet the following: Screen Size Percent Passing 3/8 100 No. 20 77 — 100 No. 60 0 — 23 No. 200 1 - 10 B. Sand shall have a pH range of 5.0 — 6.5. Soils indicated having a pH below 5.0 shall be treated with dolomitic limestone as necessary to attain this pH range. Soils having a pH greater than 6.5 shall be treated with sulfur as necessary to attain this pH range. The pH shall be determined by soil test. C. Organic material shall consist of Fine Composted Material as described below. 640 Zone Pressure Reducing Valve Stations/Langholz 9 - 4 March 11, 2015 Project Number: 10-3025 D. Turf Area Soil shall not contain any viable seeds or roots capable of sprouting of any State-listed noxious weed, or invasive root- propagating plants including but not limited to horsetail, ivy, clematis, knotweed, etc. Soil found to contain these prohibited viable plant materials shall be removed and replaced at the Contractor's expense. E. Submit a certified laboratory analysis from an accredited soils testing laboratory indicating the Material source and compliance with all Specifications to the Engineer for approval prior to delivery to the Project Site. Sample size shall be a minimum of 2 pounds. 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. 9-14.1 (1)13 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 BYADDING 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: 640 Zone Pressure Reducing Valve Stations/Langholz 9 - 5 March 11, 2015 Project Number: 10-3025 Mix A (Roadside and Erosion Control Grass): Weight Seed Mix "A" Min. % Min. % Max. % Proportion Ingredient Pure Seed Germination Weed Seed 40% Perennial R e rass 98% 90% 0.5% 40% Creeping Red Fescue 98% 85% 0.5% 10% Colonial Bent grass 98% 90% 0.5% 10% White Dutch Clover 98% 90% 0.5% (Pre-inoculated) Mix B (Landscaped Area Grass): Weight Seed Mix "B" Min. % Min. % Max. % Proportion Ingredient Pure Seed Germination Weed Seed 15% Creeping Red Fescue 95% 90% 0.5% 10% Chewin s Fescue 95% 90% 0.5% 40% Perennial R e rass 95% 90% 0.5% 20% Alta Tall Fescue 95% 90% 0.5% 15% Annual R e rass 95% 90% 0.5% The Contractor shall submit to the Engineer the manufacturer's Certificate of Conformance for seed. A complete analysis of the seed shall be submitted to the City for approval including percent of pure seed, germination, other crop seed, inert and weed and the germination test date. The City reserves the right to reject any or all plant material at any time until final inspection or acceptance. The Contractor shall remove rejected plants immediately from site. The Contractor shall produce upon request sales receipt for all nursery stock and certificates of inspection. SECTION 9-14.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-14.3 Fertilizer Fertilizer for trees: Fertilizer shall consist of slow-release commercial fertilizer (6-10-8). Fertilizer for upland seeded areas: Lilly Miller or approved equal to provide the following nutrients: All areas which are seeded shall receive fertilizer of the following proportions and formulation: Total available Nitrogen ........... 16% of weight (of which 50% is derived from ureaform) Total available Phosphorous ..... 16% of weight Total available Potassium......... 16% of weight Fertilizer for wetland seeded areas: All areas which are seeded in wetlands or in detention ponds shall receive fertilizer of the following proportions and formulation: 640 Zone Pressure Reducing Valve Stations/Langholz 9 - 6 March 11, 2015 Project Number: 10-3025 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. 9-14.4 Mulch and Amendments SECTION 9-14.4(8) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-14.4(8) Compost Compost products shall be the result of the biological degradation and transformation of Type I or I I I feedstocks as specified below, under controlled conditions designed to promote aerobic decomposition, per WAC 173-350-220, which is available at http://www.ecy.wa.gov/programs/swfa/compost. Compost shall be stable with regard to oxygen consumption and carbon dioxide generation. Compost shall be mature with regard to its suitability for serving as a soil amendment as defined below. The compost shall have a moisture content that has no visible free water or dust produced when handling the material. Compost production and quality shall comply with Chapter 173-350 WAC, and meet the following physical criteria: 1 . Compost material shall be tested in accordance with the U.S. Composting Council "Testing Methods for the Examination of Compost and Composting" (TMECC) Test Method 02.02-13, "Sample Sieving for Aggregate Size Classification," to meet the size gradations established in the U.S. Composting Council's "Seal of Testing Assurance" (STA) program, as follows. Fine Compost, typically used for soil amendment, shall meet the following gradation by dry weight: Min. Max. Percent passing 2" 100% Percent passing 1" 99% 100% Percent passing 5/8" 90% 100% Percent passing 1/4" 75% 100% 640 Zone Pressure Reducing Valve Stations/Langholz 9 - 7 March 11, 2015 Project Number: 10-3025 i Coarse Compost, typically used for erosion control or surface mulching, shall meet the following gradation by dry weight: Min. Max. Percent passing 3" 100% Percent passing 1" 90% 100% Percent passing 3/4" 70% 100% Percent passing 1/4" 40% 60% 2. The pH shall be between 6.0 and 8.5 when tested in accordance with TMECC 04.11-A, 1 :5 Slurry pH." 3. Manufactured inert material (plastic, concrete, ceramics, metal, etc.) shall be less than 1 .0 percent by weight as determined by TMECC 03.08-A "percent dry weight basis." 4. Minimum organic matter content shall be 40 percent by dry weight basis as determined by TMECC 05.07A, "Loss-On-Ignition Organic Matter Method." 5. Soluble salt contents shall be less than 4.0 mmhos/cm tested in accordance with TMECC 04.10-A, "1 :5 Slurry Method, Mass Basis." 6. Maturity shall be greater than 80% in accordance with TMECC 05.05-A, "Germination and Vigor." 7. Stability shall be 7 or below in accordance with TMECC 05.08-B, "Carbon Dioxide Evolution Rate." 8. The compost product must originate a minimum of 65 percent by volume from recycle plant waste as defined in WAC 173-350-100 as "Type I Feedstocks." A maximum of 35 percent by volume of other approved organic waste as defined in WAC 173-350-100 as "Type III," including post-consumer foot waste, but not including biosolids, may be substituted for recycled plant waste. The Engineer may approve compost products containing up to 35% biosolids or manure feedstocks for specific projects or soil blends, but these feedstocks are not allowed unless specified, and not allowed in compost used for Bioretention Soils. The supplier shall provide written verification of feedstock sources. 9. Fine Compost shall have a carbon to nitrogen ration of less than 25:1 as determined using TMECC 04:01 "Total Carbon" and TMECC 04.02D "Total Kjeldhal Nitrogen." The Engineer may specify a C:N ratio up to 35:1 for projects where the plans selected are entirely Puget Sound native species. Coarse Compost shall have a carbon to nitrogen ration between 20:1 and 45:1 . 10. The Engineer may also evaluate compost for maturity using the Solvita Compost Maturity Test at time of delivery. Fine Compost shall score a number 6 or above on the Solvita Compost Maturity Test. Coarse Compost shall score a 5 or above on the Solvita Compost Maturity Test. 640 Zone Pressure Reducing Valve Stations/Langholz 9 - 8 March 11, 2015 Project Number: 10-3025 The compost supplier shall test all compost products within 90 Calendar Days prior to application. Samples shall be collected using the Seal of Testing Assurance (STA) sample collection protocol. The sample collection protocol can be obtained from the U.S. Composting Council, 4250 Veterans Memorial Highway, Suite 275, Holbrook, NY 11741 Phone: 631-737-4931 , www.compostingccouncil.ro�. The sample shall be sent to an independent STA Program approved laboratory. The compost supplier shall pay for the test. A copy of the approved independent STA Program laboratory test report shall be submitted to the Engineer prior to initial application of the compost. For compost to be used in Bioretention Soil at least 10 Working Days prior to placement the Contractor shall submit a sample of each type of compost to be used on the project to the Engineer. For other compost uses, the Engineer may request a sample prior to placement. Compost not conforming to the above requirements or taken from a source other than those tested and accepted shall be immediately removed from the project and replaced at no cost to the Owner. The Contractor shall submit the following information to the Engineer for approval: 1 . A copy of the Solid Waste Handling Permit issued to the supplier by the Jurisdictional Health Department as per WAC 173-350 (Minimum Functional Standards for Solid Waste Handling). 2. The supplier shall verify in writing, and provide lab analyses that the Materials comply with the processes, testing, and standards specified in WAC 173-350 and these Specifications. An independent STA Program certified laboratory shall perform the analysis. 3. A list of the feedstock by percentage present in the final compost product. 4. A copy of the producer's current STA certification as issued by the U.S/ Composting Council. Acceptance shall be based upon a satisfactory Test Report from an independent STA program certified laboratory and the sample(s) submitted to the Engineer. SECTION 9-14.4 IS SUPPLEMENTED BYADD/NG THE FOLLOWING NEW SECTIONS: 9-14.4(9) Special Planting Mixture Special planting mixture shall consist of a two-way mix consisting of 25% Pacific Garden Mulch and 75% Loamy Sand by volume. The organic component shall consist of composted yard debris or organic waste material composted for a minimum of 3 months. Compost shall consist of 100% recycled content. 640 Zone Pressure Reducing Valve Stations/Langho lz 9 - 9 March 11, 2015 Project Number: 10-3025 Loamy sand 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: Sieve Size Percent Passing /a" square 100 US No. 10 80 -90 US No. 30 65-70 US No. 60 25 — 35 US No. 100 15 — 25 US No. 200 5 - 10 9-14.4(12) Wood Cellulose Fiber I, Wood cellulose mulch shall be specially processed 100 percent virgin wood fiber containing no growth or germination-inhibiting ingredients. It shall be manufactured in such a manner that after addition and agitation in slurry tanks with water, the fibers in the material will become uniformly suspended to form a homogenous slurry. When hydraulically sprayed on the ground, the material shall allow the absorption and percolation of moisture. Wood cellulose mulch shall be specially processed 100 percent virgin wood fiber containing no growth or germination-inhibiting ingredients. It shall be manufactured in such a manner that after addition and agitation in slurry tanks with water, the fibers in the material will become uniformly suspended to form a homogenous slurry. When hydraulically sprayed on the ground, the material shall allow the absorption and percolation of moisture. Wood cellulose fiber shall be Weyerhaeuser Silva-Fiber Plus w/Tackifier or approved equal. Organic matter content shall be at least 93 percent on an oven-dry basis as determined by ASTM D 586. The moisture content shall be no more than 15 percent as determined by oven dried weight. Each package of the cellulose fiber shall be marked by the manufacturer to show the dried weight content. 9-30 WATER DISTRIBUTION MATERIALS 9-30.1 Pipe SECTION 9-30.1(1) IS SUPPLEMENTED BYADD/NG THEFOLLOWING: 9-30.1 (1) Ductile Iron Pipe Pipe for water mains shall be cement mortar lined ductile iron Class 52 and conforming to the latest revisions to the ANSI specifications. Connections shall be mechanical or push-on joint with rubber gaskets unless otherwise specified on the plans. 640 Zone Pressure Reducing Valve Stations/Langholz 9 - 10 March 11, 2015 Project Number: 10-3025 9-30.2 Fittings SECTION 9-30.2(l) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-30.2(1) Ductile Iron Pipe Cast or ductile iron pipe fittings shall have the same coating, lining and strength as the pipes to which they are connected. Fittings shall be flanged or mechanical joint. Mechanical joint fitting gaskets shall be vulcanized styrene butadiene rubber gaskets (SBR) in accordance with the most current version of AWWA standard C111/A21 .11 . Flanged joint fitting gaskets shall be full face synthetic rubber gaskets appropriate to meet the required pressure rating in accordance with the most current versionof AWWA standard C1 15/A21 .15. 9-30.3 Valves SECTION 9-30.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-30.3(1) Gate Valves (3 to 16 Inches) Gate valves shall be resilient wedge gate type as manufactured by Clow, American Darling, Waterous, Dresser M&H, Mueller or an approved equal, with epoxy-coated valve interiors. They shall conform to AWWA specifications C-509, and shall have a working pressure rating of 250 psi, unless otherwise specified in the Kent Special Provisions. They shall be iron bodied bronze mounted, non-rising stem, and counterclockwise opening. Valve stems shall be provided with O-ring seals. SECTION 9-30.3(4) IS DELETED AND REPLACED WITH THE FOLLOWING: 9-30.3(4) Valve Boxes Valve boxes shall be installed on all buried valves and conform to Kent Standard Plan 3-7. The box shall be of cast iron, 2-piece design with a base corresponding to the size of the valve and the top section. The box shall be coal-tar painted by the manufacturer using industry standards. The valve box top section shall be an Olympic Foundry No. 940. The cover shall be an Olympic Foundry deep skirt No. 940 DS, have the word "WATER" cast into it, and shall be of the non-locking type, unless a locking cover is specifically called for in the Kent Special Provisions or shown on the plans. The bottom section shall be an Olympic VB-1C or approved equal. A 3 feet x 3 feet x 6 inches concrete pad, flush with finish grade, shall be poured around each valve box top section not located within asphalt or concrete finished areas. Valve box covers shall have the lugs or stainless cap screws installed parallel to the direction of water flow. 640 Zone Pressure Reducing Valve Stations/Langholz 9 - 11 March 11, 2015 Project Number: 10-3025 SECTION 9-30.3(5) IS DELETED AND REPLACED WITH THE FOLLOWING: 9-30.3(5) Valve Marker Posts Valve marker posts shall be constructed of Class 3000 cement concrete; shall be 4-inches by 4-inches by 42-inches long with a 6-1/4 inch by 4-inch base; shall contain one number 3 reinforcement bar; and shall otherwise conform to Kent Standard Plan 3-4. The exposed portion of the marker posts shall be coated with two coats of WHITE concrete paint. The FOG-TITE valve marker post is the pre-approved marker post. 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. 640 Zone Pressure Reducing Valve Stations/Langholz 9 - 12 March 11, 2015 Project Number: 10-3025 OLYMPIC FOUNDRY VB 940 WITH '.... TWO (2)INCH "DEEP SKIRT"COVER. '. THE COVER SHALL BE MARKED"WATER". °a 411 Z X i .y r i a d EXTENSION m WATER AS NEEDEDa g a.. M da d 3'xTx4"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 j PRE-APPROVED EQUAL AND OPERATING SHALL BE COMPATIBLE NUT WITH TOP SECTION ROCK GUARD, 4 1/4" DIA. 1/8" MIN.THICK '.. o II I x w 0 VALVE BOX WITH w w z OPERATING NUT EXTENDER J 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 S ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT 1 EARS, LUGS OR STAINLESS CAP �pP WASyl '�� THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST. SCREWS COVER SHALL BE ALIGNED �Q 1 co CITY KENT WITH DIRECTION OF WATER FLOW. � � Z � ENGINEERING DEPARTMENT 4. FOR ADDITIONAL REQUIREMENTS AND Cam' �]' �+ iceNT VALVE BOX AND USE SEE WSDOT STD.SPECIFICATIONS -a R 21493 p � w..",.,.,. OPERATING NUT EXTENDER SECTION 3.19 ��F �GISTER� oEsicNEo__orww SCALE NONE STANDARD PLAN S. VALVE BOX SHALL BE CENTERED OVER GNAI EN DRAWN 9B CHECKED DATE 3-7 2"SQUARE OPERATING NUT. APPROVED u+mxm+ September:2C98 B THRUST BLOCK - TABLE P MINIUM BEARING AREA AGAINST 'I UNDISTURBED SOIL SQUARE FEET PIPE PRESSURE ' SIZE PSI A B C D E 100 P51 200 2/(1) 1/(NONE) I/(NONE) NONE NONE 4 300 3/(2) 2/(2) 2/(1) 1/(1) NONE NONE 200 4/(3) 3/(2) 3/(1) 1/(1) 1/(NONE) 6 300 6/(4) 4/(3) 3/(2) 2/(1) 1/(NONE) NONE 200 7/(5) 5/(3) 4/(3) 2/(2) 1/(1) 8 300 ll/(8) 8/(5) 6/(4) 3/(2) 2/(1) 3/(2) 90°BEND TEE 10" 200 11/(B) 8/(6) 6/(4) 3/(2) 2/(1) 4/(3) 275 16/ 11) 11/ 7 9/(6) 5/(3) 3/(2) 121p 200 16/(ll) 11/(8) 9/(6) 5/(3) 3/(2) 5/(4) C 250 24/ 16 17/(11) 13/(9) 7/(5) 4/(3) 200 22/(13) 16/(11) 12/(8) 6/(4) 3/(2) 14" 250 33/(22) 23/(16) 18/(12) 9/(6) 5/(3) 7/(6) 200 29/(19) 21/(14) 16/(11) 8/(6) 5/(3) B L, 16" 225 32/(21) 23/(16) 17/(12) 9/(6) 5/(3) 10/(7) 18" 200 36/(24) 26/(17) 20/(13) 10/(7) 5/(4) 13/(9) CAP/PLUG 45D BEND 20" 200 45/(29) 32/(21) 24/(16) 13/(8) 7/(4) 16/(11) 24" 200 64/(43) 46/(30) 35/(23) 18/(12) 9/(6) 23/(16) D E NOTE:ADDITIONAL BLOCKING MUST BE PROVIDED IF GATE VALVE IS AT END OF ' LINE DURING TESTING.ADDITIONAL BLOCKING SHALL ALSO BE PROVIDED '.. UNDER TEES AND CROSSES. 2-3/4"DIA. RODS FOR 10" SIZE&SMALLER 2-1"DIA. RODS LARGER THAN 10"SIZE 22 1/2° BEND 11 1/40 BEND NOTES: 1. SQUARE FEET OF CONCRETE THRUSTS- BLOCK AREA BASED ON SAFE BEARING LOAD OF 2000/(3000) POUNDS PER SQUARE FOOT. 2. AREAS MUST BE ADJUSTED FOR OTHER SIZE PIPE, PRESSURES& .. SOIL CONDITIONS. X 3, CONCRETE BLOCKING SHALL BE CAST IN PLACE, CLASS 3,000& GATE VALVE MIN,8"IMBED HAVE MINIMUM OF 1/4 SQUARE FOOT BEARING AGAINST THE FITTING.VALVES MAY ALSO BE SUPPORTED WITH 10"x10"x4" SAFE BEARING LOADS IN LB./SQ. FT, CONCRETE CINDER BLOCKS WITH COMPOSITE SHIMS, THE SAFE BEARING LOADS GIVEN IN THE FOLLOWING TABLE ARE FOR HORIZONTAL 4. BLOCK SHALL BEAR AGAINST FITTINGS ONLY&SHALL BE CLEAR OF THRUSTS WHEN THE DEPTH OF COVER 30INTS TO PERMIT TAKING UP OR DISMANTLING JOINT. OVER THE PIPE EXCEEDS 2 FEET. 5. CONTRACTOR SHALL INSTALL BLOCKING ADEQUATE TO WITHSTAND SOIL SAFE BEARING LOAD FULL TEST PRESSURE AS WELL AS TO CONTINUOUSLY WITHSTAND OPERATING PRESSURE UNDER ALL CONDITIONS OF SERVICE. LB. PER S0. FT. * MUCK, PEAT, ETC. 0 6. WRAP WATER MAIN WITH 4 MIL POLYETHYLENE SHEETING IN AREA SOFT CLAY 1,000 OF THRUST BLOCK. SAND 2,000 NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT SAND&GRAVEL 3,000 S OSEE AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE SAND&GRAVEL 'Z ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT CEMENTED WITH CLAY 4,000 .��' of IN 'y Z.9 THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. HARD SHALE 10,000 �� cT CITY OF KENT ENGINEERING DEPARTMENT *IN MUCK OR PEAT,ALL THRUSTS SHALL B r-1 y I'.. RESTRAINED BY PILES OR TIE RODS TO N Li7 N� CONCRETE BLOCKING '.. SOLID FOUNDATIONS OR BY OR PEAT AND REPLACEMENT EM NTTV AL OF � � 21 9 WITH O,r F�lS MUCK DESIGNED DM4!M1NOTOM RBALLAST ESIST THORUST.FICIENT STABILITY TO F�/ahIAL ��G\� DRAWN BB Sc STANDARD PLAN CHECKED DATE Z_(� FNCINF£fl J J APPROVED Seno?emt'cr t009 I I NOTES: 1. CATCH BASIN TO BE CONSTRUCTED IN ACCORDANCE WITH AASHTO M 199, (ASTM C 478,&ASTM C 890)UNLESS OTHERWISE SHOWN ON PLANS OR NOTED IN THE WSDOT STANDARD SPECIFICATIONS. 2. AS AN ACCEPTABLE ALTERNATE TO REBAR,WELDED WIRE FABRIC HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. FRAME AND GRATE WELDED WIRE FABRIC SHALL COMPLY TO AASHTO M 221 (ASTM A 497), SEE STANDARD PLANS 5-4 THRU 5-8 AND 5-12 WIRE FABRIC SHALL NOT BE PLACED IN THE KNOCKOUTS. '.. 3. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS. THE KNOCKOUT DIAMETER SHALL NOT EXCEED 20". KNOCKOUTS SHALL 'Sq 3p„ HAVE A WALL THICKNESS OF 2" MINIMUM. PROVIDE A 1.5"MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE. 4. ALL JOINTS IN THE BRICKS,GRADE RINGS,RISERS AND CASTINGS SHALL S S BE SEATED IN MORTAR. PICK HOLES,CRACKS AND ANY OTHER JOINTS SHALL BE FINISH GROUTED TO PROVIDE A WATERTIGHT STRUCTURE. 5 S. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO THE LOWEST OR r2 PIPE INVERT SHALL BE 5'. ONE#3 BAR HOOP FOR 6" HEIGHT TWO#3 BAR HOOPS FOR 12" HEIGHT RECTANGULAR ADJUSTMENT SECTION '.. i (WEIGHT-200 LBS. -6") (WEIGHT-580 LBS.-12") PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER 3" 44" REINFORCED OR 12" PLAIN CONCRETE #3 BAR EACH CORNER 21" ALL METAL PIPE 15" MIN, #3 BAR SOLID WALL PVC EACH SIDE (WSDOT STD.SPEC. 9-05.12(1)) is., #3 BAR EACH WAY 4" PRECAST BASE SECTION (WEIGHT-2170 LBS.) NOTE:THIS PLAN I5 NOT A LEGAL ENGINEERING DOCUMENT BUT tJSEP AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE S ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT WAS9,� �� THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. ) y �� CITY OF KENT h y ENGINEERING DEPARTMENT KENT CATCH BASIN TYPE I -0 ,P 21493 O w�exxa+ex S FpISTER� DESIGNED DWH FS�O^'nL CNG\ DRAWN BB SCALE NONE STANDARD PAN IV Ii l- CHECKED APPROVED cucixmt J September YCeS' w iOM Q in w Ya} O � o W 0 tr m V d0' a Z� E vLL� OC' a wm_ NgtrZ� wYOW WMNN i U wF- RH' U� um J L1 ZaZ KVFO mZ } 0 0 Boa ogzal- Iwo � `" d, o, ? Z J �0wm N mho ozzFg ¢ ova � oww n �O x O LL Uwe zQF�~ 0 ZV' d 6VI UI U X (n V O iD N V O Q WCp a yJW O g O W p �0 0 Z Q 2 N M M V IA t0 U U MAX. OO© LL Y 12" w Fw J Q W w s U N M V val t0 o121"MIN, mlD a oo oo MIN. `a w o Z v (TYP.) 2.5" MAX. w d z 1� ,� wg FZ .; two _ w boo MAX. iv W d 24"MIN� g . 0 LL m F ^ w u o 28"MAX. I+O' O O O O "B" 12'-0"MAX. (FOR MAINTENANCE) TI U 0 Z I. I O VQ O Z W M O2 Ifl 'o Ol Ol N N N t"f M J W d m O O O O O O (n O J Q Z W 0 OJ W m C fn V J N Q S W_ W W D m Z N J cnN m iv EFt- TC2i LL a O FU2S o O Q a 0 rC 0 ll 4r W V] W z F- C O W W OJ N N N C m in Q wFU Z �H- �_ N LJ o Epm Y a � � vie4wp � No ZUK m Y QZJZ x K ? U .1 W 2i Q b Z O I n U Z J 0 �S O V U I JLL U O W S jam( OU ti b N O J O N V D a VI W F Z � F- O N Q �j O W W m E ZQS Y g Q V Z ¢ w Q F O a z w OZ u Z O U V -, V > m U w Q p M V I S 2 a V 1 EO c' dZ aZ a Iw- < 5 z ~ rzy or• < 0 Up :m F- Z W SR' NZHLL = ^ w oy 0 m ZV - -DJ W- m O Qz F U OOA IQZa Q - N N V 0 W mmz w F in0w wO �n W O w M E N U 9 f E o 0 0 F' w d x 0 x F W O w U] S K (n Ox M a C O O Oy O w W Q m J Z N U S W O W W m [i U E G� 2 m W OLL {S/l Q y V vl i0 W W W Ha (/l SO Z � � ;t W O oUQom 222 .. Fx- uJi Q1n 2 ii �i IA Z F ul i6 V Z Q 'm4 ;r 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 WAsy THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. v� `o CITY OF KENT Z ENGINEERING DEPARTMENT �� KENT CATCH BASIN TYPE 11 A ,Q 21493 O w.exixorox FGISTER� ��� DESIGNED DWH FS�0 Al DRAWN BB SCALE__..N QNE _ STANDARD PLAN A V CHECKED DATE C_q APPROVED a'ciunx J L ep?emb^r 2009 #6 BARS @ 7"CENTERS BOTTOM FACE WITH '',.,. 20"x 24",OR 1" MIN.COVER 3A 30 24" DIAM. 2" CLR TYR \ iI �T�/� ���i 6ORrz„ p. P I --{ 2"TYP. ONE#3 BAR HOOP FOR 6" TWO#3 BAR HOOPS FOR 12" • I '. AS AN ACCEPTABLE ALTERNATIVE TO REBAR,WIRE MESH HAVING A MINIMUM AREA OF D.12 SQUARE INCHES PER FOOT MAY BE 96"TOP SLAB 1"MIN. USED FOR ADJUSTMENT SECTIONS. 2 1/2"MAX, 20"x 24",OR BARS 6"CENTERS RECTANGULAR ADJUSTMENT SECTION 24"DIAM. \may\ BOTTOM A BOTTOM FACE WITH 34" 1"MIN.COVER 2"CLR > I>I TYP. Ar�z ONE#3 20" 2"TYP. BAR HOOP , . . . . . .( I CIRCULAR ADJUSTMENT SECTION 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"Cl-R. I i� I" MIN. COVER I T MIN. TYP. I" ^20, 2"TYP. TYPICAL ORIENTATION r 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" OSEP AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE DIAMETER FOR ROUND, `z ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT pF WASH, THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST, 2. SEE STANDARD PLAN 4-5 FOR STEP, �e , o0 CITY OF KENT LADDER AND GRADE RING. ENGINEERING DEPARTMENT 3. ONLY ONE STYLE OF CATCH BASIN �/ KENT MISC. DETAILS FOR DRAINAGE '.. STEPS MAY BE USED IN A CATCH `0 ,P 21493 c� w.eni.o.oN STRUCTURES BASIN. DO NOT MIX STYLES. �0,�. FSISTr FS��NM �NG\\ DRAWNED RBH SCALE NONE SANDARD PAN \v CHECKED DATE C_Z PPPROWD MONEM J J jej7i('nlb^r 2009 5/8"-11 UNC-2B HOLE (2 PLCS.TYP.) A A N N ti 3/8" c TYP. 3/4" TOP VIEW '.. 18" - 7/8"TYP. I' 1 5/8"TYP. MIN. 1" —� 4 1/2" P77/il I I V/77a�� 16 3/4" 1 5/8° 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 �SEP AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE S I ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT .�� pP WASNi THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. O �P0 61Q O CITY OF KENT r7 Z rp ENGINEERING DEPARTMENT KENT 18"X 24" .o R 21493 a Q� W, ........ CATCH BASIN FRAME DESIGNED/QN nL DRAWN BB SCALE__ NONE STANDARD PLAN f1 CHECKED DATE G_4 waxy J APPROVED DUMP NO POLLURANIS OUTLET TO SIRFAM i ILL 1 1/4" ' B B � 3/4" '. 1/2" SLOT DETAIL SLOT FORMED AND RECESSED FOR ! 5/8"- 11 NC x 2"S.S. SOCKET HEAD(ALLEN HEAD) CAP SCREW. A I! 7 T 1/2"INSETTr '... HEX SOCKET SECTION A-A 23 3/4" ° u' I 15/8 yj SECTION B-B 5/16"R. 5/8"-11 UNC-2A NOTES: STAINLESS STEEL 1. PROVIDE FRAME SHOWN STANDARD PLAN 5-4. SECURING BOLT 2. FOR THRU CURB INLETS AT LOW POINTS,USE 2-WAY VANED GRATE. 3. GRATE SHALL BE STAMPED"DUMP NO POLLUTANTS" "OUTLET TO STREAM". NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT OS`EP AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE 4. ALL LETTERING SHOWN SHALL 8E 1/2" S Z ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT AND SHALL BE RECESSED. �A of WASN,� �� THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. '..... 5. DUCTILE IRON ASTM A-536 GRADE O tiP� ` co O CITY KENT 80-55-06 H-20 RATED, ,� � � Z '� / ENGINEERING DEPARTMENT 6. GRATE SHALL BE LOCKING. �� RC O T 18% 24" a� RFC� ��� w...,.,r=. 2—WAY VANED GRATE 7. PROVIDE 2-5/8" DIAMETER STAINLESS O,c. DESIGNED DWH STEEL ALLEN TYPE BOLTS COUNTER �S'S/QNAL ECG\ scaLE NONE STANDARD PUN oHECN DD SUNK FLUSH WITH COVER. APPR o DATE 5-6 APPROVED Serrt^mb^r 2009 i 12" 6" 5 1/2 91P 10° 2 1/2" 5" 2 1/2" XR 1/2"R w z P ti a U_ COMBINED CURB AND GUTTER CONCRETE EXTRUDED CURB EXPANSION 30INT I 10" T. 3 1/2" 1%MIN. 2%MAX. NOTES: 1%MIN. - ,Q - 1. CONCRETE CLASS 3000 IS REQUIRED. 20 MAX. 8 . n Jde 2. ROLLED CURB MAY ONLY BE USED WITHIN A 9 q CUL-DE-SAC. 5'SIDEWALK 3. IN ROADWAY SECTIONS WITH SUPER ELEVATION, '.. THE GUTTER PAN WILL MATCH THE ADIACENT 12 ^,�� ° PAVEMENT SLOPE. Z 0 4. DESIGN SIDEWALK CROSS GRADE SHALL BE 1.5%. ROLLED CURB COMBINED CEMENT CONCRETE CURB AND GUTTER NOTE: T FACE OF CURB SHALL NOT EXTEND q'0Fq BEYOND THE FACE OF GUARDRAIL TOWARD THE TRAFFIC LANE 8' I 'S,1O. Y�" TROGL HqN° VARIES 01, �r�Fo CEMENT CONCRETE c°�cRFP C�c PAVEMENT ROLLED CURB P G TRANSITION C kg EXTRUDED CONCRETE CURB UNDER GUARDRAIL z� �(IFP<7 NOTE:THIS PLAN IS NOTA LEGAL ENGINEERING DOCUMENT BUT of WASy, �� AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT 1N i THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. ti CITY OF KENT (?� ENGINEERING DEPARTMENT 10 ,Q 21493 Q �o F�+sT KENT CEMENT CONCRETE F ...x ...o. CURBS SS/0NAL DESIGNED DWH DRAWN BB SCALE NONE STANDARD PLAN CHECKED DATE - C—Z Z APPROVED— V JJ 5<ptrmF,er 009 i 1/4""V"GROOVE 3/8" EXPANSION JOINT 3/8"EXPANSION JOINT CB DUMMY JOINT ',.. 4" a Q , f � wo wo 1"'V'GROOVE SECTION B-B 0 '.. DUMMY JOINT 1/41'"V"GROOVE -J DUMMY JOINT 3/8"EXPANSION JOINT DU CB 3/8"EXPANSION JOINT 1"'V'GROOVE DUMMY JOINT B B VERTICAL CURB&SIDEWALK NOTES: 1. AN EXPANSION JOINT CONSISTING OF 3/8"x FULL DEPTH OF PREMOLDED S. AS ALTERNATIVE TO EXPANSION JOINTS AROUND JOINT MATERIAL SHALL BE PLACED AROUND FIRE HYDRANTS; POLES, POSTS, STRUCTURES, REINFORCING BARS MAY BE EMBEDDED IN AND UTILITY CASTINGS AND ALONG WALLS OR STRUCTURES IN PAVED CONCRETE ON FOUR SIDES OF STRUCTURES. AREAS.JOINT MATERIAL SHALL CONFORM TO THE REQUIREMENTS OF AASHTO M33 (ASTM D994). 6. INTERFACE BETWEEN CURB AND ADJACENT SIDEWALK ON INTEGRAL POUR CONSTRUCTION SHALL BE FORMED WITH 2.AN EXPANSION JOINT CONSISTING OF 3/8"OR 1/4"x FULL DEPTH OF 1/4"RADIUS EDGING TOOL.ON SEPARATE POUR PREMOLDED JOINT MATERIAL SHALL BE PLACED IN CURBS AND SIDEWALKS CONSTRUCTION AN EXPANSION JOINT CONSISTING OF 3/8" AT A MINIMUM OF 15 FOOT INTERVALS AND AT SIDES OF DRAINAGE INLETS. OR 1/4"x FULL DEPTH OF PREMOLDED JOINT MATERIAL WHEN CURBS AND/OR SIDEWALKS ARE PLACED BY SLIP-FORMING,A SHALL BE PLACED BETWEEN THE CURB OR THICKENED EDGE PREMOLDED STRIP UP TO 1/2"THICK AND UP TO FULL DEPTH MAY BE USED, AND THE ADJACENT SIDEWALK. 3. EXPANSION JOINTS IN SIDEWALK 7. A 1"EDGED GROOVE MAY REPLACE THE 3/8" EXPANSION SHALL BE LOCATED SO AS TO MATCH JOINT AT INTERFACE BETWEEN CURB AND ADJACENT THE JOINTS IN THE CURB WHETHER SIDEWALK FOR SEPARATE POUR CONSTRUCTION. SIDEWALK IS ADJACENT TO CURB OR SEPARATED BY PLANTING STRIP. S OSEP. NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT 4. CONTRACTION]DINTS CONSISTING OF ,y`� of \NASy�N �� AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE �� c �O ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT 1/4"V-GROOVES SHALL BE MADE IN (co) tiQ i THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. SIDEWALK AT FIVE FOOT INTERVALS, w '.. INTERMEDIATE TO THE EXPANSION 1 CITY KENT IOINTS. � LTJ ENGINEERINGNG DEPARTMENT ' A-ppF RFGISTERE� ��� v KtNT CURB AND SIDEWALK JOINTS F ONAL E� DESIGNED DM SCALE NONE STANDARD PLAN DRAWN BB CHECKED DATE J — A+_Z 4 APPROVED wcixun V September 2009 i 15'MAX. III 5' 5' 5' GROOMED FINISH EXPANSION JOINT STOF�b I AYk P � r-4 '5' EXPANSION JOINT CONTRACTION JOINT(TYP.) EXPANSION `rQF Dp H (TYP.)SEE DETAIL"A" SEE DETAIL"B" JOINT J CURB& GUTTER 15' J 2 3/8"x FULL DEPTH 2" CONTRACTION JOINT, 5'O.C. EXPANSION JOINT, (SEE NOTE O) SS'O.C. (MATERIAL SEE NOTE O) DETAIL"A" DETAIL"B" EXPANSION JOINT CONCTRACTION JOINT 1%(MIN.) 4"CONCRETE PER WSDOT 2% STD.SPECIFICATION 8-14 3/8"x FULL DEPTH EXPANSION MATERIAL(SEE NOTE O) VEWAY� SIWALK 2"CRUSHED SURFACING TOP COURSE I 3/8"x FULL DEPTH EXPANSION MATERIAL(SEE NOTE OS ) q�� CURB,GUTTER&SIDEWALK }T}T CROSS SECTION 4" MIN. T L6"CEMENT CONCRETE DRIVEWAY APRON AND 2 NOTES: GUTTER FOR RESIDENTIAL DRIVEWAYS. 1. EXPANSION 70INT MATERIAL TO BE 3/8"x FULL DEPTH AND SHALL BE PLACED AT 15' 8" REINFORCED CEMENT CONCRETE APRON AND O.C. SPACING. ELASTOMETRIC JOINT MATERIAL SHALL BE IN CONFORMANCE WITH GUTTER FOR COMMERCIAL DRIVEWAYS. WSDOT STD.SPECIFICATION SECTION 9-04.1(4) AN ALTERNATE OF PLASTIC BOND BREAKER MATERIAL WILL BE ALLOWED. DRIVEWAY CROSS SECTION 2. CONTRACTION JOINT SHALL BE 1/4" WIDE BY 2" DEEP AT S' SPACING. 3. EXPANSION JOINTS SHALL BE INSTALLED (SEP IN CURB&GUTTER AND SIDEWALK AT S NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT P.C.&P.T.AT ALL CURB RETURNS AND ��' pP WAsy�ry 'C AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ALL ANGLE POINTS. ti �.`O x 61 ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT O N z 0 THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. 4. FORM &SUB-GRADE INSPECTION J y CITY OF KENT � REQUIRED BEFORE POURING CONCRETE. t�j ENGINEERING DEPARTMENT S. EXPANSION JOINTS IN SIDEWALKS AND 110 RF�lsT�R�o KENt EXPANSION AND E SHALL B ION CURBS ALIGNED WITH EACH F� L �NG\� WA.„i„oT"„ CONTRACTION JOINTS OTHER DESIGNED DWH SCALE NONE STANDARD PUN 6. DESIGN SIDEWALK CROSS GRADE SHALL DRAWN DD — CHECKED ATE 6-35 BE 1.5%u. APPROVED waxsm September 7009 i EDGE OF VARIES TURNOUT 6"TO 12" @ FACE OF CURB VARIES 6"TO 12" z WOOD OR STEEL POST 0.17' MAX.STEEL z X (STEEL POST SHOWN) v TUBE F ac CURB N ANTI-TWIST PLATE,SEE N WSDOT STANDARD K•` ANTI-TWIST PLATE, PLANS H-70.10-00(TYP) SEE WSDOT 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" za 4"x 4" MAX. z WOOD OR STEEL POST a WOOD POST f (STEEL POST SHOWN) �T /y SIDEWALK / ANTI-TWIST PLATE, SEE WSDOT / STANDARD PLANS TYPE 1 (WOOD POST OPTIOM �> TYPE 1 INSTALLED BEHIND SIDEWALK S0 Ep�Z NOTE:THIS PLAN IS NOT LEGAL ENGINEERING DOCUMENT BUT ,•y,`� op WAS&� �.0 AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT O i THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. NOTE: vy CITY OF KENT t]j ENGINEERING DEPARTMENT 1. ALL LOCATIONS TO BE APPROVED .aP ��21493 E� �� ` �wv MAILBOX INSTALLATION BY THE POSTMASTER. O 01STER KENT TYPE 1 AND 2 2. SEE WSDOT STANDARD PLANS pNAL ��v\ w,•N ��•�N SHEET 1 OF 2 H-70.10-00 AND H-70.20-00 FOR DESIGNED DWN SCALE NONE STANDARD PWJ DRAWN 8D -- DETAILS. CHECKED DATE - .^w 7 QIpNFFA V— O APPROVED ieplE!mber 2009 SEE WSDOT STANDARD PLAN H-70.20-00 FOR TUBE CONNECTION TWO 5/16"X 4 1/2" BOLTS 2"O.D., 14 GAGE TUBE DIRECTION WITH TWO FLAT WASHERS OF TRAFFIC AND ONE LOCKNUT POST MOUNTING SOCKET to N 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. 2'-7" T-0" 0 0 0 0 MIN. CLEAR WIDTH 0 0 0 0 0 0 0 0 — 0 0 0 0 MOUNT ON PEDESTAL 1-4- PROVIDED WITH ANCHOR BOLT PATTERN PER N.D.C.B.U. UNIT N.D.C.B.U. PEDESTAL TEMPLATE 6" PLANTING STRIP EXPANSION 30INT WIDTH 0' EXPANSION JOINT TO VARIABLE EXPANSION JOINT a ° 2 VERTICAL CURB ° 2 FRONT VIEW TYPE N.D.C.B.U.INSTALLATION (NEIGHBORHOOD DELIVERY AND COLLECTION BOX UNIT) �> SIDE VIEW NOTES: SC) Epjl NOTE:THIS PLAN IS NOT LEGAL ENGINEERING DOCUMENT BUT �� pF WASy �� AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE 1. THE POSTMASTER OR DESIGNATED �, �4. ` c ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT SERVING POST OFFICE WILL DESIGNATE O tiP 4c.1 o O THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. THE LOCATION AND MANNER OF S " a GROUPING OF MAIL BOXES. '''' '� CITY OF KENT ENGINEERING DEPARTMENT 2O. INSTALLATION OF N.D.C.B.U. "PO ?�c��49Efy�Q ��� �• MAILBOX INSTALLATION (INCLUDING CONSTRUCTION OF BASE) F KENT TYPE 1 AND 2 WILL BE DONE BY U.S. POSTAL SERVICE. FS'�ONAL ENG\ Wn..."e?e" SHEET 2 OF 2 DESIGNED DWH SCOJ.E NONE STANDPRD PLAN 3, SEE STANDARD PLAN 6-34 FOR CURB DRAWN BB AND SIDEWALK JOINTS, CHECKED DATE - 6_70 APPROVED Ouclu[m September)(G9 WSDOT STANDARD PLANS DRAINAGE STRUCTURES AND HYDRAULICS B-55.20-00 Pipe Zone Bedding and Backfill SITE PRESERVATION AND EROSION CONTROL 1-40.20-00 Storm Drain Inlet Protection ILLUMINATION, SIGNALS, AND ITS J-40.10-03 Locking Lid Standard Duty Junction Box Types 1 & 2 (2 sheets) i 640 Zone Pressure Reducing Valve Stations/Langholz A - 2 March 11, 2015 Project Number: 10-3025 z k ` � \ ! 4/ � K b• mLEu [ «§ \! ! 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W 6 F Q Fa• z w m Y Ij S ry `� �] kJ• � Y ww uLL o 1 u2w ma zZ amo @ woo p p n Sr•' nNo II�� NFN t j VQZ JdW S ZW� q �� WgWF W ZO n g' w Nxa NaN c ��rc maF Qo=�g� a eugza"' <�gog N l< p V O=`. > F=¢ bO WN U m Fxa °Q W(SpWM1 �N Fm OBtri �� o ip= �z xlz3^_- w ,�. tOWm °fez rcin .o m " kN N =aH i'ro rcW MO �a x ,�zP 3 rc RajT .moo 2 OF UO PSI ZF- 3U0 Ct �Z NI- s',3 N gU W am g° a —o w GUOAAa vsn .Aa w wa i I 640 Zone Pressure Reducing Valve Stations/Langholz A - 3 March 11, 2015 '.. Project Number: 10-3025 I t-OZM QY3HY LEGEND NaOM ZS SZ SIGN LOCATION Gvoa (TEMPORARY MOUNT) '. c-Ozm �p FLAGGER LOCATION dTS VOt WWMd ° TEMPORARY TRAFFIC 30 CONTROL DEVICE (CONES) tlL-OZM 2S M n ¢3 AREA SE 232nd PI ACCORDING TO ROW 47.36.200, ANY ROAD PROJECT WtERE THERE IS OR WILL Y+oo �... BEE, ,TEE PA4ENENT,ABRUPT LANE 6 F on -SE EXTAEM GRAVEL EART PLATES, AND/OR { N AUTI SHALL DISPLAY SURTHIS SINN N BOTH Q SHALL OISPIAY THIS DAN IN WITH Q OIAEC110NS IN ACCORDANCE OATH THE y vF MUTCO AND STATE AMENDMENTS. p THIS 48"x48'SIGN SHALL BE C CALTON OISPL%AT-A LOCATION DISTANCE TEFL PLATE DETERMINED BY THE MUTCO D BETWEEN SIGNS AHEAD WHEN A DYE LANE HAS A SZ STEEL PLATE INSTAIEU. 25/30 200 FT 25/30 MPH W20-7A DJ 9E GENERAL NOTES: w a PSFPo m 1. ALL SIGNS AND SPACING SHALL CONFORM TO 9 slop THE MUTCD AND CITY OF KENT Q w20-3 , SPECIFICATIONS, o 2. PRIORITY PASSAGE THROUGH WORK AREA FOR EMERGENCY VEHICLES SHALL BE PROVIDED AT WroRK ALL TIMES. AHEAD 3. "NO PARKING" SIGNS SHALL BE IN PLACE - w20—I ON TYPE 2 BARRICADES, THREE CALENDAR DAYS IN ADVANCE OF START OF WORK, 4. PROTECTIVE VEHICLE RECOMMENDED—MAY BE A WORK VEHICLE. 5, DEVICES SHALL NOT ENCROACH INTO ADJACENT LANE OR PATH. 6, ALL SIGNS 48"x48" 8/0 UNLESS OTHERWISE SPECIFIED. 7. CHANNELIZATION DEVICES ARE STANDARD TRAFFIC CONES. 8. ALL SPACING MAY BE ADJUSTED TO . ... ACCOMMODATE AT GRADE INTERSECTIONS AND/OR DRIVEWAYS. s 9. CONTRACTOR SHALL ALERT AFFECTED RESIDENTS AND BUSINESSES 7 DAYS IN PARK ORCHARD PRV ADVANCE OF START OF WORK. ® FLAGGER CONTROL PLAN 10. CONTRACTOR SHALL ALERT KENT SCHOOL KgNT Ef DISTRICT AT(253) 373-7442 5 DAYS IN exNlert ADVANCE OF START OF WORK. CITY OF KENT SCP� '` --- -- ,j ENGINEERING DEPARTMENT DAM da .0 2015 Xyi ti E' I F; N i i 'II I-OTM Qtl3Ntl N N LEGEND E—oaM m ON '.. SZ SIGN LOCATION (TEMPORARY MOUNT) yam i 4 FLAGGER LOCATION YL-0TM n TEMPORARY TRAFFIC CONTROL DEVICE (CONES) i 121 PL Sr p P Y N w P � N ' W ACCORDING TO RCW 47,11,100, ANY rn ROAD PROJECT WHERE THERE IS OR WILL _ OTORCYOE BE GROOVED PAVEMENT, ABRUPT LANE SE EXTREM EDGES STEEL PLATES, AND/OR AUTIO GRAVEL—EARTH SURFACED ROADWAYS, SHALL DISPLAY THIS SIGN IN BOTH DIRECTIONS IN ACCORDANCE WITH THE I' MUTCD AND STATE AMENDMENTS. y THIS 48'x48' SIGN SHALL BE f CAUTO DISPLAYED AT A LOCATION �I TEEL PLATES DETERMINED BY THE MUTCD - AHEAD MEN A LIVE LANE HAS A STEEL PLATE INSTALLED. U001flQoO 120 Ave BE M Ir GENERAL NOTES: � ��� s w !, 1. ALL SIGNS AND SPACING SHALL CONFORM TO <'\/T\y�\N,\ 1HE MUTCD AND CITY OF KENT {- SPECIFICATIONS. E zo 7A 2. PRIORITY PASSAGE THROUGH W'DRK AREA FOR 4 6 4m EMERGENCY VEHICLES SHALL BE PROVIDED AT P ALL TIMES. 3, "SIDEWALK CLOSED' SIGNS SHALL BE IN PLACE sz ON HYPE 2 BARRICADES, AND SCHOOL MARKED s v �! CROSSWALK SHALL BE MAINTAINED. DISTANCE wza-T 4. PROTECTIVE VEHICLE RECOMMENDED—MAY BE A BETWEENROAD TYPE WORK VEHICLE. S. DEVICES SHALL NOT ENCROACH INTO ADJACENT 25/30 MPH zoa Fr u N F• LANE OR PATH. axEao k'. 6, ALL SIGNS 48'N48' 0/0 UNLESS OTHERWISE 0-1 SPECIFIED. 7, CHANNFUZATION DEVICES ARE STANDARD „ TRAFFIC CONES. 8. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT GRADE INTERSECTIONS AND/OR DRIVEWAYS. 9. CONTRACTOR SHALL ALERT AFFECTED MILLENNIUM P R V RESIDENTS AND BUSINESSES 7 DAYS IN !=, ADVANCE OF START OF WORK. 1 � O FLAGGER CONTROL PLAN 10. CONTRACTOR SHALL ALERT KENT SCHOOL KENT DISTRICT AT (253) 373-7442 5 DAYS IN w"�"" K" EXHIBIT ADVANCE OF START OF WORK, CITY OF KENT SCALE nTs ENGINEERING DEPARTMENT pgTB duly M14 4 I i I ;I GENERAL NOTES: 1, ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD AND CITY OF KENT SPECIFICATIONS. —0zM 2, PRIORITY PASSAGE THROUGH WORK AREA FOR Dvaav EMERGENCY VEHICLES SHALL BE PROVIDED AT 'I xaaa a E-ozu ALL TIMES, avoa dins 3. °SIDEWALK CLOSED" SIGNS SHALL BE IN PLACE or a ON TYPE 2 BARRICADES, AND SCHOOL MARKED lk�wmz_ CROSSWALK SHALL BE MAINTAINED. 4. PROTECTIVE VEHICLE RECOMMENDED-MAY BE A a WORK VEHICLE. dt-ozrn "'��••�""" 5. DEVICES SHALL NOT ENCROACH INTO ADJACENT '.I LANE OR PATH. 6. ALL SIGNS 48"x45" B/O UNLESS OTHERWISE SPECIFIED. #� 7. CHANNELIZATION DEVICES ARE STANDARD 33 TRAFFIC CONES, i BE ADJUSTED TO LEGEND 8 ALL ACCOMMODATESPACINGAAT GRADE INTERS C71ONS a SIGN LOCATION ' °�'�a AND/OR DRIVEWAYS. (TEMPORARY MOUNT) ' �0 9. CONTRACTOR SHALL ALERT AFFECTED RESIDENTS AND BUSINESSES 7 DAYS IN ADVANCE OF START OF WORK. .4 FLAGGER LOCATION 10. CONTRACTOR SHALL ALERT KENT SCHOOL DISTRICT AT (253) 373-7442 5 DAYS IN ADVANCE OF START OF WORK. S ® TEMPORARY TRAFFIC CONTROL DEVICE (CONES) I rvM N t N 3 3 I I 109 AVE SE ACCORDING TO ROW 47.36,200, ANY ROAD PROJECT WHERE THERE IS OR WILL Dom, BE GROOVED PAVEMENT, ABRUPT LANE SE EXTREM EDGES STEEL PLATES, AND/OR AUTI GRAVEL-EARTH SURFACED ROADWAYS, SHALL DISPLAY THIS SIGN IN BOTH W2o RA DIRECTIONS IN ACCORDANCE WITH THE ,.�Q� MUTCD AND STATE AMENDMENTS. 48'x48" SIGN SHALL BE II R�, p CAUTION DISPLAYED AT A LOCATION 10 TEFL PLATE DETERMINED BY THE MUTCD �rn AHEAD WHEN A LIVE LANE HAS A ROM W20-3 {_ STEEL PLATE INSTALLED. AVlHOERKM F 4 DISTANCE � W20-1 ROAD TYPE B EN SIGNS URBAN 25/0 MPH 20D FT W DANIEL PRV KENT FLAGGER CONTROL PLAN W CITY OF KENT SCALE N s EXHIBIT I4 ENGINEERING DEPARTMENT DATE Julv 2014 3 1� I NEW WATER MAIN TI PROCEDURES 640 Zone Pressure Reducing Valve Stations/Langholz A - 4 March 11, 2015 Project Number: 10-3025 i PUBLIC WORKS OPERATIONS STANDARD OPERATING PROCEDURES 9.0 WATER 9.3 New Water Main Connection Procedures PURPOSE: To avoid connections between the City potable water system and unsafe or newly constructed water systems that have the potential to contaminate the City water system, and to provide optimal cleaning, disinfection and connection procedures for new water mains to ensure safe, potable drinking water for human consumption, Note: These procedures shall be done in the following sequence or as directed by the City Inspector. 9.3.1 Connection to an Existing Water Main A physical separation between all untested and potentially contaminated water mains (or main extensions) and the city's existing water system shall be maintained at all times unless the connection is protected by an approved Department of Health backflow device (See diagram on page 5). A hydrant meter and an approved backflow prevention device shall be used whenever drawing water from the city system (see Page 5 for schematic details). Hydrant meters and backflow devices may be obtained from the Public Works Operations Division/Water Section at 5821 S. 240s'Street by completing the billing forms for a hydrant meter permit and making the required damage deposit. There will be a j charge for all water used in accordance with Kent City Ordinance section 7.02.180 "Temporary Water Meters". Prior to the new water main being installed,the contractor has the option of cutting in the connection tee on the existing water main, or providing potable water from another source to provide a temporary water supply. If the Contractor chooses the option of installing the new connection tee, the Contractor shall install new resilient wedge gate valves on all sides of the tee, or as required by the City. A mechanical joint plug with a 2"minimum tap and proper blocking shall be installed on the new incoming mainline valve at the new tee,with piping accessible to accommodate filling the new water main. The City Inspector shall notify the Water section of Public Works Operations a minimum of five full working days before the valve and tee installation is scheduled. This will allow water section employees time to schedule the water main shutdown and notify the customers affected. P:SOPs\Water\ .3NewWatermninconneetionProeedures Approval Date L.1L 31.avi.chcu'&07/15/03 Revision Date: Page 1 i I I 9.3.2 Cubing Foam cubes (pigs) shall be inserted into and pushed through the new water main to remove any residue, dirt, debris, obstruction or possible foreign material in the new water main. A. The Water Section shall be responsible for supplying the foam cubes to the contractor based on the water system design as shown on the approved construction plans. B. The Contractor shall be responsible for picking up the cubes at the Public Works Operations located at 5821 S 240tt` St Kent, Washington, and shall install two foam cubes at the initial connection and two foam cubes at each lateral connection six inches in diameter and larger(downstream of each connecting valve), as the new main is installed. This would include all six-inch diameter lateral runs to hydrants that are longer than two full pipe lengths, or have more than a single joint in them. C. A mechanical joint cap with a 2"minimum tap shall be installed with proper blocking at the initial connection point on the new main with piping accessible to accommodate both flushing and chlorine injection. D. The Water Section shall retrieve the foam cubes when the contractor performs the cubing process. All cubing and flushing shall be under the supervision of the Water Section or a City Inspector. E. To accommodate the launch and the retrieval of the cubes, the minimum blow-off size shall be four-inch diameter for six-inch and eight-inch mains. A six-inch diameter blow-off shall be installed for 10-inch and 12- inch mains per City of Kent Standards, F. It shall be the contractor's responsibility to properly dispose of all flush water per City of Kent Standards as well as locating and retrieving any "lost" or missing cubes or partial cubes from the water main. G. In the event that the initial cubing does not adequately clean the new water mains, the contractor shall be required to provide additional point(s)for launching and retrieval o r additional cubes, and re-cube those sections of main that have debris in them until clean, as determined by the Water Section. 9.3.3 Pressure and Leakage Test All new water mains, extensions of existing mains,water system appurtenances and water services shall then be pressure tested for leakage in accordance with Section 7-09.3(23)of the WSDOT Standard Specifications. Water services and appurtenances 2"and smaller installed prior to water main testing shall also be pressure tested with the water main. At no time will the temporary water system connection or backflow device remain connected or in place during the pressure test procedures. P:SOPs6Vater\9.3NewWatermainConnectionProcedures Approval Date L.R.B1a4Vha4'dL07/15/03 Revision Date: Page 2 9.3.4 Chlorine Infection After the Contractor has cleaned the water main by cubing and flushing,the Contractor shall inject a liquid chlorine solution evenly throughout the new main and appurtenances for optimal disinfection. The chlorine dosage shall be in accordance with WSDOT 7-09.3(24)B at a minimum of 50 mg/L (see the table on page 4 of this document) and a maximum of 100 mg/l. AW WA C651-99 Standards include detailed procedures for the adequate disinfection,flushing and microbiological testing of all water mains. If the contractor wishes the Water Section to do the injection, the City Inspector shall give the Water Section three working days notification to perform the chlorine injection, The Contractor must sign a waiver holding the City harmless for any failure of purity samples due to the work performed by the Water Section, as well as agreeing to reimburse the city for all city costs associated with the disinfection process. Work may be scheduled after hours due to manpower or workload constraints, in which case the Contractor will reimburse the Water Section for city employee overtime associated with the work performed. The Chlorine shall remain in the main for the time specified according to the procedure used from AWWA Standards C651-99. After the 24-hour disinfection period,the remaining residual throughout the water main and appurtenances shall not be lower than 25 mg/L. The Contractor shall be responsible for disposing of all chlorinated water. Chlorinated water shall be disposed of in an approved sanitary sewer. If a sanitary sewer is not available, or the capacity of the sanitary sewer will be at risk,the Contractor shall be responsible for disposing of the water per City of Kent Construction Standards. Amount of Chlorine needed to produce 50 mg/L in 18ft of pipe(one pipe length) for 5.25% household bleach (with no additives), 12.5% Sodium Hypoehlorite solutions and 65% available dry Calcium Hypochlorite. Diameter 5.25% al 12.5% at 65% Ib 4" 0.009 0.005 0.007 6" 0.022 0.011 0.017 8" 0.039 0.019 0.029 10" 0.061 0.031 0.052 12" 0.087 0.044 0.047 16" 0.156 0.078 0.119 18" 0.197 0.098 0.152 24" 0.352 0.176 0.271 30" 0.548 0.275 0.422 P:SOPs\WaterU,3NervWatermainConneetlonProcedures Approval Date L.R.73Ia4tcY"&07/15/03 Revision Date; Page i Example: How many gallons of fresh 5.25% Sodium Hypochlorite will be required to disinfect 5,000 ft of 8"main? 5,000 ft: 18 ft=279 lengths of 8"pipe 278 x 0.039= 11 gallons required 9.3.5 Bacteriological Purity Samples Two consecutive sets of acceptable purity samples,taken at least 24 hours apart,shall be collected from representative points of the new main and appurtenances. Water section personnel shall take the first bacteriological purity sample(s) after the chlorine is removed, flushing is completed and the chlorine level is no greater than nor less than the level present in the adjacent distribution system. Water services two inches and smaller installed prior to water main testing shall also be purity tested with the water main. The second set of purity samples shall be taken no less than 24 hours after the first set of samples. A representative background sample of the City water system may be taken from the distribution source at the same time purity samples are taken from the new main. _ In the event that the Water Section or the City Inspector determines that trench water, dirt or debris has entered the new main during construction,the first purity samples shall be not be taken until the water has stood in the new main for at least 16 hours after final flushing. As above, the second set of purity samples shall not be taken until the water in the new main has stood for an additional 24 hours. Note: No water shall be flushed during the 16- or 24-hour incubation periods described above, or prior to the purity samples being taken. It shall be the contractor's responsibility to make arrangements to transport the samples) to a state-certified laboratory approved by the Water Section. The contractor shall be responsible for paying all costs for the purity samples excluding the representative background sample at the distribution source. Note: Two consecutive samples, 24 hours apart, must show no coliform presence before performing final connections to the existing water system. The Water Section may be available during normal working hours, depending upon workload, (7:30 am to 4:00 pm) excluding holidays and weekends,to take purity samples, assist with cubing and chlorine injections. The Contractor shall reimburse the city fox all associated costs, including labor, vehicles,materials and overhead charges. Outside of normal working hours, the contractor shall reimburse the City at the most current hourly overtime rate for labor, vehicles, materials and other associated costs. 9.3.6 Final Connection(s)to the Existins Water Main P:SOPs\Water\9.3NewWatermainConnectionProcedures Approval Date L.R.Bla lcha d/07/15/03 Revision Date: I Page 4 When both sets of purity sample results are satisfactory and received in writing from the state-certified laboratory, and all other City of Kent water system standards have been met,the contractor shall be allowed to connect the new mains to the existing distribution system following City of Kent and AW WA standards. It shall be the Contractors responsibility to prevent, at all times,the contamination of the new and existing water mains with trench water, dirt, debris, or other foreign material. A City of Kent inspector and/or Water Section representative must be present to witness the final connection(s)to the existing water system, to turn on and flush the new water system, and to place the new water system and appurtenances into service. Approved Cross Connection Control Devlco end Mi Discherge/flushing `\ bachlarination l Sampling Faucet i \ Temporary Test Supply Hogs 1 ILL Blocking Control Valve i 1 New Water Main Temporary Cap or Plug Approved Cross ✓�� Connection Control Device and Meter Dlsehargelflushing '.. Dechlorination CTemporary Blocking \ Sampling Faucet 1t r I IL —Control Valve I jo p New Water Main L.0 Temporary Cap or Plug P:SOPs%WaterD.3NewWatermainComtectionProcedures Approval Date L.R.TiLav ch"dA7/15/03 Revision Date: Page 5 I L I NG WAGE RATES i i I 640 Zone Pressure Reducing Valve Stations/Langholz A - 5 March 11, 2015 Project Number: 10-3025 Page 1 of 17 State of Washington Department of Labor & Industries Prevailing Wage Section - Telephone 360-902-5335 PO Box 44540, Olympia, WA 98504-4540 Washington State Prevailing Wage The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of fringe benefits. On public works projects, worker's wage and benefit rates must add to not less than this total. A brief description of overtime calculation requirements are provided on the Benefit Code Key. Journey Level Prevailing Wage Rates for the Effective Date: 3/11/2015 Count Trade Job Classification Wage Holiday Overtime Note King Asbestos Abatement Workers Journey Level $42.67 5D 1H King Boilermakers Journey Level $64.29 SN 1C King Brick Mason Brick And Block Finisher $44.46 5A 1M King Brick Mason Journey Level $51.32 5A 1M King Brick Mason Pointer-Caulker-Cleaner $51.32 5A 1M King Building Service Employees Janitor $21.29 5S 2F King Building Service Employees Traveling Waxer/Shampooer $21.70 5S 2F King Building Service Employees Window Cleaner (Non- $24.94 5S 2F Scaffold) King Building Service Employees Window Cleaner (Scaffold) $25.80 5S 2F King Cabinet Makers (In Shop) Journey Level $22.74 1 'King Carpenters Acoustical Worker $52.32 5D 4C King Car ep nters Bridge, Dock And Wharf $52.32 5D 4C Carpenters King Carpenters Carpenter $52.32 5D 4C King Carpenters Carpenters on Stationary Tools $52.45 5D 4C King Carpenters Creosoted Material $52.42 5D 4C King Carpenters Floor Finisher $52.321 5D 4C King Carpenters Floor Layer $52.32 5D 4C King Carpenters Scaffold Erector $52.32 5D 4C King Cement Masons Journey Level $52.38 7A 1M King Divers & Tenders Diver $105.37 5D 4C 8A King Divers ft Tenders Diver On Standby $59.50 5D 4C King Divers a Tenders Diver Tender $54.82 5D 4C King Divers B Tenders Surface Rcv Ft Rov Operator $54.821 5D 4C King Divers £t Tenders Surface Rcv Ft Rov Operator $51.07 5A 4C Tender King Dredge Workers Assistant Engineer $54.75 5D 3F King Dredge Workers Assistant Mate (Deckhand) $54.33 5D 3F King Dredge Workers Boatmen $54.75 5D 3F Page 2 of 17 King Dredge Workers Engineer Welder $55.79 5D 3F King Dredge Workers Leverman, Hydraulic $56.92 5D 3F King Dredge Workers Mates $54.751 5D 3F Dr King edge Workers Oiler $54.33 5D 3F King Drywall AMUcator Journey Level $52.32 5D 1 H King Dr�wa t Tapers Journey Level $52.37 5P 1 E King Electrical Fixture Maintenance Journey Level $26.59 5L 1E Workers King Electricians - Inside Cable Splicer $66.76 7C 4E King 'Electricians - inside Cable Splicer (tunnel) $71.671 7C 4E King Electricians - Inside Certified Welder $64.54 7C 4E King Electricians - Inside Certified Welder (tunnel) $69.22 7C 4E King Electricians - Inside Construction Stock Person $37.19 7C 4E King Electricians - Inside Journey Level $62.30 7C 4E King Etectdcians - Inside Journey Level. (tunnel.) $66.76 7C 4E King Electricians - Motor Shop Craftsman $15.37 1 King Electricians - Motor Shop Journey Level $14.691 1 King Electricians - Powerline Cable Splicer $69.95 5A 4D Construction King Electricians - Powerline Certified Line Welder $63.97 5A 4D Construction King Electricians - Powerline Groundperson $43.62 5A 4D ,Construction King Electricians - Powerline Heavy Line Equipment $63.97 5A 4D Construction Operator King Electricians - Powerline Journey Level Lineperson $63.97 5A 4D Construction 6King Electricians - Po_werline Line Equipment Operator $53.81 5A 4D Construction King Electricians - Powerline Pole Sprayer $63.97 5A 4D Construction King Electricians - Powerline Powderperson $47.55 5A 4D Construction King Electronic Technicians Journey Level $31.00 1 King Elevator Constructors Mechanic $82.67 7D 4A King Elevator Constructors Mechanic In Charge $89.40 7D 4A King Fabricated Precast Concrete All Classifications - In-Factory $15.90 5B 1R Products Work Only King Fence Erectors Fence Erector $15.18 1 King Fla ers Journey Level $36.17 7A 31 King Glaziers Journey Level $54.911 7L 1y King Heat & Frost Insulators And Journeyman $61.18 5J i5 Asbestos Workers King Heatine Equipment Mechanics Journey Level $70.37 7F LE King 'Hod Carriers 8: Mason Tenders Journey Level $44.00 7A 31 King Industrial Power Vacuum Journey Level $9.47 1 (Cleaner King Inland Boatmen Boat Operator $54.571 5B 1K https://fortress.wa.qov/lni/wagelookup/i)rvWagelookup.asl)x 3/11/2015 Page 3 of 17 King Inland Boatmen Cook $50.951 5B 1K King Inland Boatmen Deckhand $51.19 5B 1K King_ Inland Boatmen Deckhand Engineer $52.18 5B 1K King Inland Boatmen Launch Operator $53.40 5B 1K King Inland Boatmen Mate $53.40 5B 1K King Inspection/Cleaning/Seating Cleaner Operator, Foamer $31.49 1 Of Sewer &Water Systems By Operator Remote Control ;King Inspection/CteaninglSealing Grout Truck Operator $11.48 1 Of Sewer Et Water Systems BV Remote Control King Inspection/Cleaning/Seating Head Operator $24.91 1 Of Sewer Ft Water Systems By Remote Control King Inspection/Cleaning/Sealing Technician $19.33 1 Of Sewer Et Water Systems By Remote Control King Inspection/Cteanipg/S aling Tv Truck Operator $20.45 1 Of Sewer & Water Systems BV Remote Control 'King Insulation Applicators Journey Level $52.32 5D 4C King Ironworkers Journeyman $61.62 7N 10 King Laborers Air, Gas Or Electric Vibrating $42.67 7A 31 Screed King Laborers Airtrac Drill Operator $44.001 7A 31 King Laborers Ballast Regular Machine $42.67 7A 31 King La revs Batch Weighman $36.17 7A 31 King Laborers Brick Pavers $42.67 7A 31 King Laborers Brush Cutter $42.67 7A 31 King Laborers Brush Hog Feeder $42.67 7A 31 King Laborers Burner $42.67 7A 31 King Laborers Caisson Worker $44.00 7A 31 King Laborers Carpenter Tender $42.67 7A 31 King Laborers Caulker $42.67 7A 31 King Laborers Cement Dumper-paving $43.46 7A 31 ,King Laborers Cement Finisher Tender $42.67 7A 31 King Laborers Change House Or Dry Shack $42.67 7A 31 King Laborers Chipping Gun (under 30 Lbs.) $42.67 7A 31 King Laborers Chipping Gun(30 Lbs. And $43.46 7A 31 Over) King Laborers Choker Setter $42.67 7A 31 `King Laborers Chuck Tender $42.67 7A 31 King Laborers Clary Power Spreader $43.46 7A 31 King Laborers Clean-up Laborer $42.67 7A 31 King Laborers Concrete Dumper/chute $43.46 7A 31 Operator King Laborers Concrete Form Stripper $42.67 7A 31 King Laborers Concrete Placement Crew $43.46 7A 31 h FFr,c . //F„ ii I,, I- ,I,-IA/,,,. I,, 1,.,., 111 i-)nI r Page 4 of 17 King Laborers Concrete Saw Operator/core $43.46 7A 31 Driller King Laborers Crusher Feeder $36.171 7A 31 King Laborers Curing Laborer $42.671 7A 31 King Laborers Demolition: Wrecking ii $42.67 7A 31 Moving (incl. Charred Material) King Laborers Ditch Digger $42.67 7A 31 King Laborers Diver $44.00 7A 31 King Laborers Drill Operator $43.46 7A 31 (hydraulic,diamond) King Laborers Dry Stack Walls $42.67 7A 31 King Laborers Dump Person $42.67 7A 31 King Laborers Epoxy Technician $42.67 7A 31 -King Laborers Erosion Control Worker $42.67 7A 31 King Laborers Faller Et Bucker Chain Saw $43.46 7A 31 King Laborers Fine Graders $42.67 7A 31 King Laborers Firewatch $36.17 7A 31 King Laborers Form Setter $42.67 7A 31 King Laborers Gabian Basket Builders $42.67 7A 31 King Laborers General Laborer $42.67 7A 31 King Laborers Grade Checker 8 Transit $44.00 7A 31 Person King Laborers Grinders $42.67 7A 31 King Laborers Grout Machine Tender $42.67 7A 31 King Laborers Groutmen (pressure)including $43.46 7A 31 Post Tension Beams King Laborers Guardrail Erector $42.67 7A 31 King Laborers Hazardous Waste Worker $44.00 7A 31 (level A) King Laborers Hazardous Waste Worker $43.46 7A 31 (level B) - - King Laborers Hazardous Waste Worker $42.67 7A 31 (level C) King Laborers High Scaler $44.00 7A 31 King Laborers Jackhammer $43.46 7A 31 King Laborers Laserbeam Operator $43.46 7A 31 King Laborers Maintenance Person $42.67 7A 31 King Laborers Manhole Builder-mudman $43.46 7A 31 King Laborers Material Yard Person $42.67 7A 31 King Laborers Motorman-dinky Locomotive $43.46 7A 31 King Laborers Nozzleman (concrete Pump, $43.46 7A 31 Green Cutter When Using Combination Of High Pressure Air Ft Water On Concrete it Rock, Sandblast, Gunite, Shotcrete, Water Bla King Laborers Pavement Breaker $43.461 7A 31 https://fortress.wa.gov/Ini/wagelookup/prvWagelookup.asiDx 3/11/2015 Page 5 of 17 King Laborers Pilot Car $36.17 7A 31 King Laborers Pipe Layer Lead $44.00 7A 31 King Laborers Pipe Layer/tailor $43.46 7A 31 King Laborers Pipe Pot Tender $43.46 7A 31 King Laborers Pipe Reliner $43.46 7A 31 King Laborers Pipe Wrapper $43.46 7A 31 King Laborers Pot Tender $42.67 7A 31 King Laborers Powderman $44.00 7A 31 King Laborers Powderman's Helper $42.67 7A 31 King Laborers Power Jacks $43.46 7A 31 King Laborers Railroad Spike Putter - Power $43.46 7A 31 King Laborers Raker - Asphalt $44.00 7A 31 King Laborers Re-timberman $44.00 7A 31 King Laborers Remote Equipment Operator $43.461 7A 31 King Laborers Rigger/signal Person $43.461 7A 31 King Laborers Rip Rap Person $42.67 7A 31 King Laborers Rivet Buster $43.46 ZA 31 ;King Laborers Rodder $43.46 7A 31 King Laborers Scaffold Erector $42.67 7A 31 King Laborers Scale Person $42.67 7A 31 King Laborers Sloper (over 20") $43.46 7A 31 _ King Laborers Sloper Sprayer $42.67 7A 31 King Laborers Spreader (concrete) $43.46 7A 31 King Laborers Stake Hopper $42.67 7A 31 King Laborers Stock Piter $42.67 7A 31 King Laborers Tamper Et Similar Electric, Air $43.46 7A 31 Et Gas Operated Tools King Laborers Tamper (multiple Et Self- $43.46 7A 31 propelled) King Laborers Timber Person - Sewer $43.46 7A 31 (lagger, Shorer Et Cribber) King Laborers Toolroom Person (at Jobsite) $42.67 7A 31 King Laborers Topper $42.67 7A 31 King Laborers Track Laborer $42.67 7A 31 King Laborers Track Liner (power) $43.46 7A 31 King Laborers Traffic Control Laborer $38.681 7A 31 8R V King Laborers Traffic Control Supervisor $38.68 7A 31 8R King Laborers Truck Spotter $42.67 7A 31 King Laborers Tugger Operator $43.46 7A 31 King Laborers Tunnel Work-Compressed Air $64.99 7A 31 Worker 0-30 psi King Laborers Tunnel Work-Compressed Air $70.02 7A 31 Worker 30.01-44.00 psi King Laborers Tunnel Work-Compressed Air $73.70 7A 31 8 Worker 44.01-54.00 psi King Laborers Tunnel Work-Compressed Air $79.40 7A 31 Worker 54.01-60.00 psi h FF.-..-. //F...f r...... ..... ... 1/1-i/,.,-,.,,.i,.,.i. ../..,-. Page 6 of 17 King Laborers Tunnel Work-Compressed Air $81.52 7A 31 8�l I Worker 60.01-64.00 psi "King Laborers Tunnel Work-Compressed Air $86.62 7A 31 Worker 64.01-68.00 psi King La orers Tunnel Work-Compressed Air $88.52 7A 31 84 Worker 68.01-70.00 psi King ,Laborers Tunnel Work-Compressed Air $90.52 7A 31 8�( Worker 70.01-72.00 psi King !Laborers Tunnel Work-Compressed Air $92.52 7A 31 Worker 72.01-74.00 psi King Laborers Tunnel Work-Guage and Lock $44.10 7A 31 8g Tender King Laborers Tunnel Work-Miner $44.10 7A 31 8�C King Laborers Vibrator $43.46 7A 31 King Laborers Vinyl Seamer $42.67 7A 31 King 'Laborers Watchman $32.87 7A 31 King (Laborers Welder $43.46 7A 31 King ;Laborers Well Point Laborer $43.46 7A 31 King !Laborers Window Washer/cleaner $32.87 7A 31 King Laborers - Underground Sewer General Laborer Et Topman $42.67 7A 31 Et Water King Laborers - Underground Sewer Pipe Layer $43.46 7A 31 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 $52.32 5D 1H King Marble Setters Journey Level $51.32 5A 1M King Metal Fabrication (In Shop) Fitter $15.86 1 'King Metal Fabrication (in Shop) Laborer $9.78 1 King Metal Fabrication (In Shop) Machine Operator $13.04 1 King Metal Fabrication (In Shop) Painter $11.10 1 King Metal Fabrication (19 Shop) Welder $15.48 1 King Millwright Journey Level $53.42 5D 4C King Madutar Buildings Cabinet Assembly $11.56 1 King Modutar Buildings Electrician $11.56 1 :King Modutar Buildings Equipment Maintenance $11.56 1 King Modular Buildings Plumber $11.56 1 King Modular Buildings Production Worker $9.47 1 1 King Modular Buildings Tool Maintenance $11,561 1 King Modutar Buildings Utility Person $11.56 1 King Modutar Buildings Welder $11.56 1 King Painters Journey Level $37.80 6Z 2B King Pile Driver Journey Level $52.57 5D 4C King Plasterers Journey Level $50.42 7S 1R https://fortress.wa.qov/lni/wagelookui)/iDrvWagelookur).asi)x 3/11/2015 Page 7 of 17 I King Playground & Park Equipment Journey Level $9.47 1 Installers King Ptumbers & Pipefitters Journey Level $74.69 6Z 1G King Power Equipment Operators Asphalt Plant Operators $55.24 7A 3C 8P '- King Power EquipmeqL Operators Assistant Engineer $51.97 7A 3C 8P King Power Equipment Operators Barrier Machine (zipper) $54.75 7A 3C 8P '1 ,King Power Equipment Operators Batch Plant Operator, $54.75 7A 3C 8P Concrete King Power Equipment Operators Bobcat $51.97 7A 3C 8P f King Power Equipment Operators Brokk - Remote Demolition $51.97 7A 3C 8P Equipment King Power Equipment Operators Brooms $51.97 7A 3C 8P King Power Equipment Operators Bump Cutter $54.75 7A 3C 8P King Power Equipment Operators Cableways $55.24 7A 3C 8P King Power Equipment Operators Chipper $54.75 7A 3C 8P ;King Power Equipment Operators Compressor $51.97 7A 3C 8P King Power Equipment Operators Concrete Pump: Truck Mount $55.24 7A 3C 8P With Boom Attachment Over 42 M King Power Equipment Operators Concrete Finish Machine -laser $51.97 7A 3C 8P Screed King Power Equipment Operators Concrete Pump - Mounted Or $54.33 7A 3C 8P Trailer High Pressure Line Pump, Pump High Pressure. King Power Equipment Operators Concrete Pump: Truck Mount $54.75 7A 3C 8P With Boom Attachment Up To 42nn lKing Power Equipment Operators Conveyors $54.33 7A 3C 8P King Power Equipment Operators Cranes: 20 Tons Through 44 $54.75 7A 3C 8P Tons With Attachments King Power Equipment Operators Cranes: 100 Tons Through 199 $55.79 7A 3C 8P Tons, Or 150' Of Boom (Including Jib With Attachments) King Power Equipment Operators Cranes: 200 Tons To 300 Tons, $56.36 7A 3C BP Or 250' Of Boom (including Jib With Attachments) ,King Power Equipment Operators Cranes: 45 Tons Through 99 $55.24 7A 3C 8P 'r Tons, Under 150' Of Boom (including Jib With Attachments) King Power Equipment Operators Cranes: A-frame - 10 Tons And $51.97 7A 3C 8P Under King Power Equipment Operators Cranes: Friction 100 Tons $56.36 7A 3C 8P Through 199 Tons King Power Equipment Operators Cranes: Friction Over 200 Tons $56.92 7A 3C 8P f King Power Equipment Operators Cranes: Over 300 Tons Or 300' $56.92 7A 3C 8P Of Boom (including Jib With Attachments) ;King Power Equipment Operators $54.33 7A 3C 8P hfhnc //fn rfrocc nio nnv/I n i hero nn I nn Li in/nn AA l n n o Inn Lien Deny ill 111M Q Page 8 of 17 Cranes: Through 19 Tons With Attachments A-frame Over 10 Tons King Power Eauioment Operators Crusher $54.75 7A 2c— 8P KingEgVg�r Equipment Operators Deck Engineer/deck Winches $54.75 7A 3C 8P (power) King Power Equipment Operators Derricks, On Building Work $55.24 7A 3C 8P King Pawer Equ pment Operators Dozers D-9 Et Under $54.33 7A 3C 8P King Pawer Equipment Operators Drill Oilers: Auger Type, Truck $54.33 7A 3C 8P Or Crane Mount King Power Equipment Operators Drilling Machine $54.75 7A 3C 8P King Power Equipment Operators Elevator And Man-lift: $51.97 7A 3C 8P Permanent And Shaft Type King Power Equipment Operators Finishing Machine, Bidwell $54.75 7A 3C 8P And Gamaco Et Similar Equipment King Power Equipment Forklift: 3000 Lbs And Over __$54.33 7A 3C 8P With Attachments King Power Equipment Operators Forklifts: Under 3000 Lbs. $51.97 7A 3C 8P With Attachments King Power Equipment Operators Grade Engineer: Using Blue $54.75 7A 3C 8P Prints, Cut Sheets, Etc King Power Equipment_0�ators Gradechecker/stakeman $51.97 7A 3C 8P King Power Equipment Operators Guardrail Punch $54.75 7A 3C 8P King Power Equipment Operators Hard Tait End Dump $55.24 7A 3C 8P Articulating Off- Road Equipment 45 Yards. Et Over King Power Equipment Operators Hard Tail End Dump $54.75 7A 3C 8P Articulating Off-road Equipment Under 45 Yards King Power Equipment Operators Horizontal/directional Drill $54.33 7A 3C 8P Locator King Power Equipment Operators Horizontal/directional Drill $54.751 7A 3C 8P Operator 'King Power Equipment Operators Hydratifts/boom Trucks Over $54.33 7A 3C 8P 10 Tons King E2wer Equipment Operators Hydra[ifts/boom Trucks, 10 $51.97 7A 3C 8P Tons And Under King Power Equipment Operators Loader, Overhead 8 Yards. Et $55.79 7A 3C 8P Over King Power Equipment Operators Loader, Overhead, 6 Yards. $55.24 7A 3C 8P But Not Including 8 Yards King Power EoUiDment Operators Loaders, Overhead Under 6 $54.75 7A 3C BP Yards King Power Equipment Operators Loaders, Plant Feed $54.75 7A 3C 8P King Power Equipment Operators Loaders: Elevating Type Belt $54.33 7A 3C 8P King Power Equipment Operators Locomotives, All $54.75 7A 3C 8P King Power Equipment Operators Material Transfer Device $54.75 7A 3C 8P King Power Equipment Operators $55.71 7A IC IP https://fortress.wa.gov/lni/wagelookup/prvWaqelookup.aspx 3/11/2015 Page 9 of 17 Mechanics, All (leadmen - $0.50 Per Hour Over Mechanic) King Power E ui ment Operators Motor Patrol Grader - Non- $54.33 78 3C 8P finishing King Power Equipment Operators Motor Patrol Graders, $55.24 7A 3C 8P Finishing King Power Equipment Operators Mucking Machine, Mole, $55.24 7A 3C 8P Tunnel Drill, Boring, Road Header And/or Shield King Power Equipment Operators Oil Distributors, Blower $51.97 7A 3C 8P Distribution Et Mulch Seeding Operator King Power Equipment Operators Outside Hoists (elevators And $54.33 7A 3C 8P Manlifts), Air Tuggers,strato King Power Equipment Operators Overhead, Bridge Type Crane: $54.75 7A 3C 8P 20 Tons Through 44 Tons King Power Equipment Operators Overhead, Bridge Type: 100 $55.79 7A 3C 8P Tons And Over King Power Equipment Operators Overhead, Bridge Type: 45 $55.24 7A 3C 8P Tons Through 99 Tons King Power Equipment Operators Pavement Breaker $51.97 7A 3C 8P King Power Equipment Operators Pile Driver (other Than Crane $54.75 7A 3C 8P Mount) King Power Equipment Operators Plant Oiler - Asphalt, Crusher $54.33 7A 3C 8P King Power Equipment Operators Posthole Digger, Mechanical $51.97 7A 3C 8P f' King Power Equipment Operators Power Plant $51.97 7A 3C 8P King Power Equipment Operators Pumps - Water $51.97 7A 3C 8P King Power Equipment Operators Quad 9, Hd 41, D10 And Over $55.24 7A 3C 8P 4 King Power Equipment Operator s Quick Tower - No Cab, Under $51.97 7A 3C 8P 100 Feet In Height Based To Boom King Power Equipment Operators Remote Control Operator On $55.24 7A 3C 8P Rubber Tired Earth Moving Equipment King Power Equipment Operators Rigger And Bellman $51.97 7A 3C 8P King Power Equipment Operators RoRagon $55.24 7A 3C 8P King Power Equipment Operators Roller, Other Than Plant Mix $51.97 7A 3C 8P King Power Equipment Operators Roller, Plant Mix Or Multi-lift $54.33 7A 3C 8P Materials King Power Equipment Operators Roto-mill, Roto-grinder $54.75 7A 3C 8P r King Power Equipment Operators Saws - Concrete $54.33 7A 3C 8P King Power Equipment Operators Scraper, Self Propelled Under $54.75 7A 3C 8P 45 Yards King Power Equipment Operators Scrapers - Concrete Et Carry $54.33 7A 3C 8P l All King Power Equipment Operators Scrapers, Self-propelled: 45 $55.24 7A 3C 8P I' Yards And Over King Power Equipment Operators Service Engineers - Equipment $54.33 7A 3C 8P King Power Equipment Operators Shotcrete/gunite Equipment $51.97 7A 3C 8P //a +r /rr 1, 4/11IM1C Page 10 of 17 King Power Equipment Operators Shovel , Excavator, Backhoe, $54.33 7A 3C [8P Tractors Under 15 Metric Tons. King Power Egument 0 eR rotors Shovel, Excavator, Backhoe: $55.24 7A 3C 8P Over 30 Metric Tons To 50 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoes, $54.75 7A 3C 8P Tractors: 15 To 30 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoes: $55.79 7A 3C 8P Over 50 Metric Tons To 90 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoes: $56.36 7A 3C 8P Over 90 Metric Tons King Power Equipment Operators Slipform Pavers $55.24 7A 3C 8P King Power E ui went Operators Spreader, Topsider Et $55.24 7A 3C 8P Screedman King Power Equipment Operators Subgrader Trimmer $54.75 7A 3C 8P King Power Equipment Operators Tower Bucket Elevators $54.33 7A 3C 8P King Power Equipment Operators Tower Crane Over 175'in $56.36 7A 3C 8P Height, Base To Boom King Power Equipment Operators Tower Crane Up To 175' In $55.79 7A 3C 8P Height Base To Boom King Power Equipment Operators Transporters, All Track Or $55.24 7A 3C 8P Truck Type King Power Equipment Operators Trenching Machines $54.33 7A 3C 8P King Power Equipment Opera"tors Truck Crane Oiler/driver - 100 $54.75 7A 3C 8P Tons And Over King Power Equipment Operators Truck Crane Oiler/driver $54.33 7A 3C 8P Under 100 Tons King Power Equipment Operators Truck Mount Portable $54.75 7A 3C 8P Conveyor King Power Equipment Operators Welder $55.241 7A 3C 1 8P King Power Equipment Operators Wheel Tractors, Farman Type $51.97 7A 3C 8P King Power Equipment Operators Yo Yo Pay Dozer $54.75 7A 3C 8P King Power Equipment Operators- Asphalt Plant Operators $55.24 7A 3C 8P Underground Sewer £t Water King Power Equipment Operators- Assistant Engineer $51.97 7A 3C 8P Underground Sewer & Water King Power Equipment Operators- Barrier Machine (zipper) $54.75 7A 3C 8P Under round Sewer 0 Water King Power Equipment Operators- Batch Plant Operator, $54.75 7A 3C 8P Underground Sewer Et Water Concrete King Power Equipment Operators- Bobcat $51.97 7A 3C 8P Underground Sewer Et Water !King Power Equipment Operators- Brokk - Remote Demolition $51.97 7A 3C 8P Underground Sewer Et Water Equipment King Power Equipment Operators- Brooms $51.97 7A 3C 8P Underground Sewer Et Water King Power Eguipment Operators- Bump Cutter $54.75 7A 3C 8P Underground Sewer Et Water https://fortress.wa.qov/lni/wagelookul)/I)rvWagelookup.asr)x 3/11/2015 Page 11 of 17 i King Power Equipment Operators- Cableways $55.24 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Chipper $54.75 7A 3C 8P Underground Sewer It Water King Power Equipment Operators- Compressor $51.97 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Concrete Pump: Truck Mount $55.24 7A 3C 8P Underground Sewer & Water With Boom Attachment Over 42 M King Power Equipment Operators- Concrete Finish Machine -laser $51.97 7A 3C 8P Underground Sewer &Water Screed -King Power Equipment Operators- Concrete Pump • Mounted Or $54.33 7A 3C 8P Underground Sewer Et Water Trailer High Pressure Line !i Pump, Pump High Pressure. King Power Equipment Operators- Concrete Pump: Truck Mount $54.75 7A 3C 8P Underground Sewer Et Water With Boom Attachment Up To 42m King Power Equipment Operators- Conveyors $54.33 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Cranes: 20 Tons Through 44 $54.75 7A 3C 8P Underground Sewer & Water Tons With Attachments King Power Equipment Operators- Cranes: 100 Tons Through 199 $55.79 7A 3C 8P Underground Sewer & Water Tons, Or 150' Of Boom (Including Jib With Attachments) King Power Equipment Operators- Cranes: 200 Tons To 300 Tons, $56.36 7A 3C 8P Underground Sewer It Water Or 250' Of Boom (including Jib With Attachments) King Power Equipment Operators- Cranes: 45 Tons Through 99 $55.24 7A 3C 8P Underground Sewer a Water Tons, Under 150' Of Boom (including Jib With Attachments) King Power Equipment Operators- Cranes: A-frame - 10 Tons And $51.97 7A 3C 8P S Underground Sewer Et Water Under King Power Equipment Operators- Cranes: Friction 100 Tons $56.36 7A 3C 8P Underground Sewer Et Water Through 199 Tons King Power Equipment Operators- Cranes: Friction Over 200 Tons $56.92 7A 3C 8P Underground Sewer & Water King Power Equipment Operators- Cranes: Over 300 Tons Or 300' $56.92 7A 3C 8P Underground Sewer & Water Of Boom (including Jib With Attachments) King Power Equipment Operators- Cranes: Through 19 Tons With $54.33 7A 3C 8P Underground Sewer & Water Attachments A-frame Over 10 Tons King Power Equipment Operators- Crusher $54.75 7A 3C 8P Underground Sewer & Water King Power Equipment Operators- Deck Engineer/deck Winches $54.75 7A 3C 8P Underground Sewer Et Water (power) King Power Equipment Operators- Derricks, On Building Work $55.24 7A 3C 8P Underground Sewer a Water King Power Equipment Operators- Dozers D-9 Et Under $54.33 7A 3C 8P Underground Sewer & Water Page 12 of 17 King Power E Drill Oilers: Auger Type, Truck $54.33 7A 3C 8P Underground Sewer &ydater Or Crane Mount King Power Equipment Operators- Drilling Machine $54.75 7A 3C 8P Underground Sewer 8: Water King Power Egment. Operators- Elevator And Man-lift: $51.97 7A 3C 8P Underground Sewer &Water Permanent And Shaft Type King Power Equipment Operators- Finishing Machine, Bidwell $54.75 7A 3C 8P Underground Sewer &Water And Gamaco Et Similar ----- ------ Equipment King Power Equipment Operators- Forklift: 3000 Lbs And Over $54.33 7A 3C 8P Under grQand Sewer Et Water With Attachments King Power Equipment Operators- Forklifts: Under 3000 Lbs. $51.97 7A ic_ 8—P Underground Sewer Water With Attachments King Rawer Equipment Operators- Grade Engineer: Using Blue $54.75 7A 3C 8P Underground Sewer a Water Prints, Cut Sheets, Etc King Power Equipment Operators Gradechecker/stakeman $51.97 7A 3C 8P Underground Sewer Et Water King F2)yer Equipment Operators- Guardrail Punch $54.75 7A 3C 8P Underground Sewer a Water King Power Equipment Operators- Hard Tait End Dump $55.24 7A 3C 8P Underground Sewer Et Vdater Articulating Off- Road Equipment 45 Yards. Et Over King Power Equipment Operators- Hard Tait End Dump $54.75 7A 3C 8P Underground Sewer & Water Articulating Off-road Equipment Under 45 Yards King Power Equipment Operators-0�erators- Horizontal/directional Drill $54.33 7A 3C 8P Underground Sewer a Water Locator King Power Equipment Operators- Horizontal/directional Drill $54.75 7A 3C 8P Underground Sewer Et Water Operator King Power Equipment Operators- Hydralifts/boonn Trucks Over $54.33 7A 3C 8P Underground Sewer & Water 10 Tons King Power EouiDment Operators- Hydratifts/boom Trucks, 10 $51.97 7A 3C 8P Underground Sewer Et Water Tons And Under King Power Equipment Operators- Loader, Overhead 8 Yards. Et $55.79 7A X 8P Underground Sewer a Water Over King Power Equipment Operators- Loader, Overhead, 6 Yards. $55.24 7A 3C 8P Underground Sewer a Water But Not Including 8 Yards King Power Equipment Operators- Loaders, Overhead Under 6 $54.75 7A X 8P Underground Sewer &Water Yards King Power Equipment Operators- Loaders, Plant Feed $54.75 7A X 8P Underground Sewer &Water King Power Equipment Operators- Loaders: Elevating Type Belt $54.33 7A 3C 8P Underground Sewer & Water King Power Equipment Operators- Locomotives, All $54.75 7A 3C 8P Underground Sewer &Water King Power Equipment_g�atqrs- Material Transfer Device $54.75 7A 3C 8P Underground Sewer EL Water King Power Equipment Operators- Mechanics, All (teadmen - $55.79 7A 3C 8P Under g round Sewer & Water $0.50 Per Hour Over ._ Mechanic) King Power Equipment Operators- Motor Patrol Grader - Non- $54.33 7A 3C 8P �Underground Sewer a Water Ifinishing htti)s://fortress.wa.ciov/1ni/waqelookuP/i)rvWacielookuD.asDx 3/11/2015 Page 13 of 17 King Power Equipment Operators- Motor Patrol Graders, $55.24 7A 3C 813 Underground Sewer It Water Finishing King Power Equipment Operators- Mucking Machine, Mole, $55.24 7A 3C 8P Underground Sewer Et Water Tunnel Drill, Boring, Road Header And/or Shield King Power Eguioment O ep rators- Oil Distributors, Blower $51.97 7A 3C 8P Underground Sewer Et Water Distribution Ft Mulch Seeding Operator King Power Equipment Operators- Outside Hoists (elevators And $54.33 7A 3C 8P '• Underground Sewer 8 Water Manlifts), Air Tuggers,strato King Power Equipment Operators- Overhead, Bridge Type Crane: $54.75 7A 3C 8P Underground Sewer & Water 20 Tons Through 44 Tons _ King Power Equipment Operators- Overhead, Bridge Type: 100 $55.79 7A 3C 8P Underground Sewer Q Water Tons And Over King Power Equipment Operators- Overhead, Bridge Type: 45 $55.24 7A 3C 8P Underground Sewer Et Water Tons Through 99 Tons King Power Equipment Operators- Pavement Breaker $51.97 7A 3C 8P r Underground Sewer 8 Water King Power Equipment Operators- Pile Driver (other Than Crane $54.75 7A 3C 8P Underground Sewer Et Water Mount) King Power Equipment Operators- Plant Oiler - Asphalt, Crusher $54.33 7A 3C 8P f Underground Sewer Et Water King Power Equipment Operators- Posthole Digger, Mechanical $51.97 7A 3C 8P Underground Sewer Et Water King Power Equipment OOperators- Power Plant $51.97 7A 3C 8P Underground Sewer 8 Water King Power Equipment Operators- Pumps - Water $51.97 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Quad 9, Hd 41, D10 And Over $55.24 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Quick Tower - No Cab, Under $51.97 7A 3C 2P Underground Sewer 8 Water 100 Feet In Height Based To Boom King Power Equipment Operators- Remote Control Operator On $55.24 7A 3C 8P Underground Sewer Et Water Rubber Tired Earth Moving Equipment King Power Equipment Operators- Rigger And BeRman $51.97 7A 3C 8P Underground Sewer& Water King Power Equipment Operators- Rollagon $55.24 7A 3C 8P Underground Sewer Et Water King Pow�ent Operators- Roller, Other Than Plant Mix $51.97 7A 3C 8P Underground Sewer a Water King Power Equipment Operators- Roller, Plant Mix Or Multi-lift $54.33 7A 3C 8P Underground Sewer 0 Water Materials King Power Equipment Operators- Roto-mill, Roto-grinder $54.75 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Saws Concrete $54.33 7A 3C 8P Underground Sewer &Water King Power Equipment Operators- Scraper, Self Propelled Under $54.75 7A 3C 8P Underground Sewer Et Water 45 Yards King $54.33 7A 3C 8P {-.44...-.. //F...-1.r...... ...-. ....../L-.i /...-.....L...L ../.-.r..inr-.... L...L.... -....... 911I I Inic Page 14 of 17 Power Equipment Operators- Scrapers - Concrete & Carry Underground Sewer & Water All King Po'vny Equipment Operators- Scrapers, Self-propelled: 45 $55.24 7A 3C 8P Underground Sewer & Water Yards And Over King Power Equipment Operators- Service Engineers - Equipment $54.33 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Shotcrete/gunite Equipment $51.97 7A 3C 8P Underground Sewer & Water King Power Equipment Operators- Shovel , Excavator, Backhoe, $54.33 7A 3C 8P Underground Sewer a Water Tractors Under 15 Metric Tons. King Power Equipment Operators- Shovel, Excavator, Backhoe: $55.24 7A 3C 8P Underground Sewer &Water Over 30 Metric Tons To 50 Metric Tons King Power Equipment Operators- Shovel, Excavator, Backhoes, $54.75 7A 3C 8P Underaround Sewer a Water Tractors: 15 To 30 Metric Tons King Power Equipment Operators- Shovel, Excavator, Backhoes: $55.79 7A 3C 8P Underaround Sewer a Water Over 50 Metric Tons To 90 Metric Tons King Power Equipment Operators- Shovel, Excavator, Backhoes: $56.36 7A 3C 8P Underground Sewer & Water Over 90 Metric Tons King Fower Equipment Operators Slipform Pavers $55.24 7A 3C 8P Underground Sewer a Water >King Power Equipment Operators- Spreader, Topsider & $55.24 7A 3C 8P Underground Sewer a Water Screedman King (Power Equipment Operators- Subgrader Trimmer $54.75 7A 3C 8P llndergraund Sewer a Water King (Power Equipment Operators- Tower Bucket Elevators $54.33 7A 3C 8P Underground Sewer 8 Water King ,Power Equipment Operators- Tower Crane Over 175in $56.36 7A 3C 8P Underground Sewer & Water Height, Base To Boom King Power Equipment Operators- Tower Crane Up To 175' In $55.79 7A 3C 8P Underground Sewer a Water Height Base To Boom King I Power Equipment Operators- Transporters, All Track Or $55.24 7A 3C 8P Underground Sewer a Water Truck Type King Power Equipment Operators- Trenching Machines $54.33 7A 3C 8P Underground Sewer a Water King Power Equipment Operators- Truck Crane Oiler/driver - 100 $54.75 7A 3C 8P Underground Sewer Et Water Tons And Over King Power Equipment Operators- Truck Crane Oiler/driver $54.33 7A 3C 8P Underground Sewer & Water Under 100 Tons King Power Equipment Operators- Truck Mount Portable $54.75 7A 3C 8P Underground Sewer a Water Conveyor King Power Equipment Operators- Welder $55.24 7A 3C 8P Underground Sewer a Water King Power Equipment Operators- Wheel Tractors, Farmall Type $51.97 7A 3C 8P Underground Sewer a Water King Power Equipment Operators- Yo Yo Pay Dozer $54.75 7A 3C 8P Underground Sewer & Water King Power Line Clearance Tree Journey Level In Charge $45.75 5A 4A Trimmers https://fortress.wa.aov/Ini/wacielookuD/DrvWaaelookuD.asr)x 3/11/2015 Page 15 of 17 King Power Line Clearance Tree Spray Person $43.38 5A 4A Trimmers King Power Line Clearance Tree Tree Equipment Operator $45.75 5A 4A Trimmers King Power Line Clearance Tree Tree Trimmer $40.84 5A 4A Trimmers King Power Line Clearance Tree Tree Trimmer Groundperson $30.74 5A 4A Trimmers King Refrigeration Et Air Journey Level $73.51 6Z 1G Conditioning Mechanics King Residential Brick Mason Journey Level $51.321 5A 1M King Residential Carpenters Journey Level $28.20 1 King Residential Cement Masons Journey Level $22.64 1 King Residential Drywall Journey Level $40.14 5D 4C Applicators King Residential Drywall Tapers Journey Level $52.37 5P 1E King Residential Electricians Journey Level $30.44 1 King Residential Glaziers Journey Level $37.301 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 @ Air Journey Level $73.51 6Z 1G Conditioning Mechanics King Residential Sheet Metal Journey Level (Field or Shop) $42.58 7F 1 R Workers King Residential Soft Floor Layers Journey Level $42.41 5A 3D King Residential Sprinkler Fitters Journey Level $42.48 5C 211 (Fire Protection) King Residential Stone Masons Journey Level $51.32 5A 1M King Residential Terrazzo Workers Journey Level $46.961 5A 1M 'King ResidentialTerrazzo/Tile Journey Level $21.46 1 Finishers King Residential Tile Setters Journey Level $25.17 1 King Roofers Journey Level $45.71 5A 3H ;King Roofers Using Irritable Bituminous $48.71 5A 3H Materials King Sheet Metal Workers Journey Level (Field or Shop) $70.371 7F 1E King Shipbuilding Et Ship Repair Boilermaker $39.821 7M 1H ;King Shipbuilding & Ship Repair Carpenter $39.24 7T 2B King Shipbuilding Ft Ship Repair Electrician $40.16 7T 4B King Shipbuilding Et Ship Repair Heat Et Frost Insulator $61.18 5J is King Shipbuilding Et Ship Re air Laborer $40.19 7T 4B King Shipbuilding Et Ship Repair Machinist $40.18 7T 4B King Shipbuilding Et Ship Repair Operator $40.11 7T 4B h}}nc //fnr}rocc nin nn,i/Ini Inn Lien/nr,AAlnnn Inn Lii n ncnv W11 /ant C Page 16 of 17 King Shipbuilding A-S-h-W-Repair Painter $40.16 7T 4B King Shipbuilding Et Ship Renoir Pipefitter $40.11 7T 4B King Shipbuilding Et�I;hiRenLir Rigger $40.19 7T 4B King 5-h-iPb-Ui-(d-i n-k-ft-Ship EW-ai r Sheet Metal $40.14 7T 4B King Shipbuilding 1-Ship—Repair Shipfitter $40.19 7T 4B King Shipbuilding Et Ship Re air Trucker $40.03 7T 4B King Shipbuilding—EtShiR RePair Warehouse $40.081 LT 4B King �buildin &�Shi Repair Welder/Burner $40.191 7T 4B King Sign Makers & Installers Sign Installer $22.92 jEloctricall King Sign Makers a installers Sign Maker $21.36 1 (Electrical) King Sign Makers & Installers (Nan- Sign Installer $27.28 1 ZLectricatj King Sign Makers ft Installers LNon- Sign Maker $33.25 1 Electricatp King Soft Floor Layers Journey Level $42.41 5A 3D King Solar Controls For Windows Journey Level $12.44 King Sprinkler Fitters ffire Journey Level $69.74 5C ix King Stage Rigitins! Mechanics {Nan Journey Level $13.23 1 Structural) King (Stone masons Journey Level $51.321 5A im King 'Street And Parking Lot Journey Level $19.09 1 Sweeper Workers I King iSurveyors Assistant Construction Site $54.33 7A 3C 8P Surveyor King Surveyors Chainman $53.81 7A 3C 8P King Surveyors Construction Site Surveyor $55.24 7A 3C 8P King Tetecommunication Journey Level $22.76 1 �Technicians King Cable Splicer $36.96 5A 2B !Outside King TeleDhone Line Construction - Hole Digger/Ground Person $20.49 5A 2B �Outside King !Telephone Line Construction - Installer (Repairer) $35.40 5A 2B :Outside King Telephone Line Construction - Special Aparatus Installer 1 $36.96 5A 2B �Outside King If lephone Line Construction - Special Apparatus Installer 11 $36.19 5A 2B �Outside King Telephone Equipment $36.96 5A 2B Outside Operator (Heavy) King 'Telephone Line Construction - Telephone Equipment $34.34 5A 2B ;Outside Operator (Light) King Tetephone Line Construction - Telephone Lineperson $34.34 5A 2B 'Outside King Telephone Line Construction - Television Groundperson $19.45 5A 2B Outside https://fortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 3/11/2015 Page 17 of 17 King Telephone Line Construction - Television S25.89i 5A 2B Outside Lineperson/Installer King Telephone Line Construction - Television System Technician $30.97 5A 2B Outside King Telephone Line Construction - Television Technician $27.77 5A 2B Outside 'King Telephone Line Construction - Tree Trimmer $34.34 5A 2B Outside King Terrazzo Workers Journey Level $46.96 5A 1M King Tile Setters Journey Level $21.65 1 King Tile, Marble E2 Terrazzo Finisher $37.79 5A 1B Finishers 'King Traffic Control Stripers Journey Level $43.11 7A 1K King Truck Drivers Asphalt Mix Over 16 Yards (W. $49.85 5D 3A 8L WA-Joint Council 28) King Truck Drivers Asphalt Mix To 16 Yards (W. $49.01 5D 3A 8L WA-Joint Council 28) King Truck Drivers Dump Truck Et Trailer $49.85 5D 3A 8L King Truck Drivers Dump Truck (W. WA-Joint $49.01 5D 3A 8L Council 28) King Truck Drivers Other Trucks (W. WA-Joint $49.85 5D 3A 8L Council 28) King Truck Drivers Transit Mixer $43.23 1 King Welt Drillers Et Irrigation Pump Irrigation Pump Installer $17.71 1 Installers King Well Drillers Et Irrigation Pump Oiler $12.97 1 Installers King Well Drillers Et Irrigation Pump Well Driller $18.00 1 Installers hhfnc //Fn rfrncc �nio nnv/Ini lnn Lein/nniVAJonnlnn Lien ocnv 12/11 /7MC , Benefit Code I(ey—Effective 3-4-2015 thru 9-1-2015 Overtime Codes Overtime calculations are based on the hourly rate actually paid to the worker.On public works projects,the hourly rate must be not less than the prevailing rate of wage manes the hourly rate of the cost of fringe benefits actually provided for the worker. 1. ALL HOURS WORKED N 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 eilrt(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 (1.0)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. 1. All hours worked on Sundays and holidays shall also be paid at double the hourly rate of wage. J. The first two (2)hours after eight(8)regular hours Monday through Friday and the first ten (10)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked over ten (10) hours Monday through Saturday,Sundays and holidays shall be paid at double the hourly rate of wage. K. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. M. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions) shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. 1 i Benefit Code Key—Effective 34-2015 thru 9-1-2015 1. N. All hours worked on Saturdays (except makeup days) shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. O. The first ten (10) hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays,holidays and after twelve(12)hours,Monday through Friday and after ten (10)hours on Saturday shall be paid at double the hourly rate of wage. P. All hours worked on Saturdays(except makeup days if circumstances warrant)and Sundays shall be paid at one and one-half times the hourly rate of wage.All hours worked on holidays shall be paid at double the hourly rate of wage. Q. The first two (2) hours after eight (8) regular hours Monday through Friday and up to ten (10) hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of ten(10) hours per day Monday through Saturday and all hours worked on Sundays and holidays(except Christmas day) shall be paid at double the hourly rate of wage. All hours worked on Christmas day shall be paid at two and one-half times the hourly rate of wage. R. All hours worked on Sundays and holidays shall be paid at two times the hourly rate of wage. S. The first two(2)hours after eight(8)regular hours Monday through Friday and the first eight(8)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays and all other overtime horns worked, except Labor Day, shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage.All hours worked on ' Sundays and holidays (except Labor Day) shall be paid at two times the hourly rate of wage. All horns worked on Labor Day shall be paid at three times the hourly rate of wage. V. All horns 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.Wien 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 horns worked outside the hours of 5:00 am and 5:00 pm(or such other hours as may be agreed upon by any employer and the employee)and all hours worked in excess of eight(8)hours per day(10 hours per day for a 4 x 10 workweek) and on Saturdays and holidays(except labor day) shall be paid at one and one-half times the hourly rate of wage. (except for employees who are absent from work without prior approval on a scheduled workday during the workweek shall be paid at the straight-time rate until they have worked 8 hours in a day (10 in a 4 x 10 workweek) or 40 horns dining that workweek)All hours worked Monday through Saturday over twelve (12)hours and all hours worked on Sundays and Labor Day shall be paid at double the hourly rate of wage. Z. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage.All hours worked on holidays shall be paid the straight time rate of pay in addition to holiday pay. 2 Benefit Code Key—Effective 3-4-2015 thru 9-1-2015 2. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-IIALF 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 atone and one-half times the hourly rate of wage. O. All hours worked on Sundays and holidays shall be paid at one and one-half times the hourly rate of wage. R. All hours worked on Sundays and holidays and all hours worked over sixty(60)in one week shall be paid at double the hourly rate of wage. U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage.All horns worked over 12 hours in a day or on Sundays and holidays shall be paid at double the hourly rate of wage. W. The fast 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 Pour-day, ten-hour weekly schedule,either Monday thm Thursday or Tuesday tluu Friday schedule,all hours worked after ten shall be paid at double the hourly rate of wage.The first eight(8)hours worked on the fifth day shall be paid at one and one-half times the hourly rate of wage.All other hours worked on the fifth,sixth,and seventh days and on holidays shall be paid at double the hourly rate of wage. 3. ALL HOURS WORKED LN 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. 3 Benefit Code Key—Effective 3-4-2015 thru 9-1-2015 3. C. Work performed in excess of eight(8)hours of straight time per day,or ten(10)hours of straight time per day when four ten(10)hour shifts are established,or forty(40)hours of straight time per week,Monday through Friday,or outside the normal shift,and all work on Saturdays shall be paid at one and one-half times the hourly rate of wage. All work performed after 6:00 pm Saturday to 5:60 am Monday and Holidays shall be paid at double the hourly rate of wage.After an employee has worked eight(8)hours at an applicable overtime rate,all additional hogs shall be at the applicable overtime rate until such time as the employee has had a break of eight(8)hours or more. D. All hours worked between the hours of 6:00 pm and 6:00 am,Monday through Saturday,shall be paid at a premium rate of 15%over the hourly rate of wage. All other hours worked after 6:00 am on Saturdays,shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. E. All hours worked Sundays and holidays shall be paid at double the hourly rate of wage. Each week,once 40 hours of straight time work is achieved,then any hours worked over 10 hours per day Monday through Saturday shall be paid at double the hourly wage rates F. All hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage.All hours worked on Sunday shall be paid at two tines the hourly rate of wage. All hours worked on paid holidays shall be paid at two and one-half times the hourly rate of wage including holiday pay. '.. H. All work performed on Sundays between March l6th and October 14th and all Holidays shall be compensated for at two(2) times the regular rate of pay. Work performed on Sundays between October 15th and March 15th shall be compensated at one and one half(1-1/2)times the regular rate of pay. 1. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage.In the event the job is down due to weather conditions during a five day work week(Monday through Friday,)or a four day-ten hour work week(Tuesday through Friday,)then Saturday may be worked as a voluntary make-up day at the straight time rate. IIowever,Saturday shall not be utilized as a make-up day when a holiday falls on Friday.All hours worked Monday through Saturday over twelve (12)hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. 4. ALL HOURS WORKED TN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. A. All hours worked in excess of eight(8)hours per day or forty(40)hours per week shall be paid at double the hourly rate of wage.All hours worked on Saturdays, Sundays and holidays shall be paid at double the hourly rate of wage. B. All hours worked over twelve(12)hours per day and all hours worked on holidays shalt be paid at double the hourly rate of wage. C. On Monday through Friday, the first four(4) hours of overtime after eight (8) hours of straight time work shall be paid at one and one half(1-1/2)times the straight time rate of pay,unless a four(4)day ten(10)hour workweek has been established. On a four (4) day ten (10) hour workweek scheduled Monday through Thursday, or Tuesday through Friday, the first two(2)hours of overtime after ten(10)horns of straight time work shall be paid at one and one half(1-1/2)times the straight time rate of pay. On Saturday,the first twelve (12)hours of work shall be paid at '.. one and one half(1-1/2)times the straight time rate of pay,except that if the job is down on Monday through Friday due to weather conditions or other conditions outside the control of the employer, the first ten (10) hours on Saturday may be worked at the straight time rate of pay. All hours worked over twelve (12)hours in a day and all hours worked on Sunday and Holidays shall be paid at two(2)times the straight time rate of pay. 4 Benefit Cade Key—Effective 3-4-2015 thru 9-1-2015 4. D. All hours worked in excess of eight(8)hours per day or forty(40)hours per week shall be paid at double the homily rate of wage. All hours worked on Saturday, Sundays and holidays shall be paid at double the hourly rate of pay. Rates include all members of the assigned crew. LXCLPTION: On all nmltipole structures and steel transmission lines, switching stations,regulating,capacitor stations; generating plants,industrial plants,associated installations and substations,except those substations whose piimaryfunction is to feed a distribution system, will be paid overtime under the following rates: The first two(2)hours after eight(8)regular horns Monday through Friday of overtime on a regular workday,shall be paid at one and one-half times the hourly rate of wage-All hours in excess of ten(10)hours will be at two(2) times the hourly rate of wage. The first eight(8)hours worked on Saturday will be paid at one and one-half(I-1/2) times the hourly rate of wage.All horns worked in excess of eight(8)hours on Saturday,and all hours worked on Sundays and holidays will be at the double the hourly rate of wage. All overtime eligible hours performed on the above described work that is energized,shall be paid at the double the hourly rate of wage. E. The first two(2)hours after eight(9)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 Monday or Friday not utilized in the normal four-day,ten hour work week, and Saturday shall be paid at one and one half(1'/z)times the regular shift rate for the first eight(8)hours.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. All hours worked between the hours of 6:00 pm and 6:00 am,Monday through Saturday,shall be paid at a premium rate of 20%over the hourly rate of wage. All hours worked on Sundays shall be paid at one and one-half times the hourly rate of wage.All hours worked on holidays shall be paid at double the hourly rate of wage. Holidav 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). I. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, Friday alter Thanksgiving Day, Christmas Eve Day,And Christmas Day(7). 5 Benefit Code Key—Effective 3-4-2015 thru 9-1-2015 I I 5. K. Holidays: New Year's Day, Presidents' Day, Memorial Day, independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day,The Day Before Christmas,And Christmas Day(9). L. IIolidays: 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). j P. Holidays:New Year's Day,Memorial Day,Independence Day,Labor Day,Thanksgiving Day,Friday And Saturday After Thanksgiving Day, The Day Before Christmas, And Christmas Day(9). If A Holiday Falls On Sunday, The Following Monday Shall Be Considered As A Holiday. Q. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day(6). R. Paid IIolidays: 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)• L. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgiving Day, the Friday after Thanksgiving Day,And Christmas Day(8). Holidav Codes Continued 6. A. Paid Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,The Friday After Thanksgiving Day,And Christmas Day(8), E. Paid Holidays: New Year's Day, Day Before Or After New Year's Day, Presidents Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Day After Thanksgiving Day, Christmas Day,And A half-Day On Christmas Eve Day. (9 V2). O. Paid Holidays:New Year's Day,Martin Luther Kingly.Day,Presidents'Day,Memorial Day,Lndependence Day, Labor Day,Veterans'Day,'Phanksgiving Day,the Friday After Thanksgiving Day,Christmas Day,And Christmas Eve Day(11). H. Paid Holidays: New Year's Day, New Year's Eve Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, Christmas Day, The Day After Christmas, And A Floating Holiday(10). I. Paid Holidays:New Year's Day, Memorial Day,Independence Day,Labor Day, Thanksgiving Day,Friday After Thanksgiving Day,And Christmas Day(7), T. Paid Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, The Last Working Day Before Christmas Day, And Christmas Day(9). 6 Benefit Code Key—Effective 3-4-2015 thru 9-1-2015 6. Z. IIolidays:New Year's Day,Memorial Day,Independence Day,Labor Day, Thanksgiving Day,Friday after Thanksgiving Day, And Christmas Day (7). If a holiday falls on Saturday, the preceding Friday shall be considered as the holiday. If a holiday falls on Sunday, the following Monday shall be considered as the holiday. Holiday Codes Continued 7. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday And Saturday After Thanksgiving Day, And Christmas Day (8). Any Holiday Which Falls On A Sunday Shall Be Observed As A Holiday On The Following Monday. If any of the listed holidays 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 fells on a Saturday shall be observed as a holiday on the preceding Friday. C. Holidays: New Year's Day, Marlin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. D. Paid IIolidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veteran's Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). Unpaid IIolidays: 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. I. Holidays:New Year's Day,President's Day,Independence Day,Memorial Day,Labor Day,Thanksgiving Day, The Friday After Thanksgiving Day, The Day Before Christmas Day And Christmas Day (9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. J. Holidays: New Year's Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day and Christmas Day (6). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a.Saturday shall be observed as a holiday on the preceding Friday. 7 Benefit Code Key—Effective 3-4-2015 thru 9-1-2015 7. K. IIolidays: 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 IIolidays: 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. IIolidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day,And Christmas Day(7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday.When Christmas falls on a Saturday, the preceding Friday shall be observed as a holiday. P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, And Christmas Day(7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Q. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day,the Last Working Day before Christmas Day and Christmas Day(8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. If any of the listed holidays falls on a Saturday, the preceding Friday shall be a regular work day. R. Paid Holidays:New Year's Day,the day after or before New Year's Day,President's Day, Memorial Day, Independence Day,Labor Day,Thanksgiving Day,the Friday after Thanksgiving Day, Christmas Day,and the day after or before Christmas Day(10).If any of the listed holidays fall on Saturday,the preceding Friday shall be observed as the holiday. If any of the listed holidays falls on a Sunday,the day observed by the Nation shall be considered a holiday and compensated accordingly. S. Paid Holidays:New Year's Day,Memorial Day,Independence Day,Labor Day,Thanksgiving Day,Friday After Thanksgiving Day,Christmas Day,The Day After Christmas,And A Floating Holiday(9). If any of the listed holidays falls on a Sunday,the day observed by the Nation shall be considered a holiday and compensated accordingly. T. Paid Holidays:New Year's Day,The Day After Or Before New Year's Day,President's Day,Memorial Day, Lndependence Day,Labor Day,Thanksgiving Day,The Friday After Thanksgiving Day,Christmas Day,and The '... Day After Or Before Christmas Day. (10), If any of the listed holidays falls on a Sunday,the day observed by the Nation shall be considered a holiday and compensated accordingly. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. Note Codes 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 100'42.00 per Foot for Each Foot Over 50 Feet Over 100'To 150'-$3.00 per Foot for Each Foot Over 100 Feet Over 150'To 220'-$4.00 per Foot for Each Foot Over 150 Feet Over 220'-$5.00 per Foot for Each Foot Over 220 Feet 8 i Benefit Code Key— Effective 3-4-2015 thru 9-1-2015 8. C. In addition to the hourly wage and fringe benefits,the following depth premiums apply to deptlis of fifty feet or more: Over 50' To 100' -$1.00 per Foot for Each Foot Over 50 Feet Over 100'To 150'-$1.50 per Foot for Each Foot Over 100 Feet Over 150'To 200'-$2.00 per Foot for Each Foot Over 150 Feet Over 200'-Divers May Name Their Own Price D. Workers working with supplied air on hazmat projects receive an additional$1.00 per hour. L. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $0.75,Level B: $0.50,And Level C: $0.25. M. Workers on hazmat projects receive additional hourly premiums as follows:Levels A&B: 51..00,Levels C&D: $0.50. N. Workers on haztnat projects receive additional hourly premiums as follows -Level A: $1.00,Level B: $0.75,Level C: $0.50,And Level D: 5025. P. Workers on hazmat projects receive additional hourly premiums as follows -Class A Suit: 52.00,Class B Suit: $1.50, Class C Suit: $1.00, And Class D Suit$0.50. Q. The highest pressure registered on the gauge for an accumulated time of more than fifteen(15)minutes during the shift shall be used in determining the scale paid. R. Effective August 31,2012—A Traffic Control Supervisor shall be present on the project whenever flagging or spotting or other traffic control labor is being utilized.A Traffic Control Laborer performs the setup,maintenance and removal of all temporary traffic control devices and construction signs necessary to control vehicular,bicycle, and pedestrian traffic during construction operations.Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington,Oregon,Montana,or Idaho.These classifications are only effective on or after August 31,2012. S. Effective August 31,2012—A Traffic Control Supervisor shall be present on the project whenever flagging or spotting or other traffic control labor is being utilized.Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer.All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon,Montana,or Idaho.This classification is only effective on or after August 31, 2012. T. Effective August 31,2012—A'Iraffic Control Laborer performs the setup,maintenance and removal of all temporary traffic control devices and construction signs necessary to control vehicular, bicycle,and pedestrian traffic during construction operations. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington,Oregon,Montana, or Idaho.This classification is only effective on or after August 31,2012. 9